20201172 Ver 1_Site Plans_20200908

SITE DATA
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PROJECT INFO: City of Greenville -- Adventure Park
ADDRESS: 3050 Blue Heron Drive
MUNICIPALITY: City of Greenville
NC PIN- 4698712722
PARCEL NUMBER: 01031, 26467, 01028 & 01030
.
LAND USE CLASSIFICATION: 2 (6 - recreationallentertainment, f. - Public park or recreational facility)
DEED REFERENCE: MB 24-125
LOT AREA: 97.33 Acres
ZONING: CH - Heavy Commercial
ADJAGENTZONING: RA20 - Residential Agricultural CH - Heavy Commercial
._ _.. _
PROPOSED USE: Noncommercial park/recreation facility: Public Use
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PROPOSED GROSS FLOOR AREA: 1,488 SF
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BUILDING HEIGHT: 25'-0" (1 -Story)
_
ADVENTURE PARK
IMPERVIOUS AREAS
LOT AREA: 4,239,695 SF
G R
S.
EXISTING IMPERVIOUS: 48 397 SF _
E E N V I L L E, N C
GRAVEL: 62,643 SF
.._10,232
PITT COUNTY `
CONCRETE: SF
TOTAL IMPERVIOUS: 72,875 SF
LOT COVERAGE: 1.7%
MINIMUM BUILDING
BUILDING LINE Minimum
STREET 20'
SIDE :
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BUFFERYARD ! Minimum/Notes
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STREET 10' - Type lot size over 175,000 square feet
SIDE 10' - Type'C
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PARKING SUMMARY_
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REQUIRED: 1 parking space per 500 sf of building
3 @ 9000 Sf buildings = 27,000 sf- 27,000 / 500 sf = 54 required spaces
PROVIDED: 60 (incl. 4 H/C) 467
GENERAL NOTES. ADVENTURE PARK3050 Blue Heron Drive
1. NO CHANGES TO ANY ASPECT OF THIS SITE PLAN, INCLUDING BUT NOT LIMITED TO, LANDSCAPING, GRADING, BUILDING
ELEVATIONS, LIGHTING OR UTILITIES WILL BE MADE WITHOUT THE APPROVAL OF THE DEPARTMENT OF PLANNING AND
DEVELOPMENT SERVICES DEPARTMENT.
2. THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY,
3. A PRE -INSTALLATION CONFERENCE BETWEEN THE LANDSCAPE CONTRACTOR AND THE PLANNING DEPARTMENT STAFF SHALL BE
SCHEDULED AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO LANDSCAPING INSTALLATION. �►�
4, ALL REQUIRED IMPROVEMENTS SHALL COMPLY WITH THE STANDARDS OF THE CITY OF GREENVILLE UNIFIED DEVELOPMENT
ORDINANCE (LIDO).
5, ANY FUTURE ELECTRIC SERVICE SHALL BE PROVIDED UNDERGROUND.
6. PROPOSED DEVELOPMENT WILL NOT CONTAIN WATER OR SEWER SERVICE, ANY FUTURE WATERISEWER SERVICE TO BE
Sheet Index
Sheet
Number
Sheet Title
C1
COVER
C2
EXISTING CONDITIONS - PARKING LOT AND DOCK AREA
C3
EXISTING CONDITIONS - CAMPING PLATFORM ,i
C4
DEMOLITION AND EROSION CONTROL
C5
EROSION CONTROL NOTES AND DETAILS
C6
EROSION CONTROL NOTES
C7
SITE & LANDSCAPING PLAN
C8
GRADING AND UTILITY PLAN
C9
GRADING DETAILS - DOCK AREA AND SIDEWALK QQ
C10
PROPOSED PRIMITIVE TRAIL LAYOUT
C11
SITE DETAILS
C12
SITE DETAILS
S1.10
FOUNDATION PLAN Q
City of Greenville Site Plan Approval
Date
Approved
[ ] A roved as Noted
Zoning
Engineering
Surve or/Flood lain
Inspections
Fire/Rescue
GUC electric
GUC water/sewer
GUC gas
NCDOT
Vegetation
Traffic Services
Notes
*Site plan approval ONLY. Engineer/Architect/Surveyor shall be responsible far adequacy of
design, errors or omissions in the plans. All plans shall meet all specifications, standards and
applicable regulations.
DATE:
AUGUST 7, 2020
DESIGNED BY- MJP
DRAWN BY: SBC
CHECKED BY: JDV
PROJECT No. 2017115.14
DRAWING No, W-3896
SCALE: AS NOTED
SHEET No.
PROVIDED BY OTHERS
VICINITY MAP
1

LEGEND
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NOTES
1. ALL DISTANCES ARE HORIZONTAL GROUND MEASUREMENTS 1-800-632-4949 TO HAVE UNDERGROUND UTIL177ES LOCATED PRIOR TO •`/ / / xj X .•,•.
,:-:---/.
EXCAVATING OR TRENCHING. NC811 77CKETS• NO TICKETS WERE REQUESTED. % //// /� •':'•'•': .�
Z NO POINTS SET UNLESS OTHERWISE INDICATED. •% /// / / // rye III
/ / s.o
,r „ $ UTI S• THE SURVEYOR MAKES NO GUARANTEE THAT THE U77Li TIES SHOWN ARE , T� r' // •/ // /� / -• r.I • . %• • ' • ' ' • .. , , ' . • ... - • . , ' , .. ' , . :,:,:,:I
J. THIS PROPERTY IS LOCATED WI7HIN FEMA FLOODWAY AND A ZONE AE AREAS COMPRISED OF ALL SUCH U77LI77ES IN THE AREA OF SURVEY EITHER IN x/ �'// //// 1- ' ' B •:: t
( , // / 4 QUAD, BP4• •, , , r57 ,
DETERMINED TO BE INSIDE THE 1% ANNUAL CHANCE FLOODPLAIN), AS DETERMINED SERVICE OR ABANDONED. THE SURVEY FURTHER DOES NOT WARRANT . • � // 6 9/ I��i %,i� ! t `0•••..,.*-�:.:%. a.`. +
FROM FIRM MAP NUMBER 3720468800K, EFFECTIVE DULY 7, 2014. BASE FLOOD THAT THE UNDERGROUND UTILt 77ES SHOWN ARE IN THE EXACT LOCA770N r,/ !/ N ,�// / A r :� - '' ' �r -,
ELEVA77ONS = 20.3 FEET +/- (NAV088) tND/CATED. 7NE SURVEYOR DOES HEREBY CERTIFY THAT ALL UiiLIT1E5 ARE / /,i c// %%/ / .ls. ; ::'.:':_ :.'.:,..:':: :'•' # .'.'•; :."•'•:::'.': •:::'.'•; :.i
��,,N1 HE SURVEYOR HAS NOT PHYSICALLY UNCOVERED ALE FROM ND LOCATED f ANY . , /,/, j�/�''/ % �/ / / / NO t ' ' ` . ' ' ' ` '::.;:':::% ' ;1
4. ELEVA77ONS AND CONTOURS SHOWN ARE BASED ON NAVD86 DATUM, VERICAL / /� ''� �%-11
`��Q CONTROL ESTABLISHED FROM MULTIPLE NCGS R1N OBSERVA770N5 (CLASS C)• s 1 ,•' % //% //, � ///ra .'. , o pax • '. , { ;.:•
`Z` 9. PIPE INVERTS SHOWN HEREON 4iERE OBTAINED WITHOUT CONFINED SPACE ENTRY BY T / // / /// /'// ' xr6.9 ,rr , ..'hlc• , ..'
tt,� 5. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A T17LE COMMITMENT X / e//,/� //. / N�, i': •':rtr�.• : '' ::'• .' -: ::'J
*& REPORT: RIVERS AND ASSOCIATES DOES NOT CLAIM THAT ALL MATTERS OF RECORD THE MOST PRACTICAL METHODS AVAILABLE TO THE SURVEYOR. FLOODWAY (PER NCFRIS- /�`// / ////� 1• -'••.,trc•.`.-' R...;•:. IJ ' ' `.'.' '• '' '• •'I
WEBS/7E - REf FfMA FIRM ; / // / // / / / x17t y j.1!�7B• • • • f .
WHICH MAY OR MAY NOT AFFECT THIS PROPERTY ARE SHOWN HEREON f / 9//� //// / / / NG '' / ",` :i'- I3T,'. •'',',
10. S17E HAS NOT BEEN EVALUATED BY ENVIRONMENTAL SPECIALIST FOR MAP 372046880tJr< �.'/ �''/ / / ,�//. ,� ei �r / �..:' . ,u X , =
ENWIRONMENTALLY SENSJ77VE CONCERNS, RIPARIAN BUFFER LOCATION IS SURVEYORS EFFEC17VE 71712014) ,•/ // , 9;4//// / / /1N� Y
6, PROPERTY SUBJECT TO ANY AND ALL EASEMENTS, RIGHTS OF WAY, RESTRICTIVE /�+ / /,/ / .'•
COVENANTS WHICH MAY BE OF RECORD. INTERPRETATION OF INFORMATION PRQWIDED BY 7HE CITY OF GREENWLLE: THE // // / �' x �`'� :-:• . ;' `:1
'r' •r
LOCATION MAY CHANGE BASED ON ENVIRONMENTAL SPECIALISTS SITE REVIEW. PITT s3 / ////x' ///,� / 6 " A�. L /'t:!.....' l '':'.'�.'.'.'.' ..'.'.'.. :.•.t
COUNTY HEALTH DEPARTMENT ENVRONMENTAL HEALTH PERMIT 1581-89 FOR SEP77C TOE,'/ /'// // ' 17.1 / '' - --. %:,.,:.: ••"' -:' :•
7. UTIL177ES' UNDERGROUND U77LI77ES PLOTTED FROM PRIOR SURVEYS AND MAPS .,.m //, , . ,% Ta 1, : •'•' f::c.•:•; : � :': :.•:I
PROVIDED BY OTHERS AS NOTED. ACTUAL LOCATIONS MAY WARY. I5 ASSOCIATED WITH PARCEL 26467. NO PERMIT ON FILE FOR PARCEL 01031 r .kr tj �. //// / x ' 1` +�
,,r /7d.5 \ .! 1
O77IER UTILITIES MAY EXIST SURVEYOR CANNOT PROVIDED ACCURACY OF .•'/ /'' s.��/ /// '� \ / '' ` :.: b,•.•...:'•;•.;.:.: ... • •:•... :..: • ;•.:t
UNDERGROUND U77L177ES. CONTRACTOR SHOULD CONTACT NC811 AT 11. DUE TO CLEARING, GRUBBING, EROSION AND HEAVY EQUIPMENTS LAND DISTURBANCE, •/I'eje'// iG/ r/� ./ / / // / ei': Kr44 '• -'•:•t
SITE CONTOURS MAY EXCEED THE 1/2 FOOT ALLOWABLE ERROR. X //,/ N ///� / ,r f / / "ioE, ... '.. \,
%/ / / / / J70 / f ! :':
18" LaCiP INV 3.89 fir / /// / /// / / 172, 1 j xr.4,.: • %y
76.J r J!G . J51 •,p.
CONTOURS
DEPRESSED CONTOUR
BOUNDARY LINE
EASEMENT LINE
FLOODWAY (PER NCFRIS WEBSITE)
EDGE OF SOIL DRIVE/PATH
OVERHEAD ELECTRIC LINE
UNDERGROUND ELECTRIC LINE
FENCE
TOE OF SLOPE/BANK (DITCH)
TOP OF SLOPE/BANK (DITCH)
CENTERLINE OF DITCH/SWALE
STORM DRAINAGE
WOODS LINE
EDGE OF WATER
EDGE OF SPOIL PILE
EDGE OF DEBRIS PILE
RIPARIAN BUFFER LINE
NOW OR
FORMERLY
DEED BOOK
MAP BOOK
PAGE
ELEVATION
INVERT
TYPICA
L
CONCRETE PIPE
CORRUGATED PLASTIC PIPE
CORRUGATED METAL PIPE
CONDUIT
POLY -VINYL CHLORIDE
ELECTRIC
WOOD RAIL FENCE
ORNAMENTAL TREE
BRADFORD PEAR TREE
EXISTING IRON PIPE
OUTSIDE DIAMETER
TEMPORARY BENCHMARK
GPS CONTROL POINT
POWER POLE
LIGHT POLE
CARSONITE POWER LINE MARKER
TREE STUMP
ROOF DRAIN
NATURAL GROUND
TOP OF SLOPE/BANK (DITCH)
TOE OF SLPOE/BANK (DITCH)
CENTERLINE OF DITCH
EDGE OF PAVEMENT
TOP OF ASPHALT
TOP OF CONCRETE
EXISTING TREES
CONCRETE
ASPHALT
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;r, /
C C'. _. / `
NO Y i
4 ✓ s.a r „.: z z r. :2 3-
r -r=. 1
::
r
1
-,: . . x /'f / 7 s MP Ti!
r1 i 1 / s '� r r 77.7
rr r.• 21.0 NG - P.N ZA4 . . k.. ... , / r6.4 �-q� / NG
r !6 :: T :. T3 23a 22,7 +„ , .. , . I
,.
.s•, "C., ...r. r•.. 7t38 ' 1 •JS.9 '.}�.8: ''1.1'. t,? , r r � .r rr jr: w� : jJ �t { t - a- ?2.? .. ,..... _:...:%.,. .2,3'2.,�i ,.; .:.,, ,, '. ,. � .:. . r;. ... -, 23.1 NG 4�'
r t G .' 1 1 �G x ... ,.J�"+, ., NG .. ,. NG !: ,t, t•? s ..,.,t 8.6 i I4 p �� y, x#9.f / x 1 rxN�„ NC / x752 16.bx NG r TOE J'.'::, x,, ... •,:1S�pG .'...•, .'. ..'
TOEx4 88� r td.4 •. 4 224 it NO s; p .4kA U.+ y..19.5
NGy T xk%. �eV^ +..� N 1:-:.:-::-:::�::::::::::::!
t 7 B RD _. ,:::. ,. : -3 ';:1 ' NO rOE l C F
J i6.3 t \ 7a x NO 2?.9 ?.A1 .•..., «. :. ??:4 �. , w.r• 1? .. % / ...
