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STRUCTURES SPECIFIED TO HAVE 6" SOLID
6" CONCR~E TOP WITH FLAT JUNCTION 80X (FJ9} TOP W?LL WIOTH AN 6" SOLID CONCRETE TOP ~ 3 4° + ~
MANHOLE RING AND 8E THE SAME TOP AS YARD !NLEC WITHOUT -WIDTH AND LENGTH TO ~ ~ 1 1 /4" ~
COVER CFaST IN MATCH C " THE OPEN THROAT OF THE YARD INLET MATCH CATCH BASIN ~ p~~
i /4" 9 1
r~----~ CAST CAST 1N 2. IIfTING ~EYES° :NOT 5/8" i~.'.'}~ .Y rCil
. ' TO B _ ; -TO BE REMOVED UNLESS ;s;: ~ ~ a
OTHE ~ UNLESS NOTED OTHERWISE- ~ OTHERWISE NOTED A +n W
M1
MANHOLE RING AND COVER TD 4000 P5 BE EXTENDED 50 THAT 1TS TOP ` _4000 P51 CONCRETE ~ ~ ~4~~~ lk~v'~ ~S~ s y_„~
TYPICAL IS FLUSH WITH PROPOSED. CAi'CN 8A51N SCHEDULE.: GRADE AND/OR PAVING CATCH BASIN SCHEDULE SYMBOL-{JB) TYPICAL ALL TOPS ~ ,
3
COVERLE SYMBOL-{ST) ~ ~s 3~`~'~~ ~ 4 ~ ~ ~ ~ k '+4u'p~~ et J nil w ~ r
REM =TOP OF COVER RIM = TQP OF COVER
~ rte, ~ ~ 1°1 i
JUNCTi{~N SOX SOP CONCRETE TOP YVITH F~LAI~) SIDE ELEVATION r~. ~
GRATES. PiACED !N PEDESTRIAN CON S" CONCRETE TOP WITH TRAFFIC AREAS TO SHALL 8E GRAT GRATE- AND FR,4ME ORIENTED WITH OPEN SLOTS ~ GRATE AND FRAME. h~~~~~ Lf ~ ~ ~ ray ~ rl ~ r ~
M POLYPROPYLENE r' tYl F
CAST 7N RUNNING PERPENDICULAR TO UNLESS NOTED OTHERWISE; GRATE p PlAST'IC
AND FRAME FOR THIS 70P ~ ~2 1 ~a~ ``iiiil!litll/
TRAFFIC FLOW (TYPICAL ALL. GRATES) UNLESS NOTED OTHERWISE; GRATE. O~ ~ RND FRAME FOR THIS TOP D , ( TO BE 24°x24" ~~\\\1 ,dry"`~~~ \ ~ ~ C ppp000000p0 y~ ~
{"NEENAH R-3339A") OR
'~---(U.S. FOUNDRY 4190-6259) OR
APPROVED EQUAL.: ~ ~ ~ 0~
TO BE 24"x24° (`N~~~lAH R3339A") QR~~ ~ `~v {"U.S. FOUNDRY 4190-6259) OR ``°a APPRdVED EQUAL..: VCRI~Y i ~CHf ~Il+ LVAU I-' ~ O 0 r~
REQUIREMENTS QN ALL GRATE J I -~4 DEFORMED _ OOp00000Gpp0
AND FRAME ASSEMBLIES ~ ~ ~2,~ 12" ~f gTEEL ROD
~~~~~~~~~+trl lii~p~~~~ ili
VERIFY TRAFFlC LOAD `Y CATCH BASIN SCI~IEDULE SYMBOL-{FCB) CATCH BASIN SCH 3ASIN SCHEDULE SYMBOL-~CB) ~
REQUIREMENTS ON ALL GRATE P,IM =TOP EDGE OF GRATE RIM =TOP EDGE i0P EDGE OF GRATE_ E~_E~ATION SECTION A-A
AND FRAME ASSEMBLIES F T L0~ ~~TC~I A ~ 8 SiN OF' CATCH ~A~IN TQP °~,1..
STRUCTURES SPECIFIED TO HAVE FLAT JUNCTION BOX {FJB) TOP WILL HEAVY DUTY GRATE AND BE THIS TYPE OF 30P WITHOUT FRAME WITH HOOD THE OPEN THROAT OF THE YARD~NLEf YARDJNLEt SHALL RECENE ' ~~L~R~~f~ ~E~"A1L ~F ~T~~~
TEAT TOP WITH MANHOLE. RING
AND COVER CAST IN FLUSH
USE PRE CRST BOX OR 4'~ ~Arp~ k t.
AND 2" CONCRETE BLOCK
OR BRICK TO ELEVATE TOP
UNLESS NOTED OTHERWISE; GG~ ' , TO ACHIEVE:THE >JA
GRATE AND FRAME ASSEMBLY ` ~ DESIRED THROAT OPENING :,,?r F,
FOR THIS TOP SHALL BE 24"x36° ~0~~ ..G
("NEENAH R3233D") OR ~ - 6°-8° THROAT OPENING 1~!
("U.S. FOUNDRY 5181-6420"} OR ~ ALL. FOUR SIDED UNLESS
QTNER APPROVED EQUAL NOTED OTHERWISE. A lam, ~
CONFORMING TO N.C.D.O.T. ~ CATCH BASiN SCHEDULE SYMBOL-~CI) 4SIN SCHEDULE SYM80L-
ROADWAY STANDARDS X40.03 ~ R1M =TOP OF GRATE DIRECTLY CATCH BASIN SCHE OTTOM OF THROAT OPENI G d
~U R B I N LEA TOP UNDER HOOD OPENING ~ RIM =BOTTOM OF
YA~eD lNLE~ SOP WYII ~ a
i ~ ,
i~~E ~~~T ~A~il~ DE~P~IL
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J ~
KNOCKOUT PANEL s~--~}-~uARIES~6° SO rT ~ ®u;
DRAINAGE STRUCTURE TOP ~JYp~CAL cACH SIDE) I I INLET ~
VARIES WITH APPLICATiON E; }
SEE CATCH BASIN SCHEDULE ~ ~ ' ~
{VERIFY TRAFFIC LOAD z~ ' ~ ~
REQUIREMENT FOR EACH TOP) ? N~ ( q {3) N0. 4 REBAR
~ ~ INLET SECTION B ~ w

~ CONCRETE INVERT INSTALLED 5 4 a,
AT A CONSTANT SLOPE FROM
INLET TO OUTLET Shy'-, 4- , § ~
CONCRETE CATCH BASIN EXTENSION ~OUTLEt
RISER :LENGTH AND WIDTH ~
TO MATCH BASIN, HEIGHT ~ w
VARIES WITH PROPOSED GRADE CATCH B (SEE CATCH BASIN SCHEDULE? SECTION A ~PLAN~/-5EE SCH CATCH BASiN TOP ~ ~rF
5EE SCHEDULE FOR TYPE ~ ~
N = C~ ~xi
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PRE CAST CONCRETE CATCH BASIN
LENGTH, WIDTH AND HEIGHT VARIES
BY MANUFACTURER AND APPLICATION ~ Q (2) N SEE CATCH BASW SCHEDULE AND ~-{2) N0. 4 REBAR I ~ ~h~~L~fl
( ~ ~ X30 ~'3~ j
VERIFY WITH SUPPLIER , - o Imo` I c,
w
KNOCK 6° WALL .THICKNESS WITH SECTION A i ~~P~~ KNOCKOUT PANEL T 1 f , / e~ ~ a.
(TYPICAL EACH SIDE) . sn (4
KNOCKQUT PANEL ~ ,y i ~ x to ~ N U i
PIPE TO BE FLUSH WITH ~ ~ APPROVE ~ IN51DE WALL OF BASIN ~N~~ FOR STR AND GROUTED SMOOTH ~ ~ p 3'-5° IN APPROVED STEP5 REQUIRED > w liJ J to
-FOR STRUCTURES OVER U = ~ ~ NOTE: FES .S REQ'D. 3~-$° IN DEPTH U = m o i Nfs PROJECT S REQ'D. ON ~ t~ ~ ct3 ~
PRDJEOT p<CUW~:WC3 ~i t!) ®U C3 LJ
i N0. 4 R PROPOSED PIPE : IM/ERT= O.C. EAC N0. 4 REBAR ~ S°
O.C. EACH WAY I
B~TfOM OF PIPE AT FLOW LINE 1 '
~ ~ 3000 PSI CONCRETE TO FORM INVERT Ii;l, ~
3000 PSI ~i~'=;11-111,;,11 I PROVIDE CONSTANT SLOPE FROM All. lNLEfS -,~~~;!l-~II_ :,III, ,
NO PORTION OF STRUCTURE SHALL a 8E REMOVE DAMAGED OR OTHERWISE PROVIDE
v ALTERED EXCEPT TNOSE AREAS SE~TiQN 8. ro our DESIGNATED AS KNOCKOUT PANELS 12" OF TO OUTLET SO THAT NO WATER STANDS IN BASIN
12" OF #57 STONE MAY $E REQUIRED FOR POOR SOIL
~ AND/OR -AND/OR WEf CONDITIONS :CONTRACTOR MUST VERIFY
WITH EN 0 WITH ENGINEER BEFORE PLACING BOX
!
~ ERBRIC ~
~"/'as~~ r~ e ~..o.'`'~~ 6 Y"~ ~ 1~~ SCHEDULE No. S112D
PIPE L W ~ W ~ T STONE ~ T OR APPROVED
0 15" HDPE 125 10' E EQUAL 1 D' 36' c~ASS 2
0 N RIP--RAP
1. ALL PRE CAST STRUCTURES SHALL 8E 4000 PSI CONCREtE 18" HDPE 15' 22.5' 22.5' 36 c~ASS z RIP-RAP
N 24" HDPE 20' 16' 16' 36 class z r~~
3 2. CONTRACTOR TO VERIFY ALL TRA~FlC LOAD REQUIREMENTS AND PROVIDE TOPS, AND GRATES THAT ARE TR,4FFlC RATED iN APPLICABLE AREAS RIP-RAP
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0 3. ENGINEER MUST APPROVE ALL PRE CAST STRUCTURES F,1 G'
0 4: ALL CATCH BASINS OVER 3'-S" DEEP SHALL HRVE OSHA APPROVED STEPS tai'-2" Q.C. {SEE STEP DE?AIL)
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~err~rrtsr,a~rr.rrr~iornrr,naa - ¦
5. ALL PIPE IN STORM DRAINAGE STRUCTURE SHALL BE STRUCK EVEN WITH THE INSIDE WALL AND GROUTED. AND .BRUSHED SMOOTH ro
a m :.Sf7~ JJ ~6
3 6. ALA aTEPS TO PROTRUDE A MINIMUM OF 4" FROM THE INSIDE Fi4CE OF STRUCTURE. WALL
0 'i :mod
f~`~ ~J"+
7. STEPS DIFFERWG !N DIMENSIONS, CONFIGURATION, OR MATERIAL FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED ',;~ti~ .
THE ENGINEER WITH DETAILS Of THE PRQPOSED SEEPS AND HAS RECEIVED WRITTEN APPROVAL. FROM THE' ENGWEER FOR THE USE OF SAID STEPS y m
c , f!''I~'`
8. ANY STRUCTURE OVER 12' DEEP SHALL BE A STORM DRAINAGE MANHOLE (SEE SEPARATE DETAIL)
0 v N
9. ANY STRUCTURE WITHIN A N.C.D.O.T. RIGHT OF WAY SHALL BE ~J.C.D.O.T. APPROVED FOR PROPOSED USE AND SHALL HAVE. A DOT APPROVED STAMP.
INCLUDING BUT N07 LIMITED T0: CATCH BASINS, TOPS, RISERS AND PIPES
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ii NO. N0. DATE DY RE~1SaCN DESCRlPT~ON

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BI? RE 1 E~1TI?~l T~BL~ ~
USE 8"
VOLUME PROVIDED VOLUME PROVIDED PERFORATED P~JC AREA PROVIDED AT EACH I AT 9" PONDING AT 9 2" PONDING PIPE FOR OVERFLOW ~
SIORETENTION FACILITY DEP7H• DEPTH UNDEFtDRAINS STRUCTURE SIZE* ~ OUTLET PIPE SIZE:
S .fit. Cu.Ft. Cu.~t. # OF PIPES' ft. x R. ~ inch
Bio-9 3,807 i 2,855 ~ 2 3'x3' ~ 18
Bio-2 3,055 2,291 - ~ 2 2'x2' ~ 15 ~
Sio-3 3,213 2,410 ~ 2 2'x2' 15
' Bio-4 3.075 2.306 2 2'x2' ~ 15
Sio-S 2,550 7,913 I ~ 2 ~ 2'x2' ~ 15
Bio-6 1,694 ~ 1,271 ~ 2 3'x3' 18 2 ~ HARDWOOD SLANTING ~z,~ie,ri~!!3~~~ssrio.,fa ~ 'sari:
8io-7 2,148 ~ 1,671 j 2 3'x3' 18 Bio-8 2,411 I i,8Q8 2 2'x2' 15 MULCH SOIL 12" MW.
Bio-9 8,015 j 6,011 3 3'x3' ~ 18 GRAVEL
Bio-10 5.024 3.768 I 2 2' x 2' 15 "TREVIRA" 5i 120"
~io-97 10,553 I 10.553 j 3 4' xd' 24 OR EQUAL ~
Bio-12 2,710 ~ 1.583 ' c 2' x~ 15 FILTER FABRIC r-~
Sio-13 4,521 3.391 2 2'x2' ~ 95 ~ , ~„-t-~-~
Bio-14 ~ 7.423 5,567 I 3 2'x2' ~ 75 m_eeomem_._vmamemm__e_vae_~____emanmmm_ee_eso s~4~ ri K ~ Ii T~1 ~~q{ ~^tk ~ ~ ~ ` TS Y d
,Sio-15 7,990 ! 5,993 { 3 2'x2' 15 f ..}'.i d~:' ~1' 4 r~r u f ~ 4
Bio-16 1,083 ! 5,312 3 3'x3' ~ 18 EXTEND FILTER .FABRIC ~ 6" UNDEftDRA1N ,TS~~, ( ~ '
Bio-17 4,623 ~ 3,467 2 3' x 3' ~ 18 i' TO 2' BEYOND ~'ERFORATED PVC ?IPE 4 ,.Y ~
Bio-18 1,677 1,258 2 2'x2' I 18 UNDERDRAW PIPE ALONG J r~ ~ ~
Bfo-19 2.$22 2,117 2 3'x3' 18 TOP OF GRAVEL 8ED' ~ ~ j i d
EXISTING \`,1\lttltlli lttl/Jlff/
~ ~ SUBGRADE
~ *Overtlow structure "Overflow structure "Structures shall oooaaooac ~i
i openings shall be set oueoings shall be sei *Pipes shall be laid in be yard inlet type ° C~ o
9" above bottom of 112" above bottom of rows entire length of with openings on ^~o~ ~ ° ~ ~a _ a
Sioreterrtion Area j Bioretentioo Area Bioretention Facility a!I 4 sides ~ ou3 -tv y o w o '~7 l
i iY~ oot~~ o ~
MANIFOLD HDPE PIPE. ~ oa0oooooo°a° ® ~
W/ s/a" DE-WATERING ///!f !if t ! i I 1111111\~~~`\~
HOLES AT S" O.C. EXISi1NG
AT 6, 9 AND i 2 O'CLOCK - ~ Z ~ GRADE ELEV
POSI710NS 4" CLEANOUT - 90.5' 3' _ ~ HARDWOOD 2 ~ y 4° CLEANOUT N ~ m 6
'MULCH iri ~ (TYp) ^ ~ ~NP9 DING 1
*w
c~ -~2'7 ~ EIEY ~nsP7H `L. = 0.0'
~ 3"
EXISTING HARDWOOD ~ ~ ~ ~ ~ ~ A
GRADE \ ~ 2 ~(Mj~ MULCH ~ ~ v°~ n. 9' PONDING i ~ ~ i Y
- - - - - - cLEV DEPTH
PROPOSED ~ - = 0.4 ~ ~ 1~~~~~
STORM DRAIN J 2. EXISTING 6" PERFORATED e i:r
SUBGRADE PVC W/ END CAPS AT AT ~ f
12" GRAVEL BEDDING AROUND PROPOSED YARD ,59,' SLOPE, OUTLET TO ~ ~ c
6" PERFORATED PIPE (~57 WASHED STONE INLET OVERFLOWS YARD INLET STRUCTURE URE
6" PERFORATED ~ EXISTING SECTION B-S STRUCTURE
°V~ {TYF') SUBGRADE NOT 70 5CALE b
SECTION A-A PROPOSED YARD ~
NOT TO SCALE INLET FOR OVERFLOWS ~q
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~~S~E~ l~L~ v r~
QUANTITY I SYMBOL SCIENIIFlC NAME COMMON NAME ROflT HEIGHT
CL Canna x aeneralis Canna Lily 2 GAL 18 HT. s
' 9 'NM Mvrica ceriiera Wax M le 3 GAl 24 HT. AlL SHRUB BEDS SHALL SHAD ~ ~
!8 Ilex aiabra Inkbe 3 GAl 24 HT. TILLED WITH SOIL CONDI110NER
VS Itea virainica Vrainia Sweeisoire 3 GAL 24 HT.
BB Calicarpa is onico Beaut 8errv 3 SAL 18 HT. JS Lindera obtusiioba Japanese soicebush 3 GAL 24 HT. TYPICAL "V" - CH ALL MULCHED PLA HATCl1ED AREA TO 8E 4"-6" FINISHED LAWN -CHANNEL EDGE TO BE LOCATED ALONG -GNANNEL EDGE FOR OUTER PERIMETER OF SHRUD PLANTING AREAS
SP Clethra ainifolia (Sweet Pay eroush 3 GAL 24 H7. HED PLANTING AREAS INHERE SHRUBS ARE PLANTED IN GROUPINGS
1 SJW H ericum caivcimum (Saint John"s Wort 3 GAL 18 HT. 4 oINSTEAD OF INDIVIDUAL LOCATIONS ti.~ ,
YA illicium arvi8orum Yellow anise 3 GAL 24 HT. 0 Ln/ C ~ o i
j n WH Hamamalis vir iniana Common ~tchhazei 3 GAl 24~ HT. ROPOSED NIGHER 7NAN lOW GROUNDCOVER ~ ,NORM DRAIN PLANTS (TYP) SHRUD PLANTING SED
j 6 DF Fotherailia aardenii Dwarf Foiher lla ~3 GAL 18 HT. r rrrri 4 rr 4r4 r rrrrrrrr rr rr rrrrr 4 rr r r 4rri ri 4rrir4 rr rr rirrirrrr4 ri rrrrirrirrirrirrrrrr 3~ MULCH AS SPEGIFIED rrrrr r, r r r ¢rrrrr rr rr rr rr r,,rr rr rr r ,rrrrrrrr rr rr rr rr rrrrr rr r r~~
8C Taxodium distichum Bald C ress 8&B 6' HT. r { ~ ' ~ i ~ CIO AREA ~ ~
3 MSR Betula niaro Multi-Stem Multi-stem Rivercirch 8&8 8' HT. -y '
SB Amelaochier arborea Serviceberrv B&B 8' HT. ~,i' 9i® ® ~ ~ ~ a ~ ~ ~ . n..~ ae a ~ '
~ tH l~~nus (ut(nosa turoDean ~l~er b H ` /8 tal(UUNUC:UVtK PLAN IJ tt' /
~i = CW 5aiix matsuda ~ortuosa Corkscrew Wlllow BBB 6 HT. i I 7~~~ ~ j. TO BE ARRANGED UNIFORMILY v
~ j~~} ilex vertlc~fa~ta Winter err Rolle RIB 6 ~T. 1N SIORETENTION AREA
WE Ulmus ala a ' t Wined Elm BBB ~ HT. PROPOSED SOD ~a BARE ROOT CONTAINER NTAINER CR BALL SIZE ;<f~.:`7 `
NC Catalpa sDeciosa Northern Catalpa B~&B BHT. ~ t PROPOSED " 5M Magnolia vlrainiana Sweetba Ma nolia B&8 B RT. USED fi" SWALE APPROACH 30 TOR,GREATtR I S
0 UNDERDRAIN 2DRAIN AREA
GROUNDCOVER CAP ENDS :NDS A r~~~mmt~
5aururus ce 7B groundcover moos L(zards Tale 1 GAL OR BARE .ROOT 3 ~ PROPOSED 10' ~~~UC~
Pontederla cordat Psckerelweed 1 G plants to be g AL OR BARE ROOT arras ed unitormil Iris versicolor Iris bias Fiaq ~ GAL. OR BARE ROOT TOP LAYER OF PLANTING BED 3 DF , OVERFLOW ~w
in Bioretention Area Panicum vir atom Switcharass 1 GAL. OR BARE ROOT TO DE PlNESTRAW 3 WM.
in groups of three. Hibiscus moscheutos Marsh Hibiscus 1 GAL. OR B ARE ROOT ~ w w
Eu atarium maculates - ~ Joe Weed ~ GAL. OR BARE ROOT C~3 ~ ~ ~
Juncos etfusus Common Rush 1 GAL OR BARE ROOT ~ C~ j.: ~ t1;
M(scanthus sinensis Zebrinus" Zebra Grgss 1 GAL OR BARE ROOT , , ,v z C~ ~
- s NOTE:. PLANTS, MATERIALS, ~ IN5TALLATION ARE TO FEET , ~ ~ ~ ~~~~®~z
! NCDENR, DIV< OF WATER OIJALITY SPECIFiCA1iON5. o ~ e d - ~ t~~vw~~O
PRUNE PROPORTI®NATEL'; ~ ~ ~ ~ ~
r '.'::.:':.'0::::: ~ ~ TO COMPENSATE -FOR
l f "6:.'.:'.~:'.': f REDUCTION OF ROOTS = AND TO PROMOTE NATURAL
E ' f ~ CHARACTER OE GR01~1TH
~ ~ ~ a ~ .
M V 3" MULCH AS SPECIFIED
I ~L ~ r ~,..7~~,~.~ - f PROPOSED 4" 3" CATER DETENTION
~ HATCHED AREAS ClEANOUT TYP. ~ SAUCER AROUND SHRUB
TO BE HARDWOOD EACH END ,j,,,, r ~~,,,~,,,,~r,,,J,,,, ~ r,,, FINISHED GRADE
{ ~ DO NOT REMOVE LEADER MULCH ~ ~
~ 3 WM I O ~ 3 WM \ - 3 DF PROPOSED ~ 3 'NH ~ ; COMPACTED TOPSOIL
$ i'VB 3 MSR CLEANOUT
i s
1 THIN BRANCHES AND FOLIAGE ~ 155' 3 WM 8 EA
~ ~ BY ~ 3 RETAINING NATURAL I UNDISTURBED SAIL. . ~ ~
i TREE. SHAPE l ~ j YARD INLET OPEN 4 SIDES- ` ~ PROPOSED
' o SET TfiROAT OPENINGS DISCHARGE
tD 9° ABOVE BOTTOM OF P'PE NOTES:
;.J ~ E' BIORETENTION AREA PROPOSED 1, PLANTING PLAN, AS SHOWN, 3S TO 8E USED FOR A
a ~ REMOVE BURLAP FROM TOP OF ROOT BALL EXCEPT BIO-i1, SHALL BE i2" DISSIPATOR GUIDE. EACH BIORETENTION AREA SHALL 8E ABOVE SOITOM. i. ALL DISTURBED AREAS NOT OCCUPIED BY STRUCTURES,. PAYING OR PLANTINGS SHALL 9E GRADED ANO Sf~DED AS INDICATED .IN SPECIFlCATIONS.
TREE WRAP BEFORE BACKfiLL1NG AROUND BALL PS COMPLETED. EVALUATED ON AN fNDIVIDUAL BASIS FOR PLANTING ALL SHRUB 'AND TREE: PLANTINGS SHAM. SE-MULCHED WATH CLEAN, CaURSE
~ ALL TREES 4~((CH ARE SMOOTH BARKED AT THE TREES SHALL BEAR SAME ~i' TiME OF PLAN11N6, AND HAVE MORE THAN 2` ~ G RELATIONSHIP TO le'INISNED ARRANGEMENTS 8Y AN EXPERIENCED LANDSCAPER OR SHREDDED HARDWOaD MULCH OR CHIPS.
CLEAR TRUNK SHALL SE CRAPPED. ~ , GRADE... AS THE PLANT SAS. LANDSCAPE ARCHITECT. ALL PLANTINGS SHALL BE 3. ALL PLANT BEDS Ta BE' EDGED U~TN TYPICAL. CHANNEL° EDGE.- SEE DETAIL, THI5 SHEET:
~ ALL TREE wRAPPlNG SHALL ExTEND FROM THE TOP THE BACKFI T ORIGINALLY GROWN LL O THE LOWERMOST 'TREE BRANCHES. °;~V CNOOSEN FROM NAIiVE VEGETATION AS SHOWN ON GaNTRAGTaR SHALL SUBMIT A -SAIL SAMPLE FOR ANALYSIS BY VYATAUGA
~ ~ ALL TREES, ~iEN PLANTED, SHALL HAVE THE SAME 6 PLANTING SCHEDULE (THIS SHEET). ADDITIONAL COUNTY AGR{CULTURAL EXTENSIaN SERI~CE, AND SHALL .APPLY FER11LiZER, LIME.
~ RELA'DONSNIP TO FINISHED GRADE AS TO THE ~ MULCi-l AS SPECIFIED m ORIGINAL PLANi1NG DEPTH. ~ PLANTS SHALL 8E APPROVED BY ENGINEER OR AND SOIL AMENDMENTS AS PER EXTENSION SERVICE RECOMMENDATIaNS.
~ WATER DETENTION a ~ - SAUCER AROUND TREE SCALE 1 = ZOO LANDSCAPE ARCHITECT PRIOR TO PlAN11NG. 5. A MINIMUM OF FaUR INDIVIDUAL .SOIL- SAMPLES SHALL 8E TAKEN THRaUGrltX1T " , THE SITE FaR OVERALL .SAIL ANALYSIS.
e r~rirrirrrrri jtrrrrrr q rri 2. PLANTING MEDIUM FOR ALL BIORE iENTfON FACILITIES 5. CONTRACTOR TO UTIL77.E ALL aNSITE TaPSOiL. CaNTRAGT'aR SHALL SUPPLY
jn rrrirr r rrrr rrrrr 4rrr rr 4 4 ri rr 4 rr 4 rr 4 rrr ~ r .WISHED GRADE. o SHALL CONSISTS OF A HOMOGENOUS. SOIL MIX OF 85-88 PERCENT SAND; 8 TO 12 PERCENT SILT AND ADDITIONAL TOPSOIL AT Na ADDITIONAL. COST"TO 01~NER fF fDgS?iNG TOPSOIL
~ ~ ~ ~ COMPACTED ~ OPSOIL IS NOT SUFffCfENT TO MEET THE NEEDS OF-THIS PROJECT. 7 ALL.. PLANTING AREAS Ta RECIEVE i cy aF SOIL GaND11IaNER FOR EA~i 75 ~f ,
© , ~ BACI~FiLL aF: PLANT BED AREA, ACCEPTABLE. SOIL CONDITiaNERS SHALL. BE PULVERfZ~
i ~.X ~ ~ i ~ ~ ~ '~a~- ~ ~ O e ~ ~ ~ tF" ~ ~ ~ L SLAY AND 3 TO 5 PERCENT ORGANIC MATTER. 2. 7}iERE ARE TO BE 19 810RE7ENTION FACILITIES. EACH PINE :BARK, ..PEAT DOSS OR SHREDDED/COMPOSTED LEAVES.
~ -,i FACILITY SHALL BE CONSTRUCTED AS SHOWN ON PLAN S. ALL. SHRUB BEDS MALI. BE RAISED ABOVE ADJACENT GRADE,-AND TILLED NTH salt GaNDITIQNET~,
~ UNDISTURBED SOIL SHEETS C7 THROUGii C3, AS DETAILED ON THIS CaNTRACTOR TO FIELD -VERIFY LE}CATION aF EXISTING UTILITIES B~'aRE
v SHEET, AND AS STATED IN BIORETENTION TRBLE (THIS SHEET). BEGINNfNG OF GRADING AND LANDSCAPE- INSTALLATION.
r i0. CONTRACTOR TO.VERlFY QUANTITIES OF PLANTINGS AS SHa~?N. PLANTINGS INDICATED ON PLANS SHALL PREVAIL OVER QUANTITIES INDICATED IN PLANT LIST
CL IF DESCREPENCIES ARISE:.
~ ~i ii. ALL_PLANTS ARE TO BE THOROUGHLY °~tATERED IN" THE SAME DAY AS PLANTED.
BAR SCALE 1' = 20'
N O i ~ ~ r_~ i
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N0. NO. DATE BY RE~~lSION DESCRIPTION

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CB~6 ~ 2330.75 ~ 2322.00 . 29' of 15" hdpe ~ at ~ 6.90% DISS#4 OGS - Yi / ~ ' ~~1 ~ ~ ~ ~
~ { / , 1 ~ ~ ~ ~ ~ ~
oiss#a 1 2s2o.oo I I i ~ ~ I ~
I I i ! - ~ DiSSI j'~ A~ ~ ~r~ \ A \ ~
a i s~o-s ! ! ; ; _ 1 / / ~ p i" ' ~ ~ ~,~d~~ S ~ ~ -
~ CS#7 2356.75 ' 2359.50 90' ofi i 15" ~ hdpe ~ at I 3.06% ~ C&# 8 OCS - YI ~ \ ~ , / I ~ ~ ~ i i, . / / y~~~ l'. ~ _
~ ~ ~ ~
- ~ ° C8#10 2358.50 2355.50 ~ 56' of ~ .5" hdpe ~ at j 0.89% OUT YI ~ \ ~ / ~ ~ ~ ~ F~- ~ , r' Q ~ r_ ~ ~ i i , ' /yam ~ \ 6-~+, ~ , zr
~ ~ ~ E.~t ~ _ ~r
' T' . i - ~i~ ~ ~ ;r ~ ~ 7 V ~ ~ l a^ ~ ~ ~ ~ rye
~ , OUT - -<355.00 ~ ~ I I i Ma~ifoid \ \ \ - - r ~ - ~ - , _ ~ _ ~ n
N Y ~ ~ ~ i ~ T' ~ ~"'a ~ l .~r ~ . ,~m~
~ CB# 9 2333.75 2348.10 2348.00 i 119' of ?8" hd e ~ at 30.25% ~ DISS~5 OCS - YI ~ ~ - / ~o 0 / - _ i l / ~,1 \ \ ~ \
o I I I I 98 \ ~ ~ I ~ r ~ ~ 1 n-- t ~ ~
_y.-~; . ~ ~ v'~.. i V ~ a ~ may' ~ '~,l. ' r, . ~ ~ \ ~ , r
CS#12 2362.80 2360.00 ( 207' jof) 15"~hdpe,at 2.66°/o C8~11 ~ YI <<' - ~ a ~ ~ astw
~+.i a <; , r a,,. ~ ~ _ ! ~ ~ ~ _ ~ ~ ~
~ C~#11 2357.30 ~ 235'}.50 ~ d8' of 95"ihdpe~at~ x.04% ~ OUT YI ~ \ ~ 2 V ~ . ~'~'1 w . ~ \ r. ~ _ x. t t ~ ~ ~
~ ~ I \ \ ~ ~ T; ~ ; _ r _ } 1 "
fltJT ~ i 2354.00 ! ~ ~ I I ~ ~ Manifold 2i3~ ~9 \ ` / / ~ ~ 4. - ~ ~ ~ - I ,
p I ~ ~ I ~ 2 ~ / j
CS# 8 2353.75 2348.75 2348.65 87' of 78" hdoe j at 0.63% CB# 9 OCS - YI \ ~ - ~ - ~p ~rf f r'' - ~ ~ ~ d , _ i0...
N ~ ~ _ / ~
m 810-8 ~ ~ ~ / ~ ~ 0~ d ,;r ~ - ~ ~ DRAINS_ _ ~ ~ ~ ~ ~ Via, ~ \
m CS#19 2367.50 - 2362.5D 51' of 15" ~ hdne ~ at 2.°4% I CB#18 OCS - YI _ - - -a..-~ ~ ' ' / . .
~ I ~ ~ _ ~ \ ~
~ . ' ~ ~ ~ _ l ~ ; - ~ _ . , ; ~ ~ ~ ~ ~ ~ - ~ a
CS#18 2364.50 2361.D0 2360.90 70' of 15" hdpe~at~ 1.29% ~ C3#17 YI U - _ ~ , ~ \
o ~ i ~ - i y ~ Z Q I 0 I / /Y~ ~ / ~ ~
~ C3#17 2365.50 2360.Q0 2.,5.,.90 95' of 15„ hd elat 4.531a C$#16 YI J i _ _ - ~ ! ~ \ \ 'ter'
- _ ~ ' _ - <rr~.
o CS#16 2358..,0 2355.601 2355.50 ~ 103' or 15 hd e ai 11 a1 /o CS# 15 YI ~ = ° Y , , ) \ ~ i
. o ~ r 2 ~ ~ ~ , ~
f0 CD# 15 2348.75 2343.75 2343.65 i o&' of 18" hdpe ai 23.71 % DISS#6 OCS - YI a ~ ~ o~ ~ II ~ ~ ~ ~ ~ ~ ~
- ¦ r.o...ey, ~ , 1 . 3 ~ . - ~ ~ ,
CB#14 2358.00 2354.00 70' ofd 15" hdpe at 9.43% CB#13 CS-Grate \ ~ ~ ~ Q - a - ° ~ ~j/~; of - ~ ~ ;r: i , .>ti"'r ~ ~ ~ .1 ~
,?,v' _ , ~ rf
o ( TY2f7C~t DTd1I1 ~ ~ \ - ~Q~ ~ Q a Y~~?. C8~13 2355.00 2353A0 2351.00 ~ 95' of 15" hdpal.atl ~.D5°/a OUT C8-Grate Q, j~~~~~'y~~ ~ fl. .c ~ ~j . j~
rn
0
0 DAR SCALD 1" = 40'
c c
a i d~ I 1 ,
a m u~ 0 40 ~0 lC0
0 ~!C Na. SATE ~Y ~~+IISION ~ESC~IP~ON
i~

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N
tl Y`':~P~~'"TRH^9PF' ~ ~ ter'? w1~1
td ~ ~ ~ n
.~Yq ~
~ ~ ~
~ .
~k
~ ~
p i Jla1 t ~ r ~ i r;a f2~ ,,r. '.'m/ tl~p' i1' ~ . ~ P ~ f ll.;: ~~9 11 ~ < t' ~ ~ ~a.?' ~.~om :,ski f~1 L 6_~`
I ~
~ IN A v
I G IT P, A c ~ yk~x:
r i ~ IPA OR R ~ ED RIP RAP I..~ O ~
f ILA ~ENC~ PROP. d ,.,;t.~ ~
~ DRAIN _ PROP SAD P P
~ 6 8 _ ~
_ ~ R~ P. c IE
P TY ENT L N PRO R ..r~ ~ ~ .
~ ~ _ OCR ATC~I A~ R IO OG OPO,~ G
. ,
TI G ~ONTO~RS IX~ S:~RYA Y ~ ~
E IS N PO ARC I T T AP D~ ~ PO R ~ m_ i4y ~ F.~-yam,
, s r,
TU C PRO I AO~ TSB--~ ' t~cces~via Powderhorn ~J ~
~ ~ Mountain from Tri lest ~ ~ 1 _ ~ Road f .i~ ti.. _ ; ~ Cr3
',.-~J ~ ~2 ~ ~ N ~ ` ~ w
I _ - r z~tic
. ~~~i`~~1~111lldiiii,l,
~ del
.l 4~f ~ r.' ~ ^ 1. ; ~ ,
i ~oldengate Road access via ~ _ ~
Heavenl Mountain Resort ~ ~ y
from Little Laurel and , ~ , r ~ ~ ~ ~ ~
.,bamboo Roads - ~ rr ~ y, /
- s ~ /1 .i l~ ~~~~~~i~ii ~~~~,~oo
^4 Y~'*, ,Y ~ ~ m- Ott1t11
. . ~ ~ U
~ ~ ~ ~yx1 W E~ISTIIdG 1.OOOING ROAD ~
k~ PROPOSED FUTURE ROAD_ ~ y 1:
:~rl .;hrs.. e.fi~ } .,c - - , ~o ~
j ;N . 4 . ~,.r~ ~ ~ ? 9 / ~i ~ y' f
i% ter. ~ ~
i ! T ..a:~ y p o~8c oust s gb~1\ ~ ~rq~i ~ ~ ` ~ ~ ~ f~ 55 ~iy
i ~ nt,, ~ ,y ~ i f~ .i 17i~fl
~NASTE r p BASTE AREA 1 2 ;f ~ _ _ 'i:
~ ~ c. ~ t y~ tf L Q ; ROAD 8 ~'ENSI4N r J E ;1 ~j ~
i ~ ~ ~ ~r, oy . ~ Q^:; i ~ ~ v/ 8 FIRE STATION 9~s et 3 , . = a
~o r ! ~ ~a I bb's .a ~ c : a aa )yp_~]~(~y] [~q~j (C^ i(qy/~{/~•, ~ ~ ~:f ~ ROAD A EXTENSION
~ .:gin ~o9~j° rf h a ud~ 0 3 ~ i`. 9 i {®~V~4~L ~L V~ y ~ ~ i ORUSHIN SITE : ~ ~ ~ a
6 ~s ~r G: i
^Y > ~ 0.: e ~ ~~,,as~~ ` i ~ DOE E'~ ~C~.~lD~ND , 6R k
i ~ r~i t~€~ t='~ 0 ROOK -.,e ~ a ~UDHOUE D r, _ DNDD1NiU ~TE~ ~
'J ~ ~ , p T ~ mil, ~ ~ ~ , , CRUSHING SITE ~ ~ ~ ® ~ vT,p~ii ~ ~,ii
'a, ' . ~ ~~,@p~, ~nl 11
.9° ~ 6 ~ ,`y+~ , oY~f - r ~ ~ 4 _ ~ < ~ ROAD ~ a ~ ~ f
~ arkwav . t> f ~ f 4, _ r~ 4 QA~T~ `~i~ yy ~ ~ MAIN A~ESS ROAD ~ ~
- Y en ~ raii w I yte r~ a ~ ,A, , rr~q. ~ ROAD D , ~ ' ACCESS ~TRA~~.S ~ ~'~~t AREA ~ , _ ~~1 Y
G ~ o~aer Lan i _ utt to ,~W a s r. ~ p,~~+ ng~{ ~ r ; ~ a~` DAB - 8ORl1~GS +N Y 'PENSION f AJ~ I c.i ~ i ~pePPer..~~d~ ~ ~ ~ ~e ~ ~ +,1
re ~ ~ ~ ~ ~ GO~,F~; COURSE _ ~ ~ ~ ~ J~,, Q11RSE
~ access via dam soy < ~ ~ . ~ ~ MAIN ACCESS ROAD ~ . ~ PEPPER D ~s
5 ~ _ _ G r r 9 Road from Aho Road, _ ~ EXTENSION PEASE ~ E ~ ~ ~ _ ~ ~o ~ ~ D C REVISED - 4 , ~ ~ ROA Cirefe ~ _ > ~ ~Al.T TRAM. BASTE ~l ~
.rye ~ r a. o ~ . ~ ~ Blue Ridge Pkwy. ~ . r , ~iaef ` ry ~ = ~ p~~~~+ ~ ~ i 7 q Pit[Ct1J ~ tX. >,.Y Sa
~1S X21 ~w ~.a. < , y~ od ~ ~
~ 1
~ ~ ~ ~ _ :.1!' q ~ - @ v . q , ~ . ~ -J~ ~ e _ e ~ ~a
_ 1 -'t1,/ d ~ is i; ' ?8 ~ ~ _ ~ 1 ~ - 1 a ~ :,r ~ ~ ~ ,qly ~ ° ~iY
~ ~ d k~ . Roc ~ t ; . ~ - ~ AREA ~ ~ ~ BASTE ?~.ES~, ~4 ~ i~ r~, ~
AR t J: _ ~ ~ r ~ t ~ , eoa w r o % r. ~ y r ~'~,~i AREA 13.E ~ ~ .J`
- ~ "~Naf~,~ t~~ ~ P e ~
q t4^v, 9 ~ AGCES~ ROAD ~ ~ ~ ~ 7~ : , ,t ~ ~
i mm at ~ tiro ,,p ~ , ~ ~ ~ ~ . a 1,,~,~_ ~ UNDER OONSM.RUC`I•ION ~ r,:~ ~l _ ~ r
~ ~ 1 ~ --r; ~ ~ ' 1 ~ .-~e # fit- s 4
i ~ N C LIMA SURVEYORS. ~ ~ 1. PROPERTY INFORMA114N 08TAINED OM dVESTER ARO a i~i ~ GOLF COURSE . ~ ~E S NO ~ ~ ~
~s ~ - .f t i _ \ Q
r+ - J 2. ~,ONTRACTflR SHALL REPAIR ALL DISTURBED AREA5 TO EQUAL flR SETTER CONO1TiON . t c ; - . , CLUB DRIVE ~ ~ Y~~~
~ AS NOT£D. t? THAN THE ORIGINAL. ,.ITE, flR fl'fll ~_i ~ ~ ~ * x
. - 3. LOCATIONS flF EXISi1NG U11LiiiES AS SHO'd~N ARE APPROXIMATE ONLY. EXACT
R£ LOCAl10NS ARE TO B£ VERIFIED 1N TH£ FIELD BY THE CONTRACTOR. AT LEAST TH E r ~ y „=y,° c'~' Y I;
DAYS PRIOR Tfl CONSTRUCTION CONTRACTOR MUST NO11FY EXISTING UTIt1TY 01NNERS. GALL B£FflRE YOU DIG, NORTH CAROLINA ONE CALL (1-500-X32-~949~. (L p;; , . 1 a
4 `i ll ~ _ ~ ~
4. ALL WORK NEAR AND AROUND WA'fEi2WAYS MUST CONFORM TO THE RULES OF THE
NORiN CAROLINA DERARiMENT OF ENVIRONMENT AND NATURAL RESOURCES. _
~ ~
5. CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES FOR THE CONSTRUCl10N SIiE. CJNTRACTOR WILL Bf RESPONSIBLE FOR ANY FlNES 'l-IAT MAY BE ~ i e,
LEVIED DUE 70 POLLU710N CREATED DURING CONSTRUCTION. a-
~ ,
8. CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE, AND LOCAL REGULA710NS PERTAINING TO Access via Sampson CONSTRUCTION OPERA1i0NS. Road from Aho Road, ~ 1 ~ ~ ~ ~ ~ ~ +J
Blue Ridge Parkway & ~
7. WATER LINES SHALL HAVE 3' MINIMUM COVER UNLESS OTHERWISE SHOWN ON THE DRAWINGS. LJS 321 ~ % ! ,fir ~ .y a 2w'i i ~ \ , ~ a `,ACCESS ROAD . ,lSTlNG ROAD ~ ~ Q
-"OVERALL SITE PLAN ~ ~ * IX'~'"~ :SS ROAD ~ JUMPSEEED ~ ~
8. WATER AND SANITARY SEWER LINES SHALL HAVE A MIMMUM 10' HORIZONTAL SEPARATION OR A MINIMUM 18" VERi1CAL SEPARA710N WITH WATER OVER SEWER, OR TRAIL ~ ~ ~
BOTH WATER AND SEWER UNES SHALL 8E DUCTILE IRON PIPE 10' EITHER SIDE OF lNE CROSSING. SCALE 1 ° = 2000' ~ ~ ,v?~', ~ , Q~~_ ' ` ~
# INDICATES ROADS PREVIOllSLY APPROVED BY ~ 6~'~~" ~ ~ ~ ~
9. WATER AND STORM SEWER IJNES SHALL HAVE A MINIMUM 12' ~/ERTICA~ SEPARATI9N. NCDENR FOR EROSION CONTROL PERMIT. ~ `~.,~.''i"~,'~ ~ ~ a ~ ~}~-~C ~tlLlVl~
i0. SEE PROJECT SPECIFlCATIONS FOR ADD1110NA~ INFORMATION.
11. CONTRACTOR SHALL NOTIFY 'fHE PROPER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY
ROAD BEING CLOSED FOR CONS'iRUC710N, INCLUDING BUT NOT LJMITED TO THE LOCAL rE TRAIL G~~ ~
NEiNSPAPER, RADIO STATION, FlRE DEPARTMENT, COUNTY SHERIFF'S DEPARTMENT,
AMBULANCE, AND THE COUNTY Ei~1ERGENCY MANAGEMENT AGENCY. ALL Tf2AFFIC CONTROL SHALL CONFORM TO THE REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT ~ 4 ~ ~ ;
OF TRANSPORTATION.
m ~ 12. CONTRACTOR SHAI1 NOi1FY 'ME ENGINEER AFTER EXISTING BURIED UT1LI17ES NAVE BEEP! 5. DISPOSABLE MAlERiAL a~~i ! fit' ~ ~ ~ 'L ~~j ~
E LOCATED AND 24 HOURS PRIOR i0 CONS'tRUCTtON. THE ENGINEER WILL EVALUATE THE a ~ Tr r' s
y LOCATION OF EXISTING UTIL117ES AND DETERMINE WHETHER OR NOT THE PROPOSED ~i
WATER UNE `MLL BE MOVED. A. CLEARING AND GRUBBING WASTES SHALL 8E WASTED ON SITE AND PROPER DISPOSED OF HY THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFlEQ O U 13. AlL FENCE DAMAGED DURING CONS7RUCilON SHALL BE REPLACED YV1TH LIKE MATERIAL PECIFl Q o iYERWISE. Access via Firetower Road to so_ FOR LOT #1313~~ ' • Sampson Road, Aho Road,
'AVE~IENT, ETC., MAY' BE Blue Ridge Pkwy. Bc US 321 ~ g Court 2~ t~ ~
o IN A WORKMANLJKE MANNER AND IN ACCORDANCE WITH STANDARD FENCE CONSTRUCTION B. SOLJD bVASTES TO 9E REMOVED, SUCH AS SIDEWALKS, CURBS, PAVEMENT, PRACTICES AT THE CONTRACTOR'S EXPENSE PLACED IN SPECIFlED DISPOSAL AREAS DELINEATED ON THE PLANS OR RE SITE AS ftEQU1RED 8Y THE SPECIFlCATIONS. IRIS MATERIAL SHALL HAVE A DNS OR REldOVED PROM THE. ~a~, ~ '
LL HAVE A MINIMUM COVER ! o
~ 14. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING BURIED TELEPHONE LINES !N CONFl.ICT WITH OF 2'. THE CONIRAC70ft SHALL ,titAWTAIN SPEClLIED COMPACTION REaUIRE ~ THE PROPOSED CONSTRUCTION. WhfERE NECESSARY, EXISTING BURIED TELEPHONE LINES SHALL 8E AREAS. YlHEN DISPOSAL SITES ARE NOT PROVIDED, THE CONTRACTOR SHA ,ri iEMP~RARILY 'MOVED DURING CONSTRUC770N AND RE-LAID WASTE FROM THE 517E AND PROPERTY DISPOSE OF IT AT HIS EXPENSE. )N REaUIREMENTS iN THESE ~ \CTOR SHALL REMOVE THIS~j .r ~ ~
AT NO ADDITIONAL COST TO 7}iE OWNER. n i,.
C. ABANDONED U7ilI71ES SUCH AS CULVERTS, WATER PIPE, HYDRANTS, CAS71N 0 1~. C9NTRACTOR SHAH BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS DURING APPURTENANCES, UT1LITf POLES, ETC., SHALL 8E THE ?ROPERTY OF THE STS, CAS71NG5. RIPE ~ ~~j Y OF THE SPECIFlED UTiL1TY ` i ~ y`lAG~ t ~ ~
CONSTRUC170N AND SNAIL REPAIR ROADS PER REQUIREMENTS OF lHE NORTH CAROLINA AGENCY, OR COMPANY HAVING JURISDICTION. BEFORE THE CONTRACTOR C DEPAR711ENT OF 1RANSPORTATION. NO OPEN CUTS OF EXISTING t20ADS SHALL BE ALLOWED DESTROY, SALVAGE, REUSE, SELL AR STORE FOR HIS OWN USE ANY ARAN N EXCEPT WHERE INDICATED ON THE DRAWINGS OR ~PlHERE SPEClFlC PERMISSION IS GRANTED HE MUST PRESENT TO 1iE OWNER WR1TiEN PERMISSION FROM THE Uitl.liY TRACTOR CAN REMOVE, ~J ~ /~~S '~5 & 6
ANY ABANDONED UTILITY, 'c„_ as 7~ THE Ui1L1iY INVOLVED. 10. ALL CORRUGATED METAL STORM DRAIN PIPE {Civ1P) SHALL BE ALUMINIZED TYPE 2 CORRUGATED STEEL
BY iNE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. SAND OR A SIMILAR MATERIAL MANUFAC1l1RED IN ACCORDANCE M11TH THE REQUIREMENTS OF AASHTO M-36. TiiE PIPE SHALL BE ~~y-'
3 APPROVED 8Y THE NORTH CAROLINA DEPARTMENT Of TRANSPORTA710N SHALL HE °I.ACED AS D. ON SITE BURNING iS AN ACCEPTABLE METHOD OF DISPOSING OF FLAMMABL ~ A PROTEC77VE HARRIER BETWEEN TRACK EQUIPMENT AND THE ROAD AND CLEANED UP PROPERTY APPROVED 8Y THE APPROPRIATE AGQJCIES. WHEtJ BURNING 1S ANTICIPATED ' FLAMMABLE WASTES YYHEN F+IANUFACTURED FROM ALUMINIZED STEEL TYPE 2 MATERIAL CONFORMING TO THE REQUIREMENTS OF tr it I' ~
o AFTER CONSTRUC110N. ALL NECESSARY PERMITS AND MEE'f1NG GOVERNING CODES, 'HE CONTRACT ~ AS TO THE SPEClFlC LOCATIQN OF BURNING AND SHALL NOT $URN WIiHOU ~ i6. CQNTRACTOR SHALL NOT LkY ANY PIPELINES OUTSIDE OF PERMANENT ESSEMENTS. iF LINES OF THE BURNING SITE. W7iCIPATED, IN ADU~TtON TO OBTAINING AAS}iT0 M-274. ALL PIPE`SHALL 8E FWRNISHED WITH REROLLED ENDS AND SFIALL BE JOINED WI'M :_,u.,~ ~ CONTRACTOR SHALL NOTIP`( THE ENGINEER HUGGER BANDS. THE USE OF DIMPLE SANDS WILL NOT BE ALLOWED. PIPE TfiROUGH 24" DIAMETER ~Pr~, ~ ~ f 'G • 1 ~0
'RN WITHOUT THE 'cNGiNEEft'S APPROVAL SHALL 8E 16 GAUGE, PIPE i7-1ROUGH 42° DIAMETER SHALL 8E 14 GAUGE, PIPE 't}iROUGH 54" DIAMETER
SHALL 8E 12 GAUGE .j'
O MUST 6E MOVED FOR ANY REASON, THE OWNER 'MLL SECURE ANY REQUIRED EASEMENTS PRIOR TO MOVING ANY LINES. N AFTER BURNING IS COwiPLETED, PURE ASH RAAY 9E DISPOSm OF BY MIXIN v DIRT. All MATERIAL NOT TOTALLY BURNm SHAI.1. BE DISPOSED OF AS SP c ~F! ~y ABOVE. 1iE CONTRACTOR SHALL NOT HOLD UP WORK PROGRESS FOR THE ~F BY MIXING WITH FlLL =Y ' EN1f~iNC~ R~1,~1
WHERE SPEgFlED, STORM DRAIN PIPE. SHALL BE REINFORCED CONCRETE PIPE {RCP) L`ONFORMING TO OF AS SPECIFlED IN "8' UND AASHTO M-1'70, AS CONTAINED IN NCD07 STANDARD SPECIFlCATION 1032-9 FOR WALL "H° TYPE. ~lNDER CaNSTRUCTI~~~~ ~
S FOR THE PURPOSE OF / % ~ 0. q , ,
m ~~:l~~ ~~~~~~if~ali~tl'~'`~ ~~i~ I WAl17NG FORA 'BURNING DAY'. WHERE SPEGFlED, ALL STORM DRAIN PIPE SHALL BE HIGH DENSITY POLYETHYLE~lE (HOPE). SlA001}i e'z°i~ ~ : ~ l ~ > -
~ 6. !N THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCOUNTERED WITHIN RED WITHIN THE llMITS OF WALL INTEi210R, YYITH WATER 11GHT JOINTS, BACKFlLLED WITH X57 WASHED STONE llP TO MIN. 6" ,~~"'`'Qae ~ t f
~ 1. FlNISH GRADE TOLERANCES SHALL BE AS N07ED iN THE 5?ECIFlCATIONS. THE ENGINEER MAY CONSTRUC110N, THE CONTRACTOR SHALL iNS7ALl NECESSARY UNDER DRAINS AN o MAKE GRADE CHANGES AS RE4UIftED IN THE FlELD WITHOUT EFFECTING THE UNIT 81D PRICE DIRECTED BY ?HE ENgNEfR, ALL WORK SHALL BE PAID BASED UPON UNIT RIDS DRAINS AND STONE AS OVER THE TOP 4F THE PIPE HDPE PIPE USfD FOR S70RM DRAINAGE DETEN770N SYSTEMS SHALL 8E ~ ' UNIT RIDS UNLESS °HANCOR GLUE SEAL" OR APPROVED EQUAL
FOR UNCLASSIFlED EXCAVA770N. SPECIFlED OTHERWISE EROSION ANO SEDIMENTATION CONTROLS SHALL BE INST m 1 BE INSTALLED AT OUIFALLS. ~ t~ ~ ~ i. 1, / -~-7,~, ~ , l ~y .
17. CONTRACTOR SHALL VERIFY ALL ELE~/AT10NS HEFORE INSTAUATION OF FACIUI7ES. ~ R05EMARY ROAD AND F., access via '`ter ~ ,j m
2. UNLESS OTHERWISE STATF~, Ali FlLL AREAS SHALL BE CONSTRUCTED IN LAYERS OR 8° MAXIMUM 7. 1HE CONTRACTOR IS RESPONSIBLE FOR THE COORD1NAl10N OF ADJUSTMENT OF °i i}lICKNESS NA'fH WATER ADDED OR SOIL CONDITIONED 70 THE OP?1MUM MOISTURE CONTENT AS SURFACE ACCESSES WHETHER NE PERFORMS 3HE WORK OR A U1ILITY COMPANY TMENT OF ALL UT1U7Y r~ - ~i ~ _ m ' COMPANY PERFORMS 12. CATCH BASWS CAST-IN-PLACE SiiALL CONFORM TO THE REQUIREMENTS OF NCDOT STANDARD j~ ~ = ~ ~ANCEF' IANE ~TripleitRoad
c 3 DETERMINED BY i'HE ENGINEER AND COMPACTED WITH A SHEEP"S FOOT ROLLER TO A COMPACTION THE WORK. SPECIFlCAiIONS FOR ROADS AND S7RUC111RES {LATEST EDITION) ARTICLES 840-i THROUgi 840-3. m s, ~ _ From EIk 4~y
EQUAL 70 OR GREATER iliEN 959: (100 IN THE TOP 2' OF THE SUB GRADE BELOW ROADWAYS ~1ND CURB INLET CATCH BASIN °HALL CONFORM TO NCDOT STANDARD DETAILS 840.02. THROUGH 840.04. G AND SHALL PROVIDE ACCESS DROP INLETS SHALL CONFORM TO STANDARD DETAIL 840.14. JUNCTION BOXES SHALL CONFORM TO ~ ~ ; ~ Creed-Davy
~ PARKING LOTS) OF THE DENSITY OBTAINED 9Y COMPACTING A SAMPLE OF 77iE MATERIAL IN 8• 77-IE CONTRACTOR SHALL CONTROL ALL "DUST" 8Y PERIODIC WATERING AND SHA ACCORDANCE WITH 1i~lE STANDARD PROCTOR METHOD OF MOISTURE-9ENSITY RELAl10NSHIP TEST, AT ALT. TIMES FOR PROPERTY ONMERS WITHIN 111E PROJECT AREA AND FOR EM a AS7M D69S OR AASHTO-99 UNLESS SPEGFlED IN QTHER SPECIFlCATIONS. ALL OPEtJ DITCHES AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN AC SPECIFlCAiIONS. JD FOR EMERGENCY VEHICLES. STANDARD DETAIL 540.31. ~ ' ~ ~ ? ~ Road and SIC 268
KED IN ACCORDANCE WITH ?HE
13. CURB INLET FRAME. GRATE AND'HOOD SHALL HE NEENAH R-3233D, PRODUCTS 8Y DEINEY BROS., ~ 1 ? B'w~ ! r ~
a+ 3. EidTiRE AREA TO BE GRADED SHALL 6E CLEARED AND GRUBBED. NO FlLL SHALL BE PLACED ON a"i ANY AREA NOT CLEARED OR GRU88ED. ONLY 20 ACRES h1AY 6E DISTURBED AT ANY 11ME 9• +u.~- AREAS WHERE THERE IS EXPOSED DIRT SHALL 8E CEDED, FERTILIZED AND p TO 1HE ~PECiFlCATIONS. THE FlNISHED SURFACE SHALL BE TO GRADE AND SMO 0 4. ALL SOIL EROSION CONTROL MEASURES REQUIRED BY THE GRADING PU1N SHAIi 9E PERFORMED ROCKS LARGER IRAN 3", EQUIPMIENT TRACKS, DIRT CLODS, BUMPS, RIDGES. AND U.S. POUNORY OR EQUAL DROR INLET FRAME AND GRATE SHALL 8E NEENAH R-3339A OR EQUAL LIZED AND MULCHED ACCORDING ~~p 1NlET COVER SHALL CONFORM TO NCDOT STANDARD DETAIL 840.04. OPENING FAC;NG UPSTn'EAM.
AND SMOOIN, FREE OF ALL f 'f? ~ j+l
tIDGES AND GOUGES PRIOR TO 74. CONCRETE AND MASONRY SHALL MEET THE REQUIREMENTS OF APPROPRIATE SECTION OF NCDOT '..t ~~:~i TO ACCEPT SEED. THE STANDARD SPECIFiCATlONS FOR ROAD AND STRUCTURES (LATEST EDITION). CONCRETE SHALL 8E ` i
PRIOR TO GRADING, CLEARING OR GRU861NG. AIL EROSION CONTROL DEVICES SUCH AS SILT SEEDING. THE SURFACE SHALL BE LOOSENED TO A DEPTH OF t4"-5" TO ACCE ~ FENCES, ETC.., SHALL 8E MAINTAINED IN WORKABI.F CONDITION FOR THE iJFE OP THE PROJECT CONlRAC70R SiiAIL NOT PROCEED "KITH SEEDING OPERATIONS WITHOUT FlRST O ~ AND SHALL 8E REMOVED AT THE COMPLETION OF 1HE PROJECT ONLY ON THE ENGINEER'S ENGINEER'S APPROVAL Of lHE GRADED SURFACE. ALL SEEDING SHALL 8E PERF o APPROVAL. PAYMENT SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING. iF DURING 'HYDRO-SEDER'. HAND SEEDING SHALL 8E AUTHORIZED ON AN AREr1 BY AREA JT FlRST OBTAINING THE CLASS A OR 8, 4000 PSI ?AINIMUM, MEETING THE REtlUlREMENTS OF SECTION 3000, CONSTRUCTED j 1.~ ~ } ~
L 8E PERFORMED 9Y A MECNANICA~ iN ACCORDANCE WITH ~CtION 825 MASONRY SHALL ME£f THE REQUIREMEPITS OF S'cCT10N 704Q ` xi
THE LIFE OF THE PROJECT, A STORM CAUSES SOIL EROSION 'NF11CH CHANGES FliJISH GRADES OR ENGINEtR. A BY AREA APPROVAL 8Y 1}IE CONSTRUCTED iN ACCORDAldCE WITH SECTION 830 AND/OR 834. 1R
o CREATES "GUWES' AND °WASHED AREAS", THERE SHAH. HE REPAIRED AT NO EXif2A COST kND 15. TOPS OF PROPOSED FRAMES AND GRATES wHALL BE FLUSH NflTH FlNISHED GRADE.
~ ALL SILT WASHED OFF OF TfiE PROJECT SITE ONTO ADJACEPIT PROPERTY SHALL $E REMOVED AS
DIRECTED BY 'fi-IE ENGINEER AT NO EXTRA COST. lHE CONTRACTOR Sh1Ali ADHERE TO ANY o APPROVED EROSION CONTROL PLANS WfiE7NER INDICATED IN THE CONSiRUCT10N FLANS OR UNDER 16. i7NDALL PRE-CAST CONCRETE BOXES ARE ACCEPTABLE ALTERNATIVES FOR PROPOSED-CATCH BASINS.
o SEPARATE COYER. m
0 ~
ii N NO. DATE DY R~!lSION DESCRIPTION

A°'`P
r~:.~
:un _u,~
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