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1/CD-8.1 20 0 20 40 60 3tCD-8.7 20 0 20 40 60
BIORETENTION AREA #1 PLAN VIEW 'BIORETENTIO Scale 1 " = 20' eTENT10N AREA #.2 PLAN 1~1~11V
Scale 1 " = 20`
TREE LEGEND
5' WIDE GRASS STRIP AROUND
` ERIMETER OF BASIN, STABILIZE WRH 5' WIDE GRASS STRIP AROUND ERIMEfER OF BASIN, STABILIZE WITH ~ + ~ ACER RUBRUM 'AUTUMN BLAZE' REO MAPLE
NORTH AMERICAN GREEN SC250 NORTH AMERICAN GREEN SC250 MAPLE
3:1 MAX SLOPE TOP OF BIORETENTION r3:t MAX SLOPE TOP OF BIORETENTION TOP OF BERM AROUND BIOREfENTiON
REA = 15' X 75' TOP OF BERM AROUND BIORETENTION REA = 15' X 35' ~ QUERCUS PHELLOS WILLOW OAK
(1725 SF) /~R~ (2' ABOVE TOP OF PLAN77NG SOIL) (525 SF) ~RFA (2~ ABOVE TOP OF PLAN77NG SOIL) ~ y
CLAY EMBANKMENT, COMPACT TO 98% CLAY EMBANKMENT, COMPACT TO 98~ E~ ~ A •
1' THICK #57 STONE IAYER 5~~PROCTOR 5' PROCTOR
~ BYPASS SPILLWAY, 0.5' ABOVE TOP OF 1' THICK #57 STONE LAYER ~ ~ ~ } BEfULA NIGRA RIVER BIRCH ~ ~ BYPASS SPILLWAY, 0.5' ABOVE TOP OF '~.y
j~~//~~//~ LTER FABRIC 3' SOIL CANTING SOIL> ARMOUR SPILLWAY WfTHI j/~~j~/~~ ILTER FABRIC 3' SOIL - U+N'ffNG SOIL, ARMOUR SPILLWAY WITH
\~j\~j\~~j\ LAYER / NORTH AMERICAN GREEN C350 LAYER NORTH AMERICAN GREEN C350 v ~
1:1 MAX SLOPE BELOW / ~//~//~~3 AX SLOE ~ PLANTING SOIL SURFACES// ~ \~j/~. p \~i~\%j\j SOILM UR ACEE BELOW PLANTING _ _ - `~~j~ SHRUB LEGEND 1:1 MAX SLOPE BELONJ~ . .d pm 0
PL4NTING S I SURFAC r ~~/j~~~j~~~\3~ MAX SLOPE OL ,E, - / O. t7
:.;'°:'t:.:;.;::`°~;,,:,a-;,;:.';;' `;:``a'.. ~:1 MAX SLOPE BELOW PLANTING ~ MAHAMELIS VIRGINIA WITCH HAZEL ~%i~~~~/ \ \ SOIL SURFACE
~i\~j\\/\\~j\~\~~ \ , \ \ \ ~ O ILEX GLABRA INKBERRY
'/i /i /~,~/ice/i /.c /ice/iii ~~i~~/i//~//.//.//,//..~ CO LINDERA BENZOIN SPICE BUSH
4° PVC PIPE TO DAYLIGHT " PERFORATED DRAIN PIPE IN X57 STONE \ PVC PIPE TO DAYLIGHT Q000000000000
~-4" PERFORATED DRAIN PIPE IN X57 STONE ~ CEPHALANTHUS OCCIDENTALIS BUTTON BUSH BUSH qo y\ CAS ~o . qqq ~ ooaoaooooOD ~ mop
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Job Number: 0702
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QUANTIN t. PLANTING SOIL WILL HAVE 10% TO 25% CLAY DESCRIPTION METHOD FREQUENCY TIME OF YEAR Checked Spa Y y Date 2-12-2007
SYM. 1 2 BOTANICAL NAME COMMON NAM 1 MARK ~ CONTENT AND SHALL BE A SANDY LOAM OR LOAMY
N SAND TEXTURE. THE FURNISHED SOIL WILL BE OF UNIFORM COMPOSITION, FREE OF STONES, STUMPS, OF Revisions ,S
QP 01 w =3;-QCAALL 183 - DE w 1 QUERCUS PHELLOS WIL W OAK Eff 3 B, FULL, 5INGLE LEEAADE 5' ~ INPSECT AND REPAIR EROSION VISUAL TWICE A YEAR NA ROOTS OR SIMILAR OBJECTS LARGER THAN 1'.
0 BEIULA b11QE?A IVER 131RCR ...-3" QA1 B... EQ-Ls 5INgLE LEADER. T 19R. - HT7 L - H ° ~ PLANTING SOIL WILL BE PLACED IN LAYERS LESS ~ A. NO- 1-IN '
rn HV HAMAMEL 1 VIRGI A C HAZEL HT CONT.. EULL REMULCH ;N5_70_11) AREAS BY HAND TWICE A YEAR NA THAN 18" AND LIGHTLY COMPACTED BY TAMPING WITH JIM WITH
a° I INKBE RY 36 HT CONT. FULL D E5 A BUCKET FROM A BACKNOE All -r _ ~ ' = 2. TREE AND SHRUB FERTILIZER SHALL BE A 21-GM, -GM,
x REMOVE AND REPLACE OEAD SEE PLANTING TWICE A YEAR 3/15 TO 4/30 AND TIGHTLY COMPRESSED, LONG LASTING, SLOW RELEASE EASE
AND DISEASED VEGETATION SPECIFICATIONS 70/1 TO 11/30 (2 YEAR) FERTILIZER TABLES WITH A MINIMUM
~ MUL N - TIJI c~ GUARANTEED ANALYSIS FO 20-10-5. FOR WATER PLAMF MATERIAL AT THE BY HAND IMMEDIATELY AfER NA CONTAINERIZED TREES AND SHRUBS, THE FERTILIZER
ENO OF EACH DAY FOR COMPLETION OF TABLES WILL BE PLACED IN THE BOTTOM OF THE !ZER
FOURTEEN CONSECUTIVE AFTER PROJECT PLANTING PIT ACCORDING TO THE FOLLOWING RATES: FMAl. PLANS NOT RELEASED TES: FOR CONSTRUCTION
NOTE THAT THE HEIGHT FOR SHRUBS AND THE TREE CALIPER LISTED ABOVE ARE AT TIME OF INSTALLATION. PLANTING NAS BEEN COMPLETED i GAL- 1 TABLET, 3 GAL - 2 TABLETS. 5 GAL - 3 3
TABLETS, 7 GAL - 5 TABLETS. Sheet Title
BIORETEN.TION
'61CD-8.1 '7/CD-8.1 BIORETENTION AREA PLANT SCHEDULE MAINTENANCE .1 '8/CD-8.1 AREA
ow TO ac"m 'ENANCE SCHEDULE NOTES
DETAILS
Sheet. Number
CIS 8.1

FLIER FABRIC
~ MONSANTO BIDIM C34 ar EQUAL 4 Q z' MiN
N ~ NOG WIRE, 12 GAUGE MIN., 4x4 s COMPACTED MIN 2 MIN
~o PuBUC ~ w SUPPORT FENCING I,~ ~ a ~ '.~..~.g ~ STEEL FENCE PAST I~ifX? txJ FT } WIR F ~ R E ENCE
STEEL Posrs 18 PAVED ROAD ~ --AT 8 FEET f- usE roR DRNNAt~ ~ as HARDWARE GLOTH
_ a NOT EXCEEAINfi 5 MAXIMUM SPACING 2 SF 9.5A _ C7 , ~ ~ na~NA~ n~AS ' STEEP CUT OR FILL SLOPE FlLT ~ 5 12 MIN. FILTER OF 1 ER DIAMETER FABRIC ON TER RIC ON
~ ~ ASPHALT ~ s. FJv~ I sHU~. I OC ~a~aiNC To Tau AhtN BERM 5FIALt, BE S1A a~ S~C11NG W ASHED 5TON GROUND arNa Ta TR+Ar~aE sPEC~rcnTs. URY WIRE OUND
DITCH SHOULDER SHOULDER a, usE cLSaN COMPAC CROSS .SECTION r: 2:1 SLOPE (MAX) FENCE AND SSE craw coMPkctoR fl~L ~atE. FoR EnRTN ~~RU.
ON 8 ADC 5T E waRE ovERear. a» ~
" 2~ ER Ff 1 4 PER FT 1 P 5ErTtEO PoR sErn,EMENr taP zl• -STABILIZE DIVERSION PITCH CR4S5 SECTION WITH P
•1 [i 11-- ~ 4... r ~•ti ~ ii ! i !1-~ i1 l I-- '~i,-- i?. i T - TEMPORARY EEDiNG f' ~ .AND EROSION CON OL
DDDDD NETTING 1 ~ la ~r Mkt SILT
DDDDDD LrIYD~MM b DDP D DDDD(, x.' smE SILT ~ FENCE D art MAX FlLL c o tr~~$ ~~'E MAX A9RIG N F~NGE CE
DDDDDb ~ t- ROAD CROSS SECTION. P D DD .f~ DDDb ADD ~ NnT ~n sria•~ DDpDDD4:. 0 O~Ya~yO F'tLiER~~ 1:1 SM~ SLOPE a.
P ~ .G A5 E $Ta E IN TR N H r DDbpb• 2 MN W N D N w " EC DDDD fA91?~~ o ~ NATilRN, POSIT atnuNa UPSLOPE TOE, NE GRADE 1.0~ MAX. Q
AND 6 UP THE FACE OF SILT DDDDDDb~:•:.:::::~;'~::::~:~:~;~:~: LINE WITH GRASS 3 Pf - _ g AEN w„h,~
FENCE -CONTINUOUS. ° ~ D D ¢ D ~ D D ~p TRENCH b¢DDDbD:: DDDDDDo-": •V SIDE SLOPES ~ BURY WIRE FENGE WIRE FENCE,
~ bDp GROUND SURFACE TOP OF SILT 2 : 1 (MAX.} FENGE MUST FILTER FABRIC Ar mrooa~Y ~ BE ~ , t FABRIC, AND
lip 3.•~ \ t, ro ~ rya ro ~ ~ ~ ~ ~ ~ ~ ~ ~ • AT LEAST 1 HARWARE CLOTH i a~owaan oe~oeN, ~ an rm nN oaprAr~a rHrr or nN ate. , rum nN swan mgr ~ ~ ti ~ ~ ~ ~ y ~ ~ ~ ~ ~ ASOVE THE TOP ~ ~ ~ ~ ~ ~ ~ ~ ~ TRENCH 4NE G~,OTH iN
.r.,.~j r ~-i{ I~ MiN. DEPTH 1 ~ii1- Ali-~i!- oN ~ ~ s~ aw?~; ~ao~+ a oa rrM+s. raaooic~ur a~ nN oam~ cr me ~u~Y ro a+ n ~ ~ wNwu~ ~ ~ ti ~ ~ ~ ti ~ ~ ~ OF WASHED STONE a s.~ rr eaa~ n~ i nw ran a ~ aN; aaim~aax +u ran sttn~Nr a~ n~ ~r ro sxamY a~cN ~ ti ~ STEEL FENCE POST
POSTS DRIVEN ~~J "'i I = ..Mi I I--° 18 INTO GROUND ~ ~ ~ ~ ~ ~ ..~..~Ti-~" cam. Nrr Nr row cN~a~o rmu nc SPq~MAY ~.ar a wmwar. SET MAX. 2' APART $TA6& 1FI~ pIBA1AgA°i#R Nq M,l, AR9TUA8FA AI~A4 ABOVE ltif rAOI ANO DQIM151RFIM PRgM THE 1PJir 71igd.Y JFT4R v °
r i~ I I-=-~ i 1-1 I I~~~-~ OOtISYI!!lCIgN iMRI SEE~~OI~r: S TEEP CUT OR FILL SLOPE h- p
~rcD~.a ~ 3rYD'Dra _ d
4/CD-s.a 6 SILT FENCE TRAPEZOIDAL. CHANNEL. FABRIC FLAP ON TEMPORARY D-$. 5/CD-E.a P,~A~ VIEW 6/CD•8.0 d U~
NnY ra scw~ TRENCH 80TTOM Nor Tu sc,~,~ rnrr •rn sc~ue r~PORARY SEDIMENT T P TEMPORARY DIVERSION DITCH SII~T FENCE OUTLET Nar ru Baa.N Cl .0 0 4 00
EROSION CON1ROl/CONSTRUCTION SEQUENCE Nor ra
EROSION AND .SEDIMENTATION CONTROL NOTES 1. OBTAIN LAND DISTURBING PERMIT FROM NCDENR. POST 4AND DISTURBING PERMIT AT THE SITE, I i ~ GONTRUGTION NOTES Rsa Z E 0Y
2, EN51'ALL SEDIMENT AND EROSION CONTROL MEASURES AS SWOWN ON TWE APPROVED PLANS FROM THE END OF EXISTING PAVEM 1. THE CONTRACTOR WILL ADWERE TO THE EROSION AND SEDIMENT CONTROL DEVICES ENT To THE PRDPOSEa CULVERT AT I ! ~ CULVERT X
STATION 1+09.82. CLEAR AND GRUB AREA FROM STATION 0+00.40 TO STATION 1•Ft>g,82. INSTALL 60" CMP CULVERT AND ASSOGV4TE~ FILL. IMMEDIATELY INSTALL AS SHOWN ON THE DRAWINGS. DOWNSTREAM RIP RAP PROTECTION AND SILT FENCE AT TOE OF ftLL SLOPE AND ABOVE PIPE ENDS. CULVERTS TO BE INSTAt.LED IMMEDIATELY ~ 1. KNOWN UNDERGROUND UTILITIES ARE SHOWN ON THE pRAWiNGS FOR INFORMATION PURPOSES ON Y. L SHOWN ON z b a L ES ONLY.
PRIOR 7 I AFTER CLEARING AND O GRAD NG 2. THE CONTRACTOR WILL INSPECT ALL EROSION .CONTROL DEVICES WEEKLY AND AFTER NOTE: ~ ALL EXISTING UNDERGROUND UTIUTlES MY NOT BE NOTE: PLACE A 12 LAYER OF WELL GRADED 3 4 GRAVEL NOT BED it O co
EVERY STORM D 1 WI 3. INSTALL SEDIMENT AND EROSION CONTROL MEASURES AS SWOWN ON TWE PLANS BEYOND THE CULVERT INSTALUITION. CLEAR AND GRUB AREA BEYOND CULVERT Ev GE5 LL BE REPAIRED AS REQUIRED. INSTALLATION. SHOWN.. IT WILL BE THE RESPONSIBILITY OF THE UNDER THE RIP-RAP LAYER AND LINE G O Np UNDER APRON WITH MONSANTO BIDIM C34 ILTER CONTRACTOR TO LOCATED AND VERIFY THE DEPTH OF F THE co . DEPTH OF
CLOTH OR EQUAL TO PREVENT WASHOUT. R35' ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION )NSTRUCTION. z va N
3. SEEDING AND R 5TA I I T 4. BEGIN LAND DISTURBING ACTMTY NECESSARY TO CONSTRUCT THE PROPOSED ROAD. AS CONSTRUCTION PROGRESSES INSTALL E B L ZA ION OF DISTURBED AREAS MUST BE ACGOMPLISWED PER PERMANENT ER051oN CONTROL THE PLANS AND SPECIFICATIONS WITHIN 10 DAYS OF COMPLETION OF GRADI N D~~` NG d ANY ~ ~ ALL DAMAGED EXISTING UNDERGROUNL) uTIL.ITiES WILL w L3E REPAIRED IMMEDIATELY. 'UTIES WILL. 0 o(o
OR ALL P09RTIONS OF THE PROJECT. s. AFTER ROAD WAS BEEN GRADED AND SHOULDERS HAVE BEEN STABILE M 2ED, RE OVE SEDIMEM TRAPS. CONSTRUCT BIORETENTION AREAS ONLY AFTER AREAS DRAINING PIPE AUTLET I
TO THEM HAVE GROUND COVER ESTABLISHED. 4. ALL EROSION AND SEDIMENTATION CONTROL DEVICES WILL BE MAINTAINED UNTIL l~ Z. ALL WORK P RF E ORMED ALONG STATE HIGHWAY RIP-RAP LAYER z ~ HIGHWAY w N a'
PERMANENT GROUND COVER HAS EEN EST BLI 6. INSPECT AND MAINTAIN TWE 5E'OIMENT CONTROL DEVICES SO THEY CQNTINUE TO FUNCTION PROPERLY. THE PERSON RESPtMJ518LE FOR EROSION CONTROL WIIL B A SHED. AFTER THE GROUND COVER HA5 OVERSEE THE INSPECTING AND MAINTENANCE OF TWESE DEVICES. MEASURES SHOULD BE IN P LY AN R S ECTED WEEK D AFTE A RAINFALL OF MORE THAN 0,8 INCHES. „ w RIGHTS--OF-WAY WILL ICE DONE IN ACCORDANCE WITH ~ ~ ~ THE RULES AND REGULATIONS OF THE BOARD OF )ANCE WITH w ai ARD OF 9 3
BEEN STABILIZED, ALL TEMPORARY EROSION CONTROL DEVICES WILL BE REMOVED. 12 GRAVE 7. MUD AND DEBRIS WILL BE KEPT OFF THE PUBLIC STREETS, AT ALL TIMES. IF MUD AND DEBRIS ARE TRACKED FROM THE SITE, USE A SWOYEL, BROOM, OR POWER 12 GRAVEL LAYER d IRAN5PORTATION FOUND IN THE PUBLICATION "POUCIE' ON "POLICIES ~ w ~ Q
5. ALL DITCH OR CHANNEL BANK PROTECTION WILL START AND STOP AT A STABILIZED TO REMOVE TT IMMEDATELY. GEa-TEXTILI: AND PROCEDURES FOR ACCOMMODATING UTILITIES ON L ~ ~ , CEO-TEXI1LE FABRIC w ~ .HIGHWAY RIGHTS-OF-WAY , PROVIDED BY THE N.C.D.O: TIL MES ON rHE N.C.D.O.T
PAINT. 8. SEEDING AND RESTABII,IZATION OF DISTURBED AREAS MUST BE ACCOMPL15HE0 PER THE PlAN5 AND SPECIFICATIONS WITHIN 10 CAI,ANDER DAYS OF COMPLETION qF ANY OR ALL tAND DISTURBING OPERATIQNS. w R3S ~E.E TABLE ~ / DMSfON OF HIGHWAYS. ALL DISTURBED ROADWAYS, SEE TABLE 'OADWAYS,
9. WWEN CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS HAVE BEEN PERMANENTLY RESTABILIZED REMOVE ALL TEMPORARY SEDIM GONE]' SHOULDERS, AND ROADS WILL BE REGONSTRUGTED TRUCTED
, ENT CONTROL DEVICES. REMOVE AND PROPERLY DISPOSE OF ACCUMULATED SEDIMENT AND DEBRIS FROM THE DEVICES AND RESTABILIZE AREAS DISTURBED BY THF~R REMOVAL. THE OWNER OR PLAN VIEW / ACCORDING TO N.G.D,O.T. STANDARDS. ~ PRQFILE vlEw R25
ENGINEER MUST BE NOTIFflD7 AND APPROVE TWE REMOVAL OF ANY SEDIMENT CONTROL DEVICES. z
~rCDa~.o srcD~.a srCD-a.o EROSION AND SEDIMENT CONTROL NOTES ER 1 a-a.o ~ a~cD~.o
OS ON CONTROL.iCONSTRUCTION SEQUENCE OLIT~ET PRO rwr7n scMU~ Nor rna~cxu~ warc rn ac~t>~ ~ 1~CD-8.Q rl~ET PROTECTIO TRIP RAP CAI~cuLATIONS - CONSTRUCTION NOTES
SO' MIN. NorYOSr.ns,N
INSTALLATION FALL WINTER SPRING TEMPORARY COVER AUGUST 15 -MAY 1 BUT SUFFICEENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP ISTALL,ATION C~ANB.RIC'~~
5EDEMENT ON SITE TO ENSURE CONSTRUCTION ENTRANCE IS USED. 1. REMOVE a lime 100 Ibs/1 Apo sf REMOVE OUTER WRAPPING.
1A-10-1A Fertilizer °~~~~~`~~r'«:~~~{ 0 THE STIES ARE SUCW THAT LOCATE 8E 25 Ibs/1AOA Sf 2. IF rr"ONSTRUCTION N '.';;"w+•~:•._~:~~:~:~:• THE MUD IS NOT REMOVED BY TW MAKE SUR q1~ LOCATE BEGINNING OF ROLL WITH STARTER SHEET, alai ~Ri41 TC INTf'~I FER.UIOUS °/b S~F'F CE~1H MAKE SURE NETTING APPEARS ON TOP OF THE BLANKET WHEN BEING UNROLLED. ~
Oat Seed I g 1 E VEWICLE TRAVEL- 2 b O sf ' R e Grain Seed ..:2 _3 STONE TO •BE USED``:•, 25' ~ ING OVER THE STONE, THEN THE TIRES OF THE 4. STAPLE Bt Y 1 Ibs/1000. sf ~y~ •ry a7~ p/~ p~~~ p/~~g~... oR • DTW of vEHtcLES MusT BE w ~n ~STATlC~ ! M C IIVI~W TP ~ t S A LAN ~ M LE B KET S R ~ / ECU ELY TO e~0lL AS APPLIED. C°aI C~ UNNG ~NNG UNN13
StraR M~.IICh ~ GNSIING n: ~ ,~N: i.Cs~"{yE, y,yNE VR IWVY\4/W PRVI'VJGY .7TREET~ ~F~ E„1MfL1{ING T~iE INSTRUCTIaN5 100 Ibs/10A0 sf N.b PuBUC ROAD. .ROADWAY ~ n;.~ ~ BALLASTS . ' ~;;r WHICHEVER IS CION5 RIC~IT 1+141t~4+5D 039 5 722 030 z40°/a 046 9.28 7,',~a/o Q33 X96 1.54 N~5°I p GRASS
SLIMMER. TEMPORARY COVER MAY 1 AUGUST 15 ' •i r.~• ' •t~.`.:?.i\WCC y Y.; N~~•' VI\EAT~. 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS THE EXCELSIaR BLAN r . r h ':1,. Lime 100 tbs/1 AAO sf ' °:Y: ; i°' ; • ;r :;a ::,=~t ~ ~ ~ ON TO THE PUBLIC ROAD, THE GOVERNING AUTWOE2ITY WHEN THE BLANKET :ELSIOR BLANKET SHOULD BE INSTAI.LLED OVER A PROPERLY PREPARED FERTI ' LET 1+10T03~Of1 121 5 722 030 15~(P/o LI,~ED, AND SEEDED AREA. 040 3:47 7.I~o/a Q4$ 4~2 Z10 N~ D NAG SC25D
? . .w C' ; S.r W'• Wit'». di'n' WILL CLEAN TW r~atay 10-10-10 Fertilizer ~;,::N E AREA AND INVOICE THE Fl 15 Ibs/1A00 sf SOIL OVER THE EN11F ~E BLANKET IS UNROLLED, THE NETTI3VG SHOULD BE ONTOP AND THE BLANKET IN CONTACT WITH THE L~'1' 300 TQ5~50 1,21 5 7.22 030. 105°!0 .041 :R THE ENTIRE AREA. ff IS N r~l 4.71 5.00'/0 058 4:68 1.81 N~515t} OT E.ES°~ARY TO OVERLAP, DIG CHECK SLOTS, ANCHOR DffCHES, OR I GRASS
~ _ "M•"'_~,_• RESPONSIBLE PERSON AS INDI Browntop Millet Seed 1 Ibs/1000 sf GATED oN THE t1NANC1Al BURY THE ENDS OF Straw Mulch * 100 Ibs 1000 sf RESPONSIBiLTTY FORM' IE ENDS OF THE BLANKETS. ~ 5~q~7+30 1.94 5 7.71 030 22610 045 5:96 X04'/a 086 3916 9.24 1 GR4M
/ THE STAPLES SHOULC SPRING FALL PERMANENT COVER MARCH 1 - P R!(~IT 7+~TC 11+73 1.Q6 5 7.22. 030 24:t1p/a 046 S:OOo/a Q52 434 1.62 N~~'J PLES SHOULD BE DRIVEN VERTICALLY INTO THE GROUND. EACH BLANKET SHALL BE STAPLED AT EACH I GRASS
A RiL 30 EDGE AND ALTERNATE AUGUST 1fi OCTOBER 31 THE SEAM FARMED 8 ID ALTERNATELY SPAC I Lam' ?+30T011~73 1.3$ 5 7.71 030 ED N THE CE~t1ER OF EACH BLANKET. USE A COMMON ROW OF STAPLES AT 29.4% .044 435 S.OQD/a 056 4.~ .t~ 1 N~S954 1
Lime ~ NEW CONSTRUCTION OF EACH BLANKET. 1OA Ibs/1000 sf 35 MIN. 15 MIN, M FORMED BY TWO ADJOINING BLA~JKETS DIRECTLY. USE FOUR STAPLES AT THE BEGINNING AND END I BLANKET.
10-1a-10 Fertilizer 25 !bs 100A sf EXISTING ROADWAY / Improved Turf Type .Fine Fescue Seed $Ibs/1 OOA sf IN DITCHES, THE BLAI
Straw Mulch * 1 Oa Ibs 1000 sf _ ••y~ ~ i.::; ENDS AND SIDES ANL / ES, THE BLANKETS SHOULD BE AP'LIEO IN TH DIR E ECTION OF WATER FLOW,. BUTTED SNUGLY AT ~SSiE ID SIDES AND STAPLED IN PLACE. WHEN U51NG TWO OR MORE BLANKETS SIDE BY SIgE, DO NOT
" ;,ti .t;~ , 1Z° MIN. PLACE A SEAM FARM! 6 MIN. r.• .1• •h.. t r••'.1. SUMMER PERMANENT COVER APRILI -AUGUST 15 SEAM FORMED BY EDGES OF ADJ(:~INING BLANKETS DIRECTLY IN THE CENTER OF TH WA R F E TE LOW, o p'T~I C~~I(1tA~ Tc f~lAOI,~S /a SLAB C,~'TH V1B,l~gT1f' PERONM
STAPES SHOULD BE ~ R~ C R~II ~ SHOULD BE SPACED NO MORE THAN FOUR FEET APART DOWN THE (STA AF~F»A C IM~IJI a LENGTH OF TH E BLANKET. ~ / ~ ~ t~1 u~lr~ nl~ 4~ NNG
GRASS PLANTIN 1 2 G DA S E 5 SPRIGS 5TA aNS ~ ~ APPROXIMATELY 90 TI ~ 3rCiD"~¦~ FABRIC N T BERMUDAGRASS APRL-JULY 1-2 .75 ~-5 U DEIt S ONE NATELY 90 TO 95 STAPIE:S REQUIRED FOR EACH BLANKET: RlC~•tP 1~00T~}4+t10 Q 17 5 7.71 030 37:CP/o 0~
STAPES: THE STAPES BERMUDAGRASS HYBRID APRL-JULY - ,7S -5 TEMPORARY CONSTRUCTION ENTRANCE , 066 5.10% 028 286 089 N~S150 THE STAPES SHALL BE MADE OF V~IErE, ,.091'.. IN DIAMETER OR GREATER, "U" SHAPED WITW LEGS 6' LET 0+OO1t~ 100 1.68 5 722 0.30 17.8a/ 0~ ? GRA% ' GRX%
IN LENGTH AND A 1 A worto.~au~ CROSS S ~ ON RGINTINE BAHIAGRASS MARCH-JULY 5 - - TI AND A o S,CCI 810°/a 058 480 1.86 ~C?~ 1 GROWN. SIDE AND GAUGE OF STAPLES USED WILL VARY WffH SC?IL GONDff10N5. lffC' 1•K)4Tt~3+50 1.OB 5 722 030 21.t~'/o 044 ~10°la 051 4~ 1.~
THE STAPLES SHALL CENTIPDEGRASS MA12GH•-JULY .25-.50 .75 - 1,5 N~Si54 oLES SHALL BE DRIVEN VERTICALLY ~II~'0 THE GROUND, SPACED APPOXIMATELY TWO (2} LINEAL YARDS LET 3+~'4`I~6~99 071 5 722 030 /o 240° 046 234 4.34°/a 059 298 9.37 NA~S150 ? GPI
ST.AUGI5TINEGRASS APRIL-JULY - 1.0 - APART, ON EACH 51DI MIN IN EACH SIDE, AND ONE ROW IN TIME: CENTER ALTERNATELY SPACED BETWEEN EACH SIDE. (60 GRX%
TALL FESCUE SEPT.-OCT.1 ~ s - - STAPLES aN EACH Bt zoY51aGRASS MAY-JULY .50-1.0 .25 -S ON EACH BLANKET). USE A COMMON ROW OF STAPLES ON ADJOINING BLANKETS.
M EXCELSIOR BLANKET T (0 BE INSTALLED AS ~ATM~, SHOWN AND AS DIRECTED BY ENGINEER. 06
1. aPT1MUM DATE OF PLANTING. SEEDING BEYOND T ~ MIN, HESE DATES INCREASES THE CHANCE OF FAILURE. PAYMENT TO BE Af THE UNIT PRICE 1 a G~i t~RA1N~GE Tc I PB~UIOl~S /a
NAMED IN THE COkV T ~ TRAG) C FI.~N , ~STA AREA M C IIV~VI a
2. POUNDS PER 1a00 SQ.Ft. FILTER ~ / UNNG LiNNG STAPLES WILL NNG m p a
FABRIC 3. BUSHELS PER 1AA0 5Q.FT. APPEAR AS A RIGHT 4~lOn?5+~ 247 5 7.71 A34 204% 043 7.67a",~Op/a 068 5148 233 N+~a "5" ON 1 D CE
RIGHT 3'~Op~C}5+99 1.39 5 7.71 030 200°/a 043 432 5~5t~'/o 055 475 1.89 N~C1 MASS IL
. ELEVATION Seedbed Preparation. Remove rocks, stumps, roots, etc: Apply lime and fertilizer 1.8=T OKJ01~5+~ 087 5 722 030 226°/a 0 .45 281 a50i'/a 047 4.2!6 1.61 N~5~f50 ~ GRASS
then rip the soil 4 to 6 inches fin mix the nutrients into the sail and to loosen and roughen it to recieve seed.
FLOW Seed Tem ora cover to stabilize tem ora sedimentation control measures and ether 6 THICK LAYER aF U5E 4 STAB USE 4 STAPLES ACROSS AT THE START OF ~ ~w~t~'tAt'~I'IC~"i'i
EACH Rall accomplis ed. f planting season is na sui able far installation of permanen# cover, 3 4" STONE THROUGHOI Contractor shall mstaH tem arary, cover suitable for that season and reseed with , EACH ROLL AND CONTINUE TO STAPLE THROUGHOUT THE LENGTH AT 4 F$rtl'1 ~ 004000000000019
permanent grass at earlier risible date. FILTER INTERVALS P sslbfe~iear'S~sS~r'N~S1~ 1.75 INTERVALS a'lOtf'1EC' ~fiICt1 OOt'~fOI bl~liCek ~ fa" ~ $1r~' D ~ it ~id5 8"i ~551~1@ ShE~" lip ~qq po0aaa00
FABRIC 24 MAX 1 * Anchor straw mulch by applyin an as halt binder emulsion at a rate of 1 A allans AT CENTER 1N AREAS V IN AREAS WITH HIGH WATER VELOCCTY, Pk~1SSIbI+B'S~SSfq"N~=~(~ 0 O ~ b O ~ .
9 P 9 per 1OAO SF, or instap jute, paper ar twine netting or excelsior mats staked to STAPLES 51 STAPLES SHOULD BL: 0~! FOOT CENTERS. • Firm s~bls fa» NAG 0350 = 32 O o , o SEAL. o n
ground according to the manufacturer's instructions. MAT WIDTH ~ ~is~ible Sher S6~,ss far N~ C150 (STANDARD} 225pe~'' 0 CIO p o 0 27892 cp. 0.0 0
CLASS A 12rCD-R.0 14r CD-8.a r rrrwr.rra _....r.r_...... - ~ EROSION CONTROL .,TONE 15rCD~.a D-8.a a~r_n.~_n o ~ pp` r~., ObbG. ~ ppn~I: t I C C~ e~~ . 1v O .
*MMUNNG UGHIMPULrE CHECK DAM 0 Wff ~ ~ulmw ALL TEMPORARY AND PERMANENT EROSION CONTROL BLANKETS WILL BE INSTALLED PER THE MANUFACTUROR'~ SION CONTROL BLANKET INSTALLATION DITCH CALCULATIONS RECOMMENDATIONS. 'UFACTUROR'S °a°o~AO ooono ~~4 0°
INOT TO SCALa 1"T TO 3c" SECTION JEROSION COI mmurroscALK CALE NOT TO SCALE 00 P
T " G f TOP d BOTTOM 10 1 a © OTrI rl TOP a Barren D" > 000000;000
!,4:3 T5 0 S" TOP a BOTTOM 2.«p» d I M'0 , 7 a 4"-0" r 2-"B° " H. 2" N 2 M• ~-4 2" leis TS 0 S M a Wit 2 d ff N t B SPA. 0 11w ! 2 FILL FACE 2a. h " ~p M Z ii!{E_. " a 2r 4 2" r H
N d N CA d 6 SPA. 0 11 I -n co Zw BARS IN FILL FACE v yeti " w FII 11{ _ t TOP OF FOOTING V " a a "Y°0 1'-1O° LL. ..J ©c " r d, 2iy t z SAM IN FILL PACE « M 2 NOTES: FILL FAIM T0209 CLASS i RIP R SEE SECTION THRU BASIN n • N fry 11'1 FT. « t AP( BELOW)
ri " "Y 01t COW= = M z -4 > ~ TOP OF FOOTING c 0 rlJ Sd a7m 21 gETATL 0 "v°011" v a 11.100 u.`} THIS PRECAST ENDMALL MAY BE USED FOR THE FOLLOWING W ac c; DETAIL 1E~INa WALL _J -4 STANDARDS: 836.21I 568,67/ 836.33 AND 668.38. Ur r N r ooa}= N ..4 ~y *
F-6 r ( PIPE NOT NNW W (Lr =d 9 c? x1 , I2 r a Sf1 o -0, ~ r as V d r a r •0 ~=0O ° Yf O f"- " S" s a T4 Q M = Od 22 r a PIKE NOT "H. W ~I.S r~, QO 1 0"_4 INSTALL PRECAST ENM"S WITH WINGS AND PAY V " SHOW i-U o R'~1 ~~yy, FOR IN ~ M2TN MECIFICATION SECTION ON. W~ U.w
N r 0 twli w a I t; 2 W `o -n t? 7Oy I = ~n.H l~dM '4 ro m c d t7 " a H 4" _ =y o 0 1.O 11.a" * USE 4000 PSI CONCRETE. Q Ca H F- W z "fir PROVIDE ALL REIIV~ORCINa STEEL WHICH MEET8 A9TM A816 MW ~IF- © =
> fix 0 co v b 9 a s > r. b a "N1 r T4 > D 4 - 14 m OC o f76! _ FOR DIME 80 AND WELDED WIRE FABRIC CONFORMING W ~ W M.J l r' © dI TO AWTM A1SS WITH x MIN. o 'r CLEARANCE. T a ht • o / v. r f f A o N Job Number: 0702
I za is .0T T4 r r + b• B •"S o a Ts 0 B n« w Lua .0 ( T4 Z3 Br I. r ruff r PLACE LIFT HOLES OR PING IN ACCORDANCE WITH F4 11. 1 H2 H2 Om STAMOAw 1828.704. FM CLASS 1 6" T8 4? 8" g" a M CLASS 1
p i 3 - N2 , „ Ct 7a Tue ' a 42 r N '-f1 " -6 SPA. 0 1f' WNW BM SECTION AA r w 5 SPA. 0 11" WNW BAR$ IN Barren OF FOOTING N W d o C8l1 I * PIKE TO GROUTED INTO HEADNALLAT RIP RAP « p 7C H1 Al I JOB SITE BY W 49 - _ r r I HEADWAL SECTION •AA, RIP RAP Drawn SCP
IN BOTTOM OF FOOTING SECTION BS x-71~ SECTION • PLAN SEE SM. # 636.45 FOR 686RALNM. ' ? PLAN SECTION • BB ALL ELe~rrs PRECAST TO MEET ASTM C91S. * WELDS, WIRE FABRIC MAY BE SUBSTITUTED FOR REM ~ t~ AS STT). 8 $38.098 FOR GENERAL NOTES. - - - - 1r. « AS tONa AS THE SAIB AREA OF STEEL IS PgtMIIQED. Checked spa r Date 2-12-2007
BILL of IATERIiII. M EISIML o * CHAMFER ALL CORD 1 OR HAVE A RADIUS OF 1", r WASHED STONE KASHED STONE Revisions
. « REINF. STEEL 1 PIPE .,M 4w BILL OF NAl1UM, F01[ ENIMM. ° _ , t ~ THId(X X HIGH N t REINF. STEEL 1 PIPE „j e" a" D.C. (wp.) 4ICK X X NIGH MIN.
m m m BAR SIZE LENGTH NO. .J m d M ME61tf 'r! w d m h _a 2.61 81 04 5-6 4 15 Q Y mZz w 2-01 PIPE N0 B aCp) REFER TO MWCT NMI f m _ J REFER TO NidU€T BAR SIZE LENGTH . o FOR BAR slzE FOR BAR SUE NGIfM THE MINIM BAR SIZE $HALL BE #S BARS
d " g 2-VI 0 On FILL FACE 82 #4 4'-6"' 4 12 U. CO M p r d 8 2•Vf O 9" FILL FACE MQ«~ _ ° 81 4 5'-43" 15 w t11 PIPE NaT ± rc C Ga = W MP CTS.THE CONTRACTOR WILL HAVE THE OPTION = MJ 82 84 4 -8 4 12 LL 0a W o ELEVATION SIDE TO IHC!lFA6E THI6 BAR 822E AS NEEDED. o a.l FER$Pr11V VIEW
Z is GO a 1-VI STN. FACE _A1 _17 , , on " 35 4s 0 c; W O Z" CO " A = r H1 #4 6.0 10 40 W to Q = k 1•Vt 8111. FAQ > 91 -8'-13 u ° NO SCALE 8`7 ._2 35 H1 04 8'-1)" 10 40 z m co
W t'• 111 2.82 M M is 2.82 H2 #4 4'-0" 4 11 3t : a N1 #5 3-11 10 41 it ~ ww Z H2 44 4~rfDn 4 11 us co 3 W w
d s Ba OIA. OWNS d ~ d r a i /y ea ? pN G" ABOVE FLOW LINE N2 #4 31.5n p 14 C. 0 0 Q V ( 5 SPA. 0 11w FILL Q w ® T1 q r~ B ABOVE T , 0 OW w NS N1 06 '-1, -11" 10 41 ti x -4 ENDWALL DINENSIONS ~ M W wz tom;. © W Q ) FT. MINI W n• N2 414 14 YUM MIN.IMAX. MIN. (MAX. MIN. G GRAVEL & RIP RAP FILTER N cc o- ~ Q FT. /MAX. MIN./MAX. MIH.IMAX. BERM BAS OETA IEW BASIN DETAIL
2 SPA. 0 f"•1 ° FACE 2-Y2, 243, 2-V4 Q„ r FLOW LINE N z G 012 GTa .0 TAPER ~T - FACE 240V 1-M2 r 70 PROTECT EXISTING PEE INVa PER DET L, o o PIPE DIA. BAH SIZE H1 FT. Hg FT. D FT. o ~ IS DMONED Q- ~ ~ ) I } I ) ~ W2 ~ THAT T DRAIN DRAIN 10 ACRES O q~ ~ Q M ES LESS. ISS71NG PIPE INVERTS
0,40 9 r a 6 -V M S Sw 6 SPA. 0 11" m 111 c c a SPA. # f -3n FILL r" T1 #4 12141#1 51 TA d m a FACE 2-V2, 2 n 6 SPA, 0 11" FILL a A . aa? 0 1,0 445 @ a 1.25J2.00 2.0013.75 1.2511.75 3.0013.76 5.50/10.00 FACE 2•N2 2r•3 ~„12 ~ I # , 4! •r4 Tl M4 -13 8 51 © . m k
m o0N3T. JT. 2.81 2-N4 FACE 3-M1, f Nt 2 SPA, # f -10" T4 #4 5'-6" 6 22 F- m i•e11 1tot srn. 1w. I FILL FACE ® t -1 m CONT. JT. 2•Bt 2-N1 , Hx 1•Y2, 1•Y8, 1-Y4 T5 #4 2-6 36 60 W W a SPA, 0 f'-a" FILL w 1.26 446 e 89, 1.9512.00 3.00l3,75 1.2612.00 3,5013.76 6.5010.75 x T4 #4 41n $ 22 1.50 A5 0 an 1.2512.00 3.0014,25 1.5012.50 3.5013.75 8,5018.75 fd R_ - o v fi SEDIMENT STORAGE FFMIAL RAW NOT RELEASED
Z ,J 0? Mt FACE 3•H1 f - a M z ELEVATION Vi #4 fit-an 6 25 d 111 !LEVATION v2 SM G) Y4 V2 #4 6r-ie 6 20 N Z o FILL T5 38 $0 0 44I M r, « W n $PA. Q 1 10 V1 _S4n 25 v f,0 A 2.0 N6 8 8 1.50/2.50 4.0014,75 1.7512.50 4.0014,25 7,501a,26 FLOOD STORAGE PONE FILL FADE #4 f $ D n FOR CONSTRUCTION
4) 0 Zf a'-Ba W z t-v2, W q! IN 7 V3 " Y4 #4 81-1 1" 6 16 d 2 IL UD ar-BN T ~ 42 1•Y2, 143, 144 I•r. n ~ 2.5 Irs @ a x.60r3.~ 4,0018.00 2.0013.00 4.50/5160 10.00111.50 O~1 4R W PIPE INVERT V2 84 3 tit. I B 20 a 10 all m rJ zT
x~ d N Nf z ;x 31* .9 6 11 W Z :tw 17E X s1~" V Z2 a'-S" V4 #4 2 7 d 1 ~ r a 22- r I V3 34 S'-11" 6 18 'tJ 11. 47 p "T1 I 3.0 #5 8 a 3.0013.59 5.00/8.00 2.7518.50 5,2515.76 11.50111.75 J AREAS TO BE RIP RAP HEADWALL Y4 , 1 n t"i Q V4 4 $ 11 W ° ;b ® 3,6 415 0 8 3.2514.50 8.0018.75 3.2513.50 8.00/8.76 12.00113.25 Z M DISTURBED Y4 W p :7 )W rp :ADwALL Sheet Witte
1,, a p„ H a N w Z1 #5 4~.4 4 18 W Nrr a o H .r N Za 2'•s" T4 Z Z2 #4 3''10" 4 10, N A w Z3-'-gw G" Ht ' 4.0 4t5 f a" 3,5014.60 8.5017.00 3,2515.50 8.5018.75 13.00 1 .x W a; (CUT. FILL. ETC) -7 §aD #5 4-4 4 1a uy If " r s 5 21 o NA
N1 S"-S" N d 8-N1 -3-N2 Z9 #4 3'-2" 4 B N1 5"•5" a IN W « PLAN 4.5 n 4 d Z2 3 -i0 4 1 N5 0 $ ,00/5.00 8.50/a.SO 3.2514.00 7.0019. #4 0 25 13.50115.78 D, S Yg M4 "31 4 $ 5.0 a5 0 an 4.5015.00 7.0018.50 3.2514.00 7.2519.25 13.75115.75 DETAIL
Rd 3-6 f,. p j t t ~Jw r w 1 5 VIA. @ f1p H2 a -6 r- N YK. T4 1 1 ~I i "H" "N" BmS n " "H" "N" n r? s•N1 s. Z" FILTER FABRIC 5.5 05 0 8n 4.6015.00 7.5016.50 3.2514,M 7.2519.25 14.00115.76 GLASS 1 RIP- FABRIC SHEET
Z SRS WING ELEVATION BARS BARS ~ Bm5 IM:INF. EL 4119 ISNEEI fOF2 ON". "No. rN LN Sf - 46 0 8" 4.5015.00 7.50r8.50 3.2514.00 7.7519.25 14.75/18.75 7 WASHED STONE S SPA. 011" RUNF, 4d19 I~Q1E~
Q Z BAR OIMF mms ARE OUr To our. SHEET 1 OF 2 ET 2 OF 2 "H", "N", 5 NZ" BAR 0128 $ION,4 AM OUT TOT OUT. - 838.27 19NO ELEVATION CtHI. JA.C. CU. YQ& 5.6 838.27 838.27 17/CD-8.0 pp ff DIMEN MAX. SEDIMENT pEPTH(CLEAN OUT POINT) 51~4S ARE E«EYATION Cull YDI 5.9 SHM 2 OF 2 ISHEET 1 O SHEET 1 OF 1 MINIMUM ACCEPTABLE N OUT POINT)
838 «Z, L836-61 n UNLESS OTHERWISE ii17Q«s0 NOTED.
j] N HR i AN I PIPE AVERT" PIPE
Q/CD-8aQ 191C D-8.0 20rcD-8°o Sheet Number 0
REINFORCED CONCRETE HEADWALL REINFORCED CONCRETE HEADWALL. KnT Tq SCJUA NaTTOSarLM PRECAST CONCRETE ENDWALL
ARCH FILTER NQT Ta W.Nx rlrlrn.sw»vls.wr NDT To Se" e
Wow"" CD

~
~ 3'.
w \ ~ Ex. CoNTOURs
~ ~ ~ ~ ~ TAKEN FROM ~ ~ PERSON / r COUNTY
~ CURVE 2: ~ ~ ~:EE SHEET Ca-2,a r NcaoT LIaAR ~o
~ > ~ 1 ~ uMlrs aF Cw ~ 1 s 1 ~ \ s sz w ~ r~
DISTURBANCE TYP. ~ t ) Y :115.59 FT \ R=31a.0aFT ~ 51LT FENeE TYP. { ) ~ 1
~ L ~ 22i .29 FT ~ ~ ~ SEE SHEET CD-a.a RE: 1 /ca-8.a -1 1
ti
ARCH FILTER ~ ~ ~ 1, ~ STOP SIGN (TYP.} ~ ~ r ~ ~
RE: za CD-8.0 ~ r ~ r:
TEMI~ORARY SEDIMENT TRAP ~2 PROPOSED 5a / SEE SHEET CD-2,0 ~ ~ / \ , \ rip EXISTING TM
TEMPORARY DIVERSION 1 ROW {TYp.} EX. TREELINE \ DITCH INTO SEDIMENT ~ ~ TYP. \ r 6 GRASS \ r FIELD GLASS FIELD
.r>>~ TEMPORARY DNERSION DITCH ( ) ~ TEMpRARY SEDIMENT TE TRAP / EXISTING ,~r;~~ INTO SEDIMENT TRAP ~ 50 0 ~ PROP ~ SEDIMENT TRAP ~1 OSED ROAD CENTERLINE r ~ TEMPORARY DNERSION R
RE: 5 CD-$.a .,:w GRASS LENGTH RE: 5/CD-8.a ,.:~4- ;y-~~-.t.,, ~ h .w,., ~ r VYIDTH r 4;, ~ FIELD LENGTH 24 . ; ~~k. ~ ~ DITCH TYP. r`~~.. ~ ~ wIaTH - sa PROPOSED 5a
~ t) DEPTH r.,?, ~ti>,, 1 / a 1 aEPTH = 2,5 >u., Raw (TYP.) ~
` PROP SED 18' VOLUME ffi 17 a 1 .w roc n 1 i.~ )LUME ffi 1781 F / EX. TREELINE TYI c PIPE PROPO ' - ~ ~ 5ED 18 REELINE (TYP.)
G. PAVEMENT P. WEIR LENGTh ~.~b _ fi RE: 4 C NEIR LENGTH 4 _ / SEE SHEET Ca z.a p RE: 4 CD-8.a SO ~ AVEMENT (TYP.~
/ ~ b f~ i g ° / .
N ~ ;:ice-~~',`'""~~ v. _ , ~ ~ - ~ F : LIMIT OF S w ~ r STOP SIGN DISTURBANC N
rn ~ TYP.
~~c; 4 a:r:' rsw; • a W ' $ ~ Q " R; r W .D F- 0
~ 342. ~ ~ # _ a
. 9 . ~ 1 ~ rn as h SILT FENCE {TYP,) .R W + ~ 6 k ~ RE' 1 CD-8.a . ~ ~ cD Lu LO
/ 5 / ~x RIP RAP ~ r / I ,i ~c S -v~. APR N ~ ~ ~ CL Q 00
/ PIPE ~2 j \ EXISTING . , O ~ ~ CURVE 3: ~ 0'~ ~ F' SEE SHEET ~ ~ CH = S 85 42 4 ~ . 5 V ZI
r STA, a+32.$8 GRASS ~p 5~.r o _ 2 w m~... z E,
SEE SHEET CD-2.a SILK FENCE OUTLET {RE. 6/CD-8A} FIELD 6 .r ~z R - 31 Q.aa FT _ k TEMPORARY SEDIMENT 6
20 X2a STORM DRAINAGE EMENT ~ ~,/z~ a'- f . , ~ / 1 L - 258.52 FT a f:~ ~,r. .PIPE #2 a / p 4 ~ .r ~4 / ~ SEE SHEET' ass / ,r / ~ o ~ z © U
RIP RAP APRON PROPOSED ROAD CENTERI,iNE u~, C,^ \ J ~ ~ SEE SHEET CD-2.a ~ , EXISTING SEE SHEET CD-2.4 cD--2.a _ rING / ;t; CC CO
TEMPORARY ONERSION ~ / GRA55 x, PIPE #3 DITCH INTO SEDIMENT ~ ss ` ~ ~ , n. ID to
FIELD ~r; SEE SHEET CD-2.a , TRAP LD 24 x24 STORM DRAINAGE ~ 1 :9, ~ , ~ti ~ o -F o
/ 1 a X7a SITE TRIANGLE {TYP.} , EASEMENT TYP. ~ f r ~ ~ ( ) u- / EXISTING ~ . CW 00 co
63 51LT FENCE {TYP.) ~ , ARCH FILTER ,r 2.. / GRASS 6 v
~ / SEE DETAIL 1a RE: 1 cD-8.a /CD-$:o ~ , / FIELD yf ? • / w rn
' r' ~ FC)R CUL-DE-SAG DETAIL I RIP RAPrAPRON -W 1a x74 SCfE TRIANGLE TYP. . ~c~4 ~ i a z ~
':y. SEE 5H ET CD-2.a o F , ~ ~ SEE aETAIL ~ ~ a ca-8.a / w ~J w
/ 1 I FOR CUL-~DE-sAG DETAI r L
/ ~ 1 r
~ ~ r~~ ~ TEMPORARY DIVERSION DITCH / EXISTING IN / ~ ~ TO SEDIMENT TRAP GRASS 4G
~ ! PIPE 4 EX. CONTaURS TAKEN FROM r~ ~ / / ~ RE: 5/CD-s.a FIELD
PERSON COUNTY NCDaT UDAR 5EE SHEET CD-2.a r FUTURE LOT LINE {TYP.} / r / ~ `
1 ~ j;~N TEMPORARY SEDIMENT TRAP #3 T~MfRARY SEDIMENT SEE SHEET CD-2.4 FUTURE LOT LINE TYP. 0
~ C ~~T ~ } I~AP #2 I < ~ SEE SHEET' CD-2.0 SEE SHEET CD-2.Q
i ~ ~ ~ 1 r ~ .
i OMM4
i TEMPORARY SEDIMENT ~ ° ~ e, ~._~4~
SEE SHEET CD 2.0 TRAP #6 . ~ ,:tip ~ ~
5EE 5H EET 1 ~ 1~ a oftoft
CD-2.0 r ~ ImW
5a 0 50 100 15C 1
¦ ¦ 150 50 0 50 100 ' 150
r » , ¦ ¦ ~
Scale 1 = 5~
€ i Scale 1 54 W,r....__...,. ~ I
_._.M..._._......~.~...~.~.,.~..~. ----r---- w__,_~,.
W
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625 - > > a a 625 635 SL PE -2.00%
635
ut BREW
oel iRZ i4-_~~ EXISTING RIGHT BANK GRADE
620 00 n--~~ --^v-ar'vv-Ee - sAJ^0 m -ep K 31.92 620 630 0- Job Number: 0702
e~ 40 W E -2.44 o vi 0y " 630
o ~ a Pip- II ~ Drawn scP Checked SPB
- µ Date 2-12-2007
a ~ PROPOSE 18° RCP oo?~2 .00 Revisions
615 INV 01 JT 671 60 cc m 615 1525
> > 60' LONG, SLOPE = 2.20 625
PIPE #3
PROPOSED t "RCP
IW IN 610
68' LONG, S PE 1.70% Eilti) 620 w - 620
CL ~ E=0.65 STA. 0+00.0
FWft PANS NOT RELEASED
FOR CONSTRWTiDf+i
605
605 615 PROPOSED 1 RCP _ INV OUT = 6 1.60 615 Sheet Title
68' LONG, S PE = 1.707.
PLAN/, _i
i
600 PROFILE
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+00 - 600 610 ~ - - - 610
'+00 7+50 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 6+50
PROFILE VIEW: 13ESSIE LANE - STATION0+00 TO 6+98.87 HORIZONTAL SCALE: 1 50' = 50' PROFILE VIEW: HEATH LAND -STATION 0+00 TO 5+98.$1 HORIZONTAL SCALE: 1 )I = 51 50 ~ Sheet Number
VERTICAL SCALE: 1 " = 5'
VERTICAL SCALE: 1 " = 5' CD 2.1
- - - -

~ EX. ~ TOP aF STREAM BANK ~ 1 NOTE: ~ ~ g j
~ w~;~N ~ SiGNS WILL BE PER N.C.D.Q.T. STANDARDS J ~ ~~ax ~ ~ r ~Y 1 '~:,.v~ ~ r l ~
~ ~ ~t ~ , ~ ~ r a, ~ ~ y , r 1
r r r f
a t~ 1,,,.. f ~ t- } ~ n ~ f
~ GONC ETE HEADWALL 2 I 4~ F r
RE: 1 ,18,19 GD-8.0 / j ~ 0 EX. CONTOURS TAKEN FRaM TEMPaRARY DIVERSION J TEMPORARY SEDIMENT TRAP 4 , x ~ ca G , , mr \ i5k
PERSON COUNTY NCDOT LIDAR BIOR NTION AREA ~1 DITCH TYP. ~ ) 1 r-~< ~ RE• 2 ca-8.1 LENGTH = 28 ;iYP.) ~ ~ , t ~ - Q
/ RE: s cD-s.a I ~ 1 , 1- WIDTH - 80 s.a l DEPTH 3 ~
I \ TEMPORARY SEDIMENT T P 5 ~ VOLUME 4503 CF ~ ,
- ~ LEND = 20 N01 1 WEIR LENGTH b 8 , s o I ~ l ~Ip _ ~ RE: 4 f CD-8.0 ~
WIDTH = 75 51 NS WILL BE PER N.C.D.O.T. STANDARDS. PIPE 3 ~ ? 4~ DEPTH = 3 STA. 7+28.95 E ~3 ~ t 1 o ~ +28.8fi ~ EX. TREELINE TYP. A ,
t vaLUM = 2421 GF .r, PROPOSED 18 RCP ( ~ x E Y b.• . ~ S ~ B RCP ~ ~ ~
/ y ~ WEIR LENGTH ~ 8 ~ 58 LF 1.70 c ~ ,fir. { ~ f~= ~ o Eft. GREEK AND ~ 1.70 Q „ro . ~ ~ ~
~ .F``'` RE: 4 D-8.0 PROPOSED ROAp CENTERLINE iNV IN = 622.76 / ~ ~ ~ ~ INV OUT = 621.50 622.76 ~ EXISTING. STREAM SUFFERS ~ r ~ 621.60 \ ~ GRASS ~
~ 1 ~s SILT FENCE i wa r FIELD a -.~,-w.... t v' ARCH FILTER TYP. ~ ( ) C
'y ~ ~ TYP. I TEMPORARY SEDIMENT TRAP 5 t ) RAP fi RE: 20 CD-8.0 8• ~ / t' k, ~
1 ~ ~ LENGTH = 26 I RE: 1 /GD-8.0 / ~o 's~ ` WIDTH - 77 ~ o ~ , 77 TEMPORARY SEDIMENT RAP 3 , ti ~ ~ # h
/ ~ DEPTH - 3 ~ x~ SEE DETAIL 10/CD-8.0 , H _ 3 LENGTH 23 ~ a~ / u. R o p ~g ~ 0 CUL-DE~-SAC DETAIL
STaP SIGN r ; ~ r~ STOP EXISTING VOLUME = 3711 CF Y ; ~ ~ ~ ( } W ~ a M AHEAD SIGN GRASS EX, TREEUNE TYP, R 30 ; : ~ d WEIR LENGTH 6 711 CF ;~sr; WIDTH - 65 6 , R=30 S o~ ~ N
~ IELD ~ ~ ~ u~ PIPE 4 RE:4/CD-8,0 I TEMPORARY ~ ~r.Y, "5°" rt}.!.~ .spa a" ~ i ,..Mr , H 6 DEPTH - 3 \ a ~ , CD-8.0 VOLUME = 2585 CF ~I W
I ~ .sl 4.Y F, w~M .,ati - \ - DIVERSION STA.6+40,04 I ~ I l ~y x..M . - WEIR LENGTH 6 F~,` i r
~ PROPOSED 18 RCP ~ <; ~ ~ DITCH INTO n ~ 48 LF ® ~ r- ~ SEDIMENT 2.50 0 ~ ~ EXISTING ' ~ GRASS top~ yy ~ ~ 41J W
~ TRAP IN - 521.69 ll:. ry~M~ FIELD ~ CL c6 Q 0 Z 00
~ INV auT 62x.49 ~ ~ ~ RE: ~ 6 1 \ ° / . ~ r (0
1 / ~"s` j ^ 'S3~ \ ;77,• r 1 \ . E 0)
4 N ~ 4 v... '3 S~ ~ ..nom.. t~:, ::G ,
y: ^ ,.r~. , ,^.r:.,., a~ ~ ~ ' ~ SILT FENCE gUnET 1 z ©L°
t'"" ~ y`a ~ ~ - 312 52 E ~ Rw30 1 ~ . ;rz; N. RE: fi CD--8.0 / 1 r r } a v(
~ 728.9 ~ .~#„c 5 y . ~ a r 42 C) - °
1 ~ a TEMPORARY CONSTRUCTION ~ ~ Io a N ~ 1 . , ~ Z U) cam!
I ENTRANCE ~ ~ \ + ~ ~ 51.51 F7 ~ 00
~ / ao . ~
~ ' I• r`` Mx ROCK CHECK DAM 50 f~ R-30 ,.4 ( ~ ~~xr CURVE 1: ~ ~ ° t ~ TEMPORARY DIVERSION DITCH / a ~ ~ -rye CH ~ J W t~l1 ~ W aJ
~ ~TYP.} SILT NC P ti. PROPO ED 18 FE E (TY ! \ _ 1 , INTO SEDIMENT .TRAP N 36'57 49 W y v.: / . ~ T 136.63 FT ~ NN a 0 z
~ ~ RE. 14 CD-8.0 LIMITS aF RIP RAP APRON 10X70 SITE TR}ANGLE TYP. K ~ ( PAVEM T TYP. ~ } d ~ ~ ) ~ ~ CLASS B STONE, ~ : r~~~ ~ DISTURBANCE (TYP.) ~ , R=310.OOFT 4NE ~ ~ ' " L = 257.37 FI' ~ , ~ z .C
~ 18 THICK 9 0 ~ ,N~:. I LNG, 7.. ~ =Xr SILT FENC (TYP.) ,NG R-~3a b r 10X70 SITE TRIANGLE TYP. ~ ~ ( ~ . r ~ ~ \
~ 10.5 WIDE I 1. ~ l ~ PROPOSED 50 ROW ~ RE: 9 CD-8.0 IDE R=30 / ~ r ~s.o ~ t
~ / EX. EDGE OF PAVEMENT ~ , ~tn~.~ - TYP. ~ ( } PROP( 'y T ~ ~n BIORETENTION AREA ~ ~ NOTE: CONTRACTOR IS TO USE TEMPORARY PROPOSED 20"X20, ~ , DNERSIONS Tq DIRECT RUN--qFF INTO SEDIMENT
mTi f ~.1 i a ~ ~ PIPE 1 ~ ~ RE: 3 4 CD-8.1 - d / ~ 62 ~ EAS STORM DRAINAGE ~ 1 ~ ~ TRAPS TO THE GREATEST EXTENT POSSIBLE. ~ EASEMENT (TYP.) ~ ~'x ' t ya ~ 1
STA. ~~+a9.82 _ 1 f v P p f i ,
EX. RIGHT OF WAY ~ r `r,:> - PRO OSED 60 GMP 68 F 1.76 x,62 ~ PR \ ..gyp C PIPE 2 ~ ~ ~ / ~ ~ r / ~ PROPOSED 18 RCP . ~ ; ~M
~ INV IN = 598.80 r ~ r ~ ~ ~ ~ - iNV UT - 597.60 ~ NaTE: 50 CMP CULVERT iNSTALLATiON ~ ~ ~ ~ / 60 LF ~ .~.20~ ~ ~ / ~ TEMPORARY SEDIMENT TRAP ~2 ~ / r
~ ~ i Will BEGIN ONLY DURING A PERIOD iNi INV iN - fit 82 \ ~k.: TEMPORARY LENGTH = 34 iNV OUT - fi~1.fi0 'r
~ ~ r ~ ~ GON RET N W 1 1 C E EAD ALL ~ T M z aF LOW S REA FLOW aND WHEN Na ~~>,,r RE: 17.819 CD--BA ~ r ~ ~ ra.~~ DIVER I N WIDTH = 85 5 a 1 P °t STO SIGN (TYP.~ ff~ DITCH INTO DEPTH = 3 r
~ ~ ~ / RAIN IS FORECAST FOR MINIUMUM OF Q 1 ~ \ ~;;:Y: 72 HOURS. ri ~ SEDIMENT ~ ~ VOLUME = 5031 CF NOTE:
~ • RIP RAP A ON f "`,7 < 1 ~ CLASS B ST E, / TRAP W R ' ~ EI LENGTH = 8 I ALL CONSTRUCTION TO COMP ~ / LY WITH
~ A 18 THICK, 2 LONG / I ~ ; ~ FUTURE LOT LINE TYP. { ) ~ RE: RE: 4/CD-$.O N.C.D.O.T. STANDARDS FOR SUBDMSION ROADS ~ ! r
~ ~ RE: 9/CD 8.0 / / ~ ~
~
5Q d ¦ ~ ' ~0 10J 150
~ ~
Scale 7Y Scale 1 = 50

~
645 r~ 645
I
f
I - t 104
6~a Curve Len th 140.00 K = 1.05 ~ - -
I v 6, 640 M~
U I Z a`? •
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.n. _ 1 tt7 W J
5 ....~--3 ~o ~ v o ~ , cl o
w ~ o 6,
{ . ~ tnw / +r o ~ ca ~ ' o
~ Curve Len th 215.00 .._.-.~._..~....-.w.~. i K = 3.75 d .r" ~ U
.8 tN rn I N r C) M I M m u~--- _ ~ rt
630 ~ _ / vy w o ~
~ h h z ~w ~ 0 11 0. M ~ 638
w- a a ~ o • r oo0000000000
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62S M ~ g1 - ro ~ ~ 6t 625 cn p 27892 e
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Curve, Length 165 00 > - a~~a~0000040~0
620 CurvLength = 215,00 z K=31.71 nj K -__58W 00 6
% 620
Z II H 000-0
EX. S 1142 t<- _>j IS77NG CENTERU E PROFlLE MPE
615 w SLOPE _ -1.7$% o - ~ T, a TA. 7+2.96 6 Ef~-1 Job Number: 0702
~ rn ~ > PROPOSED ENTERLINE PRO ILE 625
M + O ON n 00 cx~ A-- e0o 522. NV OUT G21 60 Drawn scP Checked sPe
0 O co II II IG, 'St = Date 2-12--2007
PIPE #4-- Revislong
610 - - PROPOSE DI "ROPOSE 18" RCP
L.L UL NV IN = 610
- 48 LONG S LE' LONG SLOPE = 2.5 %
p ~1.7gy- ~
605 + o 1 Ao -X/4'11. I - - -
u II D PARTIALLY PAVED. CMP PIP WILL MEET AL 605
a > j \ UoT-SPECIFlCA ONS'FO?i~tJIA .
(n lui FMft PLMn NOT RELEASEp
FOR CONSTRUCTION
- 600 V:12/CED-8.0
6( 600 Sheet Title
i
598.80 597. 6 -'s^t6~ - PLAN
PROFILE,
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 `.i+00 5+50 6+00 6+50 7+00 595
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
PROFILE VIEW: DANIEL RIDGE LANE -STATION 0+00 TO 11+7;3.03 HORIZONTAL JAL SCALE.: 1 50 Sheet Number
VERTICAL SC L S1 " 5' CD 2. 0

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, ~ j,~ 1 q ~ STREAM BUFFER (50 80681 N. CARROLL fiw i ~r' ~ N ~ . , ~ ~ N a~ - ,f , pp p • of FROM 'EOP OF SANK)
O.B. 2,17, F . 415 i ~ ~ 4 ~ ~ ro W U ,p ~ ~ ~ ~ . ~ ~ ~yy
~ 3 ~
Gg1~S ~R1k Rp ~ N ,m ~ t t PROPOSED ~ ' 4 ~ ~ t SUBDMSION I~ r~ ~ OLD FARM ~
a9 ~r t 4 ROAD ` ~ t ROAD ~ t t 1 1
~ R, ~ ~ ~ ? 1 i J i " ; ~ 1
Ads ~ 1 t M ' i1 ~ t 1 11 ` t `Ayr , t ~ t ,l • ~ H
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~ ~ ~ ~ 2J ~ ~ t ~ ~ ~ •.r"'`~ ~ M NICHOLAS W. AL.LBN, JR, ~ O.B. 178, P. 182 OMW4
~ J~ RESTER B. JACK J ~ t ~ ~ TAR B. JACKSON ~ ~ 1
~ W.B. 76-E-1 V.B. 76-E-16 -y..., ~ ` 13 ~ ~ ",,c~w,~ , , 1 ~ ~ ~ r
4~' OMEGA FOt1SNEE RD -r ~ ~ ~ 1 Q 1 1
APPRaxiMAl'Iw LOT , `"1-•-..",_.,, ~ ~ 1
BOUNUARI' P. Z 4 r i ~ r ~ tom) 21 ~ ~ ~ 1 ~
r 1 t r e- ~ { ~ 1 ~ APPROXIMATE ~ ~ 4 ~,,r ~ 4 t LOCA114N OF 50
! I ,r' ; ,y STREAM BUFFER (50 1 r 1 41 ~ • Z CL • A
I ~ ,,r' 2Q ,r i I FROM TOP qF BANK) ~ ~ t r s w~,y ~,••r r 1' r+' ~ 1 O ~ m
r ~ 'a.G..wr_.
aAra r~ aAra rae~e / 22 ~ r i r r - 1 19 ~ v
i i r' ; ~ ti jr t r' ~ i t ~ .,v.>., C1
LINE BEARIN+ L-- t 582'24' BEARING DI51' _ _ ~ , ~ 15 1 S82 24 27 E 58.54 ~ rr fi Q / t 0. C}
L- 2 589'10' 2 s891 a ~ 1 ~ 5p.22
L- 3 N85 24 3 N85'2419 E 67.16 ~ r~ r ~w{;,,.r
L-- 4 N$0'34' L- ~ N~r33' 4 N$p 341$ E 71.55 ~ , i ~ , I rr /1 t ' ~ , 5 N77'33 4p E $4.52 { r I 1 t
L-- 6 N02'02' 7 ~ , ~ t7~ 6 N02'p2 46"W ,85 ' r' ~ o ~ ? r i ~ NICHOlA5 R. 4000000000
L-- 583 35 L- $ N76'S0' 7 S83 35 28 ~ 135,38. ' i ~ ~ rn ~ r ~ O.B. 182, ~3 N76'S4'38"E 76:86' + ~ ' oQO CA °°°od
L- 9 N77" 26' N$4 4g pg~ ~ a 9 N77 26 23 E 49.94 ~ r q 000 00 o'~ p
L- 10 N$1'44' i • A J N$14412 E 51. p$ 36 ` 0
L- 11 S$31$ N4T TO SGALE 1 S$31$ 22 E 151.14 .;~:V' N84 47 2 SEAL a ° g V). o
657 ~ - PARCEL BOUNDARY '3$ CHARLOTTE H. WEAVER ,y t 27892 a4 4
O.B. 233, P. 145 / , O~ ~~dpOVic, I v p .Oww.ha00 d
Lecvao rv~ 00000000 0 i _ ~ o4OQ 10 o
NF *NAIL FOUND
CLEVE G. MOORE NS 0 NAIL SET A// 7 I
zoo 0 moo aoo soo D.B. 297. P. 171 IF *IRON FOUND o 0 MATHEMATICAL IS OIRON SET
TOTAL DISTURBED AREA: 4.20 ACRES Scale t" = 200' POINT
Job Number: 0702,
SITE LOCATED IN PERSON COUNTY, Drawn SCP
NORTH CAROLINA Checked Spe
Date 2--12-2007
s revisions
Vu
FEB 2 9 7iG'
LIST OFI,
OF SHEETS -WATER Q', y
SURVEY AND BOUNDARY INFORMATION
.0 COVER SHEET
PROVIDED BY, CD 1.0
HAMLETT-JENNINGS. AND ASSOCIATES, P.A. CID 2.0 .0 PLAN/PROFILE: DANIEL RIDGE LANE -STA. 0+00 TO 11+73.,03 FINAL PLANS NOT RELEASED
FOR CONSTRUCTION
CID 2.1 .1 PLAN/PROFILEw. BESSIE LANE -STA. 0+00 TO 6+98.,87 Sheet Title
PLAN/PROFILE: HEATH LANE -STA. 0+00 TO 5+98.911
CD 8.0 .O DETAIL SHEET COVER
SHEET
CD 8.7 17 BIORETENTION AREA DETAILS
Sheet Number
CD-1,0