20091297 Ver 1_Site Plan_20100112

? ? CWS
Carolina Wetland Services
Carolina Wetland Services, Inc.
550 East Westinghouse Boulevard
Charlotte, NC 28273
704-527-1177 - Phone
704-527-1133 - Fax
THESE ARE TRANSMITTED as checked below:
TO: Ms. Cyndi Karoly
N.C. Division of Water Quality
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
LETTER OF TRANSMITTAL
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WE ARE SENDING YOU: ®Attached ?Under separate cover via the following items:
? Prints ? Plans ? JD Package ? Specifications
? Copy of letter ? Change order ? Wetland Survey ® Other
e IF ENCLOSURES ARE NOT
` AS NOTED, KINDLY NOTIFY US AT ONCE
* ' • ?O4;
1 01/11/10 1 Keeley Park Site Additional Information & Keeley Park Stormwater
Management Plan - CD
®For approval ?Approved as submitted ?Resubmit copies for approval
®For your use ?Approved as noted [-]Submit copies for distribution
?As requested ?Returned for corrections ?Return corrected prints
?For review and comment ?For your verification and signature
REMARKS: Ms. Karoly.
Please find attached a CD containing the plan sheets and approved SMP for Keeley Park as requested
Copy to: File
Thank you,
Ln W '&a
omas Blackwell
Project Scientist

Date: 01-11-10
CWS Project #: 2006-1324
DWQ #: 09-1297
NORTH CAROLINA • SOUTH CAROLINA
Caver Sheet Architectural
A-101 Plans
BCS-I Buildin Code Summa A-102 Maintenance Buildin. Plans
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BCS-2 Buildin Code Summa A-III Reflected Ceilin Plans ~ ~ ~
W. Morehead Street BCS-3 Buildin Code Summa A- 12 I Roof Plans
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Landsc e Architecture ~ ap BCS-4 Buildin Code Summa A-122 Maintenance Buildin Raaf Plan rY ~
Site Planning BCS-5 Buildin Code Summa A-201 Elevations ~ ~
BCS-6 Buildin Code Summa A-202 Elevations
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wiv~wsieesolutionspa.com A-203 Elevatians
ar ~ ~ ~ Telephone- 744-521- 98$0 Civil Dra~rin s A-301 Wall Sections
Facsimile- 744 -52 # - $9S5 L- I.0 Overall Existin Conditions/Demolition Plan A-302 Wall Sections
L- l . I Existin Conditions Dealition Plan -West A-303 Wall Sections
L-1.2 Existin Conditions/Demolition Plan -East A-40 I Lar e Scale Plans
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L-2.0 Overall Site Plan A-501 Details
L-2. I Site Plan -West A-601 Schedules
L-2.2 Site Plan -East A-602 Schedules
L-3.0 Erosion Control Plan -Initial Pond Constructian
L-3. I Erosion Control Plan -Pre-Develo ed -West Structural P
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2 3 2 4 L-3.2 Erasion Control Plan -Pre-Develo ed -East S I Pavilion Foundation/Slab Roof Frm .Plans P ~
W. Morehead Street L-3.2A Erosion Control Plan -Pre-Develo ed -East Cont. S2 Shelter I Faundation/Slab Roof Frm .Plans P g
Charlotte, NC 28248 L-3.3 Erasion Control Plan -Post-Develo ed -West S3 Roof Framin Plans
Landscape Architecture P ~
L-3.4 Erosion Control Plan -Post-Develo ed -East 54 General Notes T .Sections and Details P YP
Site Planning L-3.4A Erosion Control Plan -Post-Develo ed -East Cont 55 Sections and Details P
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vvwwsitesolutionspacom L-4.0 Overall Gradin Draina e Plan S6 Sections and Details
ar ~ ~ i L-4. I Gradin Draina ePlan -West g
Telephone- 744-521- 9$$4 L-4.2 Gradin Draina ePlan -East Plumbin
Facsimile- 704 -521- 89SS
L-4.3 Overall Uti1i Plan P- 100 Site/Ke Plan Y
L-4.4 tilit Plan -West P- 101 S ra round Y P
L-4.5 Utilit Plan -East P-201 Maintenance Buildin
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L-5.0 Overall Landsca e Plan P-301 Garden, Shelter, Gate P
L-5. I Landsca ePlan -West P-40I Greenhouse P
L-5.2 Landsca ePlan -East P-501 Schedules ~ Details P
L-6. I Site Construction Details
L-6.2 Site Construction Details Mechanical
2 3 2 0
L-6.3 Site Construction Details M- l O l S ra round 13 Y~
W. Morehead Street L-6.4 Site Construction Details M-201 Maintenance Buildin
~ Charlotte, NC 28208
It~riS Landscape Architecture L-6.5 Site Construction Details M-301 Garden, Shelter, Gate
Site Planning L-b.b Site Construction Details M-401 Schedules
Civil Engineering L-bJ Site Construction Details M-501 Details
wwwsitesolutionspa.com l R- I.0 Pond Aerators
ar ~ e Telephone- 744-521- 9$$0 Electrical
Facsimile- 744 -521- 8955 KP- l 0 I Dam Cover Sheet E- l 00 S mbols & Schedules
KP- 102 Site Plan and Reservoir and Dam Data E-10 I Site Plan
KP-103 I Dam -Plan and Profile E-201 Plan - S ra round P Y~
KP-103f21 Dam -Plan and Cross Sections E-301 Plan -Maintenance Buildin
2832 Camp Burton
Maintenance KP-104 Principal Spillway - Plan and Section E-401 Plan Garden, Shelter, & Gate
AMP BU 2825 AMP BURTON RD. Camp 2825 KP-105 Wave Protection - Plan and Section E-402 Electrical Details
KP-106(l) Filter/Drainage Diaphragm and Collector E-501 Riser Diagrams
KP-106(2) Minimum Release Pipe - Plan and Section and Detail E-601 Panel Schedules
KEELEY RD. , 2830 _EY RD. j 500 KP-107 RiPraP Plunge Pool - Plan and Section
KP-108(l) Details
a . L. -09 KP-108(2) Details
-1 f_j a 2829 Water Odyssey
SITE
Q of 2 SPraYground Piping Diagram
fl. N 2770 2 of 2 SPraYground Piping Diagram
HUFFINE MILL RD. MILL RD. ~f WRV-4000 In-Ground Reservoir Installation Detail
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AMP BURTON RD. camp TREE PRESERV~?TIQ?N Ct~NSTRUCTI®N SEQUENCE: TREE PRESERVAT~C?N NOTES 2825 ~ 1 , 1t ,
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CONTACT THE URBAN FORESTER AT 373-2150 TO SET-UP APRE-CONSTRUCTION 1, Ala. TREE PROTECTION DEVICES MUST BE INSTALLED PRIOR TO LAND I__~v_ MEETING PRIOR TO ANY TREE DISTURBANCE. DISTURBANCE, iNCU1DING THE CUTTII~i OF ANY TREES. A PENs,LTY P1D~ 05f74018400437WC05 ~ t ~ ~ 11 t ! ~ 1 t _ / i ~ - 1 ; ( ! a S r a M1 ` , I 'r.€,dl
~ ~ KEELEY RD. ~ OP ;$500 PER DAY FOR FAILURE TO INSTAI.I APPROVED TREE f f j 1'OF `f \C tB~\~ j 4 ~ 1 ) / ' ~ 7 1 I 7 1 / ! ' / ! wt A V 1 `1 / r J NC PRI5pM DEPT F 1 I 't , 1 I r L ?r ~ i \4 i { v i 1 7~ I l 1 4250 DAMP BURTCN RD r l a / t ' I; 11 t 1 rn+^;~^i" _ "~``r t q I ir,i 11 ~ 1 r PID~ OdA90I89D0396WU02 r,/` r~ r 1 i f i~ I I r ~ i 1
? f 2830 = ~ PROTECTON MAY APPLY, ~ TREE PROTEC110N DEViGE~a MUST BE INSTALLED AND IN~aPEGTED PRIOR TO ANY TREE r q f~ °f ' i ! I! f j P y~ l 1 r4 ~ f f I J~' r~ 1 r j .l rf t r 1 f t l i ) I t r y~ t 1} f' t~ r l i/ r ? / f 4, r /,~,.1 ,f d o s 1 1 i ~
~ DISTURBING ACTIVITY, 2, CONTACT THE URBAN FORESEER AT 373-2150 TO SET UP A n4 ~t S i f fi l l ~y , 1 1 1 7 7 1 1 f I'`( 1 i~ J r Y 7 rJ? :...-.--r% , t t I t t t} 1 3 1 F ~t / 1 t ` 1 r 1 1. 11 7 f ! } 1 1 f' { i. / ~ n.;a.e,. i i M1 t 1 p i I r r f l t ..C i , 1 I : ~ ' i rt r sae 'r` ~ - - / I f ~ M1. '-'-1-'~-~-,11
PRE-CQNSTTZUC7K?N MEETING PRIOR TO LAND DISTURBANCE. ~ - - J' STEP 1: CONTACT THE CITY URBAN FORESTER TO SET UP A PRE°CONSTRUCTION ~~ud r t r ~ / I ~ , c , t r~ t r t r r ~-«~a a" --~,i~~'- 1 11 C~ ~ t 1 a~~ pad ~ ~ ^y ,'rf 1.,,r ..r I / ~ ~ / ,~1 } < ,f .,t-. 0'~4 :E
~ , ~ MEETING PRIOR TO ANY TREE DISTURBANCE (336-373-2150). ALL TREE PROTECTION 3. TREE PROTECTION FENCING CAN AND SHOULD BE INSTALLED PRIOR 1 1 l~~j S ' I t r'/r r!r//!r'~ ~ f r ; t'! ,i fl Fr /d, v tV t t I}' Iii 1 : . 1 _ F S I i 1 ! 1~' ti ' v v ' t ' 1 ~ 1 € ` 'r r y' vt 1 ' ~ , I j ~ r' r ' I /1, ' f l1 r ;..a'` - / " v r r 1 + i ! t 4 1
f " 2829 MEASURES SHALL BE BNSTALLED PRPOR TO AMf TREE DISTURBING ACTNiTIES EXCEPT TO THE PRE-CONSTRUCTION MEETING, IT THOSE NECESSARY TO INSTALL THE TREE PROTECTION AND OR TEMPORARY 501E 1 \ \ V 7 ' t I t i ` r l t' t ? I { 7 I Af 1 7 if I , EI J j,I' ! - . 1 1' ~ I1 1 t t ~ , ' e/ ? t / , ~ ~ ^ t , i t I , / I ri i~ ~ , r / t"'-__ r' ~ , t , t 1
2832 ~ ~ EROSION CONTROL MEASURES< THE DEVELOPER SHALL CONTACT THE URBAN FORESTER 4, NO GRADING 15 TO OCCUR IN THE TREE CONSERVATION AREAS OR 4 s ^\'lLA i t\ 1' /1 J / 7 t ` SR ~ I (1 r 1 ( ' ' ~ 1 *1 i f [ l , , _ 1 1 i / ' 1 t y i pg\ ~ Il: : , it t a l \ h! f / j f /':,.1 ! \ \ Y~'< ~`t l ~ 1 ; I 1f' r I 1 tt t l ,rJ !i J I , 1 _ 1! f r j r/ t / ! 1 f F t ~ 1 I / ' i I t f ry ~ t l 1 r y / `3 +.g* S `S ` t l ' l v f t 7 f 1! f 1 f j \ '
2770 I TO CONDUCT AN INSPECTION OF ALL TREE PROTECTION DEVICES PRIOR TO ANY TREE TREE GRIT1CAL ROOT ZONES. 1 t 5 ~ v v j t n lr 1/ 1 , / t I s 0 e t ` ` , ' , ~ i 1 ~ ~ 1 C / / I ~ 1~- ? J /r 1 r/ Yr l ~ / / / _ / / i ~t it ~ t1~ ~ l 1 _ ' `'e +r i, ' \ ' 1\ \ j \ 'r f ! f ' ~ ~ l' S, ~ S ' 1 1 1 ` 1 1 !t , r' ~ ' f t ! ! 1 t y ~F~~~ Il 1 t { 1 1 \ % I7 j l t ~ lY \ ~ / f ~ f/ l ~ 3 1 ' l 1 / ~ \ r' 1 / ~ E"
DISTURBING ACTIVITIES EXCEPT AS NOTED ABOVE, HUFFINE MILL RD. 5, THE APPLICANT WILL CONTACT THE LANDSCAPE PLANNER AT 4 ' t 1. fl i 4~. n t r l r 1 r 7~ ! 1 7 1 II P l 1 ~ 1 ~ i t I 1 tr t I _,~-.._m.__ •/'v , t r r I i t, r i l l f %I!~ 7
~'"'-__'7_-----~(__~ ' STEP 2: THE GEIY URBAN FORESTER OR ENFORCEMENT OFFICET2 WILL CONDUCT AN 373-2918 AFTER COMPLETION Oi` THE SiTE GRADING TO ARRANGE ~ ~ i t i1 t OiV f l j r P t~,v <t~ `~\1. j I' 1' tz 1t Y r i 4 j 1 e i ~ 1 1 1J J f r'~ f' f 1 i ` 1\ t S t ~ t ~ r ~ yy'~ 1 f t' E ...v.-.^I ~ 4 r/ f r` t~ j f J ~ f _ ! I C 9DNEV C CASEY ~i ~ \ A, r ~ ' - ,ldrea ` `°d, ! / t i r i~~ 1 t ` r r rt f r r 1 ` i ' r r 1 : f `
~ 2848 EDIATE SITE INSPECTON FOR ENFORCEMENT OF THE TREE PROTECTION FOR AN ON-SITE MEETING/INSPEGTk~N TO DETERMINE THE CREDIT 2848 , REQUIREMENTS OF THE DEVELOPMENT ORDINANCE OF THE CITY OF GREENSBORO. THE FOR THE EXISTING VEGETATION TOWARDS THE NUMBER OF PUWTS & SHEiBY G 6ASEY I \1 1\ `~v t1 _ I ,r s ~ ~ t/ , t ®t r j r i r ' t` f f ' J i 4157 kEpr R0 v r , t r l 7 / tl w f r ~ t I t i r, ` t wD a5o~o1s5ooaasoDD41A ~ i I 1 ti- r ,1 r ' 1 1, ~ r ~ ~ ~ r--- - ~ ` r
~ DEVELOPER SHALL CONTACT THE URBAN FORESTER TO CONDUCT AN INTERMEDVITE REQUIRED IN THE PERIMETER BUFFER YARDS, 1 . r J ~ 4 I A\ 1 _ f , r J 1 1/ +t if r ti I 7 1 7 J f ~f~ t i I f i ~ ~ T~ t M1 \ ~ 1 i ; ~ r ~ r t (+r + ( } t ; t . ; r r' 2 a \ ` ~ 2 O s t rl I 1} `r J
-ri'-"---_~ ~ 2827 INSPECTION OF THE TREE PRESERVATION REQUIREMENTS AFTER THE SITE GRADING HA5 t F j `l a j f I ~ ~ I Jag' 1 r i l' 1 a- I I ~ ~\t y frr wt S tik ~ t 1 1 17 ! ( i l l ! f ! t 7 1 , ~ I ~ k t ' llr~ J!' ,
' t f-saa I~oaal BEEN COMPLETED BUT PRIOR TO THE 1N51ALLATION OF THE PiNG. vt .r _ _ a w..~ ' tti__,' 1 ' ; 1 ' ~ ; ~ ' ` ' ~ ' ~ ~ t ; ; ~ ; ' ~ ,J` W. Morehead Street d . ~M1 ~ r,: r rf ' r '1 ' ' ~ ~ ' ~ l {v ~ I t ~ ~ ~ , r ' Charlotte (~C 28208
STEP 3: THE CEEY URBAN FORESTER OR ENFORCEMENT OFFICER WILL CONDUCT A ` ' , ~a S E M1 j ~ @ 1 1 \ , > \4 41 ~ v f d ~ l ~1 ~ \ ~ l\ 1 t4 } 1 t T f ~ /r ~ /r f ! t1 '~I VA VlA i ~$'l
III FINAL SiTE INSPECTION FOR ENFORCEMENT OF THE TREE PROTECTION REQUIREMENTS OF THE DEVELOPMENT ORDINANCE OF THE CITY OF GREENSBORO. THE DEVELOPER v t s 1 ! ~''.A lv v' ,1111v1~ ~ ' \t 1. l 1 r~i } ! 't ^R \ 1 t. l1 ` 1 I! 1 ~ P \ M ~ - ~ ~ ~ , ' ~ , ~ , ~ • ~ , , , Landscape Architecture
SHALL CONTACT THE URBAN FORESTER TO CONDUCT A FINAL INSPECTION OF THE TREE 4, 1 t ~5 \ it l ; I j~ t`r,l i v f ~ 'woam uva ~ _ t ,t 1 ~ } 1t ~ t T I ~ 1 - } ~ ? t ' i i i r ~ '!r
PRESERVATION REQUIREMENTS PRIOR TO BEiNG ISSUED A CERTIFICATE QF OCCUPANCY. fi-. ' .ti ~ _ 1 ~ I I 1, , ' 1 Site Planning i 1 y I l1 tt I} I - 1 1 I j f k f t f
NO DISTURBANCE IS ALLOWED WITHIN THE TREE CONSERVATION AREA EXCEPT A5 NOTED p _w ~ t^ `^f t1 11 i ~ t~~ °ji 11?rIt-il ~I~i ~ CIVI~Englneering
ON THE APPROVED PLAN OR WITH PRIOR APPROVAL FROM THE URBAN FORESTER, THE ,t' .'rsnn 1 / i 3 ~ l r r' r~ r r I r l~ l l K f i j >40 ~ s `v.^ ' h00I/0 aW.. \ /r / 1 ~ 1 1 ~ ' t / f 7 ~ , f t , 1 ' ~ v ~ r I/ / _ ~ i__ 8 /r ! f r r / f t I ' r. r l i l /r / r - C - _ ,i _ r ~ / / t' //t ~ r , , 1 ; ' i , ; i ' ~ 1 ~ i ~ } ~r~a / ~ VJYV1^/.SIteS0~Ut1011spa.COt11
TREE CONSERVATION AREA INCLUDES THE CRmCA1 ROOT ZONE AREA. TO REGENE CREDIT, TREES MUST BE PROTE FROM DIRECT AND INDIRECT RQOT, TRUNK ANp _ y. ~ r ~ _ _ r ',r r r ,r~,`; ~ ; , ' l i ,111 ~ F' 1'ele pane-704-52 ~-9880 ..r. .''1 1 A~ j` tf ~ 1l '~o r~'J Jrfv~~'/rdi f/i.l le ti ~r ,llt':i~1`! 1 ~ / /!r
CROWN DAMAGE, (Rk.T~~iJ~4i~ NC}. 5} -i 'v ~ F ; ' , , , ; , ' / f i ~ f ' ' , 1 l' ( >1 "`n ~ ~`v v r f t / / . l r f, / ~ , Ir , l Facsimile-704-521-8955
MAINT~t,IANC~ ~UIl.DlNG v vv r r! /'r,f d,Il /''fl, ;,`f/1,'//It/;/r it /z pptt~~ py /ACC GuC~^ ".,y „"`a, ~''°T St 1 4 ~ 3 d r / ~ l ,f / ~ I r J F,/ : ! 7 ~ ~ r / ~ 1
THE TREE CONSERVAT~N AREA SHOULD BE DESIGNATED AS SUCH WETH °TREE M.Gf'1 PTOf1F\ JGG VIiLGI - 3,~ r`~ / ` ` i f t f i /f/ ' {rr/! r r ry~ /p , / Ij i l t / J t t,.,~ ~ r I f / t61 rfa/f%ttll't. 1 i`x%"',! y.. , w , _ ~ \ ~ - I I ~ r ,l / r r / f JJI!' f , . r . ' f , r t t f t /1 t J /1 ( ) 1 h 1 ' I i( J/ I~ f /r r r/ r~; A / qrr : I 1 f t r t' r;t~ L° 1.2 FOR CONTINUATION ~ ' ~ 1 ` Vt. t +\I I ~ r r r 1 r ! / / r c / d , 1 .r 7 1 / t / 't \ ~\8 ~ ~ i i l 1 t I / , 1 r'; J tf / r, r r~ r . / / t / t` f7 J
CONSERVATION AREA' SIGNS PASTED VISIBLY ON THE OUTSIDE OF THE FENCED-IN-AREA. SlC-N5 MAY NOT BE POSTED ON THE TREES. t ~J v 1 I t ! 9! ff f r/ i! r~ / v \ t.~ ~`t t Ir 1 t ~ t, lr /11F,/t /ftr,l/1!/ji ,//ff rt rrl/ /r p , `,'r//; f1+ 71 (~o~~f
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TREE PRQTECT1QN FENCING SHALL REMNN IN PLACE UNTIL CONSTRUCTION ~ COMPLETE AND OTHER LANDSCAPING FV15 BEEN INSTALLED, AND THE CITY URBAN FORESTER OR _ y ~ /t 1 ' ' l ~ ` 1 , d i ! 1 l rt 1 / / / r t! ftt~ft/,f r/lf,,/ JJ,r.r ir,t 1 r 'f',.f,Jln .r ir..: ~ ~ r ~ ~ r .,"5^r"" / t t V ~ t r r / ' : t , / / f / / 1 . f r , r t r / ; ^o l / , ~ t ~ , j ~ / ! t / f r' 1' / tf~l//fff ,,r/r,/f r / ,,J~Irir Y. ~ f ,,.~..n'^ r 1 11 1 f : r fr d! !r'/. Ji fr' rrr !r,<' t 1 ~ r.P i f
Q ENFORCEMENT OFFICER HAS APPROVED ITS REMOVAL. r y / r ~l r f t ,R / / / / r / i , ° rr, r . r l r > i / 1 f l ~ , M1~~ i i \ ' ,v> 1 i~`~,:,`j(t7!''J frl;/r:`/j !JI JJ ,~l,t'X 1J f' f 1 11 1.6':~ F C a ' K'"' 1 1 ~ ! ~ / t@' it l/ItJ Ifi J1J fJ`/rf rl r// ` J~?lr l1~ f ' ~.V f~l Fri 4 l f / / / r =ft,fr//!/, l; f t' r. J l` r ~i ! I~ `°r d
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NO PARKING, STORAGE, DiRT STQCKPILING, CQNCRETE WASHQllT QR ANY OTHER ACTIVITIES IS PERMITTED IN THE TREE CONSERVATION AREAS. _ r,, , - ~ _ r} v l` r r r f s f/ r r r r 1 r l f ,1 r, f i ~ r , f ` / r '''r'~' ! r - / tJ \ / / / / ' r r d f r ~ l r , I r ~ fr / r F r r 1 r 1 i J r e
r - t ' r d' e! / r1 /r x rFt1J i!!r / /`j r / ! / ir'7. ,l 7 1% ~ r~ta&re ~ r.^_"~~.._ r r! r r / r r r f l • ~ fr f i''"~' r V 16 ~'M1 A _ 'r!`r ~ ?//1.+fr r,'r/ r r P. r ~ r{~,.. ~,-i ~yrrx 1 w3~r ~ v ~ ^ "vx±f , J/^,'~/!; ;',`/1 If7, Jr'; ,f 1! f' r 1 / lI r j`~ f~;'~( l f 1 'r i s ii r V' 1/s 11 '`J`r r ! l . t`/ v, Jj I.~ 'j 1
REMOVAL OR TO TREES IN THE TREE CONSERVATION AREA WILL 8E SUBJECT TO THE PENALTIES ESTABLISHED 130-5-4,10 OF THE LANDSCAPING AND TREE ~I t ~ f1 ' l f/! `~.~1;1!/j//flll Jrfl j / ' / .F ! ' J.,_-~...-' 1r') fi~ 9tbt/'gR tldbe ~~r f!~ 'J!/rri J/~'l~fl?/f//r.+f 1i~ I rrf! ''r ~ ~'=/r1 ,j r... r 1/ ,o w~ Y f - ~r,
PRESERVATION ORCH GE. ! - .waaol f i f fr,lr ,l' ~1.~5.,li/l fr/: 'r ' a: f f 1a .r i ,/1 / r~~ ~ifliill/ d, a-'', Mar MgY bN ~ !f r, f / ! 1 ~ r! r A ~1 , ~ . r , _ r ,~,J Oq rr,,r ~ a r ~ ~ rr _ _ , .r l,r,,ff+f. F: - \ tr`rf l rf 1 fJ./ rt l p' / '1y~ r 4 ~ rs'f r' s `11` {~I ` , _ 'Y
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I Date: IO.UL08
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i 09A2.04 ISSUED FOR TRC REVIEW
09.11.04 REVISIONS PER NC00T
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-~~n~. w. . CLEARING, ~_L~'~) ~ E # 1 -7 5.98 ~ ~ / ~ 4 / ~ ,r ! ~ P~, TO BE ~ t , • 1. BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM A SURVEY TO BE KEMOVED , , 1~ ti ~ REMA4N~F~RIMARY ELL)
, ~ P... . _ / f l i, ~ ~ ' , ' ~ ry~ ~-w.. PREPARED BY LEVEL CKOSS 3URVEYIt~, PLLC (336} 495-1713 AND DATED ~ ~ ; I ~ ~ _ _ _ _ i APRIL-SEPTEMBER 2006.
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v,_ _ - ~ ! _ _r TANKS l i I r r 1 _ a ~ INKL ~ ~ ! - , ' ~ ~ _ ~ 2. CONTRACTOR SHALL REMC)Vf ALL EXISTING TREES CENJCRETE ASPHALT AND Q~ ~ a I ~ - A '~T _ P I
~ ~ i -'UGE r ;fir . _ - _ - ~ / ~ " ~ ~ EX _ ~ OTHER EXISTING STRUCTURES INDICATED ON PLAN. CONTRACTOR TO DISPOSE ~ .IN~LL _ _ ~ OF ALL DEBRIS TO AN APPROVED LEGAL OFF-SITE LOCATION.
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/ r WOODED gREA - _ i i i i w i i i i i i i~ . _i ~ i /i i i, tl i - _ - r / EXISTING PQ~~ ~ .i. i i ~ , ~ i i i i i ir_ i i i i i,~ i i 'i . _.-ir . ~ / ' N 5 /tit w - ~ ~ _ , C~ J ~ I1 AND/OR PAYMENT OF ANY DAMA£iED ITEMS TO REMAIN, ~
_w.. (Ta REMAIN _ _ _ f _ - ~ tl~~"LIjV~ / _ ¦ i i i iv"'i'1~r• °i i » i i i i i i W,~-°v i{,~5 'Y i~..~ ~ ~~y-~ - _.-...s µ x j ~ - - : r / tlYATC.R LG VEL 73U.+J' 36.6' ,r-~~='~ ~ ~ ,y _ _ UN-IMPORTANT _ ~ _ ~
• UNDISTURBED) ~__i_. ~ i i i i i ± Nb00~DE9 P~RE,~,__i._:/ ? i; 'i i,. i i.. i ~ ~ _ - X i a v ~_~-i„.,--i- "-i _-v~'-_i°.`-e ~°`v w +a v i v i i ~ i . ~-9~ i li~ i v v „r s ~ r ~ ~ .t•- --1 !V _ / `REMOVE EXISTING ~ J . f f ~ ~ J." ~ ~ - \INTERMITTENT STREAM ® 4, CONTRACTOR SHALL VERITY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR - --f/.~; j I` _ _ - ~ . TO BEGINNING WORK, BOTH PUBLIC AND PRNATE. CONTRACTOR IS FULLY
.-~-,i_i i i i i i i i i i M Sri i,-i i ,i""i ~ -1 REMOVE EXISTING _ -7S0-w ~ 1? STS PIPE ~ ® ~ t°~i. i i « -i -i -i -i i i i i i ~i~ ~~i i ,i' i_i-^ i ~ R s r- ~ BUILDINGS AND i +rl INS/-736.69'. -==r`~~ 1' _ -_~8! RESPONSIBLE FOR ALL UNDERGROUND UTILITIES AND SHALL REPAIR ANY - ~
\ ~ , , ~ • r ~ / i r ° . h BUILDINGS TYPICAL _ T~: / i i ~y i i i i i i i i i i i_ b -i--~i, r, i i i t•• : i UTILITIES iN ENTIRELY ~ IN -742.16 r t ~,,~J t } r 6 "`i 'i"""r"~w-.. i ~v_ _.aa.. _.i .~.w- -.~i w ~ i v v m._..d v i v,. ~w ` e v ' ° ter- , / r,. -VE \r- _ . - _ _ ; DAMAGI: Aga A RE~aUL1' OF THIS CONTRAGT.
