20020768 Ver 1_Site Plan_20020516

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Cover Sheet l Existing Property Line
urve ................................................................................•..2 S y Existing Right of Way
Railroad Trac s uuuuu,n.e.u..uuu....uuuuaua.
talon and Demolition Plan 3 S g l
Erosion Control ! Gradin Plan 4 g Proposed Edge of Pavement
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tails Sheet 5-6 De Fence ...,unua.unr.uu.u.. u,.. u......auu..,u.u uuu.e. O
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Construction Easement e e
& PROPERTY GINEERING EN RTY
anent Easement E - E E Perm
DEMENT MANA
. Overhead Power Line ~ ~ ~ Existing
r Line ..................................p,.u......,....e., ~ w....~." Wate
------ss~---~----~-ss------ss------
r ExistingSanitary Sewer
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Existing Buried Cable ...........................e...,,..
N ~ y Existing Storm Drainage
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W E Pro osed Storm Drainage p
~ S ' rr I C~ Water Meter ................................................................q......,.........r,......., ~ wrv
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~c~~° ~y Water Valve ,uw,.nu..•u.uu.e.u.a•w..uu.,..unu.nua....NN.o,nu,..a.euna,....n.u, GU
~9 i i>C Gas Valve
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- Existin Sanitar Sewer Manhole ....................e.....,.........................,.... " g Y
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~ ~ AND INSTALLING El T CONSISTS OF GRADING AN EXISTING DITCH, STABILIZING THIS PROJEC G ENVIRONMENTAL ENHANCEMENTS REQUIRED BY ' CALLIN ~ Existin Storm Drain Manhole ..e....,...n...r
TER UALITY ALONG WITH THE INSTALLATION OF GUA.RDI A N ORTH CAROLINA DEPARTl~IENT OF WA Q IL & ASSOCIATED STORM DRAINAGE MODIFICATIONS c.. ~F GUA.RDI2A D ~ Q Pro osed Storm Drain Manhole
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G y Telephone Manhole .u.,r.non.unman,nw...unnuunnnr.rn,.e.un.euu..n.,pu..~~f . . ~...~..J
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OP N Existing Catch Basin ..nuu...unum.n.eu.,uuu,..nue.,n.e..m...m.u.muu..ueU.
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A Proposed Catch Basin .nnnmm•nrn,,.nu,..me.. u,m.mn.n.un.ou.mnn
F Ate F AKL Light Pole
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P S~. Q~ xi tin Utili Pole ...e,..,m,m E s g ty
- nu...mm...u...u..n.•n.unman,nuu,nm.nn,....u.nu,.•
- ~ Iron Pin ...............e.,......
r i - Fire Hydrant
1~f1lj~~ uu~a ~/~1 NW~~ ~ f8 ~yp ai ...I n.1. n..n•11.„I, nl,,,enn..I.Inn.1,nI,1..1...nln n..,In nnr.I.nl.in. n.,.
T OF WAY , - Existing Yard Inlet .a
i TS PANY RIGN ~ ~ - ' ~ Ap COM 1
INA RAILRO CAROL . - Proposed Yard Inlet ..............................................ne.m........,.m. m..mn
NORTH - ~ ~ r,.,~•..-- ~ Tree Removal ......................e...r............................,....,..,....,....,.......,.,.....
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.ACC Y Accessible Ramp ...............n,.,,.m,nm.,.,..,
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- - j ~N~ai+it~ ~ .flan , fr Guy ire n.nn.,I.n.. e.r.?I.Inn.I..In..n...i..n.,n..nI.I.1.nn,.I...n1,I.n.f...n,I.n,t ~
, ,.,r.+ .y7dYN~ , INSTALL 30 LF Of ATION ' ROOT WAO STABILIZ Tree Protection ............................e......,..,..e.,..•,..,....i....e.....,....,.....
yirW Y. tU i Mrj ~ ,r,,, .
r / r i F.i. "r'i• f PROPOSED CENTERLINE OF DITCH I ' • Proposed Hand Rail
e ` . •LL~LL4~
` ~ . ~~r • LIMITS OF DITCH GRADING Stabilization Matt ng
• _ - 31~ , ~ EXISTING CREEK CENTERLINE KER =EK CENTERLINE ' • ' .
} ~ E OST MA ~ AND PROPOSED CREEK ~ ' ~ TO Il ARE SAME TO THIS .POII`lI . 7ED CREEK "y o ~ Grass Planting Strip . . o mis .POUF • • . ~ _ ~ . _ -
1 3 95 NST~zCC' ROCK CROSS VANE , " -r' ro 11'"" r ' ~ 90 LF INTERVALS (TYPICA i~
_ ~ ~ ' .!F~ .r-- - - - ~ • ~ ~ ~ ~ Proposed Curb & Gutter, Conc rive a
, • ' ' - - , . ~ Asphalt Widening

..r•- . •r" INSTALL GE TEXTIL 3~~ . ~ ~ FABRIC IN ,OPOSED, ~ / ` ~ ~ • ~ ~ I~ • _ ~ ~ EXISTING CREEK CENTERLIN Proposed Sidewalk
-';j DITCH 601T M f.--.•~ 4" RCP , , . t ; , ~ n--~•..
ND DROP STRUCTURE Pro osed Rlp Rap Ditch ...................mm...,.....,...e...mm.,...,.....,.. • _ ~ P FUTURE SIDEWALK
t'". ~ 1 J" , f RE ~ EXTENO EXISTING 72' CMP As halt Driveway ..a..,...,,rn.,....,...r,,.n....s..n...,.r...r.n.,......r,..........•
~ , o f s RE CURB D p AND CONSTRUCT 72 REINFORCE N WALL 000000
CONCRETE E D Grave I
MODULAR RETAINING WALL ~r • ~r °.r'.r . • ~ INSTALL FLOOD PRONE , AINING WALL
. ^::~,/'r . +r-.nom' _ BENCHES (TYPICAL) Pavement Remove ...................n..............e,.........m..n.......,....,a.m
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PROPOSED GUARDRAIL WITH .~J t, EPdO UNITS (BACK OF FUTURE SIDEWALK) ~ ~ Plan View
7 % I` 20 40 60
ti Fa ~ ~ Horz. Profile
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' j~ $ 10 15
i Vert. Profile
5 10 15
Cross Section
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n Street - ann~n 112 South Tryo Land Pl g Landsca a Mana emeut ~ MANAGEMENT p g
Landsca e Architecture Suite 300 ~ N (I O 0
Charlotte, North Carolina 28284 Civcl Eng~neer~ng Contracts
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Q Urban Design Tel
CDOT APPROVE CITY ENGINEER DAME
Fax [phone] f
~www.cole enescstone.com , CMUD mom
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LEGEND
STAKING AND MA ND MATERIAL PLAN NOTES SYMBOL A
1. ALL DIMENSIONS ARE AT 90 D IS ARE AT 90 DEGREES UNLESS OTHERWISE NOTED. ~
EX. FENCE ~ 5 ~~"i
2. CONTRACTOR SHALL ESTABLISf AS INDICATED ON CONSTRUC1T SHALL ESTABLISH AND VERIFY POINT OF BEGINNING (P.0.6.) AND STAKE SITE ~R't4 ~ ON CONSTRUCTION DOCUMENTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. ti~
NOTIFY COLEJENEST & STONE, :NEST & STONE, P.A. IMMEDIATELY OF ANY DISCREPANCIES.
P~~• ~Q
3. ALL DETAILS SHALL BE CONST CONSTRUCTION DOCUMENTS. HALL BE CONSTRUCTED IN STRICT COMPLIANCE WITH SPECIFICATIONS AND EX. OVERHEAD POWER LINE l~O~ DOCUMENTS.
P
4. THE OPERATING RAILROAD MUD TO DESIRED START OF CONSTF RAILROAD MUST 8E NOTIFIED A MINIMUM OF 14 WORKING DAYS PRIOR v FART OF CONSTRUCTION ~
5. CONSTRUCTION AND MATERIAL`. ACCORDANCE WITH NCDOT STA AND MATERIALS FOR STORM DRAINAGE IMPROVEMENTS SHALL BE IN EX. POWER POLE ~ ~ MTH NCDOT STANDARDS AND SPECIFICATIONS. ~ ~
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6. DURING THE INSTALLATION OF NTRA T ~ ~ N ~TALLATION OF PRECAST STRUCTURES, CO CTOR 0 HAVE A SO -c o
GEOTECHNICAL ENGINEER ON S PRIOR TO SETTING ANY OF THI ENGINEER ON SITE TO EVALUATE AND APPROVE THE SOIL CONDITION ~.P ~ WING ANY OF THE PRECAST STRUCTURES. EX. RAILROAD TRACK ~
S p p
7. CONTRACTOR TO PRODUCE AS• HAVE CSWSINSPECT AND APP '0 PRODUCE AS-BUILTS FOR THE STORM WATER SYSTEM INSTALLED AND ~ SPECT AND APPROVE THE SYSTEM PRIOR TO LEAVING THE SITE. P ~ AVE~
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THE CONTRACTOR SHALL MAIN TWE EXISTING STREETS. THE 'OR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIME WHEN WORKING WITHIN ~s
LIGHTS, BARRICADES AND FURP iTREETS. THE CONTRACTOR SHALL PLACE AND MAINTAIN SIGNS, DANGER - - - - EX. RIGHT OF WAY (R/W) ~y :ADES AND FURNISH WATCHMEN OR FLAGMEN TO DIRECT TRAFFIC IN ST Q`'
ACCORDANCE WITH THE LATES' MTH THE LATEST EDITION OF iNAT~t1.A ER A CgNTROL HANDBOOK (W A.T.C.H.) ~Q`~
VICINITY MAP N.T•s. EX. PROPERTY LINE
,;~,..._._~.;_...c,,;- EX. SANITARY SEWER - CALL N.C. ONE
CALL CENTER
BEFORE YOU DIG
~7~V
EX. SANITARY SEWER MANHOLE 1-800-632-4949
AVOID UTILITY DAMAGE
~~r --~-'~~e EX. WATERLINE 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CUNTAOTING APPROPRIATE PARTIES AND
ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS
NECESSARY TO INSURE SAFETY TO THE PUBLIC.
• LIMITS OF PERSONNEL AND EQUIPMENT 3, ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE 70 BE REPLACED ACCORDING TO
STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND
CHARLOTTE-MECKLENBURG UTILITIES SPECIfICATIONS.
4, SHORING WILL BE ACCORDING TD OSHA 'TRENCHING STANDARDS PART 1926 SUBPART
TREE TO BE REMOVED P, OR AS AMENDED.
PERMANENT STORM DRAINAGE EASEMENT
PLANS PREPARED BY
ROOT WAD
, , , ? FLOOD PRONE BENCH -
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~ ~tS1 , - - _ CROSS V;,~~t I:and Tannin
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f 3 i z~ \ NCB - ' its, I}, `~4,~{~r-~ 1 ,.~`i C~ndsca ¢ ArthitecEure ' ! ~ Y
i~!:i+:~ ~v-~, / CURRfNf QYIHER i' i~ ' - Civi! En ineerin 9 9
a "~r a 7`.~ i • L< / IBERNE71fl' LW1~ER COMPkA' MC ~ {d a~ .tom<K ~ ` j P!D ~ 091111Dd - - t ~ p8 ~a62 PC 531 ' ; P Urban Desi n 9
1 it, a { ''.,ii-` ~ i }'4.i • , '~1 U9 4 PC 113 i-~. r ~ =1 ~ ~ r~..n+n'
y ~ ~".F I '~~eM"'. orb PROPOSED 72" 112 South Tryon Street , ~ on ~ " ~ REINFORCED CONCRETE
' ~ - ' j R DyyN£R:{~, . RDOr WADS (4 EACH) o Suite 300 10' SPACING (30 LF TOTAL) ENDWALL PER NCDOT
- D Y,p „ L~~ ~ SEE DETAIL it SHEET 6 S~• X838.39 (SEE Charlott¢, North Carolina 28284 ( )
~ ,r:'" +r ~~.i{ i 12 ai - ~gg 10110 ~ r„ DETAIL 2 SHEET 5) 7~81704.37b. 1555
r , f' i tt i , PROPOSED CREEK Fax 704, 376. 7851.,. , ~ LIMITS OF GRADING {TYP.) 5X40 FLOOD PRONE BENCH www.cole~¢n¢StStone.com
l ~ G - _ (TOP OF DITCH) (SEE DETAIL 12, SHEET 6)
r , _ "r s~r~i~inp ~pU~NirNrrr~
~ , f..~ 6!,6.35 ' C8 4'X30' FL000 PRONE BENCH ~ ~ ~~'~~j1 CAR CA R
pFVRpxu~b~llECitcrE- ' _ - ? ~p r9+> > ' (SEE DETAIL, 12 SHEET 6) ~O11 ~4t•,,.~•~^^• / •,N~...•,, L
~ r•"- ' 3'X40' FLOOD PRONE BENCH :.r I \ ~~.o `~~Q=' SEAL (s ENCH
' _ ~ (SEE TAIL, 12 SHEET 6) " ~ ..-.1.-~- " : O ; ~ C-103 ~ : 4:. 8461 ' 8 . ~ • , • . W .
- _ . - _ , ~ EX?ST1NG/PROPOSED _ , . , r N -c - I ~ CREEK - - - .r.. .
' -a - s~~ ~ ~ ~ , PROPOSEO CROSS VANE ~ 90 ~ ~ i ~ vA~ ~ ' LF O.C. tYP. SEE DETAIL 13 1 "RCP FLARED r-r
, . S SHEET 6) ~ ~ E D SECTION • 11 /30/01
I ~ 3X40 FLOOD PRONE BEN! ~ _ ~ 4k , ~ ,
. T {SEE DETAIL 12, SHEET 61- 1 , ;
~ i ~ 3'X30 FLOOD PRON N H ` .r E E C ~ _ ~ - ~ , j ~ w,,, ~ GUARORAllt~6ND SEC110N T e ravings, the yra(ect mama! and fhe design s own t eron
;E DETAIL 12 SHE - - - 3+00 - qc ° ' ' f•'' are instruments o Colelenest ~ Stone, P,A•. There raduction - ~ ~ ~ j G
5X40 FL000 PRONE BEN ww£ i / - , , (SEE DETAIL, 12 SHEET 6) ~ _ ~ _ _ _ - - + , ~ f . , . ~ . _ M1.f or unautkadzed use of the dauments witkaut consent of _ - - ° ~ Colelenest iy Stone, P,A, is prohibited.
- ' XTENO EXISTIt G..12""' ° ' : ~ 1 EXISTING CREEK MP 8 LF""`~
I ~ i ~ .r .4 _.-~;~3t"-~.'. Cote(enest ry Stone, P.A. 2001 Q
. , ~,.,J - 'l 1 r: - L' FUIURE CURB AND , C~rarlptfe„Mlecirlerrbu~
t t / ~ ~ _ _ . . PROPOSED DROP GUTTER SIDEWALK SCALE; 1 30
. . - 2~" RCP FLARED - - , ~~j P , _ 1 u =n1 / - ~ ~ r ~ 0 END SECTION " ;n MANHO R ~ ~ LE OVE (NOT IN CONTRACT) EXISTING t5 RCP ,
f ~ , t i r- _ 0 15 30 60
~.i ~ h..,~ r. 1 t i r~ - ~ ~ ~ _ t ~ i.~l`I ~ it tit- % ~ Il~"~„~~' .a a " C7 i ~~rs;j~ ~r`~,j.,T+.~r~ r ` 40 LF - 15 RCP v I
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rl.,r:,~,TS i ~ ; •o _ q 147 LF MODULAR f t, I lv:ri , s~,n,;~~:~ 1 'MAY r•_ - w•
RETAINING WALL . ~ t,~=`. ~~~Y - ' `y° ~"s~d"~ - STRUCTURE TO 8E REMOVED sw~°' ~ - ~ , Servr~~s
"'i i;'y l,~r~~~~ ;,e.~s'- - ' ' _ ~ _ 861 LF GUARDRAIL rE, a ;~;q
• 5T ,ri~, ;,ta,' - ~ i : - PROPOSED DROP r ~ r----~..._---- •s3 sa°£ _ MANH OVER •
t,, ~ N EX45rTIN - 4" RCP 4i $T~~
~ DA ~ ~ I s ENGINEERING & PROPERTY
~:i~~il / 44 LF - 24" RCP N _ _ _ - - - ~ - ~ 1, MANAGEMENT
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tp s.~,a _ i I / ~v f C~S~241s NORTH DAVIDSON STREET DITCH
~ ~ 1 ~ ~ RS JOB N0. FILE N0.
GVARD ,AIL . D SECTION ' .~.E 1D2 / ;R m s µ AND CULVERT IMPROVEMENTS
„y I AS BUILT GATE
0 3v i ~x I~
m~ ~ / ~ ~ ;~G ~y STAKING AND DEMdLITION PLAN
r. ~ 1 Boundar and to o ra hic information obtained from ^ Y P9 P obtained from 1 -30
srai ~
nVl Ivan .lVU UIO 11 I%WIIVVw Viwallllj Vy MIIGIJU111 a a F Associates, P.A., 13532 Old Statesville Road, uy mitawu Rood,
Huntersville, NC (704-875-7982), dated November 7, led November 7, SHEET 0
2041, sealed by Jeffrey C. Allen, NCRLS #L-3810. .S #L-3810. MITCHUM CJs cis
NO. DATE BY REVISION SURVEYED BY PREPARED BY CHECKED BY APPROVED BY DATE
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EROSIO N CO NTRO L AN
D GRAD ING NOTES 1. ALL "CMLDS." NUMBERS REFER TO THE CHARLOTTE-MECKLENBURG LAND DEVELOPMENT
STANDARDS MANUAL. t0. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION DITCHES, TREE 13. SURFACE WAT
PROTECTION, AND OTHER ~1EASURES AS SHOWN ON PLANS, CLEARING ONLY AS NEC A ER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. r TO INSTALL THESE DEVICES. ESS RY 19 AREAS TO ~ SEE(
2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE BE ~EEDEO SHALL BE RIPPED APdD SPREAD WITH AVAILABLE Tv~F50iL 3 DEEP. ZOPJING ADMINISTRATDR. TOTAL SEEDBED PP,EPAREO DEPTH SHALL BE 4 TO 6" DEEP. 3:1 SLOP SEEM NG SPECIFIC AT1C?NS LEGEND
11. MAINTAIN EROSION CONTROL DEVICES AS NEEDED. ZO,LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FP,OM THE SURFACE i• APPL 3:1 SLOPES OR FLATTER: C 1 r DETAIL ~
3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE 12. STA I I ! SO THAT THEY WILL N T N f B L ZE S TE AS AREAS ARE BROUGHT TO FINISHED GRADE. 0 I TER ERE WITH ESTABLISHMENT AND MAINTENANCE OF CITY EROSION CONTROL ORDINANCE ANO IS SUBJECT TO A FINE. b'EGETATTON. SURFACE FOR FINA P ;E APPLY AGRICULTURAL LIME A ~ THE RATE OF 90 LBS/1000 S.F. R,~pt~ ~i~
L SEEDBED REPARATION AT FINISHED GRADES SHOWN 2. APPL 13. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NC SHALL BE REASONABLY SMOOTH AND UNIFORM. ~ ~ 2. APPLY 10-70-10 COMMERCIAL FERTILIZER AT THE RATE OF ~O LBS/1000 S.F. PROPOSED CONTOUR ~
4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A ERO I VIOLATION OF THE CITY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. SON ANO SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT, OF 3, SEEb c J~' 'A~ 3, SE~b iN ACCORDANCE WITH THE FOLLO1NtNG SCHEDULE AND APPLICATION RATES: ~ A
AGRICULTURE, U.S. SOIL CONSERVATION SERVICE, CITY OF CHARLOTTE EROSION CONTR 21. 1F NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TD BE ACCORCING TO SEEDING ~~,0
ORDINANCE, AND THE CITY OF CHARLOTTE ENGINEERING P OL SPECIFICATIONS. iN ADDITION, PROVIDE 15 LBS/1000 S.F. OF SUPERPHOSPHATE. DATE 5. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS DE ARTMENT. NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS ANO ESPECIALLY 14. TH 22. IF SOIL TEST IS TAKEN, PROVDE LIME AND FERTILIZER ACCORDING TO SOIL TEST REPORT. DATE: TYPE: PLANTING R,4TE: Q~~L
WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE E CONTRACTOR SHALL DILIGENTLY ANO CONTINUOUSLY MAINTAIN ALL EROSION CONTROL AUG, AUG, 15 - NOV. 1 TALL FESCUE 300 LBS/.AC OR 7 I.BS 1000 S.F. PROPOSED DRAINAGE SWALE r
PLAN. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 30 DAYS OF DEVICES ANO STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN 23. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING NOV. COMPLETION OF GRADING, A.LL REMAINING AREAS ARE TO BE SEEDED AND MULCHED CLOSE CONTACT WITH THE CITY OF CHARLOTTE EROSION INSPECTOR SO THAT PERIODIC SEEDBED PREPARATION. / SITE: NOV. i -MAR, 1• TALL FESCUE AND 300 LBS/AC OR 7 LBS/1000 S.F,
'WITHIN 120 DAYS. INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION. MAR, ABRUZZI RYE 25 LB5/AC OR 1/2 LB/1000 S.F. ~ ~ MAR, 1 -APR. 15 TALL FESCUE 300 LBS/AC OR 7 LBS%1000 S.F. p
24. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON FIELD APR.. 6, ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A 15. NO SCNL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC BURIAL PITS CONDITIONS. APR.. 15 -JUL. 30 MULLED COMMON G z,
REPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT. TRENCHING OR OTHER LAND DISTURBING ACTIVITY IS ALLOWED IN THE TREE PROTECTION JUL. PROPOSED SPOT ELEVATION ~ ~ ~n ~ BERtw1UDA GRASS 30 LBS/AC OR 1/2 LB/1000 S, F. IaO.oa. BOD: 1T M F DITCH 0 ~ ~
ZONE. TREE BARRICADES MUST SE INSTALLED BEFORE ANY DEMOLITION, GRADING OR 25. MULCH TO BE TACKED OR MECHANICALLY TIED DOWN 'WITHIN TWO DAYS AFTER MULCH IS 7, SLOPES SHALL Bf GRADED NO STEEPER THAN 2:1. CONSTRUCITON BEGINS, AND NOT REMOVED UNTIL FINAL INSPECTION. SPREAD. JUL. 15 -AUG. 15 TALL FESCUE AND 300 LBS/AC OR 7 LBS/1000 S.F. ( BO 0 0 ~ 5 ~ BROWN TOP MILLET 35 LBSJAC OR 3/4 LB 1000 S.F. TOD: TOP OF DITCH} ~ ~
/ FL N OR SORGHUM SUDAN e~' p~ ~
8. THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN i6. TREE BARRICADES MUST $E INSTALLED BEFORE ANY DEMOLITION/ CLEARING/ GRADING 26. ALL SLOPES GREATER THAN 2.5:1 SHALL BE STABILIZED WITH JUTE MESH. HYBRIDS 30 LBS/AC OR 3/4 LB/1000 S.F. ~~,P ~
UNOBSTRUCTED STATE AND SHALL REM CONSTRUCTION, AND REMOVED UPON COMPLETION. / OVE FROM THE CHANNEL AND BANKS OF THE 4, MULCT STREAM ALL DEBRIS, LOGS, TIMBER, JUNK ANO OTHER ACCUMULATIONS. 4, MULCH WITH TRAW APP I A RA - ~ PR P ~ P N ~ ~ S LED T THE TE OF 75 1000 LBS/t000 S,F, 0 OSED STORM DRA.NAGE ~ A~{~+
17. TREE PROTECTION FENCE tS TQ BE LOCATED PER PLA."J OR AT A MINIMUM OF 1 FOOT PER * + * , `~cS
TREE DIAMETER INCH AWAY FROM 1HE TREE IN THE SETBACK OR RIGHT-OF-WAY. HEA,1 9. ANY CONSTRUCTION OR USE `M THIN THE AREAS DELINEATED AS FLOODWAI' DISTRICT FRINGE BOUNDARY LINE OR FLOODWAY DISTRICT ENCP,OACHMENT BOUNDARY LINE IS HEA,gLY MULCHED DURING JANUARY -MARCH PERIOD. ~,y S'~, Q~,P
LP OBJECT TO THE RESTRICTIONS IMPOSED BY THE FLOODWAY REGULATIONS OF THE CITY OF LOPES GREATER THAN 3:1 " ~ ~;1,
CHARLOTTE 1. APPL} 1. APPLY AGRICULTURAL LIME AT A RATE OF 90 LBS/1000 S.F, ' ~ * s RIP RAP
2. AFFL1 2. AFFLY 10-10-10 COMMERCIAL FER11LlZER AT THE RATE OF 20 LBS 1000 S.F. Y ~LrINITY MAP
/
3. SEED 3. SEED IN ACCORDANCE WITN THE FOLLOWING SCHEDULE AND APPLICATION RATES:
DATE: X SILT FENCE DATE: TYPE: PLANTING RATE:
MAR. MAR. -JUN, 1 SERICEA LESPEDEZA 50 LBS/AC OR 1 1/2 LBS/1000 S.F. (SCARIFIED) A, Nom,
MAR. MAR. - APR. 1 ADD TALL FESCUE 150 LBS/AC OR 3 1/2 LBS/1000 S.F.
OR - ~ - EXISTING CONTOUR
MAR. MAR. -JUN. ADD WEEPING LOVEGRASS 5 LBS/AC OR 1/8 LB/1000 S.F.
JUN. • JUN. -SEPT. 1*** TALL FESCUE AND 60 LBS/AC OR 1 1/2 LBS/1000 S. F.
BROWN TOP MILLET 35 LBS/AC OR 3/4 LB/1000 S.F. OR SORGHUM SUDAN - - - EXISTING INDEX CONTOUR
HYBRIDS 30 LBS/AC OR 3/4 LB/1000 S.F.
SEPT. SEPT. - MAR. 1 SERICEA LESPEDEZA 70 LBS/AC OR 1 3/4 LBS/1000 S.F. (UNHULLED - UNSCARIFIED)
TALL FESCUE 150 LBS/AC OR 3 1/2 LBS/1000 S.F.
MILLET OR SUDAN 20 LBS/AC OR 1/2 LB/1000 S.F.
4. MULCH ~ LIMITS OF CONSTRUCTION 4. MULCH WITH 6" STRAW APPLIED AT THE RATE OF 60-70 LBS/1000 S.F, AND ANCHOR
WITH I WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE OF 14-28 GAL/1000 S.F.
OR 80 OR 800-1200 GAL/AC.
TEMPO TEMPORARY RESEED SEPT. 1 AT RECOMMENDED RATES. XX iREE PROTECTION FENCING
R001 WAD
'PR PA ED BY PLANS E R
, , , , , FLOOD PRONE BENCH
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. ~ ~~~i\'~ CGRREH~ Ok'~FR f~ . ~ Land Plannin -
- ` " lBERNETlfr LUMBER CC4P/JiY M0 w . • _ -J ~ Landscape Arckite~ture
08 2:42 PC SJI , 1~''. \,~\~1 ~ . j~~'> we 4 Pc In ~ i 1 _ , P Civi! Engineering _ _ r
. - . _ _ _ _ Ur an Design
a++~ ~ - _ ~ - - - " r PROPOSED= 72" r. - r _ ~ .
1,, _ , .t ' - _ ; - , • REINFOREED~C6NCRETE - _ - _ ` ~ENDWALt:: PEf2::NCDOT i 12 SOUt(? Tr On Street
- ~ ~ - - - S1j~-~838,39 (SEE
SHEE1 5 - , ~ _ _ . ErAIL 2 Charlotte North Carolina X8284 .
1 r - - _ .r.. _ - - TeI 704 3 76 1 f
- . y , j I w: Paz 704.376, 7851
r _ _ _ - www.cdejeneststane.co?n
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i,.a a r - ~ Yom'"" _ ..w r _ w ,,y,;;<:..~.~- ,w.. _ RCP FLARE
_ - . ~ _ - rci ~ -,a- _ - Y' u ~'~a ~ ~
- - .r . - _ ~ _ I V, 699 - - - ~ - , . ~,,..~.-r..- _ : c~ s ~ ~ x a Y ~ SEAL - ~ .~-r r : W C-103 > • Q: ~ z t - ~ a. w 0 r ~ , ~ 8461
: ~ , _ - ~
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.r ~ • ~ - - - _ _ ~ - r _ v. _ _ - w.. _ . ~ _ _ _ . _ ~ . _ _ ' C.l~ The drawings, the groJect manual and the design shown theron • 1 - ' < , . . - ° are instruments of Colelenest ~ Stone, P,A„ The regroductton
_ . v.. _ ~ _ . _ r _ ~ - - r ~ _24'" RCP FLAR . ; - ~ • ° • ` EXTEND EXIS11N~2--CM • ' or unauthorized use of the documents without wnsent a/
_ _ d . ~ END SECTION ~ ~ - - , _ _ - , i ~ • ~ ~ ~ - - - INK :r6~17~1~ _ . . ~ - 8 LF MAft~fAlN EXISTING ~ a Colelenest S Stone, A.A, is prohibited. ~ti.~ SLOPE (0.023 FT/fT) +
. _ . / ~ _ . _ 1-. i~t, = _'Cr?, Colejenest ~ Stone, P,A. 2001®
1 . r _ , ' ~ POSED t PRO - _ - Ln MANHOLE 0~ PROPOSED DROP
_ ~ 'J, a• ~ - - ~ / . . MANHOLE OVER EXISTING 15° RCP Charlotte°~~~~~~~~~~
' ' , ,...a , ~ EXISTING 15 , . \ , . ~ ~ . ~ ~ • ~ . - ~ ~ c,1 RIM: 713.10 RIM: 713.10 H
A - , ~ ° M NV IN: 708. % ' • . N 40 LF - 15 'RCP ` L • NV IN: 708.65
r ! l ~ ~ _ : ~ - ; CA L CE ~ R V OUT: 7C ~ , + . , i' ~ a ~ ~ 0.0375 SLOPE `BEFORE Y ; ~ ~ ' INV UP: 701.10 ;DIG , v ouT: 701.10 SCALE: 1°-30' ~t;~_ ~ ~ G ~ ,1, ' i;c
~ - • ' J.50' ~ INV DOWN, 699.60 S f 0!~ I i a - +i ,y S Fit , Y«~~ { rHf' ~ i A t
~ ~ ~ ~ - ~+g' ~ . ~ ?-800-632-4949 0 1~ 30 ~ -,v. 60 19 yrr • r ~
1 i~ I AVOID UTILITY I _ , , ' ' ~ r r
! ,f„1 ~ i ~ DAMAGE , ~ ~ - ,p"~~ 1 - - DROP : ~ , fy ,x ~,4 `z'~,r:...-?~-'~'; t~ . i _ ~ ...PROPOSED r "ti _ NANHOIE O~R-r ~2!"'~l~~S

ET ~ N ~4 RCP ~ " ~ SIRE ,u ..4 , . $ON - RIM: 711.10 1. CONTRACTOR I F . - ~ N DayjD ,ya*, _ _ _ S LILLY RESPONSIBLE FOR CONTACTING APPROf TACTING APPROPRIATE PARTIES AND
~ - _ - 44 LF 24 RCP - (M INY IN: 108.0 , - 1~ ASSURING THAT EXISTING TI ITT I U L ES ARE LOA I t _ ~ RI's C TED PR OR TO C ED PRIOR TO CONSTRUCTION.
~ ®0.0745 SIOPC~S OUT: 700. 1, _ - ' ~I7N.V--l;1P'700.80 -'<'i f~~ ~ 1-' 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
' ~ ~~-.INV DOWN: 697.52,.:.- ~ NECESSARY 10 INSUR A T r"" ~a ~ I E S FE Y TO THE PUBLIC. 4RRICADES USING FLAG MEN, ETC. AS ENGINEERING & PROPERTY
~ ~ ro~ 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHA ~ MANAGEMENT
S ' ~ ~s _t ~ STANDAR LT, ARE TO BE REI ~~y ~ ~ DS OF THE NORTH CAROLINA DEPARTMENT OF TRANS ARE TO BE REPLACED ACCORDING TO MENT OF TRANSPORTATION AND
~ a ~5 i~z,:>5' ! I CHARLOTTE-MECKLENBURG UTILITIES SPECIFICATIONS. ,TIONS.
~ ~ ~ ~ ~ 0 !1 79`~ ~ Vj go ~ w' + 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARD: CJS#2418 NORTH DAVIDSON STRE T DITCH
P, OR AS AMENDED. HING STANDARDS PART 19 SUBPA E 26 RT JOB N0, FILE N0,
1 AND CULVERT IMPROVMENTS
1 o ~ t -J~
~ ~ o ~ AS BUILT DATE
J ~ I Cd ` ' ' ~ ~ / 1
a / , ~ EROSION CONTROL GRADING PLAN i -3a
- ~ ~ ~ ~ ~ ~ boundary and topographic information obtained from 'rom SCALE
i~ ~ _
o~outnern Railroad Crossing by Mitchum Associates, & / P.A., 13532 Old Statesville Road, Huntersville, NC (704-875-7982), dated November 7, jr7, SHEET OF MITCHUM CJs CJS 4 6
2001, sealed by Jeffrey C. Allen, NCRLS #L-3810. NO. DATE BY REVISION SURVEYED BY PREPARED BY CHECKED BY APPROVED BY DATE
a
a

r u SEE STd. N 538'.45 FOR:GENERAL'NOTES..
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~ ~ ` I ~ n : @ WING WALL.`.. r- ~ fi A80VE z ~ J
a ~ r FLOW I:YtiE
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2•N1 s,r ..T.. 8" T5 S" ' 8~,
CONSTr JT:, Bi co 3r• 0"
a SECTION:- AR . , I. _ - SECTION _ ~
E~.E1lATI~N ~
BILL OF lr9ATERIAL FOR ENOWALL
~,r ; ~EINF:_STEEL ~ PIPi:
„ s'•o" T1 TOP: ~ rjoTfora ~ BAR SIZE LENGTI~ N0. I~I~f 26 -
11 is I 8 SPA. @ 9 rn
„Zn BARB IN N w N a ,r I- 52 #4 4.6 4 ~2:
j STOP OF FOOTFNG + y PIPln NOT „ . ~ w sHGWN Q1: #7 9 -5 2 4a • a
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8 fPA: t~ S" FSLL FACE t tr To 7„ I ~ 8 SPA, @ 9" . - ~ ,
3•v2 2-vs 2-Va a•v5 T1 #4 14 -g 6 5B 2 SPA. & 2 -G STR, T4 B'-B!' ~ 27 . 7 "N" BARS IN TOP AND FACE 2~~H1; t-i33 ,
,g., ~,-3,, 3.5/~ 867TDM OF FOOTING r ,r 3 ; 4 SPA:. @ 1 •3. FILL H3 ~ rr
FACE 3-H1, 1-H2,.1-H3 4 51'A. @ i »6 V1` #4 7`-3° 6 26 PLAN ~ v2 srn. FACE r ,r
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NOTES: 1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT. Hi~ B`•7 Z3 #4; , 3 .4 6 t3
SEE APPROVED TREE ~ 2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREES H2 4'•T 1 i" WORK IN CREEK SHALL BE PLANNED TO MINIMIZE THE NUMBER OF DAYS OF PRESERVATION PLAN FOR 3. REFER TO CITY OF CHARLOTTE CONSTRU TION STAN ARDS N ' H2 4`•11" r u i ~ 5-N1 4,N2 t -1-,..I 4.- ' 8 SPA:
DISTURBANCE. WIENEVER POSSIBLE, WORK SHALL BE COMPLETED WITHIN A WEEK. REOUIREO RADIUS C 0 MA UAL H3. :2.•_11 H3. ::2'•_10" rr rr
OF TREE BARRIER FOR GENERAL SPECIFICATION FOR TREE PROTECTION u e 2. THE CONTRACTOR IS TO OBSERVE THE LOCAL WEATHER FORECASTS ANO NOT BEGIN H" B/ rJ rr ~ BARS ?r x @ 0 R>INF., 57EEL LBS, 555 Z ~A H _BARS_ _ WING ELEVATION aoN, c,S; cu; Yps 7,6 l
WORK IN THE CREEK UNLESS AT LEAST THREE DAYS WITHOUT RAIN IS ANTICIPATED.
3. THE DISTURBED CREEK BED AND BANKS ARE TO BE STABILIZED BEFORE THE EPA PLANS PR RED BY
~ WEEKEND OR WHENEVER CONSTRUCTION CEASES FOR ONE OR MORE DAYS. ~ ~ !9
~ REI COI 4. FOR LARGER CREEKS, CONSTRUCTION SHOULD OCCUR ON ONE SIDE W~~~ RETE EWD R C 0 PE Z '~EI FOR ED CO
OF THE CREEK AT A TIME. THE FIRST SIDE SHOULD BE STABILIZED B F R IN ~ GEN RAL NQ~S FO E 0 E BEG NING CONSTRUCTION ON THE OPPOSITE SIDE. W
~ 1. ALL CONCRETE ALL CONCRETE SHALL BE CLASS "A" CONCRETE IN ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS.
5. A TEMPORARY PIPE OR PUMP MAY BE INSTALLED TO CONTROL 2. ALL EXPOSED C 3. ALL DIMENSION CREEK FLOW DURING CUNSTRUCTION. ALL EXPOSED CORNER5 SHALL BE CHAMFERED 1". ALL DIMENSIONS RELATIVE TO PLACEMENT OF REINFORCING STEEL ARE TO CENTERS OF BARS.
4. A STONE DRAIN A STONE DRAIN CONSISTING OF ONE (1) CUBIC FOOT OF NUMBER 78M STONE CONTAINED IN A POROUS FABRIC SHALL BE PLACED AT EACH
WEEP HOLE. SUBDI P HOLE. SUBDRAIN FINE AGGREGATE SHALL BE PLACED BENEATH, AROUND ANO OVER THE STONE GRAIN SO THE STONE DRAIN IS IPLETELY COVERED BY A LAYER OF SUBDRAIN FINE AGGREGATE AT LEAST ONE (t) FOOT THICK. WHERE THERE IS MORE THAN ONE WEEP
/ ~.F COMPLETELY COVER H IN A WING Wp OLE E IN A WING WALL, A HORIZONTAL DRAIN OF SUBDRAIN FINE AGGREGATE AT LEAST ONE (t) FOOT SQUARE IN CROSS SECTION SHALL BE
CONSTRUCT THREE ROCK CHECK DAMS (STD. 30.10) AT 100-FOOT PLACED TO CONNEC CED TO CONNECT ALL STONE DRAINS. A VERTICAL DRAIN OF SUBDRAIN FINE AGGREGATE AT LEAST ONE (i) FOOT 50UARE IN CROSS
SPACING DOWN STREAM FROM THE CONSTRUCTION ZONE IF PLAN VIEW OF ROOT ZONE SECTION SHALL BE TION SHALL BE PLACED AT EACH WEEP HOLE TO AN ELEVATION OF TWO 2 FEET BELOW THE SURFACE OF THE EMBANKidENT. 1~and p~annin O g
CONDITIONS AND PROPERTY RIGHTS ALLOW. Landsca e Archtte~ture G
Ci~i(En ineerin 9 9
CONSTRUCTION ZONE Urban Design
TOP BANK ONE FOOT FOR EACH w INCH OF TRUNK DIAMETER z
' OR 1 2 HEIGHT OF TREE ~ - _ FOR PRUNING SEE WHIG EVER IS GREATER a l 12 South T on Sfreet "
''DIRECTION-_OE-FLOW" - NATIONAL ARBORIST ~ ASSOCIATION SPECS. 6 MINf~IUM WIDTH o Suite 300' EXISTING RAILROAD TRACKS
FOR 2 CAI. TREES 6" BARK MULCH, PLACE BARK _ Char~Otte, North Carolina 28284 FUTURE SIDEWALK
MULCH AT AREAS NCT DEAD TREES AND SCRUB OR UNDER o PROTECTED BY BARRIER. TeI 704, 3 76, ! ~ 5 ~
GROWTH SHALL BE CUT FLUSH WITH I TOP BANK 100' 100' TREE LIMB Faz 704.376, 78~"!' '
REMOVAL ADJACENT GRADE. NO GRUBBING ALLOWED UNDER DRIP LINE. www.roie'eneststone,tAm EXISTING GRADE )
(EXIS1tNG VEGETATION PROPOSED GUARDRAIL TO REMAIN) tt~~tttUnr??q?? tt~tptttttrtrrb??
INSTALL DIKE OR COFFERDAM IMMEDIATELY 2"x4" STANDARDS + 1"x4" RAILS o
UPSTREAM OF THE CONSTRUCTION ZONE OR ORANGE SAFETY FENCING I MAY BE USED. M -11 =111= - -III-I ALL DISTURBED AREAS EXIST1NG GRADE F. ~ ~ TO BE STABILIZED yc cyer ,R ~ ~Q o Q~ q~'~'~ ,e
IF CREEK HAS BASE FLOW ~ I I hI I I III; ~ Imo) I h 1! ! 1 Ll 111 TTT TTT n"r WITH VEGETATION » ~ ~ e'~ s^~ tI, » ~ 4' 9 t~
~4 ~~;Q.r rq SFAL '~i ,r / ~ . : ; C-103 ~ 0 ' , r g w p s ~ ~ ~ t1: 8461
F
CONSTRUCTION WITHIN cM~s sue. ~o.~s 9 TREE PROTECTION cM~s sm. ~ao.oa PROPOSED GRADE ; ~ , b ,,.bGIN~,~.~,, (v
CRB6K B ANK ~ ' , ~ 'ii FA~^••....,...•~'' ~4,~. (iO Oho' r ` , ~ .'r . i`Y , i,~ NBC` Cj .h ~ ~ c~'~ `r.
i PERMANENT LINING ??ptuut?ttt ???utmtttt 11~30~01
~HATC1iE0 AREA,r ; T¢~BE ~XCaVA7ED;~' ~ GEOTEXTILE FABRIC
STEEL POST 8' MAX. STEEL POST ' , , TO BE ANCHORED ' ,r~ o ~ INTO SLOPE PER
WIRE FENCING WIRE FENCING 1 ' ! ~ ~ ' 1 MANUF, RECOMMENDATIONS. The draw' s the ro'ect rnanua! and the desi n shown theron PERMANENT LINING ' •~r; ~%~4'0'~ m9, p 1 9 r
GEOTEXTILE FABRIC aretnstrumentso(Cole(enest&Stone,P.A.,?he eproduction
i FlLTER FABRIC or unauthorized use of the documents without wnsent o/ {LANDLOK TRM 450 PROPOSED GRADE
WOVEN F0.TER FABRIC ~ ~ ~ Q`~ 0 OR APPROVED EQUAL CofeJenest & Stone, P,A, Is prohibited. OVER PREPARED SEED BED OVERLAP GEOTEXIILE Cole en¢st s Stone, P,A, 2001 C
EMBANKMENT F~~ FA RI PR J B C E MANUF.
II _ RECOMMENDATIONS.
o I Charlotte~Mecklenbur
N ANCHOR SKIRT 6" MINIMUM
IN LIEU OF BURYING SKIRT, 6" OF b
~5 WASHED STONE MAY 8E USEp HEADWALL ovER TuRNDOwN. r'
GENERAL NOTES: ~~4 ~'ti ` ~ C pdy ,Ka,
i ~ ' ~ STEEL PO5T I. FlLTER FABRIC FENCE SNAIL BE A MINIMUM OF 32" M WIDTH AND - ~ a ~ ..q~
SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. WIRE FENCING /yr~{// r ~'~k. f 91 ~IV M,~ Se
2. WOVEN FlLTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN z TYPI AI ` ~ FOR A PERWD Of MORE THAN 30 DAYS. ~ FILTER FABRIC YPI AL D1T H IMPR I~EHT R E Ta N 0 0 0 C C 1
~ ~ o w ¢5 WASHED STDNE cv 3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE n 'J ~ ~
SEIf-FASTENER ANGLE STEEL TYPE. v. ~ 4 ~ ~ 6~p
4. WIRE FENCING SNAIL BE AT LEAST X10 GAGE WITH A MINIMUM OF rv 6 UNE WIRES WITH 12" STAY SPACING. ,w
2.5" 5. TURN SILT FENCE UP SLOPE AT ENDS. ENGINEERING & PROPERTY
6. WIRE MESH SHALL BE MIN. 13 GAGE WfiH MAXIMUM 12" OPENINGS. ~s MANAGEMENT
U 7, WIRE ANO WASHED STONE WILL BE REQUIRED AND NOTED ON PLANS WHEN: ANCHOR SKIRT
~ A. Al TOE OF SLOPES GREATER THAN 10 FEET VERTICAL (2:1 SLOPE) 6" MINIMUM p 8. AT OFNUDED lMfiS WHERE AN UNDISTURBED BUFFER S 50 FEET MAINTENANCE NOTE
OR LESS AWAY S~
a 1, FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY ~ 8. ORANGE SAFETY FENCE IS REQUIRED AT SACK OF SILT FENCE RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH c~s~24~s NORTH DAVIDSON STREET DITCH-~ J08 N0. FILE N0.
(WITHIN S FT.) WHEN GRADING IS ADJACENT TO SWIM BUFFERS RNNFAII AND AT LEAST GAILY DURING PROLONGED RAINFAIl. a (REFER TO SWIM BUFFER GUIDELINES}. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. AND CULVERT IMPROVEMENTS
0 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
OF THE EXPECTED USABLE UFE ArlD TWE BARRIER STILL IS NECESSARY, THE AS BUILT DATE
N FABRIC SHALL 8E REPLACED PROMPTLY, 0
~ 3. SEDIMENT OEPOSfTS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. ~ HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMNNING IN TAI H T DE LS S EE
PLACE AFTER THE SILT FENCE IS REMOVED SHALL 8E DRESSED TO CONFORM 0 TO THE EXISTING GRADE, PREPARED ANO SEEDED. NA
ccei c
SHEET Of
BEVELED EDGE IMPROVED INLET ~ 8 SILTFBNCE cMLn STD. woos 3 MITCHUM CJS CJS _
N5 6 O. DATE BY REVISION SURVEYED BY PREPARED BY CHECKED BY APPROVED BY HATE
~ s
I°

A
SEE RADING PLAN) ~ VAIRE5 ( OITCN
TOE OF DITCH - t0E OF DITCH a ~ 1 i
FL 'D PRONE
BE ~H NORTH 2 (NORTH} ~ 2( )
1.5 SOUTH) 1,5 (SOUTH)
( 3'-5'
FLOOD PRONE ~
CE 0 CE OF PROPOSED DITCH BENCH
TOE OF DITCH 6"-8"
A
4.0'
12 H C EW
Pi 8D FLO EB OH _ PR OD 0
A
DOTER LOG MIN. 12" DIAM.)
FOOTS F
_ f
NOTES: `i _ ; - ..f
1/3 OF PRO?OSED1/3 OF PROPOSED I/3 OF PROPOSED OULDERS HEADER ROCKS FOOTER ROCKS MUST BE AT t. 8 " , pL,ANS PRERARED BY
i i.. BOTTOM WIDTH BOTTOM WIDTH BOTTOM N1DTH LEAST 5'X3'X2' AND SHALL BE FITTED INDIVIDUALLY TO AVOID B GAPS. ROQ~=WAI ROQT WAf~ , ~ BOULDER SEE NOTE (
2. CONTRACTOR TO DIG TRENCH BELOW THE BED FOR FOOTER gat ~ `=~,.1 ~ N0. 2 BELOW) - ; BOULDER
ROCKS ANO PLACE FILL ON THE UPSTREAM SIDE OF THE VANE A HEADER ROCKS ARM BETWEEN THE ARM ANO THE STREAM BANK. ~ ROOT WAD
3. BOULDERS MUST TOUCH WITHOUT GAPS. ~ 10'-15' MIN. 10
4. THE HEADER ROCKS SHALL E£ OFFSET UPSTREAM OF THE FOOTER ROCKS TO PREVENT SCOUR. F DIAMETE:i2 NOTE
Y Y 2 Z,~' f TOE OF DITCH
Q m ' m
~ Q ' Q W
W ~ A ~;Y ToE of aTO11 - tEand Planning
3 .,3 0 ~ o Landscape Archlcesture
~ r< ivil En ineerin
~ FOOTER LOG ~ 9 9 (INSTALLED BELOW STREAM BED) Urban DESIgn
j \ NO GAPS BETWEEN ROCKS 1 ~ ~ ~ ,
,y ~ SECTION A-A 112 South Tryax Street
~ \ ~ FIRST ROCK TIED ~ ~ ~ ~ ~ INTO STREAM BANK Suite 300 '
• / \ / Charlotte, North Carolina 28284
~ ~ \ , V NOTES: "DRIVING" THE ROOT Te1704, 376, 155
' ~ ~ ~ 1. SHARPEN THE ENO OF THE LOG IMTH A CHAINSAW BEFORE
/ ~ WAD INTO THE BANK. ORIENT ROOT WAD AT A 90' ANGLE THAT DEFLECTS THE WATER Faz 704. 376, 7851 AWAY FROM THE BANK. " www.colejeneststone.com
/ ~ 2. BOULDER SHALL BE APPROXIMATELY 36 DIAMETER AND SHALL BE PLACED ON THE
/ DOWNSTREAM SIDE OF THE ROOT WAD AND PLACED ON TOP OF THE FOOTER LOG. ,r11111f11i111p//r rr1,11111Uifitr///
/ ~ Qr ~ / i~ rrr ~
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A 1 ~1pS H~ Y+~ ~L0 ti S y
;o cQ:` "a SEAL " ~ ' w C-1D3 ^ ~ p; ~ ; 8461
:~:;xa r~s
FOOTER ROCKS (DASHED) B BOULDER TO 8E PLACED iN r '.~F~'''~•,.. rrr ',,~Q 0 rrr.
(OFFSET pOMMSTREAM IN SCOUR HOLE. 11 rr ~ ~ r hF S ro EY p 5 era D s , NO ET r ~ , T NI OIN EP
ROCK TO ® 1~i HEADER ROOT ~ F'I.AN vow RIY tD ADS 1 W SOT 1 „ 01 ur+n 11111 nl l 11 ~30~
PREVENT SCOUR) NTS
The drawings, the protect ntanuaE and the design shown theren
are instrurxents o(Cofelenest tr Stone, P.A.. The reproduction or unauthorized use of tke dauments without tdnsent of
CofeJenesf G Stone. P.A, is prohibited.
Colelenest ET 5tane, P.A. 2001®
Charlatte•Mecklenbur
STREAMBED ELEVATION HEADER ROCKS HEADER ROCK
ATER SURFACES F1.EYATION NORMAL STREAM
BED SURFACE
ti ~ =1. ~
FLOW FLOW ~r o ~r ~
0 , . "ees
N ~ Sere
O N ~
•
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J / l ENGINEERING & PROPERTY
MANAGEMENT
~ f~.'
~ ~ ` ~ 1 •
. l~ . , , 418 TREET DlTCN
f00TER ROCK ti KS ` ;f ~ FOOTER ROC CJS 2 H DAVIDSON S ~ IVORT JOE3 N0. FILE N0.
IMPROVEMENTS AND CUL.~ERT
SECTION B-B SECTION A-A
AS BUILT DATE
0 ETAILS SHEET D
_ N A
a D O SCALE
SHEET OF
0
CHUM CJS _ CJS _ - 6 MIT
CROSS BY PREPARED BY CHECKED BY APPROVED BY DATE NO. DATE BY REVISION SURVEYED
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