1`j� ,w., , k 228 ;. > , 1. #, 1
r. 7 ! r r x 2za : : : :,; :: zz �► s. a
tir N / N 3y....,-..•.- .••:,..: _.. , r Ira .� l , .. .
1 J 11 r ., G l / NO O :...,.,..,. :..,, r xI -' J / / rd,3�+ / ! } w:':':":
izE ! ! }.r• \ r.6 x` --'�$25_- , I f j NG 22 r "� /' x 1rNG
/ / / /, 11 r ` Q4 / 229 �-!10T 2Aa RD pryy': a.� r N r -^� 9" STUMP 15.9 • -:.:-:....,.:.::::::.:::::::::::::::::::I
`'`
!/I! / �f {� �t-L, ,. , \ T8 re -. _ -x C3 xNC x21.7 x22,6 ' x 9 STUMP 225 222 7 220 r9.3 9.5 i+r`Y1 wy J kT8,4 i r4.8 753
I �l f " 16.9 �! `+..,, 204 a g NG NC /V /� N
r r':.? x `- tpA 227 _ 22.3 NG TH Ip rt FOE ?AO��`A ` a;, / eT8 e^ r1 TOE x I .r \i0E+...'.. :•
td.Yt - Ta£ `°•- -, •'N 203 21.4 _' -K 225, Ta 222 /2? 8`' STUMP _ � _ - �+�-�22.3't✓ n a �--, , � Ty , f1rr "F�InttN" wRLL ./ fx�x �/j G -r5" sTi/MP i',`•'': J
I ) ) 16.9 J, x \ �" NG r� N �}-- _2 - : •� - x-_ Ta 221 r9 Sc- - ''tx - ti r8 ✓ a2.a { f 18 �"7e,5 j >,r r+ fez /� ' q �`\ ,
J FB. NC .-_ "'� tL„ !-� 2r,4 '-.--:-..�'�t.,-.-..•• T8 75q ^�..,.-.,,,.i ✓ ,NG � .5l�L•i '.:x• 7- - l 1'•'•�•`'•''
I •.s•, { 16.4 f8'3' ac. --'- 21 -.,,X _ _ - .,-- _,-.• _,_-- .m""""` T8 % NG /
9,3 f /1/ YYY. 20,9 _ _ x ../" :i' / I
ra 2iL6 / i / /s. x ! x- NG ,-,y / 2s3' .
l a.1 ,...... /• / r ..' 0E r0E ty#� /
NO �% nL.f;t [ 18.0 %8.4- 18.3' >r - x'NG """""'" NG 1 1 �''1� I r- ,& 1"11) :�+ 1-01 I
r/ ti,a' it 1 t8 ) lOf TC' T t'R6 :'19 "^• ^-r-•w.,'w ,-,,,�,,, �.' ."^ ,�/ ^"„� ../ %�. �q.., o •.•,ts+.,;`s / /- i ..a
�/ -� . t TOE --,r fa. *.1'� .X `•-.,r7,6'�.,, --- •�,,, x. r `"' x 18.? 18,4 77.fn '°•'1, - r .,:'A;,-m4 17,5 / �j
' S •... J8.3- -..rNG X.' _-.-, NG 18,2 x / x i, r ,", /
;s• r� Jt• !� 7" TnE .� NC ram' +J+ N `t•,
f l
60' EASEMENT (D.B. M 43 PG. 384)
"NON-PUBLIC EASEMENT" (M.B. 24 PS 125)
120' CAROLINA POWER AND LIGHT
EASEMENT (DB 696 PG. 437)
SOIL ACCESS
SURVEY HORIZONTAL CONTROL
4 -.
td.5 r 4.d' e" r rr INV 19,6t roE TOE ,� rrie +•u -W-Ts , a;'� ^, _ ./ - ti - -- --- _ r / NG IN 1 5t 'r-' ' ; ' w�;, �7 ' tllsszx/ x14.3 \ t7G 17" STUMP ••,.•... • • ' • 7sa
T8 i{. ? ; FULL OF SEDIMENT) INV 19.75 i
r. t ( 7} J&2 1 p t. x • ' _ - F.? 'x e ` .. -* /+ % l 1,,, s T{ 150 151 75.4 NO To 76.1Iw f:'t'"ic16 A %J59 1AG� 1
,r.J,a.'y .". , •/ 1 r r8.4 / NG I1G 17.7 ram •�.... c•�.ii': -- ---- :Tb,2 �, x16,5 ' xt6.5 • \ s CTr' tic x x x 1 xNG \ X TO�- /. 1?G '!UO
u'" •1+;.,T, / i56x ,rr xNG r / x 1j r7.V' t6:7 , ... - .eJ"• xt6.3. NO fh,d \ �.. •°"'-',. / I ,/"e NO NG
,.c+- QP.., • �' r0r r r 179x LOW/WET AREA r •3^ �,Y Y r0£ FOE fi..5 TDL' '�, NO T6.? O 7&4 �ry�,1 r6.7 ,,/ 4.9 t{\ "\ \ •7,'.'• , , . .
f.`l • t55x ra \ r8 4 / NC ' x- - .w NC WE !ffi 5 TO ` - I6.D'�•y • .. » . A,w - ( T� •_ NG >, .i?h�S. NGii�� NG t6.G ` 1 12„ STUMP .�ts 0.'; : ,:, �y :.•. .ti .
'r NO x J7.9 / roe J ;S•,'.r '...' •_ .i'�' >E • .'. ••� f w�,iNG x.� ` NO r78 NO _ -'" r' t tza T »'•'•'°` r r ` r xNG NG TM j +LNG f - 7 :,.
,;:i` r4.a ,� ', Js.S \ / } 1a / t ....• - / x ass �` 'A Tel .c s \� (i4,5` 14.D � 1 / 1� 1 5 - ST4tM : - .I
NO (% TOE 1 ' \ / , NO\ 156 155 ig ek r ,A:0 16.2
J53x * ` 1 xNG xN 4 t5,6 NO = I x M 't ',, r,- k `i�NC G xNC `' / ►r T'Nq
1 NO ", r \ L \ - 1 IS2 15.2 �'- r5,t ,-„I'o,�+l':.:'sFTr:""` It"FTtte•'Jw,'v" I i. t'r ,
It r T \ xNG T�OE,T�'E- SPOIL PILE �NG '`SOIL ACCESS ''T .' I
Ta 4 / xHG �`lkFe % r1MV 14,Q3 pbc15 ry+l $ h� '
11 I 1 155 + W 149 r f `f k11TM'r:Yi11 r Prq y' J,'.'. I
r '� t7,8 x17.? 1 1 r52 r8.s' raE 6 i':.r ., r w „ r4.2 15" STUMP j .;�
i `., x NG•. P1 15.3 16.5 15:�'.':'•'•;:..''1�N•'• ' 1
'.:. ,
1� 75.5.x 1 ' ``a 18,1 NO NG roe \ r8 156 (j aF+°„ °*. r+ k;f,, x14,4 %C r5G NGx i x/6,5 T9 'k rC.CE'- -51C,. .fox,
15J TOE i \ xNG / r %r NGx F"' F,5* 150\ x14.7 hr C t51 NO 14:0 NG 1 NG NCB, ',
NGx xtl 4 '�5"irirv' DEBRIS PILE �G NG� NO xuc ~:1. i�i.
NO i� \ i xw a { --, tSa a 1 t6.o t
�. 1 xt6,3 NO -- 8" PINE ryl 3rP CLUSTER OF PINE TREES G4x NG t6.� ,' '• • 1
i52 l7.5 NG / ''' r53 76.1 J4.5 r NG4 \ 1,.1 L xraE�•'- •--'•' •-i .::- J
�' 17.2 ! ~`"" TOE NG i + , ` t52 159, T8 I. f
NGxt5.278 J7.6 NGx /' NGD 14.9 �Q�Jgj7�QtT4,7 , : xT4.0 NO x NG �x"'x 6 �/% siyj
xt 4 ,TOE 1 I. xNG r^7t6.i "3 iy?',`�.,`;� NG t5.? �"_ •� ,•,j• .
• '.1
I/ j
rd.7 ` NO xi75 17,3 e ra 141 ¢ a t5 f TOE x , _ .x ' ri:S.'.' 1
t ` 7< N`
NG x,1+ ! NO x r I 78 G !. I 8" sT MP 15JTOE I. 1 - .
I 77.7 17.2 Ida % xi5.t TOE A.AI,G.'.',:; :.• • • ' 'r19 i'Gk;,: "•, . ,': ,.• , ,', • ,. , » : -. , , ,'I
x j j` % 14.6 150 NG it` .Z;e• 14.4 -. x14.t r4,6x ( NG t . ' NO NG NG NO 15ax 15. x f*' r;pe NO NG
x x NG TpE 15,2 14.6 s r r,NG �! �`, .'...., ..',
�...� NG ;° .
Wt?pX7E0 AREA No TOE No •1 r,.-P WE \
/ NG SPOIL FILE r. %�` �` SPOIL PILES '•' '''' ••c'1
15.3 I , 16.4 (14 xt4,8 > l t45 %r6.5 p...I.,.`•
xNG 1 / x ) / NO 14.6 ' NG , 4.
/ NG 74 47
16.8i`
• NO :i
!../ td,a x14.8 I,t 63 p L..� •`14,4•`
S2 T8/ t� x NG �``" i:'.',•.':...,`,"•'•, .x
TOr. v 0 NO cS "d rB:S r4.6 tVs rd. •'
I + J 7.5 / 145
\ / /% C
i4.9~ - , .. xNO / f J t4.9x 1456 NG 14,7 TD WOODE7i ARE/I xNG Id 9'.'.. • • Ji
NO
�w.- ` x t4,9 j \ 17.2 A 16.8 / NO NG TA r xl4.4 x14.5 xNG
rs .�NG \ xNC �\ xNC / 14.F } Td7Q 1465 NG NG 742. 1
! IF x174 NG P ;14,4• • :.I4.3'.'.%'•'
la NG / er- 15.r.� ....r'- 4".. x14`ff 1 4" IN3RFtd.b t•'•' NO,. +vC;: ,1
NO •,.,.,,.,,,-�„r., 11 Elf r,� ; 14,6 x 4 4 xJ4.7 xN ,'ttNG•,•,':.':
.11 NC X NG X X � l4rfr
1) \ ` j j A� E/P NG _._ _ 1,t�'v r4,s G 14. � _ ra.'�,J; :'�:. ..;.
i 4 j 1 J4.4 NG ..:^Tr450 TaxXra.- - - ,_- r3Gr - s..t � -
154 1r- - r468Ep r4.8 r . _ , •! �t
No f6.5 xt55 1d:2x ,�.� x x }' 14,-4 14,6- 14.3x 7 , ;:,,�''x, , xCLD" .4.14. `- .- .r8 .-,. _ �!YO.x, a '-14,-'t ::•.xt32 P W, 'i,,.?,'.',
j r6.d NO NG 737 ? `1 SP1t 1L f'ILEKNG x xr42 NG 7B r4.6 1 TOP OF BANK (DITCH}, -� 14.3 ""7-°- : x-., ` aP xCLD I
B x %/ )jNG 1r-- 14,2 NG ',rt71A x •- , {
x 15.7 �•,.' \ xr6,5 17.1 NO / / 73. T t G 4 2 - 1# i=1d.55?' r' i$ - _ T8x- - . -� _ rB .- _ ..-.-+,,+-,` -w. ?'s..':"' .r`-`„'. , -W4,2 • I
'
-_
T8
NG NO xNC NG @$� '.'' "` .i£ ....', F4 - <-. Ta
._ - / / 5 > €P . j TAs x i 14. . , „ „,,.
1 4, _ T`
!NV 11,98 s 43D. .
17 0 j T „ .,. EP .. EP EP'
I7,3 r I ,fit ,, , -, . x T4.8
\ x x NG C1. EA - 4 ZG . EP ;',
""' NG / "„' / T t4:5 at 1424 ,rA::..- T1t, ,: .,. x: - _,1: ,fi?:'.. , >12.).
NG,. r4.3 2 9 ,, ,> , . s, - :T9, .> . - ,.. 14, 79 t 4.54
t4 x r Pi4.20 f43 ' `; r. , i4.7 .,ASPHALT DRlYE . XI x x t4.
7 / -- NG NG rOE c $,.:-. .- r}$8 ., rtf6,. T
1 . S -
NG x t55 / i5.5 ` P . _. ,° ., I'll . ,-, d. 7 r. _ . .
.•; LA ..
x16.9 / x ,• Y •4� NG I ;,, _.:, ., EP $ If153 d,3 ;i
r ,NG I NC % x1NO \ / / ,, y �" NO �� \` t►r .2 T� - - J4,3 -ra.s 14.8 1N4G,8 EP Ep ^ J
14,5 1 / .. 14,9 Q r4.9 a" C -x� _ - T �e1� -- - xa- - - x - _ � 14.7.- - 4,i - +` ,
re x��'-- \ xr6.7 % ./e i d xt32 f x f37• - \ 14-7« -747 r8 - -- 1V `•'•' I
NG / / ! �.""' 'r..'-'"` 7r.E1,. - ••�°"'u'°`"+'•G�..7B di
\ NG J 1d.t `Y^.-:•r.;. •1.A9„-�, ,...,, 14,0 ,,.„ ,TB _ 14.1 t4.3 Ta 14A _ 44`4. r t54 -. J52 k 1: a .'x x Ox` --' __ x, rd.3• r�• .'t43 •f4.7.
r �.\ /� r > !i5 x _ "`, ti t57 Ta CLD CtJ? TOP of B . ,K DITCt! - M .x14.s-._ • - cLD CLp ,'. Nc•,
115 -.,, ♦ •''� /, / % r r52 -.-• - l4.6 // ` t4.T _ ( } CID '•r4.b• . o .r6 x .
TOE T a . �43 r8.0 -+ ` .rep"• t4.2 TB M_ - _ 14.8 K - _ , w-• 15.4-15• •154+- 74.8 - •'7 d.7. as �,U .:
_---14.6JL rg / -K TB .,,........ P �, �` r TB ^ ao-Tg-..� "�'.' -L} TB N •'Tg' '
C^•14 .rD1i_`17D-'" _,_. -._, , . .. ...,.,=.-,L
15 s .� / , xi6.S ` ... ---'w % 14.5 x14.7 J5.4 14.8 r """*' ✓ ( 1
p 'Tx \ / 17.1 �'• x ^'"y' - Te �.r.+-"'�" INV942-'�".rr✓ 18 NG NO NO No NG t58 i51x & X-A;- •;,��
14,2 T4. r5:0 f . JB %-ev'N ra 15 �!" •' ANSkwMEIt
' TB _ .-•- - ---- - 17.2
X16.8
1NO �MGn,-, - - -K- � "'"-"�""` TOP OF SANK Nl;:' ECEG TRANSFORMERS I NG � 4 N71RF rAfa. :,
rs s ��,,,, _...----- ROSA B. w1LsoN HEIRSEASEMENT
p euc a0s A++ rIT(M s 38
4 125} :I
D.C. 97-1&9 r i%•.I
POINT
NORTHING
(US FT -GROUND)
EAS77NG
(US FT -GROUND)
ELEVA77ON
(NAVD88)
DESCRIP71ON
GRID NORTHING
(US FT--NAD 8312011)
GRID EAS77NG
(US FT-NAD 8312011)
11
682164.21
249798Z 90
18.43
CPNAIL (GPS2)
682164.21
249798Z 90
12
682850.52
2498738.65
16.16
CPNAIL (GPS1)
682850.44
2498738.56
1112
682281.79
2498325.71
14.64
1 EPK
PROJECT C0N7ROL LOCALIZED TO GROUND AROUND POINTS 11 (GPS 2); CALCULATED COMBINED FACTOR = 0.99989730069602.
D.B. 293 PG, 292
P.N. 25421
SURVEY VERTICAL CONTROL
FLOOD WAY (PER NCFRIS ---�
W WSITE - (REF, FEMA FIRM
MAP 3720468OW, ..
EFFECn4E 7/7/2014) 1
NORTHING
EAS77NG
ELEVA770N
POINT
(US FT -GROUND)
(US FT -GROUND)
(NAW88)
DESCRIP77C?N
1137
682182.0
2497922.6
23.49
IBM TOP SW COLUMN BOLT
1138
682305.5
2497947.4
23.52
T9M TOP NW COLUMN BOLT
N/F
HAPPY TRAIL FARMS LLC
D.B. 3447 J16
P.N. 76:226
OWNER
CITY OF GREENVILLE
P.O. BOX 7207
GREENWLLE, NC 27804
t- ....%.. - - ..... - - .. -"-'*`
'a
-.--...:.: .-. .-.:, .:::
G'.'- ......�.....:..........-,...�...�
" * " -­ * "
-::::.:-1:::�:�:.:***"* * - - , '' .:,:: I
. .... * % ...I**- ­ .1
VICINITY MAR
NOT TO SCALE
REFERENCES.
P.N.
26467
P.N.
01031
D.B.
3863 PG. 527
M.B.
22 PG. 25
M.B.
4 Pa 1 2 25
D.B.
M 43 PG. 384
D.B.
696 PG. 437
M.B.
60 PG. 174
4or a zor ao1
IIIIIIIIIIIII
SCALE 1 inch - 40 ft
NORTH CAROLINA
COUNTY OF PITT
1, PATRICK HARTMAN, P.L.S., CER77FY THAT THE EXISTING TOPOGRAPHIC AND
PLANIMETRIC INFORMA7ON SHOWN HEREON WAS DRAWN UNDER MY OIREC77ON FROM
AN ACTUAL SURVEY MADE BY RB/JA FROM 212512020 - 311012020. BOUNDARIES
NOT SURVEYED ARE SHOWN AS BROKEN LINES FROM INFORMATION FOUND IN THE
REFERENCED BOOKS AND PAGES; THA T THE RA 770 OF PRECISION IS 1: 10, 000t; AND
IN ACCORDANCE WITH 77-IE US NA770NAL MAPPING ACCURACY STANDARDS, THE
MAXIMUM VER77CAL ERROR IS NOT GREATER THAN ONE HALF THE CONTOUR
INTERVAL EXCEPT AS NOTED (SEE NOTE 11); AND HORIZONTAL AND VERTICAL
CON7ROL WAS ESTABLISHED AT THE SITE BY NCGS R77V SOLUTION.
1) CLASS OF SURVEY.•
2) P05177ONAL ACCURACY
3) TYPE OF GPS FIELD PROCEDURE. AM RTN
4) DATE OF SURVEY WORK. • 2/25 2O Q,1b21 0200,
5) DA TUM/EPOCH. YAQ$2 �l(,,11
6) PUBLISHED CONTROL/FIXED CON7R0L: NCGS R7N OR AS NOTED
7) GEOID MODEL; 201 a
8) COMBINED GRID FACTOR: 0,9998973QQ602
9) UNITS: LIB M_Y FEET
W777VES8 MY ORIGINAL SIGNATURE, LICENSE NUMBER AND SEAL THIS 16TH . DAY
OF MARCH , 2020.

NO,
`C7
Q>
c
m
v1)
M
a
N
_N
cc
w
j
0
0
1
19
m
9
.3
S
I
,I
;~
m
li-
,TI
..e, i
u
N
2
rz
e
�.
LEGEND
D.B.
M.B.
PG.
P.N.
EL.
IN
TYP.
CPA
CUP
CON.
PVC
ORN
BP
EIP a
# IBM
GPS # (#) A
c Q.�
CPLM
0
RDO
x50.0
NO
a50,, 0
T9
x50.0
TUFF`
xEEW0
x 5C.00
x00.00
\k - (�-�
�-, 0 1-v
4 `s
s tzr y �
1 w .r '"7 s a• f
--- � iI
1. ALL DISTANCES ARE HORIZONTAL GROUND MEASUREMENTS 1-800-632-4949 TO HAVE UNDERGROUND UTILITIES LOCATED PRIOR TO `
2. NO POINTS SET UNLESS OTHERWISE INDICATED.
EXCAVATING OR TRENCHING. NC811 T7CKETS• NO TICKETS WERE REQUESTED. . •'''' .
3 THIS PROPERTY IS 8. UTILITIES.• THE SURVEYOR MAKES NO GUARANTEE THAT Thl£ UTILITIES
LOCATED WITHIN FEMA FLQODWAY AND A 'ZONE AE'" AREAS SHOWN AR£ WOODED AREA 5.a o.s 14.6 14.8
( COMPRISED OF ALL SUCH UTILITIES IN THE AREA OF SURVEY EITHER IN :j; . • r t W xNG
DETERMINED TO BE INSIDE THE 19 ANNUAL CHANCE FLOODPLAIN), A5 DETERMINED SERCE OR ABANDONED. TH£ SURVEY FURTHER DOES NOT WARRANT` 4 x I 1
3Bx rav / I I y��l� r4.7
�q'\'�� FROM FIRM MAP NUMBER 3720468800K, EFFECTIVE DULY 7, 2014. BASE FLOOD THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION �" NO / '(4��� ELEVATIONS = 20.3 - 20.4 FEET i f- (NAVD88 INDICATED. THE SURVEYOR DOES HEREBY CERTIFY THAT ALL UTILITIES ARE Gi /gTOE a1''� , : Nv5S01L"PATH
O LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. i �a .;
THE SURVEYOR HAS NOT PHYSICALLY UNCOVERED AND LOCATED ANY z7 Nc $7 -s r --r4r"
� , 4. ELEVATIONS AND CONTOURS SHOWN ARE BASED ON NAVD88 DATUM. VERTICAL 3,a / `
NO / NC 3.8 N ' p£Y . --� r9
101 CONTROL ESTABLISHED FROM MULTIPLE NCGS RTN OBSERVATIONS (CLASS C). UNDERGROUND UTILITIES. . ,L. ,7 NG 7x` s 7.'e ., �I( 84
5. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT 9• PIPE INVERTS SHOWN HEREON WERE OBTAINED WITHOUT CONFINED SPACE ENTRY BY 3.7 i i v.7 (
REPORT RIVERS AND ASSOCIATES DOES NOT CLAIM THAT ALL MATTERS OF RECORD THE MOST PRACTICAL METHODS AVAILABLE TO THE SURVEYOR. • • ..: ` � ; ..`.:' 2.5 4 NG i ` rn ruEq / •�i 14.s
NO Qr , `' v / v� "
WHICH MAY OR MAY NOT AFFECT THIS PROPERTY ARE SHOWN HEREON.Ta
as , •. '. x Nc i -11 dD (K� (r e
10. SITE HAS NOT BEEN EVALUATED BY ENVIRONMENTAL SPECIALIST FOR • P . I
6. PROPERTY SUBJECT TO ANY AND ALL EASEMENTS, RIGHTS O WAY, RESTRICTIVE z.a �•1 � a2
ENVIRONMENTALLY SENSITIVE CONCERNS. RIPARIAN BUFFER LOCATION IS SURVEYORS NG
.NG I xep 1 x 6.3
COVENANTS WHICH MAY BE OF RECORD. INTERPRETATION OF INFORMA7ION PROVIDED BY THE CITY OF GREENVILLE THE ew k NG 5 7UE
CONTOURS
DEPRESSED CONTOUR
BOUNDARY LINE
EASEMENT LINE
FLOODWAY (PER NCFRIS WEBSITE)
EDGE OF SOIL DRIVE/PATH
OVERHEAD ELECTRIC LINE
GIS PARCEL LINES
TOE OF SLOPE/BANK (LAKE)
TOP OF SLOPE/BANK (LAKE)
STORM DRAINAGE
WOODS LINE
EDGE OF WATER
RIPARIAN BUFFER LINE
DEED BOOK
MAP BOOK
PAGE
PARCEL NUMBER
ELEVATION
INVERT
TYPICAL
CORRUGATED PLASTIC PIPE
CORRUGATED METAL PIPE
CONDUIT
POLY -VINYL CHLORIDE
ORNAMENTAL TREE
BRADFORD PEAR TREE
EXISTING IRON PIPE
TEMPORARY BENCHMARK
GPS CONTROL POINT
POWER POLE
CARSONITE POWER LINE MARKER
ROOF DRAIN
NATURAL GROUND
TOP OF SLOPE/BANK (LAKE)
TOE OF SLOPE/BANK (LAKE)
EDGE OF WATER (LAKE)
TOP OF CONCRETE
BOTTOM OF LAKE
EXISTING TREES
CONCRETE
120' CAROLINA POWER AND LIGHT
EASEMENT (DB 696 PG, 437)
SOIL ACCESS
OWNER
CITY OF GREENVILLE
P.O. BOX 7207
GREENVILLE, NC 27804
t �. f \ 7 N6 .�
LOCATION MAY CHANGE BASED ON ENVIRONMENTAL SPECJALISTS S17E REVIEW. PITT TOE of SIaPEjED6E of WATER. .� (.1 � NC
7. UTIL177ES: UNDERGROUND U77LI77ES PLOTTED FROM PRIOR SURVEYS AND MAPS COUNTY HEALTH DEPARTMENT ENVIRONMENTAL HEALTH PERMIT 1581-89 FOR SEP77C (TYP.} LOCATED ON 6/14/2020 k• , . � NC
\ a...0 NODDED AREA
PROVIDED By OTHERS AS NOTED. ACTUAL LOCATIONS MAY VARY. IS A SSOC/A TED WITH PARCEL 26467. NO PERMIT ON FILE FOR PARCEL 01031 NO
OTHER UTILITIES MAY EXIST SURVEYOR CANNOT PROVIDED ACCURACY OF ;;.`. 1 s z2
UNDERGROUND UT7LI71ES CONTRACTOR SHOULD CONTACT NC811 AT
11. DUE TO CLEARING GRUBBING, EROSION AND HEAVY EQUIPMENTS LAND DISTURBANCE, :1 rry r,' NO
SITE CONTOURS MAY EXCEED THE 1/2 FOOT ALLOWABLE ERROR. "' •''
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NORTHING FASTING ELEVATION -- \
POINT GRID NORTHING GRID EAS77NG \
(US FT -GROUND) (US FT -GROUND) (NAVD88) DESCRIPTION
(US FT --HAD 83/2011) (US FT -HAD 83f2011) �..: -
I ' 11 682164.21 249798790 18.43 CPNAJL (GPS2) 682164.21 24979$7.90
L12 682850.52 2498738.65 16.16 CPNAIL (GPSl) 682850.44 2498738.56
j�E�682281-79 2498325.71 14.64 EPK I CITY OF GREENVILLE
PROJECT CONTROL LOCALIZED TO GROUND AROUND POINTS 11 (GPS 2); CALCULATED COMBINED FACTOR 0.99989730069602. I ". I D.B. 3863 PG. 527
P.N. 01028
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I wa
POINT
NORTHING
EAST7NG
ELEVATION
(US FT -GROUND)
(US FT -GROUND)
(NA UD88)
DESCRIPTION
1137
682182.0
2497922.6
23.49
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2497947.4
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vlsloniS, 1 sn ,oi« _.
+.:a.o::.e.<a,e:,: UkTE JULY 17, 2020
VICINITY MAP
NOT TO SCALE
REFERENCES:
P.N.
26467
P,N.
01031
P.N.
01030
P.N.
01028
D. B.
3863 PG 527
M.B.
22 PG. 25
M. B.
24 PC. 125
D. B.
M 43 PG. 384
D.B.
696 PG. 437
M.B.
60 PG. 174
40' 0 20' 40'
>_ �
SCALE 1 inch = 40 ft
NORTH CAROLINA COUNTY OF PITT
1, PATRICK HARTMAN, P.L.S., CERTIFY THAT THE EXISTING TOPOGRAPHIC AND
PLANIMETRIC INFORMATION SHOWN HEREON WAS DRAWN UNDER MY DIREC77ON FROM
AN ACTUAL SURVEY MADE BY RS/JA FROM 2/2512020 - 3/10/2020 &
8/14-1812020, BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES FROM
INFORMATION FOUND IN THE REFERENCED BOOKS AND PAGES,• THAT THE RATIO OF
PRECISION IS 1: 10, 000-1•; AND IN ACCORDANCE WITH THE US NA TIONAL MAPPING
ACCURACY STANDARDS, THE MAXIMUM VERTICAL ERROR IS NOT GREATER THAN ONE
HALF THE CONTOUR INTERVAL EXCEPT AS NOTED (SEE NOTE 11); AND HORIZONTAL
AND VERTICAL CONTROL WAS ESTABLISHED AT THE SITE BY NCGS RTN SOLUTION.
1) CLASS OF SURVEY- CLASS A (HQRZLCLASS OVERT )_ .
2) POSITIONAL ACCURACY- 2-.."M HORZ, )
3) TYPE OF GPS FIELD PROCEDURE- NCGS PIN
4) DATE OF SURVEY WORK. 2125 2020-Q3110 202Q 8/14-1€3 20 r1
5) DATUMfEPOCH: NAD83 2011
5) PUBLISHED CONTROLIFIXED CONTROL: NCU RTN OR AS NOMQ
7) GEOID MODEL: 2012B
8) COMBINED GRID FACTOR, 0.9998973006Q2
9) UNI T S: R
WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER AND SEAL THIS 16TH . DAY
OF AUGUST. 2020. y
"'`\TJjltll11111 t "
,�y,, CARO
O- - -0S/0 . -V
."e SEAL ��e
: 9 L4262 0Q _
' p' �� SUR41,
, C/ \P.
tt `W i,I,Tvv+\
TE 811812020
SURVEY RB/JAI DRAFT
rrt
LICENSE NO. L - 4262
. NC License: F•0334 Engineers
Planners
. p Surveyors
ivers Landsca e Ar
chitects
t sJE t
& ASSOCIATES, INC. 107 East Second Street
riversandassociates.com Since1918 G52)75 -4135 27858
(25 ") 782- 4 i 35
TOPOGRAPHIC SURVEY FOR
CITY OF GREENVILLE
OF
A PORTION OF THE FUTURE
WILDSIDE PARK
CITY OF GREENVILLE, PACTOLUS TOWNSHIP, P17T COUNTY, NC
HIUS I SCALE DRAWING NO. PROJECT NO. SHEET
PWN 1 " = 40' W - 3879S 2017115.14 1 1 „, 1

SWALE CALCULATIONS for Temporary Swale 1
Adventure Park
Greenville, NC
Swale 1 in temporary condition
Outlet Based on 10 year storm
Total watershed area Ac 1.57
Land 7 e
Rational
CN
Acres
Area Im ervious
0.9
98
0.320
denuded with tem ora seedin
0.26
73
0.680
Total watershed area
1.000
Com osite
0.46
Overland Channelized
H draulic Len th ft -- 485
Vertical Relief ft - 0.50
Time of Concentration
LL' Overland Channelized Total
x Time {min) - -- 5.46
�`
128 Travel Factor 2 02
Rainfall Intens€ =
I = / h+T
8.0
inches per hr
Peak Dischar e =
Q=CIA
5.8
cis
Ri ht Side Sloe
Left Side Sloe
n=
Sloe
hannel Velocti Flow De th
3.00
3.00
0.028
0.10°!°
3.91 f s 0,28 ft
Tractive Force use temporary liner
Td= YDS lb/s 0.018 Jute Net Td= 0.45 Ib/sf
LEGEND
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11
'�" ..-r:a .. LIMITS OF DISTURBANCE :"'.'.",%,"........:':':'.::;':'.'., "......:.:.:.••.':•:'.':..,::',••.•::.':'.':.:'.i
SF SILT FENCE PHASE 1 j
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I 1 �$ / \ j I 15� J DEBRIS PILE �. I '
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! } , i - \ f ;'I TO BE REMOVED \ /� I / .. h :•. I
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( T) % \ >s r� (PROTECT) ::'.: , •: ; .. • ::::], 1
___ -15- -� I I j \ WOODED AREA `" v� / / TEMPORARY SWALE 2 _ , -'_• ._•: • .:' ' ' '
/ / FENCE TO \ WOODED AREA w,
``�I \ �/ BE REMOVED '...'•'•'...'. •'•, ,.,'..:'• •:•'':',.I .:.'•,
r I _� / / SILT FENCE 4" FENCE TO BE RE G'."•'•'•'•.' '•,.'..'.'..•- r.''., ,•'• •.' ' `•'•'..' , '• •',.' , .,',',.,••,',.I
/ WDRF \ MOVED I
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ro � < . l �a�° o o oi' o� o n , � ASPHA DRIVE \ EP (#I 12)
,� \ / t / , y e Y DRIVE TO BE REMOVED 1
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� � } /,, / J I- LLx� d5 1 CONSTRUCT€ON < - // ___ - -- -- t
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CALL BEFORE YOU DIG!
WWW.NC811.ORG
N.C. ONE -CALL CENTER
IT'S THE LAW!
SWALE CALCULATIONS for Temporary Swale 2
Adventure Park
Greenville, NC
Swale 2 in temporary condition
Outlet Based an 10 year storm
Total watershed area Ac 1,61'
and T e
Rational C
CN
Acres
Area Im rvious
0.9
98
1.050
denuded with tem ora seedin
0.25
73
0.560
Total watershed area
1 610
om osite
0 6
Overland hanneliz d
H draulic Len th ft 63
Vertical Relief ft 030
Time of Concentration
L' Overland Channel€zed Total
r ii� Time (min) -- 5.50
128 Travel Factor
Rainfall Intensi = I = / h+T 8.0 in/hr
Peak Dischar e = -CIA 8 7 cfs
Ri ht S de Slo
Left Side Sloe
n=
Sio a
Channel Velocti
Flow De th
3•00
3.00
0,028
0,48%
3.55 S
0,32 ft
Tractive Force use temporary liner
Td= YDS Ib/sf 0.096 Jute Net Td= 0.45 lb/sf
SA B. W.LSON HEIRS - so' EASEMENT (D.B. M 43 PG. 384)
D,C, 97"- 169 "NON-PUBLIC EASEMENT" (U.S. 24 PG. 125) _ _
D.B. 293 PG, 292 FLOODWAY (PER NCFR/S --� L_:.:'.' I ,
P.N. 25421 WEBSITE - REF FEMA FIRM N/F
MAP 372o4ssaoax, HAPPY TRAIL FARMS, LLC
EFFECTIVE 71712014) D, B. 3447 316
II
A.N. 76226 ,•' ' ;';'::•:::'•'•:; : •'•'•:•:
.• ••' .'I
TOTAL LI M ITS O F 401 0 20' 40'
�I�I� fl>f�
DISTURBANCE = 6.99 AC
. SCALE 1 inch = 40 ft
GENERAL DEMOLITION NOTES
1. CONTACT NC ONE -CALL (1-800-632-4949) TO HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO EXCAVATING OR TRENCHING
2. PRE -CONSTRUCTION CONFERENCE MUST BE HELD WITH CITY OF GREENVILLE ENGINEERING DIVISION AND GREENVILLE UTILITIES
COMMISSION WATER RESOURCES CEPARTMENT PRIOR TO BEGINNING WORK
3. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURE PRIOR TO INITIATING ANY LAND DISTURBING ACTIVITIES, INCLUDING DEMOLIT€ON
4. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE PERMITS REQUIRED FOR DEMOLITION WORK
5. CONTRACTOR SHALL INNDEMNIFY AND HOLD HARMLESS THE OWNER AND/OR ENGINEER FOR ANY AND ALL INJURIES AND/OR DAMAGES TO
PERSONNEL, EQUIPMENT AND/OR EXISTING FACILITIES iN THE DEMOLITION AND CONSTRUCTION DESCRIBED IN THE PLANS AND
SPECIFICATIONS
6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING CONDITIONS PRIOR TO BIDDING QN
THE DEMOLITION WORK FOR THIS PROJECT, IF CONDITIONS ENCOUNTERED DURING EXAMINATION ARE SIGNIFICANTLY DIFFERENT THAN
THOSE SHOWN, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY.
7. ALL DEMOLITION WASTE AND CONSTRUCTION DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF IN A STATE -APPROVED
WASTE SITE AND IN ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMIT REQUIREMENTS.
8. THE BURNING OF CLEARED MATERIAL AND EBRIS SHALL NOT BE ALLOWED UNLESS CONTRACTOR GETS WRITTEN AUTHORIZATION FROM THE
LOCAL AUTHORITIES.
9. ASBESTOS AND/OR OTHER HAZARDOUS MATERIALS, IF FOUND ON SITE, SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIALS
CONTRACTOR. CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY IF HAZARDOUS MATERIALS ARE ENCOUNTERED.
10. CONTRACTOR SHALL PROTECT ALL CORNER PINS, MONUMENTS AND BENCHMARKS DURING DEMOLITION ACTIVITIES. IF DISTURBED,
CONTRACTOR SHALL HAVE DISTURBED ITEMS RESET BY A LICENSED SURVEYOR AT NO ADDITIONAL COST TO THE OWNER.
11. CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, FEDERAL, AND OSITYA REGULATIONS WHEN OPERATING DEMOLITION EQUIPMENT
AROUND UTILITIES.
12, CONTRACTOR SHALL PROTECT AT ALL TIMES ADJACENT STRUCTURES AND ITEMS FROM DAMAGE DUE TO DEMOLITION ACTIVITIES.
13. THE CONTRACTOR AND ALL SUB -CONTRACTORS SHALL TAKE ALL NECESSARY PRECAUTIONS TQ ENSURE THAT PAINTS, LIQUID WASTES,
DEMOLITION MATERIALS, CONCRETE AND SEDIMENT DO NOT ENTER STREAMS OR STORM DRAINS OR HAVE CONTACT WITH SURFACE
WATERS, WETLANDS OR BUFFERS. FAILURE TO DO SO WILL BE CONSIDERED A VIOLATION OF THE NPDES GENERAL PERMIT NCG010000 FOR
CONSTRUCTION ACTIVITIES AND MAY RESULT IN STATE OR FEDERAL CIVIL OR CRIMINAL PENALTIES.
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DATE:
AUGUST 7, 2020
DESIGNED BY: MJP
DRAWN BY: SBC
CHECKED BY: JDV
PROJECT No. 2017115.14
DRAWING No. W-3896
SCALE: AS NOTED
SHEET No
/l CAMPING PLATFORMS ADDED

NEW STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES,
DITCHES, SLOPES
7 DAYS
NONE
HIGH QUALITY WATER
7 DAYS
NONE
(HOW) ZONES
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
� . SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN
LENGTH
® ALL OTHER AREAS WITH SLOPES
14 DAYS
NONE EXCEPT FOR PERIMETER AND HOW
FLATTER THAN 4:1
ZONES
CONSTRUCTION SEQUENCE
THIS PROJECT CONSISTS OF CONSTRUCTING A GRAVEL PARKING LOT & DRIVEWAYS, STORMWATER MEASURES,
KAYAK LAUNCH, AND ADA ACCESSIBLE SIDWALKS,
CONTRACTOR MUST SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE EROSION CONTROL OFFICER PRIOR
TO INITIATING LAND DISTURBING ACTIVITIES.
1. CONSTRUCTION & IMPLEMENTATION OF ALL EROSION
& SEDIMENTATION CONTROL MEASURES 1 WEEK
2. ROUGH GRADING 6 WEEKS
3. PLACEMENT OF STONE BASE 2 WEEKS
4, BUILDING CONSTRUCTION 8 MONTHS
5. FINE GRADING AND PAVING 2 WEEKS
6. LANDSCAPING, IRRIGATION, SEEDING, MULCHING 2 WEEKS
SINCE SOME ITEMS WILL BE PERFORMED CONCURRENTLY, AN ANTICIPATED COMPLETION TIME OF ONE (8)
MONTHS IS EXPECTED FOR THIS PROJECT.
PHASE 1 - CLEARING AND GRUBBING
1. OBTAIN PLAN APPROVALS AND ALL APPLICABLE PERMITS
2. FLAG LIMIT OF ROUGH GRADING FOR BUILDING SITE & PARKING LOTS AND ESTABLISH GRADE LIMITS AS
NEEDED,
3. CONTRACTOR MUST SCHEDULE A PRE -CONSTRUCTION CONFERENCE WITH THE EROSION CONTROL
OFFICER TO INITIATE LAND -DISTURBING ACTIVITY.
4. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
5. INSTALL THE PERIMETER SEDIMENT FENCES AS THE FIRST CONSTRUCTION ACTIVITY
6. CLEAR ENOUGH TO INSTALL SILT FENCE, TEMPORARY SEDIMENT BASIN, AND DIVERSION SWALES
7. INSTALL AND STABILIZE TEMPORARY SEDIMENT BASIN AND DIVERSION SWALES
8, BEGIN CLEARING AND GRUBBING. STRIP SITE OF TOPSOIL AND STOCKPILE IN THE DESIGNATED AREA
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
CONSTRUCTION SPECIFICATIONS:
1) CLEAR THE ENTRANCE AND EXITAREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT.
2) PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT.
3) PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.
4) USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
MAINTENANCE:
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC
TOPDRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANYSTRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY
REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
NOTES
1.
PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
TRUCKS.
2.
LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION BYALL
CONSTRUCTION VEHICLES.
3.
MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
4.
ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE CLEANED
UP IMMEDIATELY.
5.
si
LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
9 r 6.
NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO BE
O,y
DETERMINED BY THE ENGINEER.
F 7.
USE CLASS "A" STONE OR OTHER COARSE AGGREGATE APPROVED
BY THE ENGINEER.
8. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT
VEHICLES FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING
PROJECT SITE
NOTE: PLACE FILTRATION GEOTEXTILE BENEATH STONE
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
N.T.S.
W-SPEC-6
EROSION CONTROL NOTES
1. ALL WORK WILL BE DONE IN ACCORDANCE WITH THE NC DEO LQS EROSION CONTROL ORDINANCE. NO LAND DISTURBING ACTIVITY,
BEYOND THAT REQUIRED TO INSTALL THE APPROPRIATE EROSION CONTROL MEASURES, MAY PROCEED UNTIL MEASURES ARE INSPECTED
AND APPROVED BY THE NC DEQ LOS. CALL [phone] TO SCHEDULE AN INSPECTION.
2. PRIOR TO CLEARING OPERATIONS, SILT FENCE FOR PHASE 1 SHALL BE INSTALLED AS SHOWN ON THE CONSTRUCTION DRAWINGS.
3. ROCK INLET SEDIMENT TRAPS SHALL BE PLACED AROUND ALL DRAINAGE STRUCTURES TO COLLECT SURFACE RUNOFF AND CONTROL
SILTATION AND RELEASE WATER AT A GRADUAL RATE. ALL EASEMENTS OUTSIDE OF THE PARKING LOW WHERE STORM PIPES ARE
INSTALLED WILL BE GRADED, SEEDED, AND MULCHED.
4. PARKING LOTS SHALL HAVE STONE BASE PLACED ON THEM FOR STABILIZATION AND SHOULDERS SHALL BE SEEDED TO STABILIZE THE
SOIL. SEED BED PREPARATION SHALL BE CONDUCTED ACCORDING TO NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES (D.O.T.). THE GROUND SURFACE SHALL BE CLEARED OF STUMPS, STONES, ROOTS,
CABLES, WIRE, GRADE STAKES, AND OTHER MATERIALS THAT MIGHT HINDER PROPER GRADING, TILLAGE, SEEDING OR SUBSEQUENT
MAINTENANCE OPERATIONS, GRADES ON THE AREA TO BE SEEDED SHALL BE MAINTAINED IN A TRUE AND EVEN CONDITION.
MAINTENANCE SHALL INCLUDE ANY NECESSARY REPAIRS TO PREVIOUSLY GRADED AREAS. ALL GRADED AREAS SHALL BE THOROUGHLY
TILLED TO A DEPTH OF AT LEAST FOUR (4) INCHES BY PLOWING, DISKING, HARROWING, OR OTHER APPROVED METHODS UNTIL THE
CONDITION OF THE SOIL IS ACCEPTABLE. ON SITES WHERE SOIL CONDITIONS ARE SUCH THAT HIGH CLAY CONTENT AND EXCESSIVE
COMPACTION CAUSE DIFFICULTY IN GETTING CLODS AND LUMPS EFFECTIVELY PULVERIZED, THE CONTRACTOR SHALL USE THE ROTARY
TILLAGE MACHINERY UNTIL THE MIXING OF THE SOIL IS ACCEPTABLE AND NO CLODS OR CLUMPS REMAIN LARGER THAN 1 1/2 INCHES IN
DIAMETER. A FIRM AND COMPACT SEEDBED IS REQUIRED AND AFTER BEING GRADED, THE SEEDBED SHALL BE LIGHTLY COMPACTED WITH
A LAND ROLLER, SUCH AS A CULTIPACKER, BEFORE AND AFTER SEEDING. LIMESTONE SHALL BE DOLOMITIC AGRICULTURE GROUND
LIMESTONE CONTAINING NOT LESS THAN 10 PERCENT MAGNESIUM OXIDE. LIME SHALL BE UNIFORMLY APPLIED AT THE RATE OF 2 TONS
PER ACRE.
FERTILIZER SHALL BE UNIFORMLY APPLIED AT A RATE OF 500 POUNDS PER ACRE OF 10-20-20 ANALYSIS. THE FERTILIZER SHALL BE
INCORPORATED INTO THE UPPER THREE OR FOUR INCHES OF PREPARED SEEDBED JUST PRIOR TO THE LAST TILLAGE OPERATION, BUT IN
NO CASE SHALL IT BE APPLIED MORE THAN THREE DAYS PRIOR TO SEEDING. FERTILIZER SHALL BE USED IMMEDIATELY AFTER DELIVERY
OR STORED IN A MANNER THAT WILL NOT PERMIT IT TO HARDEN OR DESTROY ITS EFFECTIVENESS.
WHEN HYDROSEEDING EQUIPMENT IS USED FOR SEEDING, FERTILIZER SHALL BE APPLIED SIMULTANEOUSLY WITH SEED, USING THE
ABOVE RATES OF APPLICATION. SEED SHALL BE CERTIFIED SEED BASED ON NORTH CAROLINA SEED IMPROVEMENT ASSOCIATION
REQUIREMENTS FOR CERTIFICATION. ALL SEED SHALL BE FURNISHED IN SEALED STANDARD CONTAINERS. SEED THAT HAS BECOME WET,
MOLDY, OR OTHERWISE DAMAGED PRIOR TO SEEDING WILL NOT BE ACCEPTABLE. SEEDING SHALL BE ACCOMPLISHED WITH HAND
PLANTERS, POWER -DRAWN PLANTERS, HAND PACKERS, OR HYDROSEEDING EQUIPMENT AT THE FOLLOWING RATES:
SEED BED PREPARATION:
LIME
FERTILIZER (10-20-20)
SEEDING MIXTURE
(JANUARY 1 - MARCH 31)
COMMON BERMUDAGRASS (UNHULLED)
RYE (GRAIN)
(APRIL 1 - JULY 31)
COMMON BERMUDAGRASS (HULLED)
WEEPING LOVEGRASS
CENTIPEDE
(AUGUST 1 - DECEMBER 31)
COMMON BERMUDAGRASS (UNHULLED)
TALL FESCUE
RYE (GRAIN)
SEED BED PROTECTION:
STRAW MULCH
ASPHALT TACK
2 TONS PER ACRE
500 POUNDS PER ACRE
20 POUNDS PER ACRE
- 25 POUNDS PER ACRE
- 15 POUNDS PER ACRE
-5 POUNDS PER ACRE
-8 POUNDS PER ACRE
20 POUNDS PER CARE
60 POUNDS PER ACRE
25 POUNDS PER ACRE
2 TONS PER ACRE (VISUAL)
0,03 GALLONS PER SQUARE YARD
5, TEMPORARY SEEDING WILL BE DONE IN THOSE AREAS THAT ARE BARE AND NO WORK DONE FOR MORE THAN 15 DAYS BUT IN NO CASE
SHALL THE AREA BE LEFT UNATTENDED FOR MORE THAN 120 DAYS.
6. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE INSPECTED BY THE CONTRACTOR AFTER EACH RAINFALL. WHEN
INSPECTION REVEALS THE TRAP TO BE REDUCED TO 50% OF DESIGN CAPACITY OR THE DEVICE TO BE DEFICIENT IN ITS INTENDED
PURPOSE SUCH AS FABRIC DETERIORATION FOR SILT FENCES THE CONTRACTOR SHALL RESTORE THE DEVICE TO ITS ORIGINAL
CONDITION.
7. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL REMAIN IN PLACE AND BE MAINTAINED BY THE CONTRACTOR UNTIL ALL
SEEDING IS ESTABLISHED AND CONSTRUCTION AREAS HAVE BEEN STABILIZED.
8, TEMPORARY SEEDING - SEED IN ACCORDANCE WITH SOIL CONSERVATION SERVICE RECOMMENDATIONS WITH REGARD TO SEED TYPE,
RATE OF APPLICATION, FERTILIZER, ETC.
9. SILT FENCE TO BE REMOVED UPON STABILIZATION, WHEN ADEQUATE VEGETATION HAS OCCURRED (* 80%).
10. NO PERSON MAY INITIATE A LAND DISTURBING ACTIVITY BEFORE NOTIFYING THE NC DEQ LQS OF THE DATE THAT THE LAND DISTURBING
ACTIVITY WILL BEGIN.
11. NO LAND DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INSTALL APPROPRIATE EROSION CONTROL MAY PROCEED UNTIL EROSION
CONTROL MEASURES ARE INSPECTED AND APPROVED BY THE CITY.
12. SCHEDULING OF A PRE -CONSTRUCTION CONFERENCE WITH THE EROSION CONTROL INSPECTOR MAY BE REQUIRED PRIOR TO INITIATING
LAND DISTURBING ACTIVITIES. FOR INSPECTION CALL [phone]. 24 HOUR NOTICE IS REQUIRED.
13. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION FOR ALL EXPOSED SLOPES
WITHIN 7 DAYS OF COMPLETION OF ANY PHASE OF GRADING ON PERIMETER AREAS AND SLOPES STEEPER THAN 3:1. ALL OTHER AREAS
SHALL BE STABILIZED WITHIN 14 DAYS.
14. CONTRACTOR SHALL INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH 0.5" OF RAIN IN A 24
HOUR PERIOD. FAILURE TO KEEP ALL EROSION CONTROL DEVICES IN PROPER WORKING ORDER MAY RESULT IN A STOP WORK ORDER OR
CIVIL PENALTIES UP TO $5000.00 PER DAY OF VIOLATION.
15. THE CITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL MEASURES SHOULD THE PLAN OR ITS
IMPLEMENTATION PROVE TO BE INADEQUATE.
16. ACCEPTANCE AND APPROVAL OF THIS PLAN IS CONDITIONED UPON YOUR COMPLIANCE WITH FEDERAL AND STATE WATER QUALITY LAWS,
REGULATION AND RULES. IN ADDITION, LOCAL CITY AND COUNTY ORDINANCES OR RULES MAY ALSO APPLY TO THIS LAND DISTURBING
ACTIVITY, THIS APPROVAL DOES NOT SUPERSEDE ANY OTHER PERMIT OR APPROVAL.
17. PROVIDE 20' X 50' X 6" STONE CONSTRUCTION ENTRANCES AS SHOWN ON PLAN.
1 & PLEASE BE ADVISED OF THE RULES TO PROTECT AND MAINTAIN EXISTING BUFFERS ALONG WATERCOURSES IN THE NEUSE AND
TAR-PAMLICO RIVER BASINS. THESE RULES ARE ENFORCED BY THE DIVISION OF WATER QUALITY (DWQ). DIRECT ANY QUESTIONS ABOUT
THE APPLICABILITY OF THESE RULES TO YOUR PROJECT TO THE REGIONAL WATER QUALITY SUPERVISOR, WASHINGTON REGIONAL OFFICE
AT [phone].
NG
NOTES:
1) USE STANDARD STRENGTH FABRIC
WITH 8' POST SPACING & WIRE
FENCING WHERE REINFORCED SILT
FENCE IS REQUIRED,
2) USE 6' POST SPACING AND NO WIRE
FENCING WITH EXTRA STRENGTH
FABRIC.
3)WIRE FENCING TO BE 32" WITH 6 LINE
WIRES & STAY WIRES ON 12" CENTERS
(BOTTOM & TOP WIRES -10 GA.,
INTERMEDIATE WIRES -12.5 GA.)
VARIABLE AS DIRECTED BY ENGINEER
(8' WITH WIRE FENCING - 6' WITHOUT FENCE)
WIRE FENCING
STEEL POST
WIRE FABRIC & UV RESISTANT
GEOTEXTILE FABRIC
N i,
TAMPED S40e
BACKFILL
EXTRA
STRENGTH
FABRIC
NG T
T
24"
GROUND LINE
SILT FENCE BURY FABRIC 8" DEEP WITH 4" TURNOUT -
MAINTENANCE:
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL, MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER
THE CONTRIBUTING DRAINAGEAREA HAS BEEN PROPERLY STABILIZED.
4 STANDARD SILT FENCE
N.T.S.
X-#
COMPACTED SOIL
(SEED IMMEDIATELY
AFTER CONSTRUCTION) 2' MIN
1 3 I 3
1 18" N 1 r
6' MIN
�1 TEMPORARY DIVERSION DITCH
N.T.S.
X-#
TEMPORARY DIVERSIONS
EXISTING GROUND
(SEED IMMEDIATELY
AFTER CONSTRUCTION)
FLOW
CONSTRUCTION SPECIFICATIONS:
1) REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONABLE MATERIAL.
2) ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN REQUIREMENTS.
3) ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT.
4) PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGARDING AND CLEANOUT.
5) VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS /T WILL REMAIN IN PLACE LESS THAN 30 WORKING DAYS.
MAINTENANCE:
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW
AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA
PROTECTED IS PERMANENTLYSTABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL
AND APPROPRIATELY STABILIZE IT.
NOTES:
1) SEDIMENT CONTROL STONE SHALL BE # 5 OR # 57 WASHED STONE.
2) WIRE MESH SHALL BE HARDWARE CLOTH, 19 GUAGE (MIN) & SHALL
HAVE 4 "MESH OPENINGS.
3) TOP OF WIRE MESH SHALL BE MINIMUM OF 1' BELOW THE
SHOULDER OR ANY DIVERSION POINT.
4) PLACE A 2-FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR
ANCHORING.
5) THE SELF -FASTENER ANGLE STEEL TYPE POST SHALL BE 5' IN HEIGHT
& INSTALLED 2' DEEP (MIN).
WIRE MESH MAXIMUM POST
SPACING 4' % SEDIMENT
/[ 1 CONTROL
1' , STONE
2' ':1,
16"
Ll 4- u
* 2'
AVERAGE BOX -� 18"
DIMENSION
VARIABLE FILTERED
WATER
SECTION A -A
MULTI -DIRECTIONAL FLOW
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
A
2 ROCK INLET SEDIMENT TRAP
N.T.S.
X-#
PLAN
FILTER OF 1 " DIA.
WASHED STONE
3 FILTER FABRIC
ON GROUND
A
BURY 6" OF UPPER EDGE
BURY WIRE FENCE AND OF FILTER FABRIC IN TRENCH
HARDWARE CLOTH I
TOP OF SILT FENCE
4' MIN. MUST BE AT LEAST
I -- 1'ABOVE THE TOP OF
SILT FENCE THE WASHED STONE
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DATE:
AUGUST 7, 2020
DESIGNED BY:
MJP
DRAWN BY:
SBC
CHECKED BY:
JDV
PROJECT No.
20171 15.14
DRAWING No.
W-3896
SCALE:
AS NOTED
1 SILT FENCE OUTLET
N.T.S.
EC-1A
SHEET No
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CITY OF GREENVILLE PLANTING NOTES:
1. SITE DATA:
LAND AREA FOR VEGETATION REQUIREMENTS - 6.99 AC
ZONING: CH -HEAVY COMMERCIAL
A. REQUIRED VEGETATION: THE EXISTING SITE IS WOOED. TREE REQUIREMENTS ARE SATISFIED BY EXISTING TREES THAT WILL REMAIN.
LARGE TREES (5 /AC) 6.99 x 5 = 35 35 REQ. / 35+ EXISTING
SMALL TREES (10 /AC 6.99 x 10 = 70 70 REQ. / 70+ EXISTING
SHRUBS (25 /AC) 6.99 x 25 = 175 175 REQ. / 175+ EXISTING
B. REQUIRED STREET VEGETATION (2 LARGE TREE / 100 LF): STREET TREE REQUIREMENTS ARE SATISFIED BY EXISTING TREES THAT WILL REMAIN.
NE. GREENVILLE BLVD. 3860 LF 77 REQ. / 77+ EXISTING
OLD PACTOLUS RD. 60 LF 1 REQ. / 1 + EXISTING
C. REQUIRED BUFFERYARD VEGETATION: THIS PROJECT ONLY IMPACTS APPROXIMATELY 550 LF OF BUFFERYARD, LOCATED ON THE EASTERN
PROPERTY LINE AND IS LIMITED TO THE LIMITS OF DISTURBANCE.
1 O' BUFFERYARD "C": 3 LARGE EG TREES, 4 SMALL EG TREES & 16 EG SHRUBS) PER 100 LINEAR FEET
NORTH PROPERTY LINES: 550 LF TOTAL / 100 5.5 -- 6
LARGE EG TREES 6 x 3 = 18 REQ.
SMALL EG TREES 6 x 4 = 24 REQ.
EG SHRUBS 6 x 16 = 96 REQ.
2. NOTES
A. MINIMUM PLANT SIZES SHALL BE IN ACCORDANCE WITH THE ZONING REGULATIONS AS FOLLOWS:
PLANTING MATERIAL TYPE MINIMUM PLANTING SIZE
LARGE TREE
SINGLE STEM 10` (HEIGHT) AND 2" CALIPER
MULTI -STEM CLUMP 10' (HEIGHT)
SMALL TREE 8' (HEIGHT) AND 1-112" CALIPER
SHRUB 18" (HEIGHT), EXCEPT AS PROVIDED UNDER §9-4-267(A)
LEGEND: PLANTING SCHEDULE:
B. ALL REQUIRED PLANT MATERIAL (LARGE TREES, SMALL TREES ANDSHRUBS) LOCATED IN A SCREENING BUFFERYARD (C, D, E & F) SHALL BE1. '....I'
EVERGREEN, EXCEPT WHERE A FENCE, EVERGREEN HEDGE OR BERM OPTION IS UTILIZED, THAN 25% OF REQUIRED PLANT MATERIAL MAY BE I:'.: ;'.'.'. ;';','.'. ; _ ':;•;','.':. ;'; .'• .'.'.'-"-%' ...'I I
1. DECIDUOUS PER SEC. 9-4-266(A)(2)(f)• 1.... •;•,'.':.;•;.......';......;•;•:'.:...•;.:.:.............::•......';.;......;';......�I
TOE
C. EXISTING VEGETATION TO BE VERIFIED AT TIME OF INSPECTION. I,'.'.' ' ' ' " : ' ' : '..•:- • • ' . ...-:'; ..•:• _.....;::.. .
D. EXISTING SUBSTITUTE VEGETATION MATERIALS HAVE BEEN NOTED INCLUDING THEIR SPECIFIC LOCATION(S) AND ACREAGE.
E. EXISTING SUBSTITUTE MATERIAL SHALL BE PROTECTED FROM SITE DEVELOPMENT ACTIVITIES IN ACCORDANCE WITH 9-4-2 F . IF'.':'' :'' I
-'; 1
APPLICABLE] 11*�,.,�'.'�'.'�'�'�-','-��'�',�.�.I.....�'........�.
'... '......:...:... a•:,..:., •"......� .....,� ....1 .
F. NO PORTION OF ANY PARKING AREA, INCLUDING ANY DRIVEWAY, PARKING SPACE, DRIVE ISLE, OR TURNING AREA, SHALL BE LOCATED MORE I'.
:'�
THAN THIRTY (30) FEET FROM AN ON -SITE SMALL TREE OR MORE THAN SEVENTY-FIVE (75) FEET FROM AN ON -SITE LARGE TREE. FOR
I
1 PURPOSES OF THIS SECTION, THE MEASUREMENT SHALL BE FROM THE FARTHEST EDGE OF THE SUBJECT AREA TO THE CENTER OF THE BASE 1..-`_�_�_.-,,_'�_-'_..,.�
;':':':' ':'•::':'.� ,;•;':-.:•:';- :.' •;":':' '. ;':':'•:':•.':'.;•;;'::....,1OF THE CLOSEST QUALIFYING TREE. '.-.'' '. '.---%,-,:':.'.'.'.','.'.....,'........'.......:'.',.-;•.'.'...,...'.. ;i
G. SITE PLAN APPROVAL FROM THE RESPECTIVE EASEMENT HOLDER SHALL BE CONSTRUED AS APPROVAL OF ALL NOTED ENCROACHMENT AS r'' ':'-'' ' :..':'•'• '-...'''' •'••'.'- .'. I
S
.... •,�.',...•'''
SHOWN ON THIS PLAN. , , . "�
H. THE FOLLOWING VEGETATION MATERIALS, AS LISTED BY COMMON NAME, SHALL CONSTITUTE NOT MORE THAN TWENTY FIVE (25) PERCENT OF :':':;' ':'. ' ; .'.'. : �' •''.':'. •'-
TOTAL REQUIREMENT FOR THE SPECIFIC CATEGORY: r', .... , .. • .... -. " .. ....
:; ":.
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SMALL TREE CATEGORY ..y..... •, • �I
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ARISTOCRAT PEAR, BRADFORD PEAR, CAPITOL PEAR, AND CLEVELAND SELECT PEAR / p;•,..'.' •', .'. ,,'.'•'•::'..' :', ... , ' ... •1.
.
EVERGREEN SHRUB CATEGORY ,' I'- /� '.. • . �,, , ... , ....'......'.'.'
RED TIP PHOTINIA
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I. AL , L GARBAGE/TRASH CONTAINERS, RECYCLING CENTERS OR COMPACTORS SHALL BE ENCLOSED ON THREE {3) SIDES IN ACCORDANCE WITH % : , :'.'• .':'.'•'•:•.'.'.
§9 4 268(H). PRIMITIVE TRA[L DDED I'. ' /'.......... ' ......, ..... II
i. / 1 '
J. ALL PARKING AREAS SHALL BE SCREENED IN ACCORDANCE WITH §9-4-268(L)(9) OF THE CITY CODE. VEGETATION MATERIALS SHALL BE o ­�
/r ...: • .':'.'• ; :. :..•; ;':'.,..•; ; �;', .
EVERGREEN. 11�/ / '/ , - .'.' . ::�I
K. A MINIMUM OF 3 FT. CLEARANCE MUST BE MAINTAINED AROUND ALL FIRE HYDRANTS IN ACCORDANCE WITH STATE FIRE CODE. / PROPOSED6 WIDE' '
/ PRIMITIVE TRAIL
L. NO LARGE TREES TO BE PLANTED WITHIN GUC WATER OR SEWER OR ANY OTHER UTILITY EASEMENTS. ' ! �' ' . ; ::' '-'':':o.' '•'•......\-:'•''� I _
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ROSA B. WILSON HEIRS
D. C. 97-169
D. B. 293 PG. 292
P.N. 25427
LAKE SOUNDINGSN 811812020 t ', g10`1 ( {{ r ■
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(OLD PACTOLUS RD) APPROXIMATELY 930' NORTHEAST _ , :- ..'
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IVEBSITE - (REF. FEMA FIRM
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MAP 3720468800K,
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SITE DATA: SEE COVER SHEET C1
GENERAL NOTES:
7. CONTACT NORTH CAROLINA ONE -CALL CENTER, INC. (NC-877) TO HAVE ALL UNDERGROUND UTILITIES
LOCATED PRIOR TO EXCAVATING OR TRENCHING.
2. ALL UTILITIES TO BE PROVIDED BY OTHERS
3. ALL REQUIRED IMPROVEMENTS SHALL COMPLY WITH THE CITY OF GREENVILLE MANUAL OF STANDARD
DESIGNS AND DETAILS AND THE MANUAL FOR THE DESIGN AND CONSTRUCTION OF WATER AND
WASTEWATER SYSTEM EXTENSIONS FOR GREENVILLE UTILITIES COMMISSION.
4. PROPERTY IS LOCATED IN A ZONE 'AE' - FLOODWAY (AREA DETERMINED TO BE INSIDE REGULATORY
FLOODAY) AS IDENTIFIED BY FEMA FLOOD INSURANCE RATE MAP 3720468800K, EFFECTIVE DULY 7, 2074.
5. REFUSE COLLECTION SHALL BE PROVIDED BY THE CITY OF GREENVILLE
6. NO BUILDINGS, STRUCTURES OR OTHER IMPROVEMENTS, MATERIALS AND SURFACES, INCLUDING BUT NOT
LIMITED TO PRINCIPLE AND ACCESSORY STRUCTURES AND ADDITIONS AND APPURTENANCES THERETO,
SIGNAGE, FENCES, WALLS, MECHANICAL EQUIPMENT, CANOPIES, ANTENNAS, MASTS, DEBRIS, SOLID WASTE
COLLECTION CONTAINERS, MAIL RECEPTACLES AND IMPERVIOUS SURFACES SHALL ENCROACH WITHIN ANY
DEDICATED EASEMENT WITHOUT PRIOR APPROVAL OF GREENVILLE UTILITIES.
7. ALL DIMENSIONS ARE TO EDGE OF GRAVEL, UNLESS OTHERWISE NOTED.
8. ALL RADII ARE 4' UNLESS OTHERWISE NOTED (U.O.N.).
9. ANY PUBLIC INFRASTRUCTURE DAMAGED DURING THE COURSE OF CONSTRUCTION WILL BE REPAIRED AT
THE EXPENSE OF THE CONTRACTOR AND/OR OWNER,
10. SIGNAGE SHALL BE PER ARTICLE °N", GREENVILLE CITY CODE
11. 8" CONCRETE, 4000 PSI W/ 6 GUAGE WIRE MESH FABRIC AT BOTH DUMPSTER LOCATIONS
72. RECOMBINATION PLAT REQUIRED TO COMBINE PARCEL 26467AND 07037 INTO A SINGLE PARCEL.
73. EXISTING TREES THAT ARE PROTECTED WILL COUNT FOR MINIMUM VEGETATION REQUIREMENTS.
74. ALI
GNMENT FOR PR
OPOSED 6WIDE PRIMITIVE TRAIL PROVIDED BY CITY OF GREENVILLE (GPS DATA).
75. EXISTING TREES ALONG OLD PACTOLUS ROAD (SR 7534) AND US 264 / NC 33 WILL BE PROTECTED. TREE
REMOVAL IS LIMITED TO THE 6,99 ACRES OF DISTURBED AREA (SEE LIMITS OF DISTURBANCE SHEET C4).
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DATE:
AUGUST 7, 2020
DESIGNED BY:
MJp
DRAWN BY:
SBC
CHECKED BY:
JDV
PROJECT No.
2017115.14
DRAWING No.
W-3896
SCALE:
AS NOTED
CALL BEFORE YOU DIG!
WWW.NC811.ORG
N.C. ONE -CALL CENTER
IT'S THE LAW!
INSET W
Al CAMPING PLATFORMS ADDED
SHEET No.
c7

TYPICAL CC
FLARED END
3 x PIPE DIA
TYPICAL ENERGY DISSIPAI
WITH RIPRAP
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FES OUTLET
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WWW.NC811.ORG
N.C. ONE -CALL CENTER
ITS THE LAW!
N/F
ROSA B. WILSON HEIRS
D. C. 97-169
D. B. 293 PG. 292
P. N. 25421
CLASS "A"3000 A
PSI CONCRETE
FOOTING
STANDARD DROP INLET
N.T.S.
x-=
LAKE SOUNDINGS COLLECTED
ON 811812020
4.3
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CONCRETE DOCK
ABUTMENT
I U MA I UN tAIZ5 I INU LUL;A I IUN.
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DESIGNED BY:
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DRAWN BY:
SBC
CHECKED BY:
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PROJECT No.
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DATE:
AUGUST 7, 2020
DESIGNED BY: MJP
i
DRAWN BY: SEIC
-- CHECKED BY: JDV
i
PROJECT No. 2017115.14
DRAWING No. W-3896
55 60 SCALE: AS NOTED
SHEET No.
SCALE: 1" = 5' VERTICAL
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60' EASEMENT (D.B. M 43 PG. 384) E,,;;:;
DESIGNED BY: MJP
- N F "NON-PUBLIC EASEMENT" M.B. 24 PG. 125)
ROSA H >' DRAWN BY:
WILSON HEIRS SBC
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D.B. 293 P N F l:'.c.i:`<..;`::`•'c:.` ii CHECKED BY: JDV
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0
P.N. 25427 HAPPY TRAIL FARMS, LLC
PROJECT
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2017115.14
D. B 3447 3 16 :'
P.N. 76226
DRAWING No. VV-3896
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SCALE: AS NOTED
100' 0 50' 100' SHEET No.
CALL BEFORE YOU DIG!
WWw.CALLCE G SCALE 1 inch = 100 ft CIO
N.C. ONE -CALL CENTER
ITS THE LAW!

M
WID TH VARIES
SEE PLANS
4" THICK CONCRETE
20�
(MAX. CROSS SLOPE) 66.
.. .....,
COMPACTED SUBGRADE
1 \`\/\ \\"
CURB & GUTTER
10 CONCRETE SIDEWALK
N.T.S.
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1-1/2" O.D. X 0.065" -
STAINLESS STEEL PIPE
r PROVIDE SMOOTH TOOLED FINISH
BOTH SIDES OF CONTROL JOINT
* 114" PER FOOT AND AT PERIMETERS
MAX. CROSS SLOPE Y4 " FINE BROOM FINISH
PERPENDICULAR TO
i t PATH OF TRAVEL
PORTLAND CEMENT
CONCRETE SIDEWALK
TYP. SIDEWALK CONTROL JOINT
NTS
NOTE: SEE NOTES ON CONCRETE STEPS
& RAMP W/ HANDRAILS DETAIL, THIS
SHEET, FOR FURTHER DIRECTION (TYP.)
2" WIDE BLACK PAINTED BAND @ LEADING EDGE OF
`^ TREADS & LANDINGS (FULL WIDTH, TYP.)
#5 DOWEL, 12" LONG COATED W/ NON -BINDING
�j AGENT ON ONE SIDE (TYP,)
1/2"PRE-FORMED BITUMINOUS
EXPANSION JOINT (TYP.)
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#3 BAR CONTINUOUS @ NOSING, 41 I
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CURB
SECTION A —A
BUFFER FENCE
PLAN VIEW
NOTES:
1. Container pad must be flush with parking lot pavement.
#4 REBAR @ 32" O.C. CONTINUOUS (TYP.)
SUBGRADE COMPACTED TO 98% STD. PROCTOR
CONCRETE STAIR
N.T.S.
UJ/1Uflull — 11:0/:34 AM
MAY BE REPLACED WITH
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CONCRETE
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1/2- FIBER EXPANSION
COMPACTED JOINT MATERIAL
SUBGRADE SECTION A —A
0 GR< PUBLIC WORKS DEPARTMENT 1 SQfI Beatty Street O I TY OF G R E E N V I L L E� N. C.
Greenville, North Carolina 27834 USE WITH THE CITY OF GREENVILLE, N.C. STANDARD SPECIFICATIONS ONLY
DUMPSTER PAD DETAIL
1W C
www.greenvllenc.gov No.Date
Scale Sheet#: I Detail#
not to scale -1 of 1 415.01
PROVIDE SMOOTH TOOLED FINISH
BOTH SIDES OF CONTROL JOINT
a"PER FOOT
AND AT PERIMETERS
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MAX. CROSS SLOPE
FINE BROOM FINISH
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BASE AS �- (2) #4 BARS THRU WHEEL STOP &
SPECIFIED PAVEMENT MINIMUM 18"
LONG ON CONCRETE PAVEMENT.
USE EPDXY BONDING AGENT.
� CONCRETE WHEEL STOP
N.T.S.
NOTES:
1) MINIMUM 3,000 PSI.
2) REINFORCING STEEL PER ASTM A615, GRADE 60.
3) ATI ACHMENT PINS REQUIRE 7" EMBEDMENT.
ATTACHMENT PIN
#4 x 12' LONG
GRADE 60 REBAR (TYP)
ISOMETRIC VIEW
4"
(MINIMUM) 3 5"
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ELEVATION
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SEE PLAN
— 4 "/ FT SLOPE AWAY FROM R/W LINE
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SECTION
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PLAN
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MAX 5' SPACI NG
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NOTES: '. F<2
T.1. CONSTRUCT THE WALKING SURFACE OF THE DETECTABLE DOMES WITH SLIP RESISTANCE AND A 70%-,00
�''� •O �`�`
CONTRASTING COLOR TO THE SIDEWALK. ','i,��FWti
2. CROSSWALK WIDTHS AND CONFIGURATIONS VARY, BUT MUST CONFORM TO TRAFFIC DESIGN STANDARDS.
3. PROVIDE WHEELCHAIR RAMPS AT LOCATIONS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.
LOCATE WHEELCHAIR RAMPS AS DIRECTED BY THE ENGINEER WHERE EXISTING LIGHT POLES, FIRE HYDRANTS,
DROP INLETS, ETC. AFFECT PLACEMENT. WHERE TWO RAMPS ARE INSTALLED, PLACE NOT LESS THAN TWO
FEET OF FULL HEIGHT CURB BETWEEN THE RAMPS. PLACE DUAL RAMPS AS NEAR PERPENDICULAR TO THE
TRAVEL LANE BEING CROSSED AS POSSIBLE.
4. DO NOT EXCEED 0.08 (12:1) SLOPE ON THE WHEELCHAIR RAMP 1N RELATIONSHIP TO THE GRADE OF THE
STREET.
5. CONSTRUCT WHEELCHAIR RAMPS 40" (3'- 4') OR GREATER FOR DUAL RAMPS.
6, USE CLASS "B" CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH, NON-SKID TYPE SURFACE. REVISIONS:
7. PLACE A 1/2" EXPANSION JOINT WHERE THE CONCRETE WHEELCHAIR RAMP JOINS THE CURB AND AS SHOWN
ON STD. DWG. 848.01.
8. PLACE THE INSIDE PEDESTRIAN CROSSWALK LINES IN THE INTERSECTION BY BISECTING THE INTERSECTION 2 m
RADII WITH ALLOWANCE OF A 4' CLEAR ZONE IN THE VEHICULAR TRAVEL WAY WHEN ONE RAMP IS
INSTALLED. N
9. COORDINATE THE CURB CUT AND THE PEDESTRIAN CROSSWALK LINES SO THE FLOOR OF THE WHEELCHAIR N Q
RAMP WILL FALL WITHIN THE PEDESTRIAN CROSSWALK LINES. PLACE DIAGONAL RAMPS WITH FLARED SIDES Q
SO 24" OF FULL HEIGHT CURB FALLS WITHIN THE CROSSWALK MARKINGS ON EACH SIDE OF THE FLARES. rn
10. CONSTRUCT THE PEDESTRIAN CROSSWALK WITH A MINIMUM WIDTH OF SIX FEET. A CROSSWALK WIDTH OF
TEN FEET OR GREATER IS DESIRABLE.
11. USE STOP LINES, NORMALLY PERPENDICULAR TO THE LANE LINES WHERE IT IS IMPORTANT TO INDICATE THE
POINT BEHIND WHICH VEHICLES ARE REQUIRED TO STOP IN COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN
OR OTHER LEGAL REQUIREMENT, AN UNUSUAL APPROACH SKEW MAY REQUIRE THE PLACEMENT OF THE
STOP LINE TO BE PARALLEL TO THE INTERSECTING ROADWAY.
12. PLACE ALL PAVEMENT MARKINGS IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD), PUBLISHED BY THE FEDERAL HIGHWAYADMINISTRATION AND THE
NORTH CAROLINA SUPPLEMENT TO THE MUTCD.
13. OTHER DETECTABLE WARNING MATERIALS MAYBE CONSIDERED FROM THAT SHOWN, BUT REQUIRE CITY z
ENGINEER'S WRITTEN APPROVAL PRIOR TO INSTALLATION. O
14. FOR ALL ROADS WITH RADII 25' OR LESS, ONLY ONE WHEELCHAIR RAMP IS REQUIRED. WHEELCHAIR RAMPS
TO BE PLACED AS PER TRAFFIC DESIGN STANDARDS TO INSURE PEDESTRIANS ENTER AND EXIT WITHOUT fl
ENTERING TRAVEL LANES.
N U
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HANDICAP RAMP NOTES
3
N.T.S.
W
cc
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TYPE R7-8B VAN ACCESSIBLE SIGN b R7-8B
RESERVED
TYPE R7-8 OR R7-$A SIGN PARKING R7.8
APPROVED FOR USE UNDER ca OR
G.S. 20-37.6 GENERAL STATUTE E
R7-8A
R7-8D PENALTY SIGNS ARE REQUIRED TO
ACCOMPANYALL R7-8 OR R7-8A PARKING o, R7-8D
SIGNS ERECTED AFTER DECEMBER 31, 1990 I' ,
J � O
J CD
HEIGHT TO BOTTOM OF SIGN WHEN ``. Q
PEDESTRIAN PATH FROM CAR TO ro o ,LU
U
WALK PASSES BY OR UNDER THE SIGN
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NOTES:
1. HANDICAPPED PARKING SPACE SHALLCL
O v
CONFORM WITH CURRENT STATE AND O —+--- 2% MAX SLOPE Ez. 4
LOCAL CODES AND REGULATIONS.
c�
2. VAN ACCESSIBLE SPACES AND ACCESS Q
AISLES SHALL HAVE MINIMUM j ccDATE:
VERTICAL CLEARANCE OF 98 CNti a AUGUST 7, 2020
3. REFERENCE ANSI/ICCAll 7.1.2009
I! DESIGNED BY: MJP
DRAWN BY: SBC
r 96° (MIN) CHECKED BY: JDV
60 (MIN) OR
96"(M1N)FOR PROJECT No. 2017115. "14
VAN ACCESSIBLE DRAWING No. W-3896
SCALE: AS NOTED
SHEET No.
HANDICAPPED PARKING
cl 1

B
2.00`
0.25' �-- 0.25'
A A rwri
j CONC ETH CURB
PAD ' SECTION A -A
U C�
N
0.25' TOP OF SPLASH PAD
TOP OF CURB
SLOPE a ' PER FT
0.25' CURB --
PLAN 0.25' 3- SECTION B-B
B
� SPLASH PAD
N.T.S.
M-32
7"
ABUTMENT PLAN VIEW
AB-1 SCAT : �'=P_0`
#4 12E13AR
54 g 40'L `- " 120 OC
4f-10ff
04
TURNDOWN
SECTION
SEE 3 —
ABUTMENT X- ECTION
NOTICE! head EZ Dock Limited Warranty carefully. FLOATING DOCK PLAN VIEW AB-1 SCKLE:
Among other things, EZ Dank does not warrant damages,
failures or defects caused by unauthorized modification N.T.S.
of EZ Bock Product, and/or unauthorized attachment to/of
EZ flock Product..
PLANTING NOTES
The Contractor shall furnish plant material shown on the drawings, as specified and as indicated on the
plant list. The Owner or his authorized representative shall be notified prior to the beginning of planting
operations.
STANDARDS: All plants shall be in accordance with the American Standard For Nursery Stock, latest
edition, published by the American Association of Nurserymen, Inc. with regard to sizing and description.
QUALITY: All plants shall be nursery grown and hardy under climatic conditions similar to those in the
locality of the project. All plants shall be typical of their species or variety and shall have a normal habit of
growth. They shall be sound, healthy and vigorous, well branched and densely foliated when in leaf. They
should be free of disease and insect pests, eggs or larvae. They shall have healthy, well -developed root
system.
SUBSTITUTIONS: When plants of a specified kind or size are not available within a reasonable distance,
the contractor may make substitutions upon request, if approved by the Project Consultant. Proposal for
substitution of plant material shall be submitted at least 5 days prior to the final bid date for consideration
SIZE: All plants shall conform to the measurements specified on the plant list unless otherwise authorized
in writing by the Project Consultant.
PRUNING: Each tree and shrub shall be pruned in accordance with American Association of Nurserymen,
Inc. standards to preserve the natural character of the plant. All dead wood or suckers and all broken or
badly bruised branches shall be removed.
ROOT SYSTEMS: Balled & burlapped plants shall be dug with firm natural balls of earth of diameter and
depth to include most of the fibrous roots. Container grown stock shall have been grown in a container
long enough for the root system to have developed sufficiently to hold its soil together firm and whole. No
plants shall be loose in container or ball.
PROTECTION: Root balls trunks, branches and foliage of plants shall be adequately protected at all times
from sun and drying wind or frost. Plants with broken root balls or excessive damage to the crown shall be
replaced, in kind, prior to installation.
MULCH: Immediately following plant installations all tree and shrub planting pits shall be covered with
three (3") layer of double shredded hardwood mulch (dyed color enhanced - Brown). The limits of this
mulch for deciduous trees and single evergreen trees shall be the area of the pit; for evergreen tree
clusters or shrub masses; a mulched bed shall be created.
ANTI -DESICCANT SPRAY: Trees and when planted in leaf shall be treated with anti -desiccant such as
"Wilt -Proof".
PLANTING MIX: Before backfilling, the topsoil back fill mixture shall be prepared and mixed to the
following proportions:
Deciduous plants - two parts by volume of topsoil, one part organic compost and five pounds bone meal
per cubic yard.
Evergreen Plants - three parts by volume of topsoil and one part organic compost.
Fertilizer - to the above mixtures, add three pounds of specified commercial fertilizer for trees up to three
(3") inches in caliper and one pound per inch of caliper for larger trees. Shrubs shall be fertilized with six
(6) ounces of fertilizer for shrubs four (4'-0") feet and over.
STAKING & GUYING: Trees shall be staked and guyed as is detailed on the drawings and according to
accepted industry practice.
LAYOUT: The contractor shall layout with identifiable stakes, the location of all plants and the the
arrangement and outlines of planting beds as indicated on the drawings. Prior to any excavation of plant
pits or preparation of plant beds, the Project Consultant shall approve the layout of planting. All planting
shall be at the locations indicated on the drawings. The Contractor shall be responsible for planting at the
correct grades, alignment and layout of planting beds. Minor adjustments to tree locations may be
necessary due to field conditions and final grading. The Contractor shall notify the Project Consultant if
major adjustments are anticipated.
ADVERSE CONDITIONS: The contractor shall notify the Project Consultant in writing of any soil or
drainage conditions which the Contractor considers detrimental to plant growth. The documented
conditions shall include a proposal for correcting the situation, including any change in cost, for review
and acceptance by the Project Consultant,
QUANTITY: The quantity of plants in the Plant Schedule is for general reference only. The Contractor shall
obtain quantities for pricing by compiling numbers from the plants illustrated on the drawings. Should
there be a discrepancy between the drawings and the plant schedule, the quantities illustrated on the
drawings shall take precedence.
GUARANTEE: The Contractor shall guarantee all plant material for a full year from the date of initial
acceptance. The Owner shall be responsible for maintenance unless otherwise agreed. It is the
Contractors responsibility to monitor the project during the guarantee period and notify the Owner in
writing if problems are occurring or situations developed that appear detrimental to the plant material. Any
plant material that is 25% dead or more shall be considered dead and must be replaced at no charge to
the Owner. A tree is considered dead when the main leader has died back or there is 25% of the crown
dead.
GENERAL NOTES:
1. THE CONCRETE SHALL
HE 4,500 PSI, W/CM 0,45, 4- SLUMP, AIR
CONTENT 5 , AND )r AGGREGATE.
. REINFORCEMENT 2. THE ASSUMED ALLOWABLE SOIL BEARING
CAPACITY IS 2,000 PSF
3. THE REINFORCING STEEL SHALL BE 60 KSI
UP EDGE C ALL REINFORCING STEEL SHALL HAVE A
MINIMUM OF 30 OF COVER
.THE CONCRETE SHALL BE CURED BY
FOUNDATION PLACING A 4ML PLASTIC SHEET OVER THE
CONCRETE FOR 72 HOURS TO CONTROL
SHEAR CRACKING.
.THE LOAD ON CONCRETE ABUTMENT-
6. 1, DEAD LOAD 318 LB
6.2. LIVE LOAD 3,200 LB (40 PSF) #4 REM
6.3. MO 3,500 FT -LB AT EDGE TOP AND BOTTOM
7, OVER TURNING SAFETY FACTOR 1.64
4 FLOATING DOCK ABUTMENT
N.T.S.
GENERAL LANDSCAPING NOTES:
1. CONTRACTOR SHALL INSTALL SOD AS DESIGNATED ON PLANS. SOD SHALL EXTEND FROM BACK OF PARKING
LOT CURB TO BACK OF PUBLIC SIDEWALK OR PROPERTY LINE, AS SHOWN ON PLANS.
2, PROVIDE MULCH AROUND SHRUBS AT ALL ISLANDS, PARKING LOT SCREENING AND AROUND PYLON SIGNS,
MULCH SHALL BE DOUBLE -SHREDDED, COLOR ENHANCED (DYED) HARDWOOD BARK MULCH (BROWN OR
BLACK ONLY). USE DEWITT 15 YEAR WEED BARRIER, WOVEN POLYPROPYLENE, OR APPROVED EQUAL, IN ALL
PLANT BEDS AND AT TREE RING.
3. LANDSCAPER TO COORDINATE INSTALLATION OF LIGHTING, UTILITIES, PYLON SIGN AND LANDSCAPING WITH
ALL OTHER CONTRACTORS.
4. PROVIDE STRONGLY ROOTED DROUGHT RESISTANT SOD, NOT LESS THAN 2 YEARS OLD, FREE OF WEEDS AND
UNDESIRABLE NATIVE GRASSES AND MACHINE CUT TO PAD THICKNESS OF 3/4" (+1/4"). EXCLUDING TOP
GROWTH AND THATCH. PROVIDE ONLY SOD CAPABLE OF VIGOROUS GROWTH AND DEVELOPMENT WHEN
PLANTED (VIABLE, NOT DORMANT).
5. INSTALL AND ADJUST SPRINKLER HEADS TO ENSURE 100% COVERAGE OF ALL PLANTED AREAS.
6. PLANTING SHALL BE IN ACCORDANCE WITH CITY OF GREENVILLE LANDSCAPING ORDINANCE,
7. BOTTOM 2/3 OF BURLAP WRAPPING TO REMAIN ON ROOT BALL FOR TREE PLANTINGS.
NOTE:
TREES SHALL BE STAKED ONLY
IF DIRECTED BY THE OWNER
EACH TREE MUST BE PLANTED SUCH THAT THE
TRUNK FLARE IS VISIBLE AT THE TOP OF THE
SET ROOT BALL FLUSH ROOT BALL. TREES WHERE THE TRUNK FLARE
WITH FINISH GRADE IS NOT VISIBLE SHALL BE REJECTED. DO NOT
COVER THE TOP OF THE ROOT BALL WITH SOIL,
MULCH RING 8' DIA.
DOUBLE SHREDDED HARDWOOD
BARK MULCH (DYED COLOR
ENHANCED - BROWN) MIN. 3" THK.
DO NOT PLACE MULCH IN CONTACT
WITH THE TREE TRUNK.
1EEIi -I
A```
4" HIGH TOPSOIL SAUCER
EXCAVATE 2x ROOT BALL DIA. i —III.
— ,� _ � ',
BEYOND EDGE OF R007 BALL
PLACE BACKFILL MIXTURE
IN 12" LIFTS & THOROUGHLY — I
_ 5 — —'
REMOVE ALL TWINE, ROPE, WIRE
WATER BETWEEN LIFTS I�
_ _ — L 1_
AND BURLAP FROM TOP HALF OF
__
THE ROOT BALL.
IF THE PLANT IS SHIPPED WITH A
—III=I
TAMP SOIL AROUND ROOT BALL BASE�I
II=-s i— a i _ iI
�_I ] ICI Ii h
WIRE BASKET AROUND THE ROOT
FIRMLY WITH FOOT PRESSURE SO
, , f�
III- i I—! { ( j- — I—
BALL, GUT THE WIRE BASKET IN
THAT ROOT BALL DOES NOT SHIFT.
FOUR PLACES AND FOLD DOWN
8" INTO THE PLANTING HOLE,
PLACE ROOT BALL ON
UNEXCAVATED OR TAMPED SOIL.
TREE PLANTING -
LARGE & SMALL
3
N.T.S.
NOTE:
FOR PARKING LOT SCREENING,
SHRUBS SHALL BE PLACED 4' Q.C.
CONTAINER STOCK: REMOVE CONTAINER
AND LOOSEN ROOT BALL PRIOR TO
INSTALLATION. CUT ALL ENCIRCLING ROOT£
EXCAVATE 2x ROOT BALL DIAMETER.
PLACE BACKFILL MIXTURE (REFER TC
SPECS) IN 12- LIFTS & THOROUGHLY
WATER BETWEEN LIFTS.
TAMP SOIL AROUND ROOT BALL BAST
FIRMLY WITH FOOT PRESSURE SO
THAT ROOT BALL DOES NOT SHIFT.
Pq
SHRUB PLANTING
DOUBLE -SHREDDED
HARDWOOD BARK MULCH
PLANTING BED EDGE
BED EDGE
SELECTIVELY THIN ALL BRANCHING
TO REMOVE DISCOLORED FOLIAGE;
MAINTAIN PLANT SHAPE
DOUBLE SHREDDED HARDWOOD BARK
MULCH (DYED COLOR ENHANCED -
BROWN) MIN.3"D. DO NOT PLACE MULCH
IN CONTACT WITH THE TRUNK. TOP OF
ROOT BALL SHALL BE 1 "-2" ABOVE
SURROUNDING FINISHED GRADE
REMOVED BURLAP FROM
TOP Y OF ROOT BALL.
CREATE 3" WATER SAUCER FOR INDIVIDUALLY
PLANTED SHRUBS. CREATE MULCHED BEDS
FOR MASS PLANTING
UNDISTURBED SUBGRADE
N.T.S.
FINISH GRADE
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DATE:
AUGUST 7, 2020
DESIGNED BY: MJP
DRAWN BY: SBC
CHECKED BY: JDV
PROJECT No. 2017115.14
DRAWING No. W-3896
SCALE: AS NOTED
SHEET No,
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GENERAL STRUCTURAL NOTES:
1. GENERAL NOTES
1.1. METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.
THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE INTEGRITY OF
THE STRUCTURE AT ALL STAGES OF CONSTRUCTION.
1.2. COORDINATE THESE DRAWINGS WITH THE LANDSCAPE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING
AND CIVIL DRAWINGS.
1.3. VERIFY ALL PILE LOCATIONS WITH FLOATING DOCK VENDOR DRAWINGS.
1.4. CONTRACTOR SHALL VERIFY ALL EXISTING CONSTRUCTION DIMENSIONS WHICH IMPACT NEW CONSTRUCTION
PRIOR TO FABRICATING ANY STRUCTURAL ELEMENTS.
1.5. DO NOT MODIFY ANY STRUCTURAL ELEMENTS UNLESS SPECIFICALLY INDICATED ON THE DRAWINGS WITHOUT
APPROVAL OF THE ENGINEER OF RECORD.
1.6. CONTRACTOR IS RESPONSIBLE FOR DESIGN AND INSTALLATION OF ALL SHORING REQUIRED TO SUPPORT NEW
AND EXISTING STRUCTURAL ELEMENTS.
2. FOUNDATION
2.1. FOUNDATION DESIGN IS BASED ON A MAXIMUM ALLOWABLE SOIL BEARING PRESSURE OF 1,000 PSF AS
RECOMMENDED IN THE GEOTECHNICAL REPORT PREPARED BY TERRACON CONSULTANTS, INC., TERRACON
PROJECT NUMBER 72195048, DATED, JULY 17, 2019.
2.2. ALL FOOTINGS SHALL BE ON UNDISTURBED SOIL OR 98% COMPACTED FILL PER ASTM D698.
2.3. NO FOOTINGS OR SLABS SHALL BE POURED INTO OR AGAINST SUBGRADE CONTAINING FREE WATER, FROST,
ICE OR LOOSE MATERIAL.
2.4. EXCAVATIONS FOR FOOTINGS SHALL HAVE THE SIDES AND BOTTOMS TEMPORARILY LINED WITH 6 MIL.
POLYETHYLENE IF PLACEMENT OF CONCRETE DOES NOT OCCUR WITHIN 24 HRS OF THE EXCAVATION OF THE
FOOTING.
2.5. ADVERSE FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION SUCH AS SOFT SOILS, ORGANIC MATTER,
ETC., SHALL BE REPORTED TO THE ENGINEER BEFORE FURTHER CONSTRUCTION IS ATTEMPTED.
2.6. IF UNDERMINING OF FOOTINGS OCCURS, FILL VOIDS WITH LEAN CONCRETE MIX. DO NOT ATTEMPT TO
REPLACE AND RECOMPACT SOIL.
4. CONCRETE
4.1. ALL PLACED CONCRETE, SHALL HAVE NORMAL WEIGHT COARSE AGGREGATES, AND SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH (f'c) OF 3,000 PSI AT 28 DAYS.
4.2. NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE.
4.3. CHAMFER ALL EXPOSED EXTERNAL CORNERS OF CONCRETE WITH X" x 45 DEGREE CHAMFER, UNLESS
OTHERWISE NOTED.
4.4. ALL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60.
4.5. DETAIL AND FABRICATE REINFORCING STEEL IN ACCORDANCE WITH THE ACI DETAILING MANUAL.
4.6. IN -PLACE REINFORCING STEEL, SHALL BE REVIEWED BY THE ENGINEER PRIOR TO PLACEMENT OF CONCRETE.
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STIFF -ARM DOCK
ANCHOR, BY OTHERS
NEW CONC.
ABUTMENT
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0
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ABUTMENT
GANGWAY, BY OTHERS
APPROX.
SHORELINE
CD 19 -6 t
NEW
PROJECT NORTH 1/4" = 1'-
DOCK AND ABUTMENT PLAN NOTES:
1. SEE THIS SHEET FOR GENERAL STRUCTURAL NOTES &
SCHEDULES.
2. DIMENSIONS SHOWN WITH 't' SHALL BE VERIFIED PRIOR
TO INSTALLATION OF ABUTMENTS.
3. SEE CIVIL/SURVEY DRAWINGS FOR ACTUAL SITE
ELEVATIONS.
4. CONCRETE ABUTMENT SLABS ARE AS SHOWN ON PLAN
AND SECTION. PROVIDE 10 MIL VAPOR BARRIER AND 4"
COMPACTED GRANULAR BASE UNDER ABUTMENTS.
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CIVIL/SURVEY DWGS. J
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SECTION - TYP. ABUTMENT
S l 3/4" = 1'-0"
CONCRETE REBAR SPLICE SCHEDULE
BAR
LAP LENGTH (in.)
SIZE f'c = f'c = f'c =
3000 psi 4000 psi 5000 psi
#4 22 19 17
#5 28 24 21
#6 32 29 26
#7 48 42 37
#8 55 48 43
#9 62 54 48
#10 68 60 53
#11 76 66 59
NOTES:
1. CONCRETE IS NORMAL WEIGHT CONCRETE. IF LIGHTWEIGHT CONCRETE IS
USED, MULTIPLY LENGTHS IN TABLE BY 1.3.
2. BAR YIELD STRENGTH (fy) IS 60 KSI.
3. BAR SPACING AND COVER REQUIREMENTS OF ACI SECTION 25.4.2.2 ARE
ASSUMED TO BE MET. IF NOT, MULTIPLY LENGTHS IN TABLE BY 1.5.
4. REDUCTION OF EXCESS REINFORCEMENT NOT TAKEN.
5. IF MORE THAN 12" OF FRESH CONCRETE IS CAST IN MEMBER BELOW
HORIZONTAL SPLICE, MULTIPLY LENGTHS IN TABLE BY 1.3.
NEW CONC. WALK -
SEE CIVIL DWGS.
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NOTES:
1. CONCRETE IS NORMAL WEIGHT CONCRETE. IF LIGHTWEIGHT CONCRETE IS
USED, MULTIPLY LENGTHS IN TABLE BY 1.3.
2. BAR YIELD STRENGTH (fy) IS 60 KSI.
3. BAR SPACING AND COVER REQUIREMENTS OF ACI SECTION 25.4.2.2 ARE
ASSUMED TO BE MET. IF NOT, MULTIPLY LENGTHS IN TABLE BY 1.5.
4. REDUCTION OF EXCESS REINFORCEMENT NOT TAKEN.
5. IF MORE THAN 12" OF FRESH CONCRETE IS CAST IN MEMBER BELOW
HORIZONTAL SPLICE, MULTIPLY LENGTHS IN TABLE BY 1.3.
NEW CONC. WALK -
SEE CIVIL DWGS.
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DATE:
SEPT 2, 2020
DESIGNED BY: MSR
DRAWN BY: MBM
CHECKED BY: MSR
PROJECT No. 20171 15.14
DRAWING No. -
SCALE: AS NOTED
SHEET No. 1 OF 1
Simi
THIS DRAWING IS THE PROPERTY OF RPA ENGINEERING, P.A. ANY USE, REUSE, REPRODUCTION, DISPLAY OR SALE OF THIS DRAWING WITHOUT WRITTEN CONSENT OF RPA ENGINEERING, P.A. IS STRICTLY PROHIBITED. (COPYRIGHT, RPA ENGINEERING. P.A. 2020)' '