A., \ ' ~ r ' TYPICAL ~ _ t ~s i q' V,". V ;i i i O W i i tl i i` tl .i--' ~ i W s W/ i W i O R~ ) ` ' q j~\7 i i it i, i i„ i i µmi" i. -i i i,... ..i- i fi i i...-i'.''i b°"`'tl i ~5-- 1 f ~ ~ . r _ r ~ ~ ~ - ~ f , ~ W` _ \ . - 5, CANTRAGTOR 5 SURVEYOR SHALL REPORT ANY ENCROACHMENTS OR
w ~ i f Y !i~`"" i ``~;Y .yi..i i i i i i i i...--b'~ V r- i i•,s ~h i ,r" ^ ~''F ' i ,r rf f . . y ~ i i ~+i W ~ ,i i i i i ice, ~ i i ~ ~ ~ / / ,F ' ~ r•' „r" ~ 1 V V 7 6.02 ` ~ n ~ ~ DISCREPANCIES GENERATED BY THIS CLEARING P1AN IMMEDIATELY TO 517E _
- i v - - 1 i i i i i,~ i r v ~ ~ ' ~ _ ~ t r" ® i i S i`•~ v v W ; ~i v i V /i / r ~,r +~~`~i a ~ ~ / ~ / %.f i ' - \ ~ SOLUTIONS LANDSCAPE ARCHITECTURE FOR DECISION. 1 f„r _ ~
i i ~ i i , i i i / y „ I / / ..r fJ, y ' ..f i.., ~ r~/ r / Jy / i% SPILLWAY 1 - - A / ~ 6. CONTRACTORS SURVEYOR SHALL VERIFY CLOSURE AND ACCURACY OF CURVE ~
_ i ,'r-,~-~ i i i.• , t' EXISTING TREES IN THIv~ARFA ~ EXISTING UTTLIY F~aLE-•--_~..~. .o r' r-- I rr ~ ~ ' ~ ~ ' DATA PRIOR TO COMMENCEMENT OP FIELD STAKING. P ~5: _ r
~ i li i (HATCH} TO BE SEL.ECTNELY / Ta BE RELaCATED, _ . _ . _ . _ l ~ ~ i~ \ ~ ` % f• ~ r' CLEARED, BY OWNER N.LC, i . aORDINRTE WITH ~ ' . , ~ - \ • ' ~ , 1 i ~ _ ' \ \ - 7. SHADED AREA ON 7HI~v PLAN IN~CATES EXISTING WOODED AREA TO BE
~ - r ,r ~ ~ r UTILITY Ca. ~ - ~ _ t - ° ~ i i y, GRASS & GRAVEL 911X , ~w~ : , - =r. o \ \ - 1-, r- REMOVE EXISTING , ~ t ~ A REMOVED. DUE TO A LACK OF AN INDIVIDUAL TREE SURVEY, TREE SAVE -
_ - _ r ; ~ -':,r._- _ y „ MCP INV-742.77' -I f...f,, ~ CONCRETE SPILLWAY \o'~ ~ ' V ~ A V ~ ~ . AREAS ARE SHOWN IN MASSES. CONTRACTOK SHALL MAKE EVERY E~ORT TO ~ ` ~ \ 3 1 ` i`. ~ \ I ~ i~
/ ~ . 15 r:,,~.. ~y-~p-~ i SAVE AM' SPECIMEN TREES NEAR CLEARING LIMITS. y Y _ - I 1
~ RE E EXISTING ~ WA~EER - ~ _ ~ N V-7 42.72 - - , ` . ~ ~ - _ _ ~ . . _ • ~ ~ r, " . ~ G , . - VALVES, IRRIG~TIaN r : - '4 REMOVE 130 L.P. OP t \ ; A' ' ~ ~ B, CONTRACTOR SHALL MAKE EVERY EFFORT TO ~'1VE ADDITIOt~L TREES I~\ ~ ~ _ \~A
, REMOVE EXISTING ~.s REMOVE EXI T1NG ( } ~ ,,=;i SYSI`EM TYP. - _ , . TREES TYPICAL ' , f MULCH BIN AND WALL ~ ~ h : . , t ) EXISTING UN-IMPORTANT >t \ \ WHEREVER F~A,SIBLE. 1~' ' ''v ~
~ .r , ' ~ 1' . i . , INTERMITTENT STREAM \ ~ ~ ~ ~ ® 9. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCT10N MATERIALS, TRAFFIC,
EXISTING TREES..,., ,f'` ~ . _ ' . ~ , " ® ~ / E . s~'~ SPILLWAY / TO BE CLEARED ~X a~~ r,~ EXISTING WETLAND AREAS TO r . ~ ~u-~ ~ BURIAL PITS, TRENCHING OR OTHER LAND DISTURBING ACTNITY ALLOWED IN
, REMOVE EXISTING • - ~ ' ~ i , SE REMOVED 1,582 S.F. 0 , , THE TREE CONSERVATION AREA, REMOVE EXISTING ~ ~ ~ ~4 ~ 1 ~ .
~ - 3 ~ r,- ~ ~ ,A t ) 5 B / REMaVE EXISTING ~ ; ~ M ~~~ER ~ ~ ~ 15 RCP r ~ f EXISTINt • • ~ ~ . ~ ~.F MAX. 509; , ~ ~ ; > ; CONCRETE SP[LLWAY EXISTING PONa ~6 STORM PIPE ~ y ~,~:'``S~ 10. CLEARING LIMITS ON THE P1AN INDICATE THE EXTENT OF ALL M>'w10R
~ r r i r .q ~ WATER LE r~ \ -EXI871NG IRRiC~TION S ~ f • ;~g ~ r, WATER LEVEL 729.0' i Yf ~ : ~I~ ® CLEARING REQUIRED CONTRACTOR IS ALSO RESPONSBBLE FOR ANY
~ LINES AND VALVES TO ~ - • ~ ' ~ ~ ' .f / f ~ REMOVE 148 I I ~ ! ~ 1 ~ ~ ~f ~ V~ ® INCIDENTAL GLEARIN~ REQUIRED FOR MINOR DISCREPANCIES IN GRADE REMOVE 148 L,P. OP REMOVE EXISTING 1,; ~ ~ ~ ; , , r . ~ \ ~~F`~. ~ UTILITY INSTALLATIONS, EROSION CONTROL MEASURES, ETC.
BE REMOVED (TYP,) INV- 0~ 4F \ EXISTING IMPO ~ _.aN~,~-740.21 A-~" ~ NTCR T { , . ! • ,MITTEN STORM PIPE ~ ~'r"`j • . t EXISTING IMPORTANT / 1 ~
~ ~ ~ r , ~r ~ r ~ ~ INTEREv~ITTENT STR e~ ' vl ; l 1 ` ~ f ` ' ~ " _ CO OR HAL Di8 E EXISTING PO BUiLDONG #2 AND r. ~~~~I~ORTANT ~ 11, S L LE ( )
, . ~ ~ , ~ ~ f ~ , REMOVE EXISTING ~ ~ . --r ' -r TERMITTENT ~ STOCKPILE MATERIALS, POR RE-USE BY OWNER ON SITE IN LOCATION ~ - ' ~ ~ ~ / , - ~ DETERMINED BY OWNER. ~ . r r
~ -,-„Y Y • I O EXISTING PfPE CONCRETEr SPILLWAY ' f: \ y.r.`,~ r _ - - ~ . v ~ Drawn By S, Nirs~h
Y~~r I - ~ TO REMAIN _ - - . Yom., REMOVE EXISTING ~ , ,y • 1,--~; _ ` y>.;/; ° .rte , , , - .;s _ ~ ed By. (Ashbaugh
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® 7112 STL PIP _ 1, r f gAMgpp qE,- - EXISTING SIGN EXISTING ITEMS TO BE REMOVED - - a - he ked $ :;-LIMITS OF THEE ~ ~ C y: J. Ashbaugh
V INACCESSABLE EXISTING POND 4 SPILLW~ EIP EXISTING IRON PIN ~_CLEARING, (TYP.}
TC --;t EXISTING TREES TO BE CLEARED Date: 10.01.08 Xz EXISTING LIGHT POLE
EXTG, ® EXISTING TREES t x 36 s r0 BE CLEARED ~ ~ r l [Q} 1 ® 4
' _ ....s EXISTING TREES TO _ ....s _ :E - Cf ~SV RJW RIGHT-OF-WAY SAWCUT LINE
® EXISTING TREES ~ t TO REMAIN BE CLEARED _.25,.. ~1"C4~~ Revisions: `a _ G~ R'., i•
f EXISTING ` • E~ HC ACCESSIBLE SPACE = _ = = = EXISTING CURB AND GUTTER ' \ "I O 07.07.09 ISSUED FOR TRC REVIEW
LIMITS OF TREE rA,, WOODD AREA r J 35 E3UFh ER v~ ` _ - PROPERTY LINE 09.02.09 ISSUED FOR TRC REVIEW
' CLEARING, (TYP.) (TO REMAIN IIJPO UNDISTURBED} =1NTEF IIviPORTAI~T X. 50% EXISTING TREE TO REMAIN 7 ININTERMITTENT STkFAM IMPI RV10ttS;,•-
SPILLWAY EXISTING FENCE
i EXISTING SPECIMAN TREE TO REMAIN TCA- v EXISTING TREE TO BE REMOVED -----UE- EXISTING UNDERGROUND ELECTRIC LINE r r f
/ s (MINIMIZE DISTURBANCE
® 30 NEAR ROOT ZONE) 4 COMBINATION TEMPORARY / v v v EXISTING FIRE HYDRANT -OE EXISTING OVERHEAD POWER LINE
! 11 / SILT FENCE/TREE % (gwv EXISTING WATER VALVE ----T EXISTING UNDERGROUND TELEPHONE LINE
7 1 r~ x PROTECTION FENCE, SEE
~r DET. 1/L-6.1 5' DMUE S ®wm EXISTING WATER METER -SS EXISTING SANITARY SEWER LINE
-W EXISTING WATER LINE
i (&Gy EXISTING GAS VALVE
\ 0 G EXISTING GAS LINE OGM EXISTING GAS METER
a EXISTING CONTOUR LINE
JA \ O _ LIMITS OF TREE CONSERVATION . NATION EXISTING SEWER MANHOLE Sheet Title:
AREA, (YP.), SEE SHEET fl _ / 1 l r L-5.0 FOR FURTHER DETAI 5 r \ - \ +720.3 EXISTING SPOT ELEVATION TAI E`5 EXISTING STORM MANHOLE
t CA 4 ~ f E1 EXISTING DRAINAGE STRUCTURE
r - - / r \ EXISTING UTILITY POLE co p EXISTING GLEAN('XIT XISt1i1 Conditions/
to w 4 IC
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~ iCA LIITS OF / I,.WETLAND, P. t PITS AN \ East
HOLES NOTED TREE CONSERVATION AREA (TCA) LIMITS
o ~a /r/~ N THIS ARE r 0t' yu~. / / y
TCA TREE CONSERVATION AREA NOTE;
=E SHEET L-1.0 R TREE PRESERVATION ALL THE NECE55ARY APPROVALS HAVE BEEN
a SEE SHEET
NOTES AND r. / pS AND EE SERVA1I0N OBTAINED FROM THE STATE AND CORPS FOR Sheet No:
TEA t EXISTING WEfiLAN~7S . / CONSTRUCT s' 1 TO REMAIN f . , ONSTRUCTION SEC C ANY WETLAND DI5TU R BANG E AN[)/OR 5TR EAM
l ~ ~ r' 1 ° ~ _ UNDISTURBED . F 1 , . 40 0 20 40 80 Lm I CRO55ING OR DISTURBANCE
v EXISTING 1 11 =40~
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2832 ~ • ~ 30 1v 111 ~ 0 1 ~ 03 v 'v1 `~l 'v0®0 ~
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~ ° • • . . ~ BRIDGE 3 SEPARATE SPANS 130' ~ I t , ® Op l 0
2848 ~ ~ TOTAL LENGTH SEE SPECIFIA110N5 2848 ® ~ ' ~ { s `®o ~ \ \ \
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2827 (ALTERNATE #3) f~ i v `~v 1v1 v ~ ~ ~ ~ boo ~ ~ W. Morehead Street
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SHIRLEY 109-R,HUMNE MILL RD 1 RD# 050101890043600027 I f~ r .w X sM6'wuama~®eeusW4------ R4a11 i?~~ 8
8 " Date: 10.01.08 ~ I (J ~ r B ~ ° NNA'pW ~s~ ~sn as qs .
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r j1N t r o ~ I j m 1655 OAKLE%li ROAD i1 !i 1 WD# O 4089004360DD25 CITY 1&38-i
f f ~ RD,r05D4D16s6D436ooo4a Revisions: 0
SHIRLEY RUMLEY BROOME i -,6 OF OA~ ROAD 01NA L MCK8 & LARRY 07.07.09 ISSUED FOR TRC REVIEW
1250 RANKIN MILS. RD j ! P9;/ 050401890043800071 + 1 1 " NAWKINS a4 J~1. r Mat05040~i nvaaa 49.02.09 ISSUED FOR TRC REVIEW
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' ~ SHORT COLUMN 1 DOUBLE SWING 6. _ -3. OMIT 50~ OF INTERIOR SHELV JTERIOR SHELVING (NORTH SIDE} R/W-MON. , • _..___.___x.~--'--X--°°` "~.~~.~._,w._.-- i l - _
~ ; \ b> (Ca`4TE SWING IN _ ~ 4. LOCATE WELL PUMP EQUIPMEF ~ ~ X 1 FUrtUR6 ASPHALT ~ - UMP EQUIPMENT IN91DE BLDG.(SOUTH SIDE} LfMITS OF
r ' \ _ _ ACCESSIBLE - _ L STREET) x~---x . TRAIL (N.LC.} ' _ PLANTING YARD WETLAND, {IYP.) ni
ROUTE ~ 4-..RAIL WOOD FENCE ~ ° FUTURE WALK (N.I.G,} DASHED L#NE - b. BASE 61D p 8° STREET r- i
( _ ( ) WW FENCE i' . . • ~
_ DW-1 Sim uM~ x ' x ROPOSED GATE; ARGH. ''2~ ~ 940.51 ~ - ~ 85° 22 42 E F R A EE ARCH, _ ~ EXi~TING ~ ~ i EXISTING FENCE j / . WOODED REA ' ® W. Morehead Street
TERNATE N0. fi ~ - EX#S11NG FENCE END N x DWC'`a, 0 DET #L5 ._..._._.___----e___ : SHORT GOLUMhI ~ ~ ; ! ~ q' FRONT 5ET8AC
~ , ..--~'°°-x PROPO~aED GREENHOUSE ~aEE 250~ SIGHT LlN~ r - )uSE, SEE ~ , . t , ~ ``~i Charlotte, NC 28208
_ - = - - ° ~ ~ PROPOSEq ARCH. DWGS. FOR DETAILS SIDEWALK (TYf'.} b. _ _ _ - - _ ~ ~s, ~ ALTERNATE NO. 1 TRASH ~
' ° _ - - s - - 1~~' 7 SHORT COLUMN (BY OWNER, COVERED z~:_- o a~K _ N- ~ PROPOSED F I ~ ~ ~ EXISTING WETLAN08~ ~ ~ 0 ~ ; i Landscape Architecture PROP05E0 FENCE/GATE, SEE , . TO REMAIN . . ' i
r-° ,hr s. _ EuTU~E w ~ , cn GRILL ( ° ORP POSED C~RDEN ~y~~, _ ARGH. DWGS ARCH. DWGS. F R DETAILS I ~ . / / / i Site Plannin UNDISTURBED ~
SHELTER,(TYP,} SEE ARCH. , ~ ~ t ~ i/ i . . . ~ ~ Civil En ineerin ~ ~ ® ~ ~
r ~ 8 4-RAIL WOOD FENCE ~ ~ , DWGS. FOR DETA#LS OLLARDS 4 8 PROP S D ~ Q ! b. (EASE BID) rn b, ' O E -PRaPOSED STO .o r-- ~ , ~ • ~ . ~ _ - www.sitesoiutions a.com
y' ' ~ , , ~ 14 - ~ .5 ~ ~ . SHEDS,(TYP.) SHEDS,~TYP.} SEE ARCH> X ~ ~ o i
° 9~~ PLAY CURB 7 b. ~-s,~ ~ ,4 ~ 15 ~ , ; ~ : ~ . " DWGS. FOR ID ALK ~ BY OWNER N,I>C. b. ~ .7 ~ AIB ( _ , ,,k , . c . . . ~ . _ - - i Telephone-704-521-9680 DWGS, FOR DETAILS \ ~ i . ~ ~ Facsimile-704-521-8955
C> ~~RK. RPv~P a ~.I GOf~IE ~nON r c' ELU~H ~ ~ ; r X ~ . ``'`t . . . EXISTING i
~ ( ) 5x10 LOADING 6 (5 MIN.) ° ~ / 3 {4 PA}# , " ~ ° - GARDEN PLO ~ PLAYGROUND SURFACING/ 8 q ~e AREA, SEE ~ °`C;ARDEN PLOT LINE, (Tl'P.) . ' ` . • W A i ~ , .,,o OODED REA
DRAINAGE OWNER N.LC. b, ~ ~ sR ~ ~ NOTE X15 - ~ ~ ~ ~ ~ w ro~ " / ~ \
EXisri c ~ ~ ~ ~i~ 9U i Seals: i t ~ .~Ak
1 ) 14.5 - . FUTURE ACCESSIBLE ROUTE / ~HEAbWALL ~e, ~ ~.F i TO SPRAYGROUND AREA ~ ~ ~ ~ • \ ~ Oy ~ i
1 ~Y.; T I " : ~ ASPHALT T# . ~ , . ASPHALT TRAIL TYP. b e • ~ / ~ (DASHED LINE) / / ~ S
ALTERNATE. NO. 1 - 10 ~ _ co • ~ . x ~ _ b TALL COLUMN ~ ~ ~
,e- ° u ~ 4 c b. ~ _ - ~ 15` ~ o-, ~ A,GCES.~ISLE _ 12 1 TIMBER 1 TIMBER EDGE ~ ~I ~ ~ ST
t ~ r" _ - il'F' N v1 ' aw ~ TRASH CAN ~ ~ ~ 5.1 ~ ~ ROLr~E i~ , , v 2. AT ~ 2. AT GARDEN (TYP,} . ~ 9F a i
(DASHED LINE) ~ v ~ ( I (BY OWNER} 25'~ s v'nr~ l ~ i ~ EXISTING PDND 1
1 t ~ ~ ~ ~ ~ WATER LEVEL 752.6 ~ , ~ i ~nr i E ttr r j~~j /
~ N (BY OWNER} PLAY I _ xaw _ ~.aa ~n ~ ! ~ i C4, ~y~ 1~ VetfC °F,. race, a>rr,: \~B. R ~4J ~iO
a~ EQUIPMENT AND j PROPOSE • TE HARDWARE SHAL VVL~ 'rW ~ • V s
~ # r r MPLY WITH NCBC ° 1 ~ - ~ ,~GOVERED 4 ASPHALT PAVING° ~ I SWINGS (NIC) GR#LL ~ ~ ~ " ~ I ~ ® ~ ' ~ ~ ® AL ~ ~
, LIGHT DUTY ~ VOL. 1 Y C{ (1YP.} j ~ e ACCE~IBLE ~ i ~ ! i ~~s~ ~ w
~ ~ 4-RA#L WOOD FENCE / \ ' 1 1M t ~ (BASE BID} ~ EXISTING POND ? 15 UNDISTURBED ~ PROPOSED DECORATiUE SCREEN ROUTE TO ~ I ~ r~ ~ ~ 4 ~ ! . . ~
BENCH BY OWNS WATER LEVEL 7613. ~ . ~ BUFFER # GONGR~ FISHING VVV~ ~ ~ ~f yrt~ pj ~ i R ~ VI!~ I GONGR ~
ALTERNATE N0. 1 SIDEWALK WITH 14 ( I WALL,(HVAC AND PROPANE), SEE zJ 7 SHORT COLUMN CONCRETE PAD BY NON~JURISD#CTIONAL} 3 ~ACGESSIBLE SI ARCH, DWGS. FOR DETAILS b• SIDEWA TURN DOWN EDGE b. ( b t (Df+~HED LINO ~ ~ r~~R(. 4~,• P~ . ~ 1 b• SIDEWALK (TYP,} err ~ ~~a~ ~ ALTERACATE NO. 2 rrrerrrntia
CONTRACTORS` STRIPING/RAMP z° b• (BY CONTRACTOR} ) 0... ~ ~ ~ . AERATION FOUNTAIN k.:~~
~ 1 PROPOSED GARDEN WASH HOUSE, "~.~,-~-,.~r~^~'?~'`~'' 3 AGCE88181E SIGIVRGE SEE ARCH. [~tGS. FOR DETA#La ` i I ~ SEE SHEET IR-1.0, (TYP.)
I BENCH (4) BENGH(4}, BY OWNER ' ~ ~ S,Z STRIPING - BENCH (4} AND ~ i ~ i
TRASH CAN r TRASH CANS I FISHING DOCK ~ BY OWNER i i
~ ~ I BEGIN ASPHALT TRAIL MEET BY OWNER ' ~ AND MATCH EXISTING WALK b. ~ 1 i 1 ~ i
~ r ~ 1 ~
'a' i 8 4-RAIL WOOD FENCE 1 x , l' I N i EXISTING ~ i WOODED AREA l
uQ.. r o b. (BASE BID) ~ ` s• ~J z a} i / ~ , POND LIMIT ~ / i
' `X . / ~ LINE (TYP.) i
~ BENCH (BY OWNER} \ d' 2 1 6 CURB ~ 1 CONCRETE PAD WITH 5'x5' \ ' r ~ b• AND GUTTER (Tl'P.) EXISTING ~ , ARP I ~ i
0 ~ CONC, PAD FOR AGGE8516LE X 38~ WOODED AREA ~ / P`I~~ r' _ ~ ~ r~R ~ to
= w U R OUF~E` ' SEATING (BY CONTRACTO } i MqX ~ Xt`' C~' ~ i
C I ~ Eli ~ ~ ' , X W ~ • ts) i
~ ~ S Z N l . ~ , i
~ ~ 1 o z ~ .4•` ._._._..~._._._._._._.l. ~ i
6 ~ EXISTING EXISTING C f I• 1 ~ i I ~ i I ~ i ! _
WOODED AREA WOODED AREA ~ X' ASPHALT TRAIL TYP. b ~ i
~ ~ / l b. ~ i f~3
yd. CONCRETE E r ~
~ SIDEWALK (TYP,) b. z l r' ~ t i
o ~ EDGE OF / l ~ ~ ~ i Ste.
~ ~ ~ BENCH BY OWNER ~ MULT!-PURPOSE ( ) 1 1 i 1 {
a. ~ CONCRETE PAD WITH 5'x5° FIELD ~ CONC. PAD FOR ACCESSIBLE ~ I / i ~ i ~ I i
l w ~ SEATING (BY CONTRACTOR) ~ ~ ~ ~ ~ i I / I
~ ~ ~ FUTURE TRAIL (N.LC.) ~ f ~ ~ i . / I
~ EXiST1NG ~ ~ i WOODED AREA ~ ~ O . -,.i
I ~ 7 ~
o ~ / i ° I ~ .
l ~ I ° ~
BEGIN WORK ° _ _ ~ ~ _ ~ l a~°~ w
a ° ^ 21.1' A ~ \ \ {4.a4) _ _ { vc. W#DTH n ~ ~ cal • ~w 41
_ ) PE c PLAN _ _ 1NG YARD y- _ - ~ ~ l ~ v, i
. - l r7 ~ _ ~ ~ e~. i I ~ ~
EIP w/cap ~''~----....X ~ _ - - - - - - - ~o ~ ~ / l i® ~ ~ i ~ EXISTING POND 2
(240.81) , ~ ~ ~ ti l ~ WATER LEVEL 742.2' ~ i ~ _ _ ~ ~ ~ BEGIN ASPHALT i
EIP 0.20' N x WW ~ ENCE { EIP w ca ~ p ~ ~ ~ ~ ~ ~ f TRAIL I i , ,
x ~ i ~Ili1n ~ ~ ~ ~ a. ~ i ~ ~ ~ ~ ~
1 ~ ~ ~ ~ ~ i ~ \ - i
Q ! N 85'O6`0 °"°X {$14.15') nr 0"+N 10 , in • ~ w ~ r ~ i
SNIRLEEN FOSTER 54.76 ( X x Q ~ ~ I i
I 1262 RANKIN MILL RD ~ i 4' / WW FENCE V t~ f i
PID~ 050401890043600021 I ~ / ~ ~ i
I x VA I ~ ~ i
DONALD F`. BROWN ~c I ~
HUTSEIN N. BROWN o I ~ ~ ~ , ~ i
~ _ 1256 RANKIN MILL RD , _ I _ _ _ 01890043600017 0 i
_ I PID~ 0504 ~ ~ ~ , i
o ~ . ~ i
/ ~ 1 l ® ~l ®
I EXISTING POND ~ ~ ~ EXISTING POND LIMCCS i
WATER LEVEL 749.4' ~ ~ , ~I\ ~ i
J U1 ~ i FUTURE WETLAND ~ ~ ~ i
7 NTERPRETIVE AREA ~ i
N,I,C,} l i ~ i
/
I ~ ~ r
. ~ i ~ Pra•ett No: 232b • i )
1/4M W1 IIV~ I SU IMRY pRe-DRILL>:D trrplcA~.) i
GOUNT~R3INK 1/2" REQ°D ATHLETIC REQ`D MALL PICNIC REQ`D LARGE PICNIC REQ'D TOOL ° ° ;EQ D TOOL REQ D GREENHOUSE TOTAL REQ D TOTAL SPACES ~ i Drawn By: S. Nirsrh
8xb TREATED TIMBER FIELD SPACES SHELTER SPACES SHELTER SPACES SHED SPACES INFO SPACES SPACES SPACES PROVIDED ~ EXISTING POND 3 i _ 1 ~ ~ ~ ~ WATER LEVEL 741.5' ~ DeSigneB By: J. Ashbaugh
6' MINIMUM L9:t1~'N 4° IMPnRtED TOP6tIIL. _ . _ _
57 4E5
GRAVEL PAVING OR SEE SPECIFICATK?N6 E 25 4 6 0 CONC. SIDEWALK, SEE TILL GARDEN MIX THE ZONING FORMULA FOR PARKING SPACES IS 25 SPACES PER ATHLETIC :R ATHLETIC (hecked $y: J. Ashbaugh ,
PLAN FOR OCCURRENCE TO 6-7" DEPTH FIELD AND A MINIMUM OF 1 SPACE PER 300 S.F. OF BUILDING AREA 2832 Camp Barton ~ 5 AREA
Maintop 0e 1' RIVER SAND AMP BURTON RD. Camp i Date: 10.01.08
cfl FINISH GRADE i 2825 FUTURE F15HING i ~
ci ---a_ cv cv I Fir tY 000000000 0 0 DOCK (N,I.C,) i w i U r
°00 00000eY0 ° SC.,. 0 0 000U0-0o SEES ET L-2.2 FOR SITE LEGEND 1 Revisions: E z
KEELEY RD. _-i I E 2830 j I,,. ® 01.01.04 ISSUED FOR tRC ftEV1EV4
pe 04.02.09 ISSUED FOR TRC REVIEW
i - GRADE TO SUBGRADE 1 - ALTERNATE NO, 2 1 09.11.04 REVISIONS PER NCDOT
BEFORE ADDING GARDEN MIX 1 AERATION FOUNTAIN
#4X2- 2 REBAR AT 4 MAX. .0 1 5EE SHEET IR_1.0, (TYP.)
SITE 2829 MIRAFI 14ON FABRIC INTERVALS 1' FROM EACH END
m 2832 COMPACTED OU56RADE i 1
Q 2770 1 0 BENCH (BY OWNER) d/ i s.
a m / HUFFINE MILL RD. lom. GRAVEL PAD (BY
CONTRACTOR FIELD P 1 LOCATE WITH ARCHITECT
a 2848 2848 1. SEE SPECIFICATIONS FOR SOIL MIX AND GRAVEL TYPE. 0 c~
® \ 2. ALL WOOD SHALL BE PRESSURE TREATED WITH 2827 CHROMATED COPPER ARSENATE 0 NET RETENTION o* i
OF 0,40 LBS/C.F. WOOD SHALL BE DRIED ~ -sao ILoo~}
AFTER TREATMENT. i
d 3. JOINT GAP NOT TO EXCEED 1 /4u. VICINITY A 1 i BOARDWALK 5 o ~ Sheet Title:
0 Q GRAVEL TRAIL TYP. 5 w 6 o i g F / o i
r a t o e r e N ;n p S o' i
h N T.S. W w Site
x Plan
a DONALD F. BROWN
tll H W HUTSEIN H. BROWN j _ ~ ~
N m 1256 RANKIN MILL RD West /
Q U PID 050401890043600017i
N fn
~ r 07
C 3 m ~r , f Sheet No:
0 's
`m 2 a + EKING WETLANDS. . . . . ; TO REMAIN . . . . . . r :
m 0 a 40 0 20 40 80 cn UNDIS-TTURB ..ED if g
m ro - I
ID Y / .
N m I r '~o Q I

~v v ,r' EXI571NG TREES l ~ /'r PRE-ENGINEERED OPEN
2832 Cam~sorkon MainEcnaace / -MQN. W-MQN> TO REMAIN ,,s STRUCTURE, SEE ARCH DWGS,
AMP BURTflN RD. camp 2825 PROPQSED pRIVEWAY ~NC~ (ALTERNATE NO. 5} G~e~;~% , ~N~ F PROPOSED MAINTENANCE
ASPHALT TO ASPHALT ~~~:='r ~ BUILDING 5EE ARCH. DWGS.
CONNECTION ~4 J g0 5 r ' 2 rrr FOR DETAILS ALTERNATE NO, 5 ( )
~ KEELEY RD. ~ PROPOSED PROPANE TANK, / r% 'r ~ % - 5EE ARCH. DdJGS. FOR
2 2830 ~ ~ ~ ~Q = ~ ,r' ;r' EXI~aT NG FENCE ~ ~ (ALTERNATE NO. 5) , ~ . DETAILS
~ --ALTERNATE NO. 1 f-~'' ~ r r TO REMAIN L P I 5 _ • y ; ° GRAVE AVNG L .
~ SHORT COLD 7 3~N,~=~~'•. , 16' SEG114N} WOVEN WIRE b. ~ ~ ~ ~ ,
+ ~ 1----- 2 TOTAL T S NC r i ~ ~i ` , 'PENCE WITH WOOD POST (ALTERNATE NQ, 5) ! (ALTERNATE NO, 5) CHAIN LINK GATE 5 , PROPOSED HVAC UNIT}, ~ NGDOT 866,02 b.5 5EE MECH, DWGS. FOR
SITE 2829 s•-- Na 4 DIRECTIONAL (16 WIDE} ~ 3 ~
' S~GN~-, sk I ~ t / 0 `r~? 2832 ~ -k,~s: DETAILS ""~/'~S ~ ARROWS r CONCRETE SIDEWALK
2770 I ''~2'
HUFFINE MILL RD. 5~ (~1 li 3(?° WIDE VEHICUL~iR TE' (TYPICAL) (ALT~RNAT~ Nf7, 5} . ~ (ALTERNATE NO, 5) P~DESTRIA{~1 GATE 7
b• (DOUBLE SWING) CITE SWINGS IN
~ 2848 r ~~G 2848 0 / r
2827 EXISTING F CE y 4-RAIL WOOD FENCE ~ 2 3 2 0
TO REMAIN F CE - (ALTERNATE NO. 5) , - b.4 ~ ~ , , b 6° HT, CHAIN - ~ N a W. Morehead Street
- ~ ~ i~ b.5 LINK FENCE
Charlotte, SIC 2808 ~ g / (ALTERNATE NO, 5)
II IT N to / ~ 6 a~ ~ ~ 5, , PROPOSED WELL HOUSE, 51MILAR TO STORAGE Landsca Architecture
a , ~ (16 SECTION} WOVEN WIRE x x FENGE WCfH WOOD POST :N WIRE fi SHEDS. EXCEPT FOR THESE MODIFICATIONS: ~ ~ PQST, w ~ (ALTERNATE NO. ~ ~ fi ~
3'?Z x~~ x , '~0 3~ - , , ° GATE NCDOT X6.02 h~ ~ 1, SIZE 12'-4'°LxW Site Plannin 866.02 ASPHALT PAVING- 4 ~{,fin g
,G6~G r~.~''~~~ ~ ~ j ~ 'C 2. OMIT DOORS ON EAST/WEST/50UTH 51DE5 b, ~ y 6 Civil En ineerin LIGHT DUTY ~ e; ~ 3, OMIT 100% OF INTERIOR SHELVING ~ ~
li 1~ J ' " ~ ~0 ~ 1 ~r ~ EXTG. ~ 4, LOCATE WELL PUMP EQUIPMENT IN51DE w ~ ~ ~ wwwsitesolutions a.com
~ J r-- ~ GRAVEL CGS MON 92 /Py~~r w ~ IG~' ~ BLDG. P
~ u~i r ~ , e~ ' 6' Telephone-744-521-9884
~ l ~ ACCE5516LE ROUTE Facsimile-744-521-8955 N 70'1T32~E ~ ~ ~ ~
11,52' ~ . % (DASHED LINE}y ~ w
u, o, a FIRE LANE - NO PARKING"
2-~ ~ a r ~ P~ ~C~ ~ . EXISTING TANK ,r,,. j 5 r ~IC:N -24' ~ 52a1S;
1!f ~C r 4, ~ 2 STORY x N ~ (ALTERNATE N+O, ) ~ Nl ~ ~ > Q~ ~ 3 CGE~IBLL aT~lf'I FUTURE., m=
~ ~ ~ r s--~ Ca~tERT TQ ~ w ~~E x1 r kit r ~P rlouSE ® r r ,y / ASPHALT TRAIL IN ~ ¢ ~ E-758.93 ~ PARKING .l - pW_3 \?r~'f ~ / / b. Si _ (GnivC. ~i.E~aH
/ 4 FUTURE (N.LC,} P 4 EXI5T}NG 'l - S $9°55'43°`E $.T.,~g~ ~,~c ~ / ~ WITH A5 T) .,i
x EIP 1.---y" r r ~0 ~ x FENGE 5 j ~ ~ ~ j 65,2~T Rad~=12C.Q0° (ALTERNATE NQ. ~ ~
® r. ~ REMOVABLE WOOD Ib ~ p 0 7 ASPHALT PAVING- ~
~TJ RE ACCE5518LE ROUTE r ~ 4 PHALT PAVING- ~IR--- / . ~ PROPOSED WELL HOUSE, SIMILAR TO 57ORAI TO SPRAYGROUND AREA w y~ r ~ b. LIGHT pUTY SHi+pS. EXCEPT Ff}R THESE MOpIFICATi0N5. j/~ f N ~~'~3°t}9"E 84.~~° Arc- \ b. HEAVY DUTY SHADE LAR TO STORAGE ~ y~' L}9.13' >Rad 44.96
(DASHED LBNE} ~ ~ / PERMANENT WOOD BOLLARD i5 u J 4? Ks~rrt~ I 1oDIFIGATIONS; % j FUTURE ~ ~~g~~w~ [[++pp~~ggirri'rdp
'%r ~ 6 DUMPSTER PAD W 1, SIZE 12 -4 LxW _ _ _ _ _ r EXISTING (1 InAACH SIDE OF WALK) b, 2. OMIT DOORS ON EAST/WEST/SOUTH SIDE ~ ~ bt ~ VPSi~ ~ PARKING \ ,~ti »"4,~ ~ ? V
_ - ~ - ` b, SCREEN PENCE BQLLARpS _ ~ LL~ - _ _ _ _ _ - - WOODED AREA I 3, OMIT 1001x, OF INTERIOR SHELVINf iT/SOUTH 51DE5 ~ ~ ~g / , ~HELVING
- = ° BEGIN ASPHALT " 1 SEE UTILITY PLAN FOR IR / g ~ MENT INSIDE BLDG f , CONTINUATION OF FIRE , AL
- _ - - - - - - - ° ~ B3 CONCRETE 4, LOCATE WELL PUMP EQUIPMENT 1NSIpE e - PAVING ,R,. ~ ASPHALT TRAIL TYP, b b. PLUME#2 / \ ~ a / LANE PAVING p~6926 ~ ~ 17 ASPHALT PAVING- J
M b• ~ x BEGIN FENCE WORK ~ b. HEAVY DUTY SHADED - ~ ~ ° v~
® FUTURE ASPHALT ~ 6 FENGE OPENING ' e~ ( ) 4 HT. BLACK ALUMINUM 'Q ,x
PLAY EDGE AND $ TRAIL (N.I.C.) FUTURE SMALL PICNIC ~ ~ T E IL I PREFINISHED PICKET GATE 'rd'~~' ~ o,,~ ~ ~e ~ ( t " I (SEE SPECS,) ~e~r~trEUtisat
M SURFACING BY OWNER N.I,C. b• SHELTER,(TYP.) GRAVEL b a ® ~ (ALTERNATE NO, 5) SCALE 1 = 40
ACGE5518LE ROUTE FUTURE TRAIL b. e k ® DASHED LINE , SPRAYGROUND SURFACE
• ( } ASPHALT ~ 38'i~ ~ "FIRE LANE NO PARKING" TO BE FLUSH WITH PATIO ~ p 51GN
~ TRAIL ~ ~ $ BLACK ORNAMENTAL
~ r ~ r . PROPOSED DECORATNE ~ ~ SCREEN WALL,(HVAC), SEE Oi ; ~ b, ALUMINUM PENCE
e ~ ~ 10 CONCRETE ARCH. DWGS, FOR DETAILS " "
~ w t ~e~ ~ ~ b, STEPS 8',~~ / / MESA SIEGE WITH
~ ~ BENCHES -~aIDE1~VALK FLUSH. WITH ~ ~ FUTURE SMALL P~MC W/HANDRAILS -a---~"'~ ~ ~ ~ STAMPED PAINT °RNER A` _ II
® SH>+LTER TYP. - _ ~ (BY OWNER} ~ ~ ~ ASPHALT DRIVE _ ~ ~ w ) ~ 2,~'~ w ~ r w t ~ ~ ~ ~ ~ ~ w ~ / BLES Uw w / /
' ~ ~ ® 4 SPLIT RAIL FENCE TO ~ ~ ! ° ~ ~ ~ b. MATCH EXISTING d d~ SYMM ICAL SCORE LINE
® ~ ~ / IN CONCRETE (TYPICAL} ~ PROPOSED WELL HOUSE,
®Z ~ ~ BEGIN ~a , , SEE UTILITY PLAN/GRADING / ~ (BASE BID)
, s r~TC ASPHALT Z \ 12 a> r ' / ~ 5P H Z NE PLAN FOR ADDITIONAL WELL ; G ,f J 0
® 4- 3 CONCRETE s / ~ ~ DASHED TYP, HOUSE iN THIS LOCATIQN ( ) - L
~ ~ ~ 6.3 RAMP W/ ® ~ HANDRAILS ~'R
~ ~ 5' r~ 9 12 PAINTED CROSSWALK ~ ~ 1 ~ / , 1 w~aa ~
~ ~ LANDING, ,a.~ . ~ FUTUR ASPHALT (BY OWNER} ~ ~ b. (TYPICAL} . ~ / Vas TI0.N. &1RREL
~ E (POTS} ~ ~ IL ~ SWINGS/PLAYGRQUNp cn.;~~ (TYP.) 8 / /si i \
~ EQUIPMENT N,I.C, , 3 ~ ~ ~ 3 ACCESSIBLE STRIPING/ s ~ ~ ' / ~ d
~ ~ N PH L ~ ~ ~ ~ 6' ~ ; , ;q' b. SI /(21 ~ FLUSH CURB)RAMP ~ O , BEC AS A T / % / `~/~p ~ ~ y ~ i ~ V ~ i t . ~ f
~ BEGIN ASPHALT CONCRETE RAMP 3 ~ ~ 10 ~ / _ ~ ~ / r ~ ~ 1 C S.e
w/ HANDRAILS b. ~ F f ~ ~ j ~ r PLAY CURB IQ ~ ® ~ r ~ f \ ~ ~ wue a~x,avcwcs aae` / ~ wetswam / J
d? ~ ~ ~ F (AGAINST ASPHALT TRAIL} f ~ ~ 2 • ~ ~ ~ ~ ~
~ ~ ~ ~ 1~, ~ ~ ~ ~ ASPHALT TRAIL 8Y OWNER N.LC, ~ ~ ~ ~Q~ ~ . SPHALT TRAIL TYP. 6 ~ , ~ ~ : ~ _ ~
,y>dr° ~ ~ ~ ~ ' FUTURE CONCRETE SIDEWALK E~ ~ - ~ I- s, _ ~ ' / ~ c~ J / , b. ~ r ~ p~pp9.W ~ /,G ~ / , / > mss" ~ > / ~
- i \ ~ 1
~y~,~,,~ p qtr i~ ~ i 9 l ~ , ~ ~ / _ , ~ , l~ i ~ (7 y~ W118 \ fYJli • , ~p..:,•'S~YfA04 / WP UGF Arm
5 GRAVEL TRAIL , ~ ~1 o ~ ~ ~ ~ ` ` ~ Q~' 1 , BASE BID FOUNTAIN ~ ~ ~ 't' ~ ~
b. - l~~ ~ g i ~ BAS ~ ~ ..l»~' _ ~ ~ _ ~ ~ SEE . r ~ _ 0 ~ ! PROVIDED PAVED ~ ~ ~ Y - ~ ` _ r ~ SEE SHEET IR 1, c ACGE55 TO WELL HOUSE s / ~ ' - ~ ~ AREA
~ ' - X. ® GONCRETE STEPS 10 `n ~ fj , , ; , ~ fir,, ~ ` r° ~ ~ ~ .r
® b. z~~ ~ ~ t ~ J. ~ TRASH GAN (BY OWNER} W/HANDRAILS ("fl'P,) , i~~ _ , J' 4~ OWNER} ~ ~ -p to >r / ~ ~ ~ ~ ~ w„a ~ ~ .,1 ~ fq i ~ ~ ~ J ~a~wras~
N.LC. TYPICAL R7 l ( } NC. SIDEI~ALK PLUSH ' / ~ sn k , - I ~ S.. ~ ~ t ~,e ~ E ~ Q~
' ® ,~'~'~`r~ Ud ASPHALT ~ PICNIC TABLES, T11'. EXISTING / / i TYP. M ~ o fi ~ ~ ~ , ~ : ~ , / ~
` I SEE SPECIFlCATIQNS ~ WOODED AREA CO BETE 13 • ~ ~ NC ?N5 o v, ~4mi ~ ®w~o ~ ~ ~ / ~ ~ ~ PROPOSED DECQRATNE ~ ~ TRASH CAN5 BY ® t/?
® i ~ EXISTING FLUME#1 b• ~ l 5CREEN WALL,(CAN WASH}, ~ CONTRACTOR (TYP,} ~ ~
FUTURE LARGE PICNIC WOODED AREA ~ % ® x ACCE5518LE f PAVILIQN,(TYP,} ROUTE W 1 5EE ARCH, DWGS. FOR ~ FOR SPRAYGROUND ~ ~ a / / mma ~ ! DETAILS / , j ONLY (SEE SPECS.)
(pASHED LINE) ,I J4 ~ 1 g
/ ~ I E ICAL SCORE LINE Sm ®~``5 • , ~ PICNIC TABLE WITH ROUND, SEE j 1~ IN CONCRETE (TYPICAL} UMBRELLA, (TYP,}
® 6' - „ J~ PROPOSEp 5PRAYGROUND, SEE ~ 0 6 CURB GATE HARpWARE 1 ~ ~ ENLARGEMENT THIS SHEET SHEET ` / (ALTERNATE NO. 4} BY CONTRACTOR
ANq C-UTTER TYP, b• SHALL COMPLY WITH ( } BEGIN 1 i.. { . FQR SPRAYGRQUNO
NCBC VOL. 1-C f ® ASPHALT / . CONCRETE SIDEWALK I TRAIL f NEW POND LIMITS 1 4 NT. BLACK ALUMINUM QNLY 5EE SPECS.
3. ~ r' (TYPIGAL) b. Rprc P K ( } ~ ~ PREFINISHED IC ET GATE (SEE SPECS,} " ®m.
~ AREA RNER STONE TEXTURE (TYP.}
INFORMATION KIOSK r - J ® . ~ BY CONTRACTOR, SEE • ` \ 5PRRY FEATURE (TYP,} 5EE SPRAYGROUND EMBOSSING SKIN CONCRETE
,l TRASH CAN (BY OWNER) SPECIFICATIONS ~ SEE SHEET L-2.0 FOR DWGS, FQR CONTINUATION =QR ~
~ N.I.C, (TYPICAL) ~ ~ ° ~ ~ " / BRIDGE (ALTERNATE#3} ~3} - COLOR CONCRETE "CHALK BLUE' COLORED
f ~ PROPOSEp SPRAYGROUNp..,~, SPRAYGROUND SURFACE CONCRETE LIGHT BLUE ( )
ASPHALT TRAIL TYP. b RESTROOM, SEE ARCH. ~ ~ , ® b. ~ i ' (SEE SPECS,} NOTE: LIMITS ARE
® ~ • TyiNGS. POR CONSTRUCTION ,,r k SOUTH AND EAST BUILDING FASGADE ~aDENIM BLUE° CONCRETE WITH P ~ GOLQR HARDNER (DARK BLUE}
I a BENCH(BY OWNER ASPHALT PAD i' , ~ , ? ® (BY CONTRACTOR) COORDINATE ~ II "
I ~ FIELD LOCATION WITH ARCHITECT '3~ , / PICNIC TABLE WITH LILY PAD TOUCAN GREEN
~ + 0~'i ~ ~ BASE BID FOUNTAIN, • ~ CONCRETE WITH TINTURA STAIN ,s UMBRELLA, (TYP,) 1 . I BY CONTRACTOR,
~ s ~ ~ ' SEE SHEET IR-1.0 ~ 35 BUFFER (BASE BID} FOR SPRAYGROUND "MESA BEIGE" INTEGRAL
- ~ MAX. 50~ ° ~ / 4 _ _ _ IMPERVfO SPLIT RAIL PENCE , QNLY (5EE 5PEG5,} COLOR CONCRETE WITH
X05 , I BI ii ~ l 1(GR E E STAMPED CRITFER FOOTPRINTS
4~ ~ ~ , ' I CONCRETE PAD ~ ' ~ ~ (#RE-CIRCULATING SYSTEM*) SCALE 1" = 2Q°
~ 1 , o ~p TNT k QR A GONTRAGTQR SHALL PROVIDE ALL SAWCUTTING, Pro'ect Na; 2326 l
IIt ~ / . ' ~ ,INTERMITTENT ~ FORMING MULTIPLE POURS REQUIRED
` _ _ ~ ® STREAM CONTRACTOR SHALL PROVIDE, AND INSTALL A STENCILING, SAND BLASTING, JOINTING, FINISHING Drawn B : S. Hirsch + ~ ~ AND WHATEVER LABOR 15 NEEDED TO ACHIEVE Y
CQMPLETELY FUNCTIONING TURNKEY SPRAYGROUND ~T T
i• rV SYSTEM. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS DESIGN CONCEPT, DesiQnedBy: l.ashbaugh
EXISTING POND SBA FOK ENIIKE 5Y51EM lU AKGHIIEG"I FUK ArrKUVAL 1. DIMENSIONS AND COORDINATE POINTS ARE TO FACE OF CURB, EDGE
PRIOR TO INSTALLATION. PLANS SHALL INCLUDE ALL OF PAVEMENT, OR CORNER OF BUILDING UNLESS OTHERWISE NOTED.
1 till d-- EL i WIRING, PIPING, PUMPING, CONTROLLERS, SLEEVING, Checked By: 1.Ashbaugh CNr N • _ .
STONE-LINED RECIRCULATING SYSTEM, FILTER SYSTEM AND WHATEVER 2, ALL IMPROVEMENTS AND CONSTRUCTION SHALL BE IN ACCORDANCE . . pXI6~NC.. _ - , . - • " / IS DEEMED NECESSARY FOR THE SPRAYGROUND 5Y5TTrM WITH STATE AND LOCAL STANDARDS. Date: 10.01.08
.0100 EXTG. • ~ FUTURE COVERED DOCK 36° GAK • BED TO FUNCTION PROPERLY. . 15, UNDIs 0 3. ANY DISCREPANCIES FOUND IN THE FIELD SHALL. BE CALLED TO THE
UFFER, ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. NOTE
441 .001 000, INCLUDE ALL DECORATIVE SURFACING WORK AND Revisions: ` • ' _ ~G 4. PRIOR TO BEGINNING CONSTRUCTION, THE GENERAL CONTRACTOR
• I FISHING DOCK EXISTING POND LIMITS 000' EXISTING - ASYMMETRICAL JOINT PATTERN IN ALTERNATE NO. 4 SHALL OBTAIN ALL REQUIRED PERMITS AND APPROVALS FROM ALL 01.0IA4 ISSUED fOR TRt REVIEW
® d WOODED AREA BASE BID WORK CONSISTS OF CONCRETE PAD AND d " FEIN "-1 AUTHORITIES. -'`35 E3UF ~ SYMMETRICAL JOINT PATTERN REGULATORY 04.02.09 ISSUED fORTRtREVIEW
I / -•-,-INTER • IMPORTANT MAX. 50% 5. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF --INTERMITTENT STREAM IMPERVIO - 1 ADDENDA #1 10.19.09
ALTERNATE NO. 2 SPILLWAY d x o • ~ ,w I ,.,.,f . f EASEMENTS, UTILITIES AND RIGHT-OF-WAYS, PUBLIC AND PRIVATE, PRIOR TO WORKING IN THESE AREAS.
• AERATION FOUNTAIN BASE BID . r' • - AERATION FOUNTAIN / r (BASE BID) PROPOSED TREELINE
SEE SHEET IR-1.0, (TYP.) SEE SHEET IR-1.0TYP. RETAINING WALL TYP. 7 AFTER CLEARING TYP. 6. GENERAL CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER 50
LEE THAT WORKMEN AND THE PUBLIC SHALL BE PROTECTED FROM INJURY.
• ~r 7. DO NOT SCALE DRAWING FOR ACTUAL DIMENSIONS, AS IT IS A
'a ' e I ASPHALT TRAIL TYP, 6 EXISTING SIGN EXISTING TREE TO REMAIN REPRODUCTION AND SUBJECT TO DISTORTION.
W J ~J , 6. ALL SIGNS, PAVEMENT MARKING AND OTHER TRAFFIC CONTROL EIP EXISTING IRON PIN DEVICES SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL
o • ~ .4.,..a ~0 1.
N 100 EXISTING LIGHT POLE EXISTING CURB AND GUTTER DEVICES(MUTCD), 2003 EDITION AS AMENDED. xrr
DMUE '0 15 Q PROPOSED CURB AND GUTTER 9. ALL PAVEMENT MARKING SHALL BE FOUR (4) INCHES WIDE UNLESS EXISTING FIRE HYDRANT
N BUS D PROPERTY LINE INDICATED OTHERWISE ON THE DRAWINGS.
1 acv EXISTING UTILITY POLE CENTERLINE 10. CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKING Sheet Title:
N c(o AS SHOWN ON THE PLANS.
X- EXISTING FENCE PROPOSED GRAVEL TRAIL 11. CONTRACTOR SHALL SAW-CUT EXISTING ASPHALT PAVEMENT AREAS
EXISTING POND LIMITS TO TIE IN SMOOTHLY TO PROPOSED PAVEMENT AT DRIVEWAY -----UE ° EXISTING UNDERGROUND ELECTRIC LINE ENTRANCES.
w • I Site e
HEAVY DUTY CONCRETE PAVING 12, REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING DIMENSIONS. -OE EXISTING OVERHEAD POWER LINE an
• b r BARKING SUMMARY 13. THE DESIGNER WILL PROVIDE THE CONTRACTOR WITH AN ELECTRONIC
w • I I LIMITS\O- X RE5TROOM BLDG REQ'D LARGE PICNIC REQDD SMALL PICNIC REQDD SPRAYGROUND REQ'D MAINTENANCE TOTAL REM) TOI h!. REQ D TOTAL SPACES R/W RIGHT-OF-WAY LIGHT DUTY ASPHALT PAVING FILE OF THESE DRAWINGS UPON REQUEST, East
~ IN- WETS N • i' F , . . SPACES REQ D SHELTER SPACES(FUTURE) SHELTER SPACES SPACES BLDG. SPACES SPACES PR( CE5 PROVIDED HC ACCESSIBLE SPACE 14. DUMPSTER SCREEN MUST BE INSTALLED AND INSPECTED PRIOR TO
• T........... 9 3 4 0 0 16 HEAVY DUTY ASPHALT PAVING THE ISSUANCE OF A CO FOR THIS PROJECT. 16 74
N~ 15. THE 5'x10' LEVEL PASSENGER LOADING ZONE SHOWN AT COMMUNITY
ry • 1 ` ~ Q~ . -BOARDWALK 5 . THE ZONING FORMULA FOR PARKING SPACES IS m \ \ / b; • 1 SPACE PER 300 S.F. OF BUILDING AREA ® PROPOSED BENCH GARDEN PARKING LOT AND DRIVE IN FRONT OF LOADING ZONE 15 TO PROPOSED CHAIN LINK FENCE HAVE A MAX. 2% SLOPE IN ALL DIRECTIONS INCLUDING THE DIAGONAL.
3 ° \ \ FUTURE TRAIL N.I,C. Sheet No:
PROPOSED TREELINE AFTER CLEARING 12 # OF PARKING SPACES
a ~ \ . . . .EXIST"
O 0 ,i~ \ \ 1 EXISTING WETLAND AREA OTC PROPOSED TRASH CAN 40 0 20 40 80
EXISTING 1 ` =401
y WOODED AREA \

t
232 ~ Camp B~etan Maintenance
AMP BURTON RT). Camp 2825 -
2 a ~
CtJ STUCTIt~ SE 4JE CE. ~y ~14'~' ~ KEELEY RD. ~
~ ~ 2830 ~ 1 A. COI'ITAGf L/~ QUN.Bt'~ TINY IBC Dom. ~
B. VERIFY PLAN APPROVAL AND OTHER APPLICABLE PERMITS HAVE BEEN APPROVED.
. / ~ G, HOLD APRE-CONBTTRItCTION CONFERENCE WrfH THE OR, JO$ SUPERINTENDENT, AND EROSION r - ~__i -
~ ~ CONTROL OFFICIAL, ( ~ ~ ~ ~ SITE 2829
D. INITIATE CONSTRUCTION PER INITW.-EROSION CONTROL PLAN, FOR AREAS INDICATED ON SHEET L-3.0 L ONLY. II~iTALL CONSTRUCTION E E, SILT FENCING, AND ORANGE TREE PROTECTION FENCING; 2832 J
r ~ ' CLEARING OI~.Y AS NEC RY FOR ACCESS AND FENCE LOCATIONS. 2-77°0
1-~'' E. DRAIN PONDS 4, 5, AND 6 USING SEDIMENT TO FILTER THE WATER BEFORE IT TIiSCHARGES INTO HUFFINE MILL RD.
~ r- / ` ~ ~ 7 ~f q p ryp ~ THE CHANNEL. _`.`4-s----.J_~.~'~
/ I F. ONCE THE PONDS HAVE BEEN DRAINED, CONSTRUCT THE COFFER DAM AS MVDICATED ON SHEET L3.O 2848 ~ 2848 T ~ 2 0
1 L STRUCTION ENfRRNGE AND DETAIL #2A ON SHEET L6,5. CONSTRUCT THE ROCK DAMS BELOW THE PLUNGE POOL AND BELOW
~ -7b4 ~ ~ ! V 761,91 % ' ~ ` ~ ~ ~ 5, PC . ~ ~ 2 T1rMPORR~Y GRR~L.. ~ ? THE EXISTNdG PIPE OUTLET. PUMP WATER OUT FROM BEHMD THE COFFER DAM AS NEEDED, REiv~/E ~ 2827 i W, Morehead Street r~6 THE EXISTING 36" POND l~SCHARGE PIPE AND CONSTRUCT THE STORM OUTFACE PIPE OUIEET I ~
~ ~ ~ ~ "E ~ 2 19 ~ ! !.b CONSTRUCTION EN~"1z~NRNCE I d ~ r-s~o {~aoPl Charlotte, NC 2$248 I ~ ~ STRUCTURE, AND DAM SECTION (Lit~TS A5 INDICATED WITH NOTES ON SHEET L-3>O) FOR THE MAIN
o ~ ~5~ ,-'"w 2:01.:. ~ d I ~ SEDIMENT 9ASIN (TD THE EAEiT OF THE COFFER DAM) AS INDICATED ON SHEET L-3.0. ONCE THE NEW
OUTLET STRUCTURE AND PIPE ARE CONSTRUCTED AND THE DAM SECTION (~lER THE OUTLET PIPE IS I 1 ~ dN Landscape Architecture SEEDED AND STABIUZED, OBTAIN P£RkNSSION FROM NCDENR TO REMOVE THE COFFER DAM.
Site Planning
S"~F r' ~ r I' 1 ~ / 4 G. CONSTRUCT THE ROCK BELOW THE MINIMUM RELEASE PIPE. CO UCT 1HE REMAINDER OF THE DAM SECTION, PLUNGE POOL, AND AI.L OTHER IfEN~ PS INDICATED ON SHEET L-3.0. TEMPORARLY ~ Civil Engineering
% ~ ~f E ` CLOSE THE VALVE OF THE THE MINIMUM RELEASE PIPE TO PREVENT ANY WATER/SEDIMENT FROM P E I ~TR TI E E.
OUTEETING THRU THE3 PIPE, ONCE THE DAM FIRS BEEN CONSTRUCTED AND STABILIZED, CONTACT vvww.sitesolutionspa.cam NGDENR TO INSPECT/RPPROVE MEASURES. ONCE NCDENR HAS APPROVED FULLY CONSTRUCTED Tefep6one-704-521-9880
- SEDIMENT BASIN AS QN SHEET L-3.o, REMOVE THE ROCK DAMS THAT wERE INSTALLED AS PART CONTACT THE URBAN FORESTER AT 373-2150 TD 5ET UP A PRE CONSTRUCTION
~ OF THE INITIAL EROSION CONTROL PHASE JUST PRIOR TO THE ACTNATION OF THE SKIMMER BASIN. MEETING PRIOR TD ANY TREE DISNRBANCE, Facsimile-704-521-8455
/ ' r 1 - r ter- ` ~2 p x / ~ ,r / t , H, INSTALL OTHER STONE CONSTRUCTION ENTRANCES, TREE PROTECTION FENCING AND SILT FENCING, TREE PROTECTION DEVICES MUST BE II~iTALLED AND INSPECTED PRIOR TO ANY TREE
CLEARING ONLY AS N RY FOR AND FENCE LOCATIONS THAT REMAIN ON SHEETS L3.1 DISTURBING ACTNITY. f THRU 3.4.
4 ~ ~ STEP 1: CONTACT THE CITY URBAN FORESTER TO SET' UP APRE-CONSTRUCTION Seals: I• CLEAR AND INSTALL SEDIMENT TRAP #2, CLEARING f?NLY AS NECESSARY FOR ACCESS TO THE TRAP. MEETING PRIOR TO ANY TREE DISTURBANCE 336-373-2150. LL TR R
N INV--,59.96] ~ EXTG. ~ ~ 1 L ~ SRC} j ~ ~ ~ y, GRAVEL ~ 1 l f t \ ~ `o INSTALL TEMPORARY INLET PROTECTION, EROSION CONTROL DEVICES 4 T~'ORARY DVERSION SWALEB, ~ } A EE P OTECTION STOCKPILE USABLE CLEAN FfLI MATERW. WTTIiMJ CONSTRUCTION LIMITS AREA. MEASURES SHALL BE INSTALLER PRIOR TQ ANY TREE DISTURBING ACTlVrnEB EXCEPT
~P~~ , , , , , ~ , . ~ r ~ ~ ~ ~ u 1HQSE NEC T4 INSTALL THE TREE PROTECTION AND OR TEMPORARY 500E g
G , , S~~E , ~ / f , - ~ ~ ~ fir--~-~- ERO590N CONTROL MEASURES, THE DEVELOPER SHALL CONTACT THE URBAN FORESTER J. INSTALL DNERSX}N DITCHES AND ANY LININGS, THE DNERSION DITCHES MUST REMAIN INTACT (AND
l / r f _ MAINTAIN POSITNE DRAINAGE) UNTIL THE EROSION CONTROL PHASES ARE COMPLETE. DO NOT TO CONDUCT AN INSPECTION OF ALL TREE PROTECTION DEVICES PRIOR TQ ANY TREE
CONSTRUCT ANY TRAILS/ROADS OVER THE DVERSION DTTGHE5. SEED DITCHES IMMEDV~TELY. INSTALL DISTURBING ACTNTTIE5 EXCEPT AS NOTED ABOVE, ALC SLOPE DRAINS TO DRAIN DffCHE5 WHERE REQUIRED.
r 1 P ~ t ~r ~ w~ ,.r' ExisriNC ` TANK ~ ~ _ r' ~ ~ STEP 2: THE CITY URBAN FQRE5TER OR ENFORCEMENT OFFICER WILL CONDUCT AN ~t~tsarsrrratrd
~ ~ ~ f i ~ ti~. 2 STORY ~ / ~r t ~ ~O ~ ~ t' rr FRA1~E ~ .~-f ~ . X K. TEMP. SEED ALL NEW DENUDED AREAS FROM THE INSTALLATION OF AI+Pf NEWLY INSTALLED EROSION INTERMEDIATE SITE INSPECTION FOR ENFORCEMENT OF THE TREE PROTECTION ~r`'6 1~GAt~p f~d~if I'' GOMROL RES. REQUIREMENTS OF THE DEVELOPMENT ORDI E DF THE LIT( DF GREENSBORO. THE ®°°°Wq *s 0~
,i '`l / Q` HOUSE r ~S~J r`f f,.. i \ DEVELOPER SHALL CONTACT THE URBAN FORESTER 70 CONDUCT AN INTERMEDIATE ~ f
~ f / ~ . P y~~ ~`E-758.93 ~ _._i' ~ - i / l ~ , ~ 1. CONTACT NCDENR TO iNSPECTJAPPROVE RES. INSPECTION OF THE TREE PRESERVATION REQUIREMENTS AFTER THE SITE GRADING FIRS ~ ~ ti ~ BEEN COMPLETED BUT PRIOR TO THE INSTALLATION OF THE LANDSCAPING. gE~L °
5 M. CLEAR AND GRUB SITE, DEMO ALL ITEMS AS REQUIRED $Y DEMOLITION Pil~N (SHEETS L-1,O TO L-1.2). ~ ~ °
/ ~ r 4 f ~ ~ ~NUDED LIP~IT~/LIMITS ~ 1 ' i - f ~ ,r ! / r~~~ ,r ~ ~ C }C~TRUGTiON ~`f'~':~... / I ' ~ _ STEP 3. THE CITY URBAN FORESTER OR ENFORCEMENT OFFICER WILL CONDUCT A N. CLEAR REMAINING VEGETATION WITHIN PROJECT UMt7S IF NEEDED. FINAL 511E INSPECTION FOR ENFORCEMENT QF THE TREE PROTECTIQN REQUIREMENTS a'~
l ! ~ ~ 1 F E R R '~GPN~~. ' ''~',ti~
-.V _ ~ O. BEGIN BRINGING SITE UP TO GRADE, INSTALL ADDITIONAL INLET PROTECTION AS SItE 15 BEING BROUGHT 0 THE DEVELOPMENT ORDINANG OF THE CITY OF G EENSBD O. THE DEVELOPER ri a•.~.. ~ SHALL CONTACT THE URBAN FORE5TER TD CONDUCT A FINAL INSPECTION OF THE TREE i*,'~1~" ~r` ` UP TO GRADE AND STORM DRAINAGE ~ INSTALLED. PRESERVATION REQUIREMENTS PRIOR TO BEING ISSUED A CERTIFICATE DF OCCUPANCY. r°rhsrrrrrtl4°'~~ 0 r7~
rv ~ P. SEED AI.L DISTURBED AREAS WITH TEMPORARY OR PE ENT GEED MIXTURE AT ALL AREAS WHICH WILL ° NOT BE PAVED, GRAVELED, OR OTHERWISE UNDER GONSTRUG110N 21 DAYS AFTER FINE GRADING NO DISTURBANCE IS ALLOWED WITHIN THE TREE CDI~ERVATION AREA EXCEPT A5 NOTED
f OPERATIONS ARE COMPLETE. SEE SEEDING SCHEDULE FOR SEED TYPE, DATES, AND RATES. ON THE APPROVED P1AN OR WTfH PRIOR APPROVAL FROM THE URBAN FORESTER. THE
° TREE CONSERVRTKtN AREA INCLUDES THE CRITICAL ROOT ZONE AREA. TO RECENE Q, COMPLETE ALL CONSTRUCTION WITHIN THESE PROJECT LIMITS. CREDIT, TREES MUST BE PROTECTED FROM DIRECT AND INDIRECT ROOT, TRUNK MID
r/ CROWN DAMAGE.
R. EROSION CONTROL RES (BASINS, FENCES, DIVERSION DITCHES) DIRECTEY AFFECTED BY THIS CONTRACT SHALL BE MAINTANED/REMOVED UNDER THIS CONTRACT. DEVICES SFIALL BE MAINTAINED TO THE TREE CQNSERVATIQN AREA SHOULD BE DE51GNAlEO AS SUCH WITH ~1REE
MAX. aO% CAPACITY UNTIL AREAS THEY SERVE ARE FULLY STABILIZED, CONSERVATION AREA" SIGNS P05TED VISIBLY DN THE OUTSIDE DF THE
/ ' S. PROVIDE PERMANENT GRASSING FOR ALL DISTURBED AREAS. FENCED-Nd°AREA. SIGNS MAY NOT BE POSTED ON THE TREES,
` ' _ T. CONTACT NCDENR FOR PERMISSION 74 REMOVE EROSION CONTROL DEVICES. TREE PROTECTION FENCII~ SHALL REMNN IN PLACE UNTIE CONSTRUCIIDN 15 C(k~iPLET1r
w AND OTHER LANDSCAPING FU15 BEEN INSTALLED, AND THE CITY URBAN FORESTER DR
U. REMOVE ALL EROSION CONTROL DEVICES. SPREAD AND SEED ACCUMULATI=D 9EDIN~NT. ENFORCEMENT OFFICER H~ APPROVED ITS REMOVAL.
~ r /f i l ~ ~ ~ V. ALT. EROSION COMROL MEASURES SHALL BE IN ACCORDANCE WITH THE N,G. EROSION AND SEDIMENT NO PARKING, STORAGE, DIRT STOCKPILING, CONCRETE WASHOUT OR ANY OTHER
fi ~ / T_ . CONTROL PLMINING AND DESI(~I MANUAL, U.S. DEPT, OF AGRICULTURE, AND THE SCS ERO510N CONTROL ACTIVITIES 15 PERMITTED IN THE TREE CONSERVATION AREAS. ORDINANCE.
/ ~ a ~ t ~ ~ 1 / _ ~ ,
W. THE CONTRACTOR SFUtLI. DILIGENTLY AND GoNTlrnraUSLY MAINTAIN ALE EROSION CONTROL DEVICES AND REMOVAL DR DAMAGE TO TREES IN THE TREE CONSERVATION AREA WELL BE SUBJECT STRICTURES TO P~NIMIZE EROSION. THE CONTRACTOR SHALL M0.INTNN CLOSE CONTACT WITH THE TO THE PENAL1IE5 ESTABLISHED I ~-5-4.10 OF THE LANDSCAPING AND TREE
/ ~ G ! ~ i r ~ ~ ~ ~ ~ ~ a ~ \ \ ~ I~DENR SO THAT PERIODS INSPECTIONS CAN BE CONDUCTED AT APPROPRIATE *aTAt~E~,~ OF PRESERVATION ORDINANCE.
/ / ~ ~ ~ ~ r t I 1 q COPf3TRUC1I0N.
X. ES1~vIAlED TIME FQR COMPLETION OF Cf~iSTRUCTION f1 9 MONTTiS. ~ _ TREE PRESEVATI N TES
,r 1, ~ f _ _ - ~ ~ " "~3 f ~ ~ r t i ~ ~ i - -7 ~ s Y, UNTIL THE PROJECT IS COMPLETE THE SITE ~ STABILIZED AND 1HE EROSION CONTROL BA31N Fi NO ,
~ ~ ~ t ~ t , ~ ~ ~ l LONGER REQUIRED; CLOSE MAIN POND DRAIN TD Ik~'OUND WATER. AFTER POND WATER LEVEL REACHES 1. ALL 1REE PRDIECIION DEVICES MUST BE INSTALLED PRIOR TO LAND
~ t 7 ~ 1 \ X. " IT3 NORMAL ELEVATION ENSURE ALL POND OUTLETS OPERATE AS INDICATED IN THE POND PLANS. DISTURBANCE, INCLUDING THE CUTTING OF ANY TREES. A PENALTY
1 ~ ~ ~ ? ~ ~ 1 ~ EXTG. ~ ~ i 4 w,. ~ / r ~ 0 PER DAY FDR FAILURE 10 INSTALL APPROVED TREE F $500 - _ ~ PROTECTION MAY APPLY. ~
~ ~ ~ ~ ~ I l ; ~ r ' ~ 1 ~ ~ w _ _
2. CONTACT THE URBAN FORESTER AT 373-2150 TO SET UP A
~~n ! f,-,.. t f f ! f ~ _ fix.,, J r _ PRE-CDN5TRUCIIQN MEETING PRIOR TQ LA,ND DISTURBANCE. IhAINTEN CEP
` ~''i l` % t' ~ ~ DENU D LIMITS aM1~f5 / , _ ~ _ 3. TREE PROTECTION FENCING CAN AND SHOULD BE INSTALLED PRIOR T THE PRE-CONSTRUCTION MEETING. 0
r / ~ ~ ! x~ r" E : ~ OF' CONSTRUC N TYP. ~ r_ ~ ~ ~ ~ ~ _ , , ~ ~ 1 _ 1. ALL EROSION AND SEDIMENT CONTROL PRACflGES WILL BE CHECKED FOR STABILITY Ste,
t AND OPERAT1ON FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, BUT IN NO CASE 4- 4. NO GRADING IS TO QCCUR IN THE TREE CONSERVA110N AREAS OR a LE55 THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO TREE CRRICAL ROOT ZONES.
r r ! ~ f ~ f O' \ \ i MAINTAIN ALL PRACTICES AS DESIGN.
~ l r ~ / ~ ~ , A R \ i .u_ _ ~ _ ( ~ d l , f ~ . /~i~ ~ V ~ ~ i ' ! F~, UMITS O~ TRUCTION i+OR _ S. THE APPLICANT WIEL CONTACT THE LANDSCAPE PLANNER AT J , , 2, SEDIMENT WILL BE REMOVED FROM THE TEMPORARY SEDIMENT TRAPS WHEN STORAGE 73-291$ AFTER CC~iPLETIQN OF THE SITE GRADING TO ARRANGE
f ~ ~ ~ I f ~ ~ r' .~j ~ ~ NOTIr ~1~ OF THE CON,~CTtON" ~ ~ I ~ ~ ~ ~ t L_ ,_w - CAPACITY HAS BEEN APPROXIMATELY 50~ T1LLED. GRAVEL WILL BE CLEANED QR 3
/ i / , ~ C... ~ r ~ ~~/i ~I ~ i SEQUENCE: t ! "'wa f " 4 0 i ~ 5 _ ~ REPLACED WHEN 1HE SEDIMENT PQOL NO LONGER DRAINS PROPERLY. FOR AN ON-51TE MEETING/INSPECTION TD DETERMINE THE CREDIT FOR THE EXISTING VEGETATION TC~'ARDS THE NUMBER OF PLANTS
REQUIRED IN THE PERIMETER BUFFER YARDS. r 3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN Tr BIB Q}
~ ~ ~ ! ~ ~ 4 ~ ~ ~ ' ~ " - - ABOUT 0,5 FEET DEEP AT THE FENCE.
/ / r " ~ w. ~ f 3 SLOPE MATTING SWALE LINER I GRP~u I~NEp r / l 1 , ~Q ~ , ~ t s ~ ~i ~ ` ~ / r r/ t t f ! ~ ~ r' / L6. NAG 575 OR EQUAL ~ 'i I ' 1 ~ ± b. L~, (TYP")` , ..n THE SEDIMENT FENCE WILL BE REPAIRED A5 NECESSARY TO MAINTAIN A BARRIER. NOTE: ANY WORK ON °FUTURE TRAILS°
~ ~ / /l~ ~ r i ~ , / ~ ~ l ~ ~ i . - THE ENGINEER MAY DIRECT THAT ADDIT10NAL SILT FENCING OR EROSION CONTROL PRIOR TO TH05 517E BEING CLOSED OUT
MATTING BE INSTALLED AT ANY 1IME PRKTR TO FINAL ACCEPTANCE, BY NCDENR-LAND QUALITY WITHOUT A _ _ „ 5. ALL EROSION AND ~DIMEM CONTROL DEV~ES SHALL BE kP~TALLED IN ACCORDANCE 1 REVISED PLAN MAY RESULT IN A NOTICE
~ f ! r r`` l4i~/ C ~ c~v. - EXTCY _ , / > / I r- - ~ I' r ~ ~ ~ f , ~ ~1.~L OF VIOLATION AND POTENTIAL FINES.
` Q ~1 ~I °i Q WITH THE DETAILS INCLUDED IN THESE PLANS UNi.ES6 OTHERWISE DIRECTED BY THE S~ ENGINEER IN WRITING,
_ ~If ~.w -51.OPE f~rn~ LNJ~ a _E~ LNJER--- 6. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED ONCE THE ENTIRE SITE IS STABILIZED.
- ~ _ r ~ / r, ~ ~ , ~ f1 , R l ~ L6. NAG 575 OR EQU _W EQU NOTE: ALL ROOF DRAINS MUST BE
w ~ - , . - - / ~j , ; PUMP FDR r '~I I ~ " . ~ INC ~-0 _ pNAT~R T 6A { BLOCKED OFF OR PROTECTED FROM €D T BAG SEDIMENT BEFORE IT ENTERS INTO
_ ~ ~ ~ GRAINING PC?ND ~ , -1 l i~ ~ _ - ~ w- ~ r ~ ~ fv ~ , " i; ' ~ _ DRAINAGE STRUCTURES. THIS PROTECTION
,2 ^ ,.f ,,r' it M W ~ On1 ~ 4 ~ MUST BE REMOVED ONCE THE 517E IT
~ - y y- 0 ~ . - _ - ~ r - ° • ° 5TABILIZED.
~ F i- r ~ / ~ ~
~ ~ / / ~ ~ i r ~ i 1 " ~ ~ ~ ~i r'/ 2 ~ , 1 ~'1 r ~ f f, ~ ~ fir' , - ~ ~
~ / r ' , 1 ~ ' i , i ~ l ~ i ~ i - ~ i I ~K ~ ALL PROPOSED DAM CONSTRUCTION
" ~ ~ ~ ~ ~ . / ~ , i , i t. , i , ~ MUST BE SUBMITTED TO DIVISION OF
1 i 4 / ~,Z i' / ~i 11 1 ~ 2 LAND RESOURCES, DAM SAFETY ENGINEER, FOR A ~JRISDICTIONAL
~ / . - G p G q r ~ ~ _ a.x:. - DETERMINATION. .
_ . ER~SI~N CPJNTR®L Nt9TES.
r , _ _ i = - - - SEDIMENT BASlN I \ ~ ~ ~ _ - - _ " - ~ LECEN[3 .~r" . 1, PLAN SHOULD INCLUDE PROV~IONS FOR GROUNDCOVER ON EXPOSED SLOPE5
\ 6.4 ' w ~ ~ F , . WITHIN 21 CALENDAR DAYS FQLIAWING COMPLETION OF ANY PHASE QF GRADING;
~ - , , N - - - - ~ ~ ~ ~ ~ 72{2 w - - f ~ - ~ P~ ~ . PERMANENT GROUNDCOVER FQR ALL DISTURBED AREAS WITHIN 15 WQRKiNG DAYS EXISTING SIGN ° . ~ ~ ~ ° EXISTING CURB AND GUTTER
~ ~r ~ - - r - - _ _ TEMP, COFFER 2A _ _ - _w -m ~p ~ OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF -..w _ - CONSTRUCTION QR DEVELOPMENT, EIP EXISTING IRON PIN _ ' ' PROPOSED GURI3 AND GUTTER
`~l Pro ~~t No: X326
~ -i ~ . r ~ ~~'~,-1 • L e ~a~ . ~ ~ ~ - 2. ADDITIONAL MEASURES TQ CONTROL EROSION AND SEDIMEM MAY BE REQUIRED EXISTING LIGHT POLE .~.~.,«.~.m.... ~ ~ PROPERTY LINE BY A REPRESENTATNE OF NCDENR STAFF. ANY LAND-DISTURBING ACTMTY> 5
t ~ : , REMOVE EXIvTING STORM PIF'R, , ~ , ~ 1 ~ 1 , _ _ , _ _ f ~ ~ ~ ~ \ ~ ~ ACRES REQUIRES C~IPLIRNCE WITH ALL CONDITIONS OF THE GENERAL PERMIT rcv EXISTING UTILITY POLE Drawn By: S.Ilirsth
, ~ SEE SHEET L-1,2 ~ I - ~r \ TO D~CFIARGE STORM WATER UNDER THE NATIONAL POLLUTANT DISCHARGE -x-x-x- EXISTING FENCE EL~INATION SYST`EM(PERMIT NO.NC601OO00). ANY PERMIT NONCOMPLIANCE IS A ,~.,,.,T _ Desi~nl?dBy: J,Ilshbaugh
~ , ' ~ 1 , ~ 726 r-• /l , 1 ~ ~ ! 1 ` `t ;.A~.,.
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;/INTERMITTENT - 3. ANY BARROW OR WASTE MATERIAL SHALL BE TAKEN/PLACED ON A BITE THAT Date: 10.01.08 T EXISTING UNDERGROUND TELEPHONE LINE I HAS AN ACTIVE APPROVED GRADING PERMIT. IF THIS IS NOT OBTAINABLE, THEN 16 4 EXISTING TREE TO REMAIN
STREAM a CITY OF GREENSBORO MAY SUBMIT PLAN FOR APPROVAL TO NCDENR PRIOR TO SS
ANY OFF-SITE BORROW/WASTE AREAS BEING DENUDED AND ANY GRADING EXISTING SANITARY SEWER LINE
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-'NOTE ~ OF THE CON5TRUCTION VIOLATION OF THE NCDENR EROSION CONTROL ORDINANCE AND IS SUBJECT TO A G EXISTING GAS LINE 04.02.04 ISSUED FOR TRC REVIEW FINE.
r em EXISTING WATER METER EXISTING CONTOUR LINE
r EXTG. l - q yl 5. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN I NCDENR-LQS Revisions 31.21.08 16 A VIOLATION OF THE NCDENR EROSION CONTROL ORDINANCE AND IS QQ EXISTING SEWER MANHOLE
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EXISTING THROUGHOUT ALL PHASES OF CONSTRUCTION. NCDENR-LQS Revisions 9•IS.09
? } ~ . OODFD AREA ' =3~BUFFER r _ _ - - PROPOSED STORM MANHOLE PROPOSED STORM DRAINAGE PIPE 7. SLOPES SHALL BE GRADED NO STEEPER THAN 2,1. FILL SLOPES GREATER THAN 4 ADDENDA #I f NCDENR REV. 10.19.09
/ w ? - \ IMPORTANT MAX. 50% J, ? ? ? \ =~NTERMiTTENT STNEAM IMPER!n OUS. = 10° REQUIRE ADEQUATE TERRACING. 0 EXISTING DRAINAGE STRUCTURE TEMPORARY SILT FENCE
- 5 NCDENR-LQS Revisions 10.29.09
8, TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT a PROPOSED DRAINAGE STRUCTURE TEMPORARY TREE PROTECTION BARRICADE OF WAY MUST BE PRESENTED AT PRE-CQNOTRUCTION MEETING.
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SANDY LOAM 2 TO 67. SLOPES, (EnB) ENON FINE SANDY LOAM, 2 TO 65% Sheet Title:
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l t r v a a ~ ~ r-• w 3 ti and / / , ! A V \ TEMPORARY FILTER BERM BASIN TEMPORARY DIVERSION SWALE
T+CA TREE CONSERVATION AREA ® ® TREE CONSERVATION AREA (TCA) LIMITS Erosion Control
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~ ~ ~ ~ 1 .:r ~ ~ } e~ ~ ~ ~ ~ r ~ r ~ __~^~~_~~ry- _ ~ , ~ ~ ~ ~ ~ ~ E PRE RVA?I N N TES AND ~`REE PRESERVA N i ~ ,
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a . / / l ` ~ / ~ i ~it 9~ = AO ALTERNATE #5 ~ ~ r ~ ~ ~
t ~ TEMPO. RY SEDih~t~' !4 ~ ~ f ~ ~
~i 1 ~ f ~ i ~ t 1 ; ~ TRAP r#2 _ ~ ~ , ~ r ~ r` g ! ~ f ` ALL PROPOSED DAM CONSTRUCTION
, ! , ~ I / ~ MUST BE SUBMITTED TO DIVISION OF SWALE TO DAYLIGHT FLOW. i ; l i ~ ' . 2 LAND RESOURCES, DAM SAFETY
I ~ ~ ~ "V ~ j ~ F r ~ { ~ F r t / i l ` LINE WITH NAC 575. i' 1 ~ ~ ~ ~ ENGINEER, FOR A JURISDICTIONAL
fi ~ l j i ~ T ~ ~ ~r f _ , ,f ( r` ; i~.~- " ! r 1 EXISTING PDNC , , I DETERMINATION. r / v~- _ ~ / t i y.~ ~ j % `a . WATER LEVEL
f ~ ~ ~ I I ~ ~ / f i i ~ r / ~ ( :f ~ f l f f / ~ , I j 725.1 / ~ f ~ t
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/ ~ b, i / r , ~ ~ , ~ ~ f r ~ f ~ ~ ~ ~ ~ ~ CHECK DAM, (TYp,) b. ~ ~ r'%' dlil ~ ; ~ ,t . ~
i / r CIENUI7ED LIMITS jLIMi1'~a ~ ~ ~ f 1 / ~ ~ ~ / ? ~ !~~'r'/ I r ~ 1 I ~ 3 t`f'/ ' ` ? ~ { ~ : ~ r; ~ ~ ~ ~ ~ 1.EGEPID
r ~ ~ a~ GON~a~UCTfC?N (rrn.) i ~ ~ ~ ~ ~ ,
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~ ;7~- ~ ~ r / ~ t r` 1 1 ~ i f ~ f f~ ~ l t` ~ ( f i ~ ! ( ~ 1 , ~ r EXISTING SiGN . _ ~ _ EXISTING CURB AND GUTTER 11 i l ~ ( r
r ~ ~ ~r - t 1 i 2` J ; r r t ~ t r f ; 's. ~ t ~ ~ j EIP EXISTING IRON PIN ~ PR(7PQSED CURB AND GUTTER f ~ } ~ ~ Protect Na: 232b
..ti ~ ~ / ~ / F 7 ' ~ r""J ~ t l j' ~ i i ~ ~ i ~ f r , j - ~ EXISTING LIGHT POLE @ ~ PROPERTY LINE
~ f= ,r ~ I / / f r' ~ ~ / JI ~ I r~ / f' r" ~ l j r '1 ~ ~ / i ~ ; = Drawn By: S. Nsrs~h
~ / .J i ~ f ! ~ / / j ~ ~ r ~i~ l ' / I ~ i r ~ EXISTING UTILITY POLE f 7 ~5 ~ r / r f` y -x-----x-----x--- EXISTING FENCE
f Ir ~ ~ , ,E ~ ,f ~ ~ ~ Desigr4ed By: J. ~Shbaugh
U / t l f 1 J RJW RIGHT-OF-WAY UE EXISTING UNDERGROUND ELECTRIC LINE
r f 1 1,1 I ( Checked By: J. Ashbaugh
75 w 1 l /t l / f/ i f - - OH U EXISTING OVERHEAD UTILITY LINE H f,. C ACCESSIBLE SPACE /
fj r J Date: I0.01.08 t f / t E i ~f/ T EXISTING UNDERGROUND TELEPHONE LINE
r / i /I / l t I 1 EXISTING TREE TO REMAIN
l r 1 f~ / / t SS EXISTING SANITARY SEWER LINE
a f 1 l I 1 EXISTING FIRE HYDRANT Revisions: W EXISTING WATER LINE
07.07.09 ISSUED FOR TRC REVIEW
1-75 ` j OYN EXISTING WATER VALVE I G EXISTING GAS LINE 04,02.09 ISSUED FOR TRt REVIEW
r ~ ~ z r r r~ + WM I NCDENR LQS Revisions 11,21.08 t r EXISTING WATER METER _ - EXISTING CONTOUR LINE
I t 1 I ' / J t t ti / J l 35 50
cl; ~_w 5 aION OUTLET f l ; 1, M 0 EXISTING SEWER MANHOLE 750 PROPOSED CONTOUR LINE 2 NCDENR-lQS Revisions 12.11.08
I-X (TYP.) a i i `w l ~ r ~ 1 / r' / r
© EXISTING STORM MANHOLE EXISTING STORM DRAINAGE PIPE NCDENR 4QS Revisions 9.15.09
r EXISTING OND / f ! ; I 1 r t PROPOSED STORM MANHOLE PROPOSED STORM DRAINAGE PIPE WATER LE L / 1 I • 4 ADDENDA #I / NCDENR REV. 10.19.09
m i lti i + / ' / / r / ? / / 'ZI E 731,6 1,' i , ! j I EXISTING e At WOODED AREA L EXISTING DRAINAGE STRUCTURE TEMPORARY SILT FENCE S DENR REV. 12.2.09
¦ PROPOSED DRAINAGE STRUCTURE TEMPORARY TREE PROTECTION BARRICADE
+750.2 EXISTING SPOT ELEVATION LIMITS OF GRADING CONSTRUCTION
f / fl r ~ d DRAINAGE INLET PROTECTION LINED GRASS SWALE
Sheet Title: /
0 I , f / f / GRASS SWALE TEMPORARY ROCK CHECK DAM
TEMPORARY DIVERSION SWALE
r !9 \ J / / / / f / t f / / TEMPORARY FILTER BERM BASIN
co n Erosion Control t / f i r l , l a ~ m TREE CONSERVATION AREA TCA LIMITS t/ r ( ,y j I T'~Q TREE CONSERVATION AREA {
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~ TREE PRESERI~AT1 C~? STRtJCT~ SE UE C Q • EAST TNOMVELOFL4ENT d®\\ \\1~ dd i l ~~~t 'q~'y' +,i ~ ~ si f ~ i 3
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CONTACT mE URBAN FORESTER AT 373-2150 TO SET-UP A PRE-GONSTRUCTION ~ f ON9TRUCTION i r / , J ^~l a a ~ \ \ \ d r A i` r r r - ' r ~ c \ \ , ~ 1 'i NC PRISE: lam: J l i + I ° , ! rr ' / J ~ ~ ~A \VA V d , i + ; ~ 1 it r r r t 4250 GANP BURTON RD ~ ' r' I r ! , r 1 I 1 i . .
~ - ~ 1 ME1:f1NG PRIOR TO ANY TREE D15TURBANCda co , / ~ ~ 0 A \ d i s t 1 1 1 r t t r q 6501016960'S25Yf002 - r r t l d~ i, r; r rr~'r_~ ~ ^d~~ n~ >l, r v v d I E t i i I~I t r r t ~ ' „d+ tc I J.~} I t r i r t; ;1 2 r,J i, i~ i r! ?^^i~v} I t '~vAt trv`d t t t i f~ ~ t J r r~' J I 6~ , i
74$ ` - / ~-r: ~ . TREE PROTECTION DEVIG~i NUST BE dNSTALLED AND INSPECTED PRIOR TO ANY TREE I ~ w ! I r, t ~ t_ Y1 t+ 11 A \ t r 7 1 r i rr t" a,"` s t II `i t 1, ~ R Ta ANY TREE' ' ~ ' ` L's tr 1f -V'tt t i~) r r f t e t d/` +I t t' ~ .t ~ ~ ~ 1 t t X1"+0.^^+i+ A; 1 t ~ 7 JPt !f t rt ,r t J 1 . r r r r' 4 f ' i - ~ t + ~ + ~ I i f
gj 1.-- ,r' ,r , ~ ~j -'.:l d~ISTURBING ACTNTiY. a t° aw ~ o ~ r4 y 1 , l\ 3' `a'r + t r ~ i~ ' I ~ x-~ 1 r'~Fi''°°,m~.~m ' I r 4 I '
' ~ ~ ~ r~ STEP 1: CllNTACt mE CTiY URBAN FORESTER TO S~ UP APRE-CONSTRUCTION h ~n } AN~aTRUGTION m ` ~ ,`r,d,v{' i Ar ` ~ 'vv>~ ' i~~l I 1 ~ ?r r' r_ 1 / l / ~ , ' j''r-"" ~ +'~'I! t ~ if ~ r'y;"~ri Jr/~r rrt'~V lAAA3! ' 1A1 :1 .di I 1Or J t i / ~.r/ ~1 t ~ ,
- / 1 "7 A ; - - MEETING PRIOR TQ ANY TREE DISTURBANCE (338-373-2150). ALL TREE PROTECTION /,,l' n ~ ~ z,~`': ~'~r MEASURES SHALI. BE INSTALLED PRIOR TO ANY TREE P~STURBiNG ACTM71E5 EXCEPT REE PROTECTi{kV ` , Ir ' i vvddd ^rvt ~ ~ 1vvY' r ~ d r i ~ r t ,r J` / r r , r b f I t IN1TiE9 EXCEPT r f ~ ` ~ i ~ ' v ~ i ~v r r vv I !v ~d + 1 t r ~ J r ~ ' J r r - - , w \ i! f f ~ t ~ \I !;\~\I 1 c\\7 t l J t~ 1 ~ r=r 1 t f f t 1 1 t f ~4 ~ ~I II
/ ~ ~ ? ` THQ3E NEGE33ARY TO INSTALL THE TREE PROTECTi(?N AND OR TEMPORARY 6t?IL #840.5 r } ~ ~~!-,1,,"~~~~-" ER09lON CONTROL t~°A1RE5. mE DEVELOPER SHALL CONTACT mE URBAN FORESTER ~p~py M ~ I h a ° `e \ y l~{ 1 1 A X 1~ /dr J J 1 J r r i f t l` r i l A. + i i J(Y1hI W~L J^» ~1 r f a ~ P 1\ t f 1\l i r t / i `r j 1 o f t 11~ t 1 1 ,y , ~,A; i t vv I r t v{ r ?~~I / r` r r I/ tf " t r i m 'il~f./r._ ` p t+ i i ` ~ r w „ a ~ i i• VAI t Vvr l~ r t r/ r~ r r ` r t r r / I J J ~ ,l +
C 743:76 ~ ~ ~ ~ r ` ~ C %d,~'~ TO CONDUCT AN lNSPECTKtN OF ALL TREE PROTECTION DEVICES PRIOR TO ANY TREE ST / ~ ~ ~ _ % 0 -`?"Y ~ , ~,,.,r d DISTURBING ACTNmES EXCEPT AS N07ED ABOVE, URBAN FOREBTER ~ ' ' t 1 i t, Id r / a` t J l i r J } ~ !r tt Q ~ ''e ti vn / d 1 { ~ ~ Ivvt ~ vI i \r r/ t f i ~ ~ rr / / f 1 r / r ' ( / Jr y c " `1 ` B 1 i i R ra ANY TREE ~ r r JI r1A ~ r rt I tl r rr I 1 r * '~`d.llbyvt IA~I'A;d' 1 ~pI , /lrrt/rrlrf/ ','Jr ~ .I,!
~ . - . R ' ° ~ J jj t H 1 t ~ , .~v n" 1\ t A\ , : A ~ I fr P7 I , 1J F i i l t r J f rr f f' I~ I 4 ~ 'rd r~ '\Y ,~d1 r'~ r f'rr /rp llrr t i I f ® yyr}\IR(Ifvv1`J~ i ~ ~ s r~JI Jlrt (rr(ryrr~... ~
, ;20 MAx~ o STEP 2; mE CPf'f URBAN FORESTER OR ENFORCEMENT OFFER WILL CQNDUCt AN ~ 1 ~ 'w I airy d~l I Zvi J J\hr t\?~dl t j l 1 7111, t r// r , J 1 1 r .L CONDUCT AN ~ i a ~ tvt ~ ;v`~ t ; rv~ v t , , , , • 1 r , ; , ' .
~ % INTERMEDIATE BdTE Id~PECTION FOR ENFORCEMENT OF THE TREE PROTECTdON ~ , - "-r - 42 ~ , w = . REGfUIREIudENTS OF mE DEVELOPMENT ORDINANCE QF mE CITY OF GREEh~3BORQ, mE I Steer a cAS~r ~ 1 ~ v ' , r by i 'v ~ , ~ tt ~ : r J' i r Jr t J r ~ / 1 ~ ILts 11aN 4 _ q~EN ~''e ~1~} \ I alt / t 1 f 1 i t' l i t I J t S 1 ~ SF~IBY 6 CA5EV I a d (I r t 1 ~V r E d; t_~ wf ~ r~ f r ' J t _ r t ,I 1 t 1 rt t' REEM~360Ra. THE AisT ~aY ~o ',k ,.re v, f 1^v t r d , , 1 ,
t ,r` ~-m-`_4 PERFORATED SUBDRAIN, DEVELOPER SWgLL CONTACT mE URBAN FORESTER TO CQNDUGT AN INTERMEDIATE Prod 65610t8so613c66ara ' i ~ _ ~ ~z ti ~ ,Y j 1 ~ r ' `~v 1 v~, ? ~ j tr 1 ~ j ~ Jl i i r s t r (f - ~ r ' ,i INTERN~DIATE , i d 1 J v vI 1 d 1+, 7 r! r r r t + I ~ "~Ag. ~ ~v~~`~'y r d[' v i (I I v"` ;A d ~ E f r r r 1 d l i 3! r t` d' gs~, r r t
- ; l DRAIN T(} DAYLIGHT gVSPECTIQN OF mE TREE PRESERVATION REQUIREMENTS AFTER mE SdTE GRAl~NG HAw ~ 73 -Q.F.E. • r-, BEEN COMPLETED BUT PRIOR TO THE INSTALlAT10N OF THE LANDSCAPING. I / ? ~ \ ` \ ^`*Jr r d1 r \ # I f\\ 5 \ / / t t 1 I i - + i t"'^_„ 1 r PING. ~ /G vt J ~ + I ; vv a v dd t J ~ / 1 1 I I J r ~1,<,n ~ ; a An Thal yr v 't r r /i'1~ + / Sri
NcDar ~ 741.0 ~b10.02 ALTERNATE ~3 STEP 3: mE CflY URBAN FORESTER OR ENFORCEMENT OFFICER WILL CONGUGT A I V~~ r - o , ti ~ ~P ~ \ t\vvI vAI v d i T i ' + j ~ t ~ I I ; I, i ~ ^ frr i ,
• ~ " ' °W . a"'t' CONTRACTOR SHALL PROVIDE WHATEVER FINAL SITE INSPECTdON FOR ENFORCEMENT OF mE TREE PROTECTION REQUIREMENTS .L CONDUCT A / ~ r` ~vv; `~v \ e ti 1 1 . ~ ; I i ~ ~ ; , t ~ ~ ti J Jd~ r ;vA vd + 1 + + t e ° ryww{;1t REt~UIREMENT3 ~ , "'R drj v,r tv . 1 vv v dd ; ; ; ; i r ! l ~ ' ; ; i rrr ti >r~ f dr\ 1\\t 1\\ \d 4 t ~ if~l l~ 3'\ r,+titr it Jt .r
~ ' ~ ~ EL t~NCE OF THE OF GRE RD E L R ~ ~ ~ ~ ~ ti.--~., ~ GRADING Ea NECE;~~ARY FOR BRIDGE OF mE DEV OPP~M ORDI GtiY EP~BQ ° m DEVE QPE ^,,t~ ~ t al ~ i i , J E DEYELaPER ~ - / ~ rrr `r~ /r JI VAVr hi VV \ d t t l I D V . ~ `t 1 ~ ; I t Ii I t s I ' ~ ~~~f r ~ „ \r J d t t . ti naN of THE TREE ~ ~r--'~-°,,,:od vvr , v;v \ d ~ ; , t,',~~,~,,wv~,', ~+,l+;i,>;i, ,III'J,%, W. Morehead Street
~ ` AND BRIDGE FOUNDATION SYS7~v1S SHALL CONTACT THE URBAN FORESTER TO GDPVDUGT A FINAL INSPEGitaN' OF THE THE - ( ~ PRESERVATION REQUIREMENTS PRIOR TO BEING ISSUED A CERT)FiGATE OF OCCUPANCY, 't aF OGCUPAtdCY. ~ I / 'ti ~ ~ ` dadvv vv~ vavv vv dd ~ I + i ~v 3 ~ t 1 i ~ , , 'i +E r ~ i i + ~ r , ~ _ v ~ , ~ p ~'S ~ , I , , Ci~arlott NC 18 $
PERFORATED SUBDRAIN f' , ~ / d \ t \d \ t 1 i 1 \ \ VI ,11. it r r/;, e, 4 ~V _ ~ dd \ r,, d S ` t t j@ 1 I s t 1 ! ' I r ' ~ 11 i ~ I f~ r EXCEPT A3 NOTED ~ . v nv , v~ - v d t I I i ; I I +
~ i ~ IN TO DAYLIGHT NO DISTURBANCE IS ALLOWED WdmiN THE TREE CONSERVATION AREA EXCEPT AS NOTE ON THE APPROVED PIAN OR WITH PRIOR APPROVAL FROM THE URBAN FORESTER. ml JJ EaR~TER. 1HE - 1__.---'~_ o v r p v~ v d ' + 1 1 ~ a t ~ I ~ t nn -4',Jr Q A Vd~ 7 '~1 1 i'` I. I tr rr7 f/ \J ~ t ~ . ~ ~ e d ' ' r . ' ; ~ Landsca Architecture
' ! ~ \ TREE CONSERVATION AREA INCLUDES THE GRITdCAL ROOT ZONE ARFA TO RECENE J , . ~ ~ GREDtC, TREd~ tvilJST BE PROTECTED FROM DIRECT AND INDIRECT ROQT, 1RUNK AND TO RECEfVE - ~ _ d.vv v~v `~v `~d ; 11, ~ ; ~ ~ ~ , : ' ( ..1 ~ . ~ ~7e OT 1RUNK AND ti _.__-noooEC.~a, dd v `v v` rJ v ~ r 1~ ' ; i V / / r / r 1 t ' < 7111; . ; r . ` ~
i ~ _ \ ~ GROWN ~ .,dv vv Pr v~d r r 1 ~J,rt}rl/i;r 'ttrl+l"ir ~ ' ~ _ 8 J }h d r I j ~ J 1 ~ i ' r Jr I + ~ ° 1 t ~ 1 ~ ~ ~lte ~adllnln~ a. ®A~ -`,At , AA , \ dr i r / / t ~f i r t t 1 , 1 ; 1 ~ ' 1 rr
~ 1, 1 r-'" ~ '`~,~r. ~ ~ p h - ~ THE TREE CONSERVATION AREA 6HOULD BE DESIGNATED AS StiCH WiTt9 TREE ~NT~~i^e~ ~~~~..Q~~~7 " l ~ ~ \ `A t Vvk, AV d' / r / r r /i r~r / , 1 tr 'tf+;1 ~ ~ ~:4, lip ~ ~ ~ 1 1 i J t~ I t 1 r< f t/ r! r i 1 4. 1 VA V, j r 1 f r/ l 1, t 1' t 10 ~ r J d ~r r,r. J rlr tlJ / .J t TH "TREE WORK ~ ~ ,ter ~ A _ _a.__w... vv w ~ v~ v f ~ f ~ ! r J i J 1 r r / t ~IVI~ ~f1~TltTeerlll~
/ ~ ~ , F;g;~,~ GONSERVA714N AREA S?GNS POSTED VISIBLY ON mE OUTSIDE QF mE Rn ii, - ~ V Vd \ f \i J 'd i r/ t`„ r r r / t (11 ,f r g ^"y, ~ ~ : ld \ A~ ! h\r ' A ~ rs j r ~rv 1 J / r JJ J 1 t r / t , 1 ~j "'s..' ` '-d i fl fJ \ i ~ r' Jr r r' e 'rf rJr 1 r f t r s (ALTERNATE NG. 5) ; ~ _ . i t
0 ~ w ~ _ . _F , FENCED-IN-AREA. SIGN~i MAY NOT BE P06TED QN mE TREES. , ° ; _ - ~~~.n~_ 730 _ G /f - ~ \ ` . , \ d , ~ , , r , r r',~', r J J / /rr,1t,1 1 _ www.sitesolutionspa.com ~ 4Y \i ' ` \ 4 } i dt \ ~ ! \ ~ J ~ / {Mr j !/J Flr '`lr 1ti~?J f f /r<r ~ f J 1 It / ' ~ y,,, f i I t \ l t\ r J J/ d \ I g' 'w '+f ^ '"'`n,~, ~ ~ \ t ! y / t 1 r'' 11 i / I i t Jl 1 t fi I( `i!.
. ; . ` ° TREE PRQTECTK?N FENCING SHALL REMAIN dN PLACE UNi1L CONSTRUCTION 18 COMPLEI ' R A "Y ` y ~ ~ 1 ~ ti ~t ~'s t it 111d'v ~r~r JJf3~jtYl~'i,J,rrr /.rJ~,rr/~ J t t r II r } \ r a, r. J 1 f= t k ,1 ~ Telephone-704-521-8880 :TK7N 15 GO~APt.ETE . 1°, 1 1 c t % ~ v ~v / C, 9' r ~ ~ I I t ! I tdt\ f J/\ r'rY *r yJrJ JJJ'f r,r/~ rrr/r tr rrj' 1f +r /ri ~1 J r1 R ' v . ~ , h r _ r 1, ~ Facsimile-704-521-8955
' ~ > , `t z`~,^ , ~ _ AND OTHER LANDSCAPING hIAS SEEN INSTALLED, AND THE GdTY URBAN FORESTER OR ENFORCEMENT Ot~ICER I1A5 APPROVED ITS REMOVAL, N ~1REEi7ER OR ' ~V 'l3 ~ ~ , 1 , 1 , ? rv 1 t a / / r .fir y / , r , . r 9(/ , , , y r t r a ,,,1,,,.,~ ~t ~-~-..-f' ~ r! f 1% / r Y J J rr r' r r f/ r' J / o r r t~ r 1 1 j r. ~ r t l t r~ t v r J Jlgyr r{ ~ J t J r r J r ,r / 1 r r r' 1 !fJ a Jr ~ ~`i ~ v { ~ j` i 1lri zdd}rvrr~YJ'rrr~.,~J®dryf,yr/rrtrf v';r/l/JJ/ i/ ~ ~ 11 V~ .;J,J
. ~ , , . --~i - J Pa~v® ~ ~ . s-: J J 1 1 ~t 1 1 7 1 1/ r t f rr~` ~%t~tJ Jrlr 1~JF ~'.dl r/ Jl l r f it1;t Jr ~jj ~~'J 1 N 1 't '1 ~ E~~ r tr 'rtr Jd'JJ,fh//Ir'klrrrldryyryrJ( / trr//J,,~iJ J
(~p~ji :R LEVEL 732.Ot ~ ~_y ~v ~ _/y~,/~/.' r.-- - _ ~ NO PARKING, STORAGE, DIRT STOCKPILING. CONCRETE WAgHOUT OR ANY OTHER b ~ ; ~ • ~ ~ ~ _ ~ , _ - . _ . _ ACTNITIES d5 PERMITTED dN mE TREE GONE AT1ON AREAS, VNY OTHER j~ i tr ~ t w,, ~ tt i r / ' l r r ' t 1 J' d.Y r r/~%'(/ rr ,r~ r, ~"`yd .r . r r fl r' : rJr, J r ~ , i F t i ~ r ~ ~ ! t,/.//frd}J h J,.,r~ r~,{,. ~r,'ftr Jr },1 f H , ~ ;,1 J,r r , ' r r a i J, Jr'/rr J~)/ fJJArrr , 'r f rry 1r j l 1 r ,1 „ ~ 1. ~ k t t ~ ~ r ry r f J J rrr ~>Y ~ r ~ 1 e',
~ ~l' ~ • - ~ 1 ~ F ~ .,v ~ T.41!~ 1~ "_.13 REMOVAL QR DAMAGE TO 1REE5 IN mE TREE CONSERVATION AREA WILL BE SUBJECT / t t t ! r J~t r~!lrJ,'rrt/J'r'dr~Ja \Jr. ~,y d rJr r r J } rr ~ 1.. °w'7~ ~u it ~ Jt 1 r/ /l r ~ i f l i l7jt/r rrr>,i rr rl~r~ lrrl J t J i,` ~l' ~ i~ 7 d 'l r~ ' ,14W~J. a ~{r r r { r - \ r _ f _ _ r Jy y W t I,t rff ,•JIr / > lri.il~'y~J/t~'~/r!!J// /r''1~. d rrr>r f.~ lP / , r. t'IN
< ~ ~ , • ~ ~ ~ 3.Y~ =7:~6~.5 TO mE PENALTIES ESTABLISHED 130-5-4,10 OF mE IANDSGAPING AND TREE 'iLL9ESU8JECT ~ - '1 J J 1 J fr,, l„rr,,,r,d<r,?v.fr~r,r>^4` t ~r .y i ~ ~ `rz` ~ ~ r r 81 rr /yo ~j ~ I rt rt r r j rr r J, J>~,'7 r r~• r , r JVAr l Y r"`~ .'r''tJ ~ x^'+r`1 ~ ° AND TREE ~ , ti7 1n j k rr / ' J jf', / r / r r , r J J,r ~ YY' , \Y , f~'r : \ ~d frrXF1 ! ~ 4~ J' 1 t r r . yyr Jtf//JJti`/"`r rJ rJr J M1\ ~ `/rrr, ! R 1 r J tt~ 1''.
'~~°l Ei PRESERVAT10N ORDNANCE. •I 1 -'i a '-~-~.~a ~'.W.=735. . ~ ~ a~ ~ I' f' 'i~- - ^t"' ~,r1 - .'.~yr °i /t"r J~/p~r,Jl ui.r l'J';r/rrtrd~ !l\r..,rr 4\r ~t~rdd //~r~~t Jilr fr"i... 1' o-7a ^ "'tY051q y'~, r' /~^T''rr.'J t'i r Jy /J ~A t rVA: r ri l ~r`'~~ t y (r . i;e; ~ \ ~'y+~t~:rrr r e/.r'~"r~ J Jy/r jt f,r rJ JJrr,d 0;'..~ / t~tY i A d J i T~ t ~ } 1
'1 I ~r r ,a, ~ .'r~ ? Ji Jr r! rrr ii r e`, rJ1J rJ J d~vr tt~ r)\\ ~A,,' yr 1 r r ~..'-`r'~ 1 r ? `%~r o'l r //trJ r ! rr,rJ ; t 'rrr ' i V r_,A0"' lr-~-~~ 'i r^ - , d y
~ ~ - I i~ ' f rJr - d / lr`r w. J' J t f"~.y,i' _ fie` i JJrf/fJ e/F rrJ r r _ ~ \ \ X A r J1 '>~cr°r [ r r~ r r r y r r~ J t "tin 1/ r i e'er ..r- 016 rf r y ! ~ r rrr tJr r .nti; rr f z , 1 rr t t ~ A r : A ;f!,r. C'ti..k`d''a j. ~ ~ f..;.-."~ y _ „ "
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r6EE SHEET KP-101 THROUGH KP-106 FOR pate: 10,01.08 % ~r / ~ I 1 ( 7 f r A l !xt 1£RNON LEE KKlLEY @ 7
CONTINUATION O WORK ASSOCIATED WITH SANDRA 8 Kt18EY 11 J J 1 / t l tt l '~r I 1655 OA6LSGH ROAD ! t 11: l r / 1 ! / ~ fr r i l l r °A it l n' }MDk OSM189DD43500025
' f < f MODIFICATION OF EXIvTING EARTH FILL C11fl OF p M~R J 83 / V rs~ 646/9AXLE04 RQBD t aYO Rs ~m6s,}x43etwo4s r fi 4 I w 1
SH"uy RUMLEY BROOK EMBANKMENT DAM. Revisions: i ~r 8 OTNA L NICKS dt LARRY I
1250 RAM14 WtL R0 t t eHIA 1 t r Y\ A, f i / rl / ~i J ff ° 1 1 I it t r i r 1 . \ i r'' _ J 1 t! f I 1 1 NAWIBNS JR JJTBJS RonD 1 07.01.09 ISSUED FOR TRC REVIEW RD# OSMIS900397WO23 j
1 ~s / 09.01.09 ISSUED FOR TR( REVIEW
NOTE; THE PROPOSED AND EXISTING n ,1RIY 4/1 1, rl i
CONTOUR LINES SHOWN KP-101 THROUGH r t l 1 f f
KP-107 MATCH THOSE SHOWN ON SHEETS t /I f , f t / f l
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ENOMERS STATEMENT OF POND AND (SAM i. 1 1 1 1 1 > AND (SAM SAFETY 1 I ,t \ 1 1 1\ t' \ 1r i X11 l J I \ t !
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TYPICAL 30' STREAM BUFFER REQUIREMENTS f TYPICAL 50 POND SUFFER REQUIREMENTS THE STORM WATER; POND AND DAM SHOWN ON 5HOWN ON THIS PLAN 5ATI5FIE5 v, 'v '-I- RHM OLINA STATE DAM SAFETY LAW OF 1967 z A101816 LOGH ROAD
a THE STORMWATER MANAGEMENT STUDY INCLUDED WITH THI5 PLAN REQUIREMENTS OF THE NORTH CAROLINA STATE \ I 616-1631 o UMN ROAD MST Meet Title: 1\ L . v aaa ~04818800397W016
N a INDICATES THAT THAT TO THE BEST OF MY KNOWLEDGE, BELIEF AND 35' VEGETATED BUFFER CA6 AMENDED THROUGH 19951 AND THE RULES F THE RULES AND REGULATION5 AS
a I 30 NO ENCROACHMENT INFORMATION THERE WILL BE Na DOWNSTREAM FLOODING, DRAINAGE, PRESENTED IN THE NORTH CAROLINA ADMINISTW MAX MUM 5Ox IMPERVIOUS BUFFER OR EROSION PROBLEMS AS A RESULT OF THE PROPOSED A ADMINISTRATIVE CODE TITLE 15A, TREE PRESERVATION NOTES
\ SUBCHAPTER 2K - DAM SAFETY. EVEN IN THE VEN IN THE CASE WHERE THE DAM Vera
0 15 UNDISTURBED BUFFER \ \ DEVELOPMENT BETWEEN THE POINT WHERE THE RUNOFF DISCHARGES \ \ \ \ FROM THE PROPERTY TO WHERE THE SITE DEVELOPMENT AREA SHOWN ON THIS PLAN 15 DETERMINED 13Y THE TED BY THE STATE TO BE EXEMPT FROM 1, ALL TREE PROTECTION DEVICES MUST BE INSTALLED PRIOR TO LAND DISTURBANCE, INCLUDING THE CUTTING OF ANY TREES. A PENALTY Grad 6 n rai n a e
3 \ \ \ \ \ \ \ \ \ THE ABOVE NOTED DAM SAFETY REQUIREMENTS \ \ \ \ \ REPRE6ENT6 LE65 THAN 10% OF THE TOTAL DRAINAGE AREA, QUIREMENTS, I, AS THE QUALIFIED OF $500 PER DAY FOR FAILURE TO INSTALL APPROVED TREE
Z \ THEREFORE, NO QUANTITY CONTROL IMPROVEMENT 15 PROPOSED, DESIGN ENGINEER, STATE THAT THE POND AND I POND AND DAM ARE DESIGNED TO BE PROTECTION MAY APPLY. a,Tl
°c \ \ \ \ \ SAFE AND ADEQUATE FOR THE PROTECTION OF ~ \ \ \ \ \ \ \ TECTION OF PUBLIC HEALTH, SAFETY, 2. CONTACT THE URBAN FORESTER AT 373-2150 TO SET UP A
\ \ \ \ \ WELFARE, AND DOWNSTREAM PROPERTY. i UNDEI \ \ \ NOTE: THE CITY OF GREENSBORO AND THEIR A551GN5 HAVE RIGHT STATEMENT AS THE DESIGN ENGINEER SHALL NO :RTY, I UNDERSTAND THAT TH15 PRE-CONSTRUCTION MEETING PRIOR TO LAND DISTURBANCE, Aek =-R SHALL NOT RELIEVE THE OWNER OR
n TOP OF POND BANK TO ACCESS THE STORMWATER CONTROLS FOR INSPECTION OR OPERATOR OF THE POND AND DAM FROM THE I FROM THE LEGAL DUTIES, OBLIGATIONS, 3. TREE PROTECTION FENCING CAN AND SHOULD BE INSTALLED PRIOR
N NOTE; THERE SHALL BE NO DISTURBANCE WITHIN THE FIST 15 FEET STREAM TOP OF MAINTENANCE, AS NECESSARY. AND LIABILITIES ARISING FROM SUCH OWNERSHIP H OWNERSHIP OR OPERATION. TO THE PRE-CON3TRUCFION MEETING.
N OF THE 50 FOOT BUFFER MEASURED FROM TOP OF BANK. THERE STREAM BANK 4. NO GRADING IS TO OCCUR IN THE TREE CONSERVATION AREAS OR
SHALL BE LIMITED DISTURBANCE WITHIN THE LAST 35 FEET OF THE NOTE; ALL THE NECE55ARY APPROVALS HAVE SEEN WILL BE 50 FOOT BUFFER. THIS BUFFER HAS A MAXIMUM BUILD UPON / IN ACCORDANCE WITH THE REQUIREMENTS IN AI EMENTS IN ARTICLES GS 143-215,25A TREE CRITICAL ROOT ZONES. Sheet No:
° AREA OF 50% AND THERE ARE NO OCCUPIED STRUCTURES ALLOWED. NOTE: ON STREAMS WITH NO ESTABLISHED BASE FLOOD ELEVATION, OBTAINED FROM STATE AND CORPS FOR AND WETLAND AND 143-215.26 OF THE NC DAM SAFETY LAW y SAFETY LAW AND NC ADMINISTRATIVE 5. THE APPLICANT WILL CONTACT THE LANDSCAPE PLANNER AT Arlm
a NOTE: ALL BUFFERS ARE MEASURED FROM THE TOP OF BANK, THERE IS A 30' NO ENCROACHMENT BUFFER MEASURED FROM THE P16TUR13ANCE AND / OR STREAM CROSSING OR DISTURBANCE. CODE 15A NCAC 2K .0200, THE REGIONAL ENGI EGIONAL ENGINEER IN THE 373-2918 AFTER COMPLETION OF THE SITE GRADING TO ARC 0 60 240
o TOP OF STREAM BANK. WINSTON-SALEM REGIONAL OFFICE OF THE NC '5 LAND QUALITY FOR AN ON-51TE FETING/INSPECTION TO DETERMINE THE CREDIT 120 120 Lm4ou"' OF THE NC STATE
NOTE: THE PONDS SHOWN ON THIS PLAN ARE LOWLAND AREA PONDS. NOTE: ALL BUFFERS ARE MEASURED FROM THE TOP OF BANK. SECTION HAS BEEN / WILL BE CONTRACTED FOI v THESE PONDS ARE NOT WATER QUALITY OR QUANTITY DEVICES. FOR THE EXISTING VEGETATION TOWARDS THE NUMBER OF PLANTS JTRACTED FOR THE DETERMINATION OF REQUIRED IN THE PERIMETER BUFFER YARDS. 1"=120 1
Y WHETHER THE PROPOSED DAM 15 GOVERNED BY aOVERNED BY OR EXEMPT FROM THE
N nAkA rA9=l=W I A%At u m

NOTE:
MEET AND MATCH 5EE SHEET L-4,2 "GRADING AND DRAINAGE N07E8°° FOR
EXTG, GRADE ADDITIONAL DEVELOPMENT INFORMATION FOR THIS AREA.
CAREFUL ATTENTEON SHALL BE MADE TO NOTE NUMBERS: 9, DENUDED LIMITSfLIMITS 13, 14, AND 15 WHEN CONS7RUC71NG THIS AREA. _ - ~
OF CONSTRUG110N (TYP,) . 1 i -
GRADING OF PLAY AR>_A TO BE PERFORMED SUBDRAIN TO BE 20' X 250° SIGHT
BY CONTRACTOR> PROVIDE INTERIM GRADE 1fl°° INSTALLED BY D{S7ANCE LINE (lYP•) - " ~ I ~ _ ~ ..,'INV-758.30'_. _ 1 '
FINAL GRADES SHOWN (PLAY AREA ONLY) CONTRACTOR ~ _ r__ _ . _ _ _
SLOPE SUBGRADE TO SUBDRAIN AT 1.5x 10° X 70' SIGHT' r~ - . .
, 6 TRIAN6l.E (TYP,) _ _ _ -a . " \ I -
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i WORK THIS SIDE , ~ DISTANCE TRIANGLE PIPE PLUG b.l _ u_ - °~•-"rn _ ~ - ~ - n ~ ~ ~ , F ` ,INV-757. 4 _ _ . _ a
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~ 2$27 ~ _ ~Q ~ r ~ / 4 _ ~ ~ i / _ 3~~~ ~ I•&40 LOOP -f ~ _ ~ / 1 ~ GUrr PROPOSED SEPTIC FIELD AREA. ` / 1
~ r, " ~ Q - ~ , f , ~ _ ~ - 7 6- t ~ . 'W OSTAIN PO51i1VE---~`' 747.4 Charlotte NC 28208 ~ ~ f - _ _ ~ ~cy ~ GRADING LIMITED TO ; ~ ~ fi{ ,r '
~ ~ . ~ - ~ t ~ ~ ' - 1 PREPARATION OF SEEDING BE19~,, DRAINAGE AROUND ~t r, , f' ~ 4 7 ~ ~ ~ WELL HOUgE ~ } ! ~ ` ` ~ 75 ~ ~ ONLY (1-2 INCH DEPTH} _ f ~ ~ a Landsca eArchitecture
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' f~ i 1r - ~ ..LLB ~ y,. ~ r.. : i + r. ` ~ / ~ " F~ Tete hone-704-52l-9$80 i \ ~6•. P ~ ~ ~ , ~ i/ ~ Y ~ \ ` Facsimile-7q4-521-8955
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' _ s ~ ~ _ ~ _ ~ ~ ~ ~ ~ , Y ~ ~E-75$.83 / ~ / FUTURE ~ WIDE._ - i 1 ~.m ` ~ e' ~ Q~ / ~.`M ~ CONTRACTOR IS RESPONSIBLE FOR ALL _ _2. ~ _ _ ~ ~w.~ ' _ _ ~ ~9- , ~ ~ ~~`I t ` 1 ~ i3;46' Arc ~ / t r., ~ ~ _I .E FOR ALL ~ ! _ 1 ~ ~ J - ~f
~ ~a f ~ ~ _ - - TiZA1t.~R1'.~HT~Q.E ~,iA; - ~ , ' I 1 ~ ~ ~ ( : ~ ~ ~ . _ SITE PREPARATION ASSOCIATED WITH - _~r ~ I - ~ r. ~ kr ©d BUILDING INCLUDING GRADING, PREPARATIC 7 ' ' ~ ~ ~ ~ 3:00' ! J r v t{Sli6ttft ~D WITH ~ _ 5 / ~ ' ~ ( N~ , `'+t~
- ` ' , _ t AND INSTALLATION OF BUILDING PAD, AND G, PREPARATIO r _ . ~ ~ ! , ~ _r- -i-~-- , ~ '1 \ ~ CAR / 1 i 34.24 Are ! { ~ \ ,a"' ~~y aeaaa ~ d,~ NNG PAD, AND ~ ~ " ! ` ` r r , ! 1 fir' N , 4., f
1 ' ; , _ r ~ ~ 1. ` ' SEEDING OF DISTURBED AREA, OBTAIN , , . I I ~ E 1 f ~ f ~ I. :A. OBTAIN ,~j ~ 1, ,l ' ~ ~ I:96 1,, ` , ~ i
' ~ f / i f T--~~( ~---POSTTNE DRAINAGE ~ ~
~ ~ _ ~.e~~ ~ _ , ~ ' , PfIALT . "car' ~ E"r` i' ~ Nt~f7i/ ` ~ t ' ~ ~ ~ SEAL ' ~ , ~ ~ ~ f' a 02~ a
- ~ a j ' I ~ I, J ~ ~ i ; t, ( ; / 6. `U5E NiNG ~vLOt ~ ~J~G 1 IUN ~ ~ _ - NG F PLAY REA '~O~JDE-0~~A ~~rt.._._ ~ _ . r . r___ _ 46,2 a~~' 1 ~~^ee p~ ~q"
5 \ _ ~ . TO BE PERFORMED BY 1 I ~ 1 ~ 1, i ? r i j t' } a ~ ~'/r ~ I d ; ~ - - : ~ ` 1,.,. - X' ! J °x ~ aa8e ~b7I i~i~ pad .yi
~ ~ I CONTRACTOR. ~ UBDRAIN .TO BE ~ r ,,..:R. r r' i ,r --1 ~ . ' ~ - ~ d ~ _ ~ - ~ ' ~ ~ - ~ l ` ~ t~ ~ ~ ~ ~ ~ v v ~ FUTURE PARKING . ~ ' ~ ~ ~ ~ ~.M ~ ~ ~ ~ r; ~ l tea ~ rat , 1~0
PROVIDE INTI=RIM GRADE 10° `;~_'n~- I ~ALL'~ l~l~. ~ ~ ~ s j'°'{~{~~1, ~d,g ,0 " ; ~ . l f z~ " - ~ ~ ~ ; r ! ~ j ~ BELOW FINISH GRADES SHOWN i I I i r ' R ~ r ? ~ rr, ~ r ~ _ r ~ ~"aLOPE MATTING SWALE LINER % ~ 1 ~ (N.I,G,) i~ 0~ ~ ~ ~ tZ
t ~ ~ _ ~ , . r ~ , , f 1. IN PLAY AREA ONLY SLOPE ~ , t , ~ ~ , i l ~ / ~1 ~ ~ tk1 9 . Lb NA X75 p L _ ~ ~ ~ ~ f
, ` . w_ _ w.~~ ! GRADE TO SUBDRAiN ,AT 1-59'0' I--- f--_ i . ~~.Z 1-a ~ ~ ~ ~ o / o,.,d ~ ~ - 1 f i ~ ~ ,
f ` ~ ~ ~ .w.,..._ _i___~_. L._~ _ ~ r ~ NCR01 ~ 940.16 i ~ ~ ~ _ N9AI ANNE ~4REA
,f' ! I + ~ I ~ f , , { , I a ~ I ~ ~ , ~ 17 ~ 1 r r,. 74 .5 'Z~~~ 1 ~ ~ , ~ r , ~ / 7 > IMP N _ ~ _ ~ , _ ~ ~ . ~ . ' . _ ~ ~ _ ~ ~ l,~ ~ ~ ~ 45.2 4 _ - 12~P IN TY 7 ~ ; f
f ~ r ~ ~ ' ~ ib. 744:1- ° ~ ~ ~ ~ ~ NOTE: ALL GRADING WORK IN THIS AREA IS IN (ALTERNATE NO. 5)
' 76~~ ~ ~ ~ 74.98 t - ~ ~ ,
F ~ - Ir~cvct ~ , f ~ b _ ~ f AS . AL IL ~ , ~ , ~ 1. ~ ~ ~ GRA®11NG AIV®~RAiNAGE NOTES
SE RUNN ,
h L.__t~ ~ ~ f ~ i__. ~ . ~64 ~ 7 1 ~ y r~ I ~ ~ ~ t l 7 .5 _ _ ~ r ~ ,ali ~ f _ I ~ f ~ A.^. v~ j r y ~ ~ 1 : i ~ ~ / / f / ~ 6 j' l ~ ~ ~ 1. EARTH RK U NOT BEEN £571MATED AND SITE A$ $NQWN I$ NOT . _ ~ WO Q MITITIES HAVE
a rn_ ~ 1 / /l l f ~a 1 ~ 6.82 ~ ~ \ FUTURE BASEBALL ASSUMED TO REPRESENt A BALANCED CUT/FILL CONDCCION, W N ~ , ~ `ti ~ OUTFIELD FENCE, N.I.C. 2, CONTRACTOR $hlAt.l PERFORM HI$ OWN ESTIMATES AND SHALL PROVIDE ALL
,.--°~ca ~ ~ ~ ~ ~ ~ d. ~ EARTHWORK NECESSARY TO ACHIEVE THE DESIGN GRADE, INCLUDING ANY OFFSITE
_ i._..+~ ~ ~ ~ , _ PLAY AREA_ , , " r` ~ P R ~ ~ A5 HALT lL PLUSH WITH b124 a v ~ _ ti . 0 4 } \ BORROW OR SPOILS REQUIRED. CONTRACTOR SHALL PROVIDE PO$tTiVE DRAINAC-E
~ , h ~ ,1~/ i t l ~ \ ~ f 747:.05 r ~ 1 ~ i , ~ ~ LIMITS , 763.05/ ~ 7 ,64 ~ 747,20 ~ ~ ~o / r' ~ ~ t' r ASPHALT D NE . ~coor o _ ~ ~ ~ ~ ~ ~ ~ J l /z ~Y' (746:70 ' ~wo.15 ~ , ~ - s~. ~n t ~ ~ i ~ ev ~ ` _ IN ALL GRADED AREPv INCLUDING PAVING, LAWN AND 1AN0$CAPE AREAS. p ~ ` ~ ' - ,
CV ~ ~ i 4; 3, THE COMRP~CTOR SHALL I TELY REPORT TQ OWNER ANY DISCREPANCIES
` ~ ; , ~ 76 . ~~C'F~,°i ~ l: ~ nT~ 5 LANDING < r ~ ~ r ~ _ f 761 4 1 A 4 i i ~ ~ m._ FOUND BETWEEN ACTUAL FIELD CONDlT1ONS AND CONSTRUCTION DOCUMENTS AND 1 ~ SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING,
i ~ ; 7 754.5 ~ i ~ 61. ~ / 7 AT 2~ SLOPE ~ ~ i ~ , ' ~ , ~ ~ .F. ~ ~ ; - 61.,E , 71.5 74g,~ 748.0 / ` ~ G'. a~ TYP. ~ h EX 73 3 _r ~ ~ ' -
3 ~ ~ , s ~,w . i ~ n 762.6. ~ ~ I 748.6 7 . ~ ~ \ ° `w 4, CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILTrIES PRIOR TO 1 ~ ` ' , e ,s - BEGINNING WORK, BOTH PUBLIC ANfl PRNATE. CONTRACTOR IS FULLY
~ ,r ~ ; ~ i ~ 1 L _°1~ 1'~~ , / h ~ ~ 48 6 747.17 c l _ - ` ~ _ ~ ~ / ~ ' 7~ ~ , ROOF D N T ~ ~ RESPONSIBLE FOR ALL UNDERGROUND UTILITIES AND SHALL REPAIR ANY DAMAGE
of ~ _ _ _ 1j ~ / , ~ ~ , r t ~ 737.05 4, ~ 762:5 762.7 ~ ~ r I ~ „ , C/ f CLEANOUT, TYP. ! - ~ _ ~ i r ~ ~ ~ . 762.8 ~ ~ / . ~ ~ ~ } 7 AS A ESULT OF THIS CONTRACT. ~3~ ~94o.~s~ ~ ~ ~ .
~ , ~ 751.4 n ~ X 73 ~ ~ . i_ ~ u , 7 i 74 .6 J r ~ ~r f' ~ , ~ ~ ~ ; j ~ f 736,7 t~ . ~ ~ - ~ , 5, CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO
~ ! ~ _ EXISTING GRAD. ~ ~dF
-y ' 761 A4 - ~ ,r ~ n q, , L(JPE DIRECTION (TYP.} 1 / 3 ~ ' y, J - ~ CONTRACTOR IS RESPONSIBLE FOR ALL g, TIfE PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN IN DANES PARKING
6 r r 9.5 748. - r1 ~ ~ l - 51TE PREPARATION ASSOCIATED WITH 36.6 3 \ " U LDI I CLUDiNG GRADING PREPARATION LOTS AND SIDEWALKS ARE FINISHED ELEVATIONS INCLUDING ASPHALT. REFER TO i ~ I NG N PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT SUBBASE OR
• _ 6 l~ 7 .56 .ail ~ ~ 7 .1 - {5 ~ _r~ 50.2 ~ 748.7 ~ ' ~ r o 736.5 AND INSTALLATION OF BUILDING PAD, AND AGGREGATE BASE COURSE ELEVATIOh~i TO BE COMPLETED UNDER THIS
- p117 7 ~o / ~ ~ _ END GRAVEL-- - _ 760 7 .5, _ l / 1 / ~ / fl 0 i \ . - SEEDING OF DISTURBED AREA, OBTAIN CONTRACT. trcan' o+NCVOr i ~ ~--POvITI~E DRAINAGE
~o~ TRRiL~, - ~ j" 76~r~carr 7 ,f/ # ~ X748. ~ _ r ~ / ~ ~ry ~ i° b' - ~644.tb ~ i ~ F,E.E. ~o ~ #310 t1 ' i °'0~, 7. GRADING MORE THAN ONE ACRE WTMOUT AN APPROVED EROSION CONTROL
S 7 1 ~ 7.8 " ~ ~ ' 6 .5 750.45 / ~ , 7,48.2- ~ -~r ~ ~ ~6 ' 9$ ~s ~ 747.6 r ~ ~r ~ trcvor _ PLAN IS SUBJECT TO A FINE. ~ 5 ~ ~~I ~ (/~j
,r ~coor ~ ~ 3 ~ - / 798.1, ~ tQ 748.7, ~ ~ ~t b ASPHALT ~ ` - 0I b .ASPHALT TRAIL - STABILIZATION ~a THE BEST FORM OF EROSION CONTROL. TEMPORARY ~ET~NG 15
~r-M r ~ 8'31tl.9 ~ ~ ~ t / 8.6 ~ r ~ 1 6 3. G ~ r ~ r ~ ~ PES USE 5U~ - P 4 .7 ~ ~ .~r ° ~ / ~ Q I b. ,,,1 / r ~ Q i , NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND 6, USE SUPER ELEVATED SECTION
76 .25 _ ~n 7 0. 6' ~ t f Hcr~t ~ ~ ~ ~ ~ ~ 5 ~ ~ 747.4 / ~ 4$• ~ to,oz ~ ~ FMS E$PECW.LY WHEN SPECIFICALLY REQUIRED A$ PART OF THE CONSTRUCIlON 7 Z r ~ ° SEQUENCE SHOWN ON THE PLAN. ALL SLOPES MUST BE HEEDED AND MULCHED
r ~ - _ ,w~ t - - - , ~ ~ ~ P LT ! _ ?6 751.0 ~ 74 .2 , , ~ ri ~ %'755 _ ~ r f P LT TRAIL 6 ' I ~i I S 4 ~ - WITHIN 15 WORKING DAYS OR 34 CALENDAR DAYS WNICH#:VER IS SHORTER, RLL 31002
~ ' I - ~ ' 4 .7 % 747. ; a l ~ ~ ~v USE CR( USE CROWN SECTION 6, ~`"~j ~ OTHER AREAS, 15 WORKING DAYS OR ~ CALENDAR DAYS WH~HEVER I$ SHORTER. yy~gq(j ~ a _ EXTC~ ' ~ ~ ~ _ a ..v.
j ~.I_ ~ _ ~ ~t..~1-~ _ ~ ~ r ~ ~ ~ 2 MINOR G 3. _r., - ~ o 1 1 `~-MINOR GRADE DIP y~ rn C - ?N~'LL s, CROSS SLOPE OF SIDEWALKS SHALL BE 1/4 /FT. (MAX). ~
_ wr _ - . ~ ~ i~ L . `!k'a~y"'.~s'~"'i:~°--r°+ w ~ ` 11' ~ NC[~OT` ~ 1 ~3' l~ / . ~Q QJ p ~ - ~ " 1O. ROOF LEADERS SHALL BE $DR-35 PVC, SIZE INDICATED, 1.5% k~N, SLOPE, 18°
- ~ ~ - ~ _ _ 78.2 - 1 i 'XISTINO ( _ ~ -R~, _ ~ - _ ) ~ ~ , fr ~ 4 1= ~ 1 r 5 E RED END E ION M ~ li n MINIMUM COVER. 3 SL MATTING SWALE R--
_ ~ ~ _ ~ - 5 LANDING AT 29'0 - ~ I ~ ~ ~ f RIP w f i 48.35_ p r ~ o 6. RIP RAP APRON TYP, 7 ~ / ~ ~ NA 575 OR "L:~ ~ ~ ~ ' i - d ~ t 1 11, PIPE LENGTHS SHOWN ON CULVERT'S NdCLUDE FiARED END BECTIOh~. ~ t1s
I _~w _ -EXisTiN~ SLOPE, (Tm.~ ~ ~ f ti~ u f o ASPHALT TRAIL LT TRAIL ~ ; . - _ ~
~ ~ r'r-~ WOODED AREA_ , _ NOT #1 ib t / - ~ % ~ , - ~ ' 6. U5E aUPER ELEVAT TEA ~ ~ '"w .i r ,r - ~ UPER ELEVATE} SEAT p~, ~ / LINE DITCH WITH (9 TONS 12. UNLESS OTHERWISE NOTED, THE PHYSICAL CC1t~lECTION BETWEEN THE SITE ROOF
r ~~~f ~ _ !i1A55 B RIPRAP DRAIN PIPE AND THE PIPE INSTALLED BY THE PLUMBING CONTRACTOR SHALL BE :=`""f ~ ~ n 1 ' / _ y MADE BY THE SITE UTILITY CONTRACTOR.
' ~ 1 ~ ~ ~ ~ 3 ~LC.PE--MA1'~1~"~' `~LINER~- ~ ' ~ .r- `t. ~ y' Q 17 ~J ~ r I ~ ~ ~ ' 0 ~ - 13, LANDINGS OUTSIDE ALL DOORS SHALL BE SIZED PER NCBC AND NC VOL. -G, BE
i ~ ~ ~ ~ P- ~ HALT TRAIL NAG ~~~--0R -E r ~ .y ~ b. 1YP, ; f - ~ r - ~ k © ' . - AT THE SANS ELEVATION AS THE FFE, AND SHALL HAVE A MAX. 2~ SLOPE IN ANY
`E G- ~L4P>= SE~TION~_ - ~ f°'° i' - DIRECTION II~LUDING iN THE t~AGONAL, ~ t ' ~
l . - q5.~E_E SHEET KP-101 THROUGH KP-108 1A~, THERE SHALL BE NO D~aItC7TtATED PEDE$TRVW ROUTES FROM H.C. PARKING TO
® ~ ~ / /ice ' f ~ r' 1 ' . ~ ,r ~ ..r - ~ ' ~ YtiR CONTINUATION OF WORK A55OCIATED COMF~.lNITY GARDEN AREAS, GREENHOUSE, GARDEN WASH I~U$E, SPRAYGROUND ~ ~ , , ~ " ~ s ' `~,,A ~ ~ WITH MODIFICATION OF EXISTING EARTH FILL RESTROOM, , PAVILION WELLHOUSE$, PLAYGROUND, SHED, GARDEN SHELTER, SMALL
~ ~ ~ ~ 74 i 743. 6~ ~,.~w ~ % _ c_._ _ _ v ~ 1 ' 7g ~'743.7 - = 0 \ i'~~'.~',r~ ' ~ , ~ SHELTERS MULTI-PURPOSE FIELD AND STREET, WHICH q(CEED A 5°b RUNNING ~ a~ ~ f r / ~ V ` 5 -EM6ANKMENT DAM.
- ~ ~ ~ ~ AX• a 1 ~ , , ~\,1 , SLOPE IN THE DIRECTION 01r TRAVEL AND A 2~ CR03$ SLOPE, ~ i
~ ~ - f 120 M ~ .V ~ _ ~ ~ U.k~~~ ~ r- ~ `NOTE: THE PROPO~ED AND EXITING THERE SHALL BE LEVEL TURNING AREAS MAX, 27e SLOPE IN ANY DIRECTION © x ~ ; 15,
, 4~ ~ u 1 , ~y - ' CONTOUR LINES SHOWN KP-101 THROUGH INCLUDIt~ IN THE DIAGONAL) ON ALL SIDEWALKS FROM H,C. PARKING TO - - " KP 107 MATCH THOSE SHOWN ON SHEETS COMMUNITY GARDEN AREAS, SPRAYGROUND RESTROOM, PAVILION, WELLHOUSE$,
02 r r` ~ ~ r~` r, -°3:0.02 / ~ ~-~'`~^``'74 •24/ 7 - - ' ~ = ' L-4.0 THROUGH L°4.2 ~ ~j _ 1~ PLAYGROUND, GREENHOUSE, GARDEN WASH HOUSE, SHEDS, EARDEN SHELTER,
_ ~ ,v:.----'' , ,r„ ~ I ~PRAYC~R UND °q" `'"144-'~~ - ~ ` ~ ` / ' ~ ;73 2. ENLARGEMENT i~ _r~r"~ SMALL SHELTERS, MULTI-PURPOSE FIELD AND STREET, WHERE RN INTERSECTING ~ ~ ~ ~ 1 • : ~ ~ ~e SIDEWALK CO~IECTS WITH Cf.
L. ~ - , ~ .144 744.06 - ~ ~ ~ 1 ASPHALT TRAI 5 ~ ~ ~ . ~ ~ ~ S 'HA ~ ; , -
_ ~ `)42,x° . ~ r, ~ ~ / ~ ".P , i, ^w-- - - 5EE SHEEP L-4A FOR USE SUPER E) I , ~ 744.06 r, ~P~ ...Ra ~ TM,~.... ~ ~ ~ ~ / ~ ' ~ ~ ~ ~ r. 1$. CONTRACTOR SHALL WORK WITH DESIGNER AND $PRAYGROUND MANUFACTURER TO 5E SUPER ELEVATED 6. w ~ y. ~ ~ t ~ HELD ENgNEER SURFACE SLOPE OF CONCRETE PAR. PROVIDE A MIN. 1,5% SLOPE
5--..'"'`-' ' f' ! ~ .y/~ 2 ,r-- i~ ~ ALTERNATE #3 THIS AREA SECTION ECTION ~ ~ I ~ i s~~ ~ TO GRAVECY DRAIN SYSTEM IN $PRAYGROUND. PROVIDE ANON-SLIP GRITTY FINISH
~ 743 ~ ~ , / . • r~%~~~,,; b ASP T TRAIL ~ - ~1 I (BASE BID, NO BRIDGE) 74 ~ 1~~ ' USE SUPER ELEVATED SECTION ' 'I ca3~ ~ 7 ON CONCRETE PAO. CONCRETE PAD SHALL BE SLOPED 5UCH THAT SURFACE ' ~ ~ ~ ` ~ ~ ~ - ~ WATER RECIRCULATES THROUGH THE SPRAYGROUND PIPING/PUMPING SYSTEM. ,
~ BUFFER ~ r ? , MAX. 50X ..f ~ ~ - . % ~ r rs ~ NEW P
3, Q _,r 741.2 P t~carr ; ~ ~ 1' ~ MINIMUM RELEAaE ~ ~F IM ERVIOUS-DES 12 j , ~ ~ NEW POND LIMITS - ~ ' ~ ~ 17. ALL THE NECESSARY APPRWALS HAVf BEEN/WILL BE OBTAINED FROM STATE AND 726 ~ ~ ~ ! . GORP$. FOR ANY WE'fIAND DISTURBANCE AND/OR STREAM CROSSING OR
r' t~carr - f i39 . / ~ PIPE, SEE-_ - ~ ~ ~ 1 ~ tc,~ ! ~ , ~~5 FE;° BEGIN TRANSI114N FROM CROWN ~ KP-102 ~ - , ~ DISTURBANCE.
. 'fig - ' ,-;~'i`'~ 0`~ SECTION TO SUPER ELEVATED ? ti S !HIV-740.9 . r 1 y r ~ ' 1 i i I n ~ 1b, L SLOPES IN THE ACCESSIBLE PARKING SPACESlACCE~ AISLE AREA SHALL NOT _ . ~ AL
~ -''%~~,!-,~r~ ~ SECTION {APPROXIMATE LOCATION) M ~ ~ ~ ~ ~ ~~t -3.1 SLOPE ' - 734°~""'°~~ ko ' /-r%":-- - - ' r.= EXCEED 2~ SLOPE !N ANY D~ECT~tN INCLUDING THE D4IGONAL. PTO 2Cf N4: 236 1 SLO "E - ~ i 1
r t ~ . ~-____r_-~~.."~--",.~-,~ ~ II i tRM1TTENT , . ~ ~
-o < ~ E~ ~ ~ - ~ 730", ~ 'tip ~ y,~,~ ~ -o" L6 U5E CROWN SECTION ~ ; II ~ ~ - j - - 730 - _ - ~ ~ STREAM 't ~ ' 18, ALL RETAINING WALLS GREATER THAN 4' HEIGHT REQUIRE A BUILDING PERMIT FRt~ ~ u _ r~ ~ . _ - BuiLD~r~ IN$PECnoN$. Drawn By. s. H~rs~h ~ /gyp ~ g.q~ . , ~ ~ ` . ,
_~a4 ~t ~ ~ • , ~ _ I ; l i " ~ NEW POND LIMITS : ,~-i ~ ~ - ~ ' _ ~ t f - 732. ~ - ~vic~~~- ~ ~ ~ ' ~~~~til°? Deigned ~y: J.9shbaugh
a , ~ 34-
n EXISTING POND y 1 { w - B .,1Bo~ 4.
NEW WATER LEVEL 732.01 - f . - i Checked By: J. Ashbaugh
00 FE$ 1 2 -INAeCESSABLE „ EX FES 13A EXISTING SIGN - -SS- - EXISTING SANITARY SEWER LINE
TCA Date: 10.01.08 r EIP EXISTING IRON PIN
f llJ F i'/f o* Y~ -J`0 (J,~` "4 1 ~ ~ ~ , .W.~, l GV. . T __-_W EXISTING WATER LINE
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USE CROWN SECTION b. 7 r - 1.. ~1( 7 [ I - I .y i q~ P Revisions: P , R/W RIGHT--WAY EXISTING CURB AND GUTTER
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\ ~ I ~1 ; s'~r ~r ~ #12 ~2N SHEEP L-4.5 r ,1` s ~EPTIC SYSTEM FORCE , i ~ / ~ ' r' , / / ~ ~ I ~ ; r • WOODED AREA ~ ! t~
MA N, TYP, SEE NO I ~ r / 2 , I a . . , ~ ~ . ~ ~ 760- k' , ~ ,
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i 4 1 t~ 'l 4 ~ } t ~ < < ``~r t_ SPRAYGROUND ~ A j f ~ .s ~~~5._ 1 1 ~ . ~ I r RC I 742.v r t J / 15 I r
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I ~ { _ _ ~ ,~7~:LZ . - SPUTTER OX SEE NOTE#12 1 ~ ~ ~ ~ ~ ~ ~ ~ \ ~ ~ ! , 4. ' - 20 (AVG. ~)N, SHE 1-4,5 i ~ ~ ~ v A~ r, i ~ ~ ~ / ~ ~ • k w ~ ~ Q~ w' -7
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EIP W Cq X ~ ~ ~ ~ ~ , ~ - . ~ _ - i ~ - ~ ~ / r ~ I E ~ EXISTING POND 2 ~t tt~
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ElP 0.24 N X i ~ / ~ ~ ~ ) EIP w co ~ I ~ t ~ t ~ ~ ~ E ~ ~ f P r r ~ ~ 7 ~ ~ /
~ ~ -~-~~owo-,..X t ! ~ ~ l i 1 l 't ~ ' ~ ~ i ~ 4 \ ~ l : ~ I it ~ 1 ~ ` ~ ~ ~ ~~1 ~ ~ ~ ~ I ~ ~ t~~ r~ ~ ~ ~ ~ r ~ ~ I~
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/ / ~ ~ r f t ~ \ 1262 RANKIN MILL RD - , ~ ~ t ~ i ; 4 W ~ ~ ~ ~W FENCE" ~ ~ ~ V ~ ca
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DONALD F. BROWN & ,r 4 ~ I ~ I t ,r " ~~n.~..~.1 - - _ - ~ AXLE ' p-\-~ / ~ i 1 ~ ~ / ~ 4~
~ NUTSEIN N. BROWN ~ ' - n - , - 7 ~ , t~ r~
~ r=--- _ ~ 1256 RANKIN MILL RD , ~.a ~ ~ ~ ~
- _ _ I PID~ 05040189004360DQ17 ~r /f ~ ° ~ 1 I r'
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l_ r-- ~ ~ .
REDUCED PRESSURE PRINCIPLE ASSEMBLY rI t EXISTING POND ~„~,-;--,a ~ v s f / a ~
WATER LEVEL 749.4 ~ ~,-~~e~ / r• ' 0~ T ~ ~
1 SHUT-OFF VALVE ;fit SHUT-OFF VALVE {~2 RESILIENT ~ RESILIENT SEATED GATE SEATED GATE VALVE WITH ~t, 'f '
HANDWHEEL OPERATOR. SEE 't VALVE IMTH HANDWHEEL OPERATOR. 5EE NOTES ~2. NOTES ~2 ~ i~~ ~ ~ ~ / ) ~ ~ ~ d'r /
283 Camp$mipn
Maintenance CHECK VALVE #t / A~P ~URT~N RD. Camp TEST COCK #a GHECK VALVE #2 i •i : i , /
2825 ~ SEE NOTE ~3 ' ~o I C ~ ~ # O
~ RESTRAINED JOINT I r~ r~ ~ ~ Pro•ett No: 232b e. ,s / ~ ,
1 j` X19 SEE NOTE #4
KEELEY RD. l 2830 I, REMOVABLE - _ ~ Draevn B : S. Nirs~h
Y i INSULATED ENCLOSURE ~ / WITH DRAIN PORTS, ~ i t ~ ~ EXISTING POND 3 J / ~ WATER LEVEL 741.5'
~~NJT~U~~~flN NQT~CJ, i . ~ s ~ d DeSlgned By: J.bshbaagh
a f /4tff 7T JP FLOW - ur DUCTILE TYPE K OROL COPPER t II P ~ f i- r r, ~ ~ ~j
FOR 'PER / Checked By. ).Ashbaugh,
TUBING FOR MIN. OF 5' ON -t~ LOCKING HOLE 27_1I2" SLOPE GROUND ' TT OF 5' ON / SEMOLY.
SITE 2829 1 MIN. RELIEF VALVE EACH END ASSEMBLY. A AWAY FROM 3d" MAX. OUTLET SEE NOTE #4 4 e--- r COVE oa Date: 10.01.08 NOTE. WATER AND SEWER NOT PROVIDED
2832 / - _ - I I=1 1
2770 ~ FREEZLESS YARD HYDRANT LOWEST POINT OR 13Y THE CITY OF GREENSL30RQ,
HUFFINE MILL RD. ASSEMBLY IOWA MODEL RELIEF VALVE OUTLET 1 - Y34 OR Y1 OR APPROVED Revisions:
SUPPORT, PAD AND EQUAL (MOUNT HYDRANT TO) w i 01.07.04 ISSUED FOR TRC REVIEW
C 2848 2'x2'x4' THICK CONCRETE FOOTINGS AS / 2848 4"X4" TREATED POST} / GRAVEL SPLASH PAD REQUIRED BY CONTRACTOR / 09.02.09 ISSUED FOR TRt REVIEW ,o°~~
2827 _ RESTRAINED JOINT t
I-840 Loop) 1 =411= 11- I .=11 -1 i-a 1 F SEE NOTE #4 ( _ - - ~r F
FINISHED GRADE
VICINITY MAP CONC. METER ' MIN, BURY ,r 1 :a i r
BOX WASHED STONE NOTES: FOR DRAINAGE 1. REDUCED PRESSURE PRINCIPLE ASSEMBLIES (RP) MUST CONFORM TO CITY
0 1 WATER OF GREENSBORO(COG) SPECIFICATIONS. SERVICE j,
2. COG APPROVED RP INCLUDES SHUT-OFF VALVES #1 AND #2 AS PART OF THE ASSEMBLY. NO SUBSTITUTIONS SHALL BE PERMITTED. r" 111 ~w ~ /V- ~ ~
3. TEST COCK #1 SHALL BE UPSTREAM OF SHUT-OFF VALVE #1 AND IS
#Y CONTRACTOR SHALL PROVIDE REDUCER, PART OF THE APPROVED ASSEMBLY. N
SEE SITE UTILITY PLAN FOR CONTINUATION 4. PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED IN COG STANDARDS g (REDUCER NOT SHOWN IN GRAPHIC) SPECIFICATION. ALL JOINTS SHALL BE RESTRAINED WITH MEGALUG
a RESTRAINTS OR APPROVED EQUAL. 0
INSTALL 1" WATTS DOUBLE 5. 8" - 10" RP SHALL BE SUPPORTED AT CENTER WITH BRICK PEDESTAL 0
CHECK WITH CONC. METER BOX AND SHALL NOT BLOCK RELIEF VALVE ON DRAIN PORT, rn ° INSULATED ENCLOSURE SHALL BE AS SPECIFIED IN COG ENCLOSURE I ? } Sheet Title: J
INFORMATION.
7. ALL LOCATIONS FOR BPA'S REQUIRE COG APPROVAL.
F 8. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS
W r Pr r r n PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR OTHER ee a o a t WATER-USING APPURTENANCES CONNECTED TO THE SUPPLY LINE N E N Utility I
6 BETWEEN ANY WATER METER AND ITS COG-REOUIRED BACKFLOW 3 PREVENTER. v an
9. EACH COG-REQUIRED BPA IS REQUIRED TO BE TESTED BY A DONALD F. BROWN _ ;
COG-APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER SYSTEM IN ti ~ SERVICE, BROWN .._..,c HUTSEfN H. j f West
m N m 1256 RANKIN MILL RD
0 PID# 050401 890043600017., r - - f
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RP 2 1 2 -10 Above Ground 1 UNDISTURBED .--77 74 40 0 20 40 60 L=4*4
. . . . . . . i . } it 1 W 90
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(ALTERNATE NO. 5 ,,,,lr,, ~ 4. r ik~ ~nl 11.52',,
2832 Camp Burton EL ~ V DG ~ v. ~ 'nr'•• ,rr' ~ \ 1 Maintenance ~g ~{p t tt~~ 'i ' w: " ' , .~AL t LRIW'1TE NtJ. ' / Station Structure Structure RimlGratetTop Pipo Pipe Pipe Pipe Pipe Pipe ~ i v-~4s.~ ~ , I
\ Cam (Kilt Q~M~D WE 1P `°s.; '..h ~ • u ~ / \ ~ AMP BURTON RD. p •,~-~~»,t., I N NRNG~ L Ott ~ f j Na. No, Type Elevation invert In Invert Out Material flia. Lsngth Slops ' , ~ ' ~ ~ ,f I I(~V 74,.98
2825 ~ -~C.'': ~i. WA~iF1' .,~QWN~AR~f'i \ ~ ° . ~ _ - - / [Ft1 CFt] [ft} [Ins] fFt1 CF~t] De~ription ~ ° 1 Nt ~ , EXISTING' _ ~
J r' l WOODED AREA ~ ti ~ f , ~ ~ _ _ _ _ _ _ Ca 1 CO At Grade - - - - - - 736.30 PVC 4 8C 0,011 [lpstrearn end of sgslem. I
y , , , y. ~y ~ ~ ~ ~ y ~aI
2830 ~ r , . ~ ~ ~ r.. R PRO~'OSED MAINTENAI+~E ~ ~ ~ (ALTERNATE NO. 51•' ~ ~ o , 3/4 REDUCE 1 w -17 LT PAVfi ?NATE NO. 5~' ~ 8~ ..5 ~3~E i33.~4~8' Arc I ( w ~ ~ CC2 CQ AtGrade 734,46 734,46 PVC 4 $6 0,016 GonnesLstoCC3. ~ ° ° ~ e
z ~ ~ NG- ~ ~ G ~ : ' ' ' ~ ~ ~ ~ BUILDING, SEE ARCH, QWGS. lLT PAVING- r ; $5.~7 PUd 120.QQ ~ 1 " f, i l ~
~ ~ FOR DETAILS b. HEA}tY'DUTY cS~' 1, ~ ~~DLJTY . ' _ , ( ~ N 4C1`53'O9"E ~4, 4'-Arc~~ ~ - - - - - - GG 3 C4 At Grade 733.10 733.10 PVG 4 108 0.011 Connects to CO 4. _ ~
~ I ~y , ~ (ALTERNATE NO. 5) ~ + r . / 11 t I ~ ~ i ~ ~ _ 09.13 Rad , X4.96 ~ ~ ~ _ . ~ r l~ _ ~ ~ _ t .
f t? ~ T E 2829 ~ ~ ~ `~v t ~ t, ~ { CO 4 CQ Ott Grade 731.96 13 95 PVG 4 145 0,010 Connects to MES 5. / ,,r ~ . w. f
ALTERNAl`E N0, ~ 1~ ' O ~
2832 I i ' 1 GATE • ~ s ° v~ - ~ D PIR~i9YC ~ 1 ~ rr ~ 2770 I ~ ~ . V. V~ ~ ~~,:Cn $ ~ ~ ~ - ? EIREr~HYp N~ MES6 MES 730.46 FVC 4 Sump dischargeoutfall. ~ ~ ~ e' ~ ;
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HUFFINE MILL RD. f' S ~•ti.. / ~ r f ~ o i . 6 C900~. PVC III ~ °'^w. t ~ \ V ~ ~ / ~ C900~. PVC WATER L NE PVC = Sehedule 40. ~ ~ u.t ~
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2848 2848 \ q r .lr c ~ f ~ ~ t .t f. ~ CO=4 PVCCfean~t ~ ,,,r°~ w ~ - MES =Mitered end s~ct~on, _ _ --fi - W. Morehead Street
2827 _ ~ ' _ - ~ f - ,r, - ~ ~ - - - - ~1 ~ Z
I-8A0 (LOOP) ~ ~ ~ ~ t = / ~ ~ f r ~r ~ ~ ~^'1 r I ~ ~ ~ ~ Charlotte, NC 2208
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1iIIITY MAP r ~ f - ~.Q - ~ ~f i 1
/ w ~ _ (ALTERNATE NO. 5) - _ ~ / J / ~ ~ / ? w ~ ~ ~ ~ ~ v.. ~ APPROX. SEPTIC TANK LC?CA110N, r° / r ~ r'~ r ~ ' ~ ~ ~ ~l ~ 1 Site Tannin t 1 ° ~ ~ ~
r u~ ' ~ ~ -a, / l ~ i ~ x1 1/2 REDUCER SEE NOTE #12 ON SHEET L-4.5 / / l / - ~ 4 ,.y' SEP11C YSTEM FORCE ! u.l ~ ~m ~ ~ ~ r '`r , rt"~.~f-' ~ ~ ~ ~ ~ MAIN TYT'. SEE NOTE #12 ~ I ? Ciwii Engineering
~ ~ r`~ / 1 / ~ ~ / i t z ___"`q ,~`I r% l ~ f 1 w 1 Q r-- - f i / t j 1 ~ / g ~ ~ ~ ~ ~ 9~ ~ ON SHEET L-4.5 ' I~ ~ i l - 6 / ~ ! ~ ~ z ~ vvww.sitesolutions a.com N ,~1' 'i, ; p
ar 2 TE , ~N 7017 32 E to r (ALTERNATE NO. 5) l ; ~ ~ ~ r ~ f r r j I % / , I {ALTERNATE NO. 5) ) ~ a ~ I
11 52' i ~ ~ , ~ / I . ,s,y i \ ~ $ ~ ~ APPROX. PUMP TANK LOCATION, ~ / 1 ~ ExiST~NG ~ / ~ ~ E t i^' Tele hone-704-521-9$90 l i ~ ~ ~ y, - G ~,P , ~ E { r ~ ~ y P / ~ < ~ POND . - ' ~Sj~N \ ~ / I I I facsimile-704-521-9855
iNV-7as.~s'`` 5EE NOTE #12 ON SHEET L-4.5 ~r 6. N rD~- 1~A710Nr ~ ~ ~
- - ~-l-- .r' 1'. ~n pp ~~N ~ ' ~ i / , f' / l r 1 ~ r , ~ ; : , ~ FUTURE ~ ~ ~ /
NI I~ v ~ ~ ~ r ' TE ~r~ A ~ `i ~ , f' / 1~ n W r ~ . ; ~ i a~/ ~ f ~ - . I s', ; ~ 275 ~AS~~ALL ~ i ~ ~ / ~ .
I 1 I I ~ (ALTERNATE NO. ~cALE ~ = ~O ~ ~ ~ ~ / Seas.
~ 63,48' Arc ~ / / f"UTURE ~ / / I G ~ ' / ~ r e ` ~ / ~ ~ t / f ~1
0.00` / ~ r ~ ~ ~ / /
D,~ 84,2~ Arc IC SYST~ivl FORCE ~ ~ ~r l T I 1 ~ -7 / ~ ~ f / ~ P
` 44:96' t ~ IN TYP, SEE NOTE #12 ~ , ~ ~ .,.,""`_..~,~s",- ni 1, j I ~ t ~ ~ 1 I / DESIGNATED REPAIR AREA I:OR ; / J j /
- _ ,i,~ l MAINTENANCE BUILD( ~1 ~ f ~ ~ / J
*T,' ~;r' ~ . i TERNATE NO. 5 ~ / f
~ i d ~ ~ r' ~ l 1 ~r a ~ i' %l f ~~~ysa~Errlr~il~
A, \ 1 l hlVv I .9 I ~ _ ..o "a 1, ~,~J ~ " / - ~ / ~ ~ et_ ~ ~ IYYY'l I`~ / ~ I f f X04 T+ ~ ~F,ty ~ / 6 r' f I N ~ 4 pp~y~, ~ihF 7!
~ I t-- , ~ ~ ~ ~ ~S"`~R ~ , w 20.1 , ~ 2S
~ / f I l / ti } P / ~ } r p/ t1L n
1~ PRESSURE~MANiFOLD E / f'' ~ , / ,
- l SPUTTER BOx, SEE NOTE#12 ? ~ ,f ~ ! / , J ~ ,l r ~V~ I .f' 'f l'~ ! ' / / l ,r tip. ,x
ON SHEET L-4.5 ~ a 1 / f i{ i'l ~ fr~~P~` pp~~ pQ~'t~® iflY I ~ ` / / ~ / / !!d~ ~ IS. V get
~ ~ _ ~ ~ / rte, - F ~ " ~ ~ I ' t, ,r arras _ ~ / ~
~ ~ .a ' / ~ ~ X 4I X ~ 1' ~ • ~ , ,J' t / 1~ + o ~ / j / ~ / / c~ 1 f ~ , i / /
30 ~ 5q'S~r GAT ; / ~ ~ d 1 \ / r ~ ; _ ~ PPROxIMATE SEPTI ,r / ~ ~ J / , ~ / ~ ( ~ 1 /
~ I MELD LocATION r ~ ~ / l f ,
4 ~ I r ~4 " f' ~ INV-759. 6' EXTG, r i ~ ~ / / ~ r ~ l / SEPTIC YS M WR E ~ ~ - " I ; ~ ~ r
~ ~NCG5 0 M-- ~~RD,. l ~ GRAVEL ,,-~?~a ~ ~ i l l /I / ~ ~ IN, TYP. SEE NOTE #12 ~ , - ~ ~ ,1 i /
ON ~SH ET -4.6 ! \ fir,. ~ ~ ~ ~ ~ ~ ~
~ i ~ ~ - ,J'
' A• ~ - • ,gyp ~ r,~~/~ ~ 0 f ~ ~ v 1 I _ ~ ~ ~ F' ~ UTILITY IV~TES I ~ e,, --f
i - ~ ``v _ ._,NITROGEN LINE, TYP. ~
~ _ Q 6.25 ~ ~ 1 P~ ~ / , ~ , ~,,1 r..~-' ~,r ~ TANK , ~ 1~ ~ 117 z ~ ~ ~ 5~ ~ / r~~ ~ . _ EX~ST1NG ~ ~ ~ ~ 5 SEE NOTE #12 ON 1. UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH AU. APPLICABLE LOCAL. AND 7 t ' _ - _m ~ \ ~ SHEET L-4.5 STATE CODE REQUIREMENTS.
'd Rod l ; , . ~ , ~ ON"< , l / ` ~ 2 STORr t ~ q•0 / FRAME ~ i' X52-~,. `4 2. THE GOlVI'RAGTOR SHALL BE RESPONSIBLE WR VERIf11NG THE LOCATION Of ALL EXISTING
755 x~ r ~ / ~ / ~ ~ ° r HOUSE M e ~ , - ~ ~ UNDERGROUND UI1UTIE5 (STORM DRAINAGE, ELECTRIC, TELEPHONE, ETC,) PRIOR TO
- r i ~ / l~ ~ G ~ -.r _ fE-758.93 ~ ~ - l`" _ ~ 's ~ CONSTRUCTION. INFORMATION SHOWN ON THIS PLAN 15 FOR REFERENCE ONLY AND SHALL ~ 1 ~ 3 ~t, BE FIELD VERIFIED BY THE C OR,
' S i ~ ~ 5~ / _ ~ ~1 _ . t 3 ~ ~ /
1 tad ! ,r I 1 ` ~ i ~ ~ r"" . ' / ~ ( , i _ _ _ ' 3, THE CO~PTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IMMEDfATELY If ANY
\ =,.-~R`~ ' i >+U~'tJR)r ~ ~ ~ f ~ti ~ ~ I / ~ i r' ~ Ai'PROXfMATE LOCATION OP EXITING ~ / ( "1 . ~ I DISCREPANCIES BETWEEN THE CONSTRUCI1ON PLANS AND ACIUAL FIELD CONDTnONS ARE 7 _ ` ~ E 1 ~ F(?U D
\ ~ \ ASPHALT ~ ~ l / r / / r , / , ' CO _r ~ ~ ~ ,._DOMf:w11C WATER SERVICE TO XISTING LNG= ~ A ~ ~ i ti ~ r
~ ~ 1 MIL ` ~ / 1 f J / f ~ ~ j~ ~ ~ O ® II e ; ~ ~ t ~ r : / / ` -i- ~ HOUSE(ASSUMED 1 WATER SERVICE) r ' ti. ,,r r - F ~ k ~ ° - 4, MINIMUM COVER FOR ALL SANITARY SEWER MAIM SHALL BE 3 -0°. t~1C11LE IRON P{PE
_ ' _ ~ EXISTING a % t ~ ~ ;'r.' ~ _ \ ~ _ WOODE AREA / ~ , !'j ~ ~ ~ WILL BE SUBSTITUTED WHEN MINIMUM COVER CAN NOT BE MNNTAINED,
1 r`. _ 5. THE STANDARD DEPTH OF COVER FOR WATER MAINS SHALL BE 3 -0 MIN. EXCEPT AT = - - - - 4 \ ~ ; ~ ~ ~ t' VALVE OR HYDRAM LOGAT10N5, OR OTHER SPECW, CONDIT1ON5.
~t, 1 / ~ f ~ ~ . ,f ~ PLAN FoR co
~ ~ t / / r"" j l r ~M % ' ~ - 6. THE CtN~lECT10N TO EXISTING WATER MANVS SHAt.L BE PERFORMED ONLY AFTER ALL
' ' i ~ ti ' PREGURE TESTING AND CHLORINATION ARE Sl1CCESSFULLY COMPLETED AND THE LOCAL ~
~ ~ ' .i 'ti ~ REVIEW AUTHORITY hlAa APPROVED THE CONNECTION, THE CONTRACTOR 5HALL AVOID DISRUPTION OF EXISTING SERVICE. ~
1 ~ ~ / ~ ~ 1 , 1, ~I ~ ' ' ~ i !J (q~ r.. V/~ ' ~ ~ ~ ~e ms di
i ~ ~ ` ~ ~ ' ~ 7, REFER TO PLUMBING DRAWING SERIES FOR THE LOCATION OF WATER AND ~NtfARY 1.~ ~ ~ ' ~ / ~ SEWER SERVICE CONNECTIONS AT THE BUILDING. ~
~ ~ \ Q f ~ ~ / Q~ , ~ - ~ / EXITING WELL #2) A
f ,r ~ l i,' ~ a ~ NC7VRTE ~ EXTG. WALL 1 \ ~ ~ ~ ' ~ EcONCARY 2 MMES T is , ' 1 r / ~ ~ _ - r ~ 1 ~ , 769-----_._..a' ~ ; ! 3 % ~ , - ~ w,w;r ~f ~ 8. UNLE55 OTHERWESE NOTED, THE PHYSICAL CONNEGTTON BETWEEN THE SITE UTILrfY ~ t ~ ~ ~ ONES AND THE PIPE INSTALLED BY THE PLUMBING CONTRACTOR SHALL BE MADE BY
~ ~ ~ I o WATER SERVICE TO ~ I / ~ / ~ - 't ~ ,TM t ~ ' THE SITE UTILITY CONTRACTOR,
r J ~ E 11N~ W T~ 9ER'!~'IC~ ~ ~ 1 ~ ~ - ,
° .e e ~ - 9, PIPE LENGTHS SHOWN ON PLAN ARE THE ENGINEER S ESTIMATTr USED TO COMPUTE PIPE C>~ ~ , , ~ ~'O ,r 's, ~ ~ e - . 510PE5 AND INVERTS AND SHALL NOT BE CONSTRUED BY THE COMRAGTOR TO
4 t V i~ 4 " ~ ~DR'~ IRE: RANT ; ~ e, REPRESENT THE ACTUAL QUANTITY Of PIPE REQUIRED. iJf rnr ~ ~
\ \ ~ U w ~ ~ ~ ~ 1O. IF WATER LINE CRO~iES OVER SANITARY SEWER WITH LE55 THAN 18 INCHES VER11G'Al. 304 ~ASE~ALI~
I ~ i I ~ t / rlj ~ ~ ~ w~ I a i ~ ,SECONDARY SE E 70 ~ ~ r ~ t35` 't - , ~ , ~ f / f ~ ' ~v P EE~3TANDING ' „eo t~ ' ~ d ~ / f~ ~ ,-1 1 2 VALVE , SPIASH PAD RESERVOIR f - ~ 4 ~ \ \ GLk:ARANCE BOTH PIPES SHALL BE DUCTILE IRON 1O EACH SIDE. If WATER CROSSES
1 - ' / r SHOWER ~ ~ ~ / r ~ RO ,T ~ x- ~ ! 1~ ~ t ~ / / / ~ SP i " VALV ~ ~,"?ITH 1 1 / 2 VALVE p - , ~ ; ~ ~ ~ i ~ .,SEE , EC'' ----~_r ; ~ ~ , ~ - " - 6~ C900 PVG WATER LINE '1 ~ e~ , RO , LIMP TANK LOCATION, \ \ C I UNDER THE SEWER REGARDLESS OF CLEARANCE, BOTH PIPES SHALL BE DUCTILE IRON
6 , ~ is E 40- sv EE TE #12 ON SH L-4,5 ~ 10 EACH SIDE, IF WATER LINE RUNS PARALLEL TO SEWER LINE WTrti LE55 THAN 18 L. ti ,
~ o ; / f r` _ I 1 ~ PAAINTAI~1~ ~~v~RVI 740''"~~ AP ROX, E ~ i ~ I i ~ ~ ~ ~ _ VERT~AL CLEI~RANCE AND LEG THAN 10 SIDE CLEARANCE BOTH PIPES SHALL BE -AP ROx, EPTI LOCATION, SEE ~ DUCTILE IRON.
V v, 1 ~ ~c/ ! ~ ~ ;t ~ ; ``TO EXISTING HOUS NO #12 ~ ~ ~ ~ ~ , ~ ~ X G. `"`~.,NO H OF ELL 73 1 NO O HET 5 _
Z ~ s 6' , ~ ~ ~ A l u . ~ f . tAt 0 A' Ca - % ~ fir.. ,r ~ ~ ~ ~ ~ YVE 1 ~ ~ ~ ~ ~ WE: C DE:TA L 'i 11. If REQUIRED BY NUMBER 1 O ABOVE, REPUtCE EXISTING SEWER WITH DUCTILE IRON PIPE, r ~ ~ ~ ~ CLAG 350 WORKING PREGURE WrTH C,ASKET1rD JOINTS 1O° EACH SIDE Of WA1ER MAIN, ~ =b, ~ ~VJITHIN UNC)E G~OI~ND PIT,,
z'v, _e -w_,-_w.._ - ~ ~ 1 ~ _ _ r ~ ~ ~3 ~ 1 ~ EXISTING WELL LOCATION f 12~ REFER TO SHEET L-6,6 FOR CONSTRUCTION DETAILS AND NOTES REGARDING THE
~„6 . ~ ~ ~ (EX1511NG WELL #3) INSTALLATION OF ONSTTE WATER WELL SYSTEMS AND WASTEWATER DISPOSAL SYSTEVi 5 . °
r ~ ~ I I --1 ' - . 'r~ r ~ y, c~. , , ~ ,t ~ i ~ - o RENOV TE. EXTG. WErLL ~ ~ ALL WASTEWATER DISP05AL SYSTEM5 FOR THIS PROJECT SHALL MEET OR EXCEED THE
, , • . ~ cs~,. ~ - - AUTHORIZAI1ON FOR WASTEWATER SYSTEM CONSTRUCT10N ON SHEET L-6,6. i' ,r _ / ~ 9~
.,r ~ _ ~ ?vim ~ t ~ r~ r ~ ~,3'~, ~ ~ ~ ~ _ S ~ ~ r --~G~~. b WELL OU TYP 5EE 13, WASTEWATER SERVICE LATERALS AND THE SPRAY GROUND SUMP OIJTFAU. LINE SHALL BE
_ 1 ~ ~ r . ,E 2 i ~ ~ 14~ 3` b, 51TE Pi~AN-f ~-CQNTINUATION POL'riIINYL CHLORIDE (PVG} PIPE SCHEDULE 40 iN ACCORDANCE WITH A51M D 1785.
~ l 1d ~ P~ ~ FITTING SHALL BE IN ACCORDANCE WrM ASTM D 2405,
k ~ ~ ~ c~ ~ ~ 14, WATER 5ERVlCE UNES 1-1 /5 TO 2 DViMETERS SHALL BE ErfI1ER POLYVINYL CHLORIDE
~ 6 _ ~ ~ r. o ~ v ! ~ E ~ ~ z 1 VALVE i ( WATER ' ~ °a " - - PVC PIPE 1120 PR 200 IN ACCORDANCE WITH ASTM D 2241 OR SCHEDULE 80 IN WATER L E, ~ a _ _ ( ) ( ~
S ~ ~ 7-~ s ! /7 ' ~ /t~ gyp ~t, ~ 4 _.-p-..~i---~"t~,,J.~'~,,ypi~. 1 i ~ ~ yJ ! / ~ \ ,1 ) -.,'i' `C p/ /1~ { 11l. 3 WS , ~ ACCORDANCE WITH ASTM 1785. SOCKET FITTING FOR 1120 PVC PIPE SHALL BE PER TY'P, \ 9e u l F gip, ASTM 2465 AND FOR PVC (SCHEDULE 80) PER A51M D 2467, WATER SERVICE LINE
. ~ /~.-i ~ / ~ ; SUPPLY LINE TO ~ ~ 't~'' 4u PVC ~ ~ v, ~ I '~r1~ _ ~ ~ „--1 ~.r, ~ , ~ ~ ~ 4 PVC DRAIN FROM 1'y . _ ~ ~ - WATER SERVICE UNES 3" DIAMETER AND LARGER PVC 1120 {N ACCORDANCE WITH AWWA
~ ~ ~L u~U ~ _ ~ 11DRL 6ARREL. ~ ~ ~ / TANK I _ C_ r ~ ; ~ ``~.f , r r / ~ F SEE SPRAYGROUND , ~ ~ . 1ANK RESERVOIR `1 , ; - , . ~ _ ~ ,i ~ C-90O OR RUCTILE IRON PIPE (DIPj PER AWWA C-151 W/CEMENT MORTAR LINING IN
~ ~ , ~ f f v i / ''PLANS FOR I' PA IN OUtdU ~ ~ ~ r ~ ~ i ~ ACCORDANCE WJAWWA C-104. DIP SHALL Bf PRE55tJRE CLAG 350. -
~ 76 _ , ~ _ ~ i ~ _ CONTINUATION. ~ RESERVOIR- SEE SPLASH ~ X55--v~ / ~ ~ v,r ~ r ~ r ` ~ ` v . ~ ~ ~ ~ LEC~IV~
~ ~ 'S8 ~ - _ ~ ~ ice, _ Q .PAD DRAWINGS FOR 4, to ~I.t. ~-a ; ~ _ ~ a 1~' , s EkTG.~ - _ -
~r~_ ._----r~.. - v~ ; - ~ . v CONTlINUA : , 1...~ 1 ate,~" co ! ` * r / ?i 3. ~ ~ s~ ~ ~ U _WI" LL " ~ "i~,, ~ ~ - _ Project No: 232d
~ ' _.1 ~ , _ _ r ~ -zMt ~ r'! ; r" , ~ ~ HOUR ~ _ EXISTING SIGN -X--X X EXISTING FENCE e
:~,~~-Y-~~,-~.-~°'''"`''" ,,y ~ _ ~ ~ , ' / / V ROM _.EXISTING ; ~ ~ ~ ~~SPLASH PAD-S E P ~ ~ ~ - - _ _ ~ ElP EXISTING IRON PIN --~-~tJE EXISTING UNDERGROUND ELECTRIC LINE Dr~t4n By: S. Nirsch r=-`~ r L~ 1 ~
~ _ , r _ _ _ ~ ~ _ - - I ~ / E SLASH WOODED AREA ~.w _ TI,I_.' v~ ~ ' - / f ~ PAD DRAWINGS FOR ( / - _ r t- - ~ ~ - ~ 1 ,iq 1 ~ ~ r ! ~ t ~ EXISTING LIGHT POLE
r.. ~ ~ ~ _ --cvicTin~r ~ ~ ' ~ , . ~ y. ~ ~ 1~`P- .-''r~--- ~ i ,~CdNTINUATION ~t l~f ~i l~f ~ a~_~~ k ~~r A . , / _ ~ , --.~F T Fxi~nrcr, nv~euFan pnurFa ~ iNF Desl~ned By: ~Shbaugh
WOODED AREA 6! fvc
' / f Ashbaugh ,.r + - a~ / _ - - - - - R/W RIGHT-OF-WAY EXISTING UNDERGROUND TELEPHONE LINE Checked By: 1. r_ M
r E 1-5
f.. . ' G9 HC ACCESSIBLE SPACE Date: 10.01.08 EXISTING SANITARY SEWER LINE
EXISTING TREE TO REMAIN PROPOSED SANITARY SEWER LINE
_ y • 1 . ~ _ _ - ~ r
, / `tf EXISTING FIRE HYDRANT ReVISiQt1S: •.t - tiro -W EXISTING WATER LINE
~r r- , r? / r / 'l' r" r~ 744 01.01.09 ISSUED FOR TRt REVIEW l
x,.-J.,._ - r L 0 - ' PROPOSED FIRE HYDRANT ----W PROPOSED WATER LINE 09.02.09 ISSUED FOR TRt REVIEW 2
(ev EXISTING WATER VALVE -G EXISTING GAS LINE l ADDENDA #I 14.19.49
_
ELEV.= 732.0* _W 732.0t \ w, N PROPOSED WATER VALVE -G PROPOSED GAS LINE
.
4 o -7 / r Y as _ \ / 1 r~,,p J r" r f r 'y r',/" n,f^ ~ 7J em EXISTING WATER METER EXISTING CURB AND GUTTER 730
FL N PROPOSED WATER METER = PROPOSED CURB AND GUTTER ® 730
woo. f m PROPERTY LINE
(gov EXISTING GAS VALVE `
Q ~ 4 f / m r rrr~ \ EXISTING CONTOUR LINE 1 ter.
BUFFER r -73 r MAX. 50 r N,. EXISTING GAS METER PROPOSED CONTOUR LINE
IM ERV(OUS- 726- t A _ _ = EXISTING STORM DRAINAGE LINE 726 z R
. f>`_%°-.,_ % t; ;r r' , , ~ # i _ o l .r ~~v t c_ 7 v< Q EXISTING SANITARY SEWER MANHOLE PROPOSED STORM DRAIN PIPE
ITV V'-73 7 4 0. ` ° ° , I I 1 f PROPOSED SANITARY E MANHOLE Sheet Title: ROPOSED SA S SEWER E PROPOSED ROOF DRAIN PIPE
IN q IMPORTANT SSW 2 K'E / TERMITTENT
730 - CI `'730-7 STR,EAM r'p EXISTING STORM SEWER MANHOLE EXISTING DRAINAGE STRUCTURE
/ q r PROPOSED STORM SEWER MANHOLE PROPOSED DRAINAGE STRUCTURE y Plan
I (D lJ~,•. riq` , _ ''Z"i1 % ` / \ -,r li l \ / -734 r.. - q SLOPC Utilit
EXISTING POND / A 730 --7 - 3. TfNG- co -v•a - r - >3p _ m - - - ° " EXISTING UTILITY POLE CLEANOUT -0 ' AMETOt~
12 STL PIPE East
V-INACCESSABLE rr -
Ce)
i X r EXTOS, o w l 1 r/ 36 -OAK _
.1100 EXISTING _ - - NOTE. WATER AND SEWER NOT PROVIDED Sheet No:
/ f /r ,r r r~~ i~ >'7 ..>,aWOOD D AREA % \ rr..- -,'35 BUFER~ BY THE cirr OF GREEN6[30RO.
/ ~ r~ ' ~ ~ \ ` IMPORTANT 0000 ~ 1 f ~ f r \ -'INTE MITTEN -IMPORTANT MAX. 50% INTERMITTENT STkEAM IMPERVIOUS.,- 4a0 40 z~Q
o i. ro SPILLWAY r _ . i L 4 w, n a
1 =40
00,
30 I ~

2832 Comp Bwwu r y
M.oan-, AMP BURTON RD. canna ? ` ` _ T-----LL? % % I T E
2825
,5-j g KEELEY RD. P \
2 2830 % 1r 1111E
Y 2 1•i•'\ •?i jl TREE CONSERVATION
Q
o o I AREA (75,788 S.F.) A
e?a~i~uP CA ° i (8'-38' MIXED
SITE 2820 na o uwr~+~ru - f"' 1 `p HARDWOODS) ? ? \
2832 {8' 38 MIXED # •i\ \•i HARDWOODB) y4~ \ `o o % SOLUTIONS
2770
HUFFINE MILL RD. % • CONSE` ' REA (142s507`9 F)s , ••i~\ \•i?
2848 2848 ? j~ I 2 3 2 0 SEE SHEET L-5.2 ~ " %
2827 ~~~lKMMl ? \ p \ FOR L WORK 0 I ` ° Charlotte, NC 28208
i eaa IlooP~ I `o a ; II A1\ LANDSCAPE • ` " • % 11 11 W. Morehead Street Sir; i E{i; %
Q` % (ALTERNATE NO. 5) O p r ¦ ` A\ 1 :.r. ° %
VICINITY MAP a Landscape Architecture % \\o •
% I I •i ` " • % ` ° Site Planning
%
1 I I`\\ % •?~\``p\ ` WWW.Site50lar 10ns a.COn'1 % 1 . o
4 1 Civil Engineering
` \ 1 I I % • Telephone-104-521- 880
% ia_;_i_ :A;h Facsimile-704-521-8955 %
%
0 %
%
C3 ' `V I I j 1 II % `v `~v 1"v .l 50315: %
TREE CONE ATION ~;J II 1 II ••i\ / ` I
AREA (2,453 S.F. \ ~I I I II % •i \ \ % 1 I
~ 12715' PINES) % \ /
Wor % TREE CONSERVATION/ / \ / a ~a= p
A ) ?q I nn,ro, AREA (4,107 S.F.
SEE SHEET .2 ~ K CARO~.•~ 12-15 PINESr rr / yy ` y\ % a\
% I r`0~ CyA2
O ' THE CONSERVATION % AM NANI
AREA.(1,738 S,fJ %
TREE CONSERVATION 0 C3 (12-15" ~ !i' ' I • \ r i \ INY~711L 1' I 1 I v' ~ /i 1 \ p` L ~
i HAR D AREA (57181 S.F.) DW I TREE DPROTECTIO ETAIL 3/L FENCE, Ft /r eta \I 1 ; \ `~\'y'L I ` h~ ~,{Q~~ p
~ (4-18 HARDWOODS BEE DETNL 3/L- 5
i t 41. j I I 1 • I ` 48,~~e ,3 , r r • ` ' ~ - \``\oA \``1 ~ `1 4jI4tl111dY~K
S H~ 5 • I ^ i PINES) - 0p 1 e 7. f~1
%
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TCA ~ %
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mur I 1 ` I %
~ d 1 I % I
~l miM Rl~1 %
%
TREE CONSERVATION
j o AREA (82,808 S.F.) n ~J L
j TREE CONSERVATION 4-18" HARDWOODS do, do,
I 3% 0
1 °w j s s . `ARFJs (82,888 6 F) i PINES) m.., aa4 Fa I (8" 18" PINES) % 0 L
Yo 1 J5 I - %
• "r:uw'r.r I %
` ~Il'~~ak PFk I r i1 1 % S
. a~ i ; TCA. • . I I :rarer:' - `i 1 % 0 _
PROT~CTIDN F S x . rj i 1 1 1 I ,1, '.0
_ 0 1 LL \1
! A . i~ 1 B 4- i . 'Y I S l ' Fey 1 I CL z 1 1 111 • rwa- I j ` V rr ^
WIN NOW
} u / TREE CONSERVATION w I 1 .J.SI W 0
i 91R9R Re W TR CONSERVATION m; mm
- I '1 0
HARDWOODS AND 1Dl0°°° AREA (85,284 S.F.) \ rw AREA (3000 S.F.) y (8"-18' PINES) wan k~ r R ~\qrr r, TREE AREA 5 B0 NSEMATION PINES) MIXED TCA
I ? vw k CYPRESS) q \ 1 - I - _
i TREE PROTECTION FENCE, ;
SEE DETAIL 3/L-8.5 i x . r TREE CONStlkVATIfflJ ~4 to i F ~ AREA (8,900 S,FJ " - ~ TREE CONSERVATION L- - - N ERVATION - 1 - _
L _ ¦ AREA (52,031 S.F.) } x 0 ' (8"-24" MIXED 1 S.F.) I - --I I r 0 p
ED _
(12"-15" BALD ` j HARDWOODS) ! CYPRESS) _
x W 0
a TREE CONSERVATION » i ~r AREA (8,400 S.F.) -7I1 1Nry
k'x (120-15' BALD F~ ¦ ¦ >A, ¦ ¦ ¦ ¦ ¦ ¦ ¦ -•wt TK'r•'~ Y!t 1
..m,~ - CYPRESS) - ~-rte elt r. ti I 'I V
t .j TREE CONSERVA 0
AREA (23,898 S.F.) : 1'R CONS)"RVATION' (20-12' MIXED - - REA (8,080 S,F•)p
. . ~I I
' ?---HARDWOODS AND_ t; (2~-12" MIXED
-PINES) - - II m~HARDW00D6 AND UUM PIV mRxoo4.meomn ,e.. ,N>. a _ rr PINES lu~ ) r~ mom'
0 1 TNA•, . . . ~ I rte. 1,~ 1 r -a
m m m m mjs ¦¦¦¦¦¦¦¦¦Q¦¦¦¦¦¦¦~¦rrrfi¦'W-m-~ :
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.17~i! TCA , / _ `~a r r . 1
I 1 Project No: 2326
7 ~Ir =jam ~C "~P TREE CONSERVATION -.Wx. , _ . !f I I 1 If , Drawn By: S. Hirsh
r AREA (15,251 S.F.) I r
r (4 -30 MIXED iX~~ TREE p~FryAT10N CONSTRUC110N 31 .i:::::.... 1 HARDWOODS) Rml G"WIBOXK1100021 UCTION SEQUENCE TREE CONSERVATION
AREA (212.929 S.F.) Designed By: ].Ashbaugh
V Trip4 ' CONTACT' THE URBAN FORESTER AT 373-2150 TO SET-UP A ~UFA wwx (a'-2e MIXED Checked By: ].Ashbaugh
PRE-CONSTRUCTION MEETING PRIOR TO ANY TREE DISTURBANCE C - w 7y L
VD INSPECTED PRIOR TO ANY lm m9mm III 1 I I f axi xex,oiexmsoavr a / I ' 1 Date: 10.01.08
TREE CONSERVATION TREE PRPROTECTION ~DEVVIICES MUST BE INSTALLED AND INSPECTED PI 1 AREA (29,344 S.F.) 1 ,xe xw o~uxm,''xxxx I ~
(4"-30' MIXED STEP 1: CONTACT THE CITY URBAN FORS TO SET UP A 1 SET UP A oxx Lxrs ~ uxn i
'ter" 'E "°0E ) PRE-CONSTRUCTION MEETING PRIOR TO ANY TREE DISTURBANCE om"o410i "muaow"an HARDWOODS 1 (338-373-2150). ALL TREE PROTECTION MEASURES SHALL BE INS DISTURBANCE E ~ ~ I wlnar~R x~4 !S SHALL BED % % ? I ,a 0 ; Revisions:
PRIOR TO ANY TREE DISTURBING ACTIVITIES EXCEPT THOSE NlECES6 ? I r THOSE Y SOIL EROSION CONTROL I 1i ; 07.07.09 ISSUED FORTRC REVIEW
INSTALL THE TREE PROTECTION AND OR TEMPORARY SOIL EROSION URBAN FORESTER I i M III 09.02.09 ISSUED FORTR(REVIEW
TREE PRESERVATION NOTES MEASURES. THE DEVELOPER SHALL CONTACT THE URBAN FORESTEF I CONDUCT AN INSPECTION OF ALL. TREE PROTECTION DEVICES PRIOF N DEVICES PRIOR TO ANY
I TREE DISTURBING ACTIVITIES EXCEPT AS NOTED ABOVE, OVE. = / v, 7 I I Q 09.11.09 REVISIONS PER NCDOT I
1. ALL TREE PROTECTION DEVICES MUST BE INSTALLED PRIOR TO 1 CONTRACTOR SHALL COMPLY WITH ALL WATER WISE LAD DISTURBANCE, INCLUDING THE CUTTING OF ANY TREED, A; STEP 2 THE CITY URBAN FORESTER OR ENFORCEMENT OFFICER I EMENT OFFICER WILL _ i I I
PLANTING TECHNIQUES AS SHOWN BELOW; PENALTY OF $500 PER LAY FOR FAILURE TO INSTALL APPROVED CONDUCT AN MERMEDAT SITE INSPECTION ENFORCEMENT DI ENFORCEMENT OF THE TREE „ 1 I ORDINANCE OF THE CITY OF f ; rear 1 I I~
TREE PROTECTION WAY APPLY I PROTECTION EMEND OF THE DEVELOPMENT' ORDRCEMERDINANCE OF ' i GREENSBORO. . THE THE DEVELOPER SFVMJ. CONTCT THE URBAN PORES E URBAN FORESTER TO
1. SOIL PREPARATION FOR THE ENTIRE LANDSCAPE YARD INCLUDED THE CONDUCT AN INTERMEDIATE INSPECTION OF THE TREE PRESMATIO (9) TO 2. CONTACT THE URBAN FORESTER AT 373-2180 TO BET UP A I REQUIREMENTS AFTER THE SITE GRADING HAS BEEN COMPLETED BL ADDITION TWELVE (OF OF ORGIORGANIC ED.IC AMENDMENTS TILLED TO A DEPTH OF EIGHT PRE-CONSTRUCTION MEETING PRIOR TO LAND DISTURBANCE. I THE INSTALLATION OF THE LANDSCAPING. EE PRESERVATION ` _ ="'1 aq~olgf 1 N COMPLETED BUT FRIOR TO I I
LL 3. TREE PROTECTION FENCING CAN AND SHOULD BE INSTALLED 1 STEP 3: THE CITY URBAN FORESTER OR ENFORCEMENT OFFICER 1 EMENT OFFICER WILL
3 2. ALL PLANTINGS IN THE LANDSCAPE YARDS SHALL BE MULCHED, o PRIOR TO THE PRE-CONSTRUCTION MEETING. CONDUCT A FINAL SITE INSPECTION FOR ENFORCEMENT OF THE TRI INCLUDING INTERIOR PARKING LOT' ISLANDS LESS THAN FINE HUNDRED 1 PROTECTION REQUIREMENTS OF THE DEVELOPMENT* ORDINANCE OF' BENT OF THE TREE
(500) SQUARE FEET TO A DEPTH OF THREE (3) TO FOUR (4) INCHED. 4. NO GRADING 18 TO OCCUR IN THE TREE CONSERVATION AREAd GREENSBORO, THE DEVELOPER SHALL. CONTACT THE URBAN FORM ORDINANCE OF THE CITY OF ~ \ i E URBAN FORESTER TO '
THE MULCH SHALL BE FREE OF TRASH AND MAINTAINED WEED FREE OR TREE CRITICAL ROOT ZONES. CONDUCT A FINAL INSPECTION OF THE TREE PRESERVATION REQUAF ERVATION REQUIREMENTS
a THEREAFTER. PRIOR TO BEING ISSUED A CERTIFICATE OF OCCUPANCY. ANCY ti \ "~'ixwT L IM!! W1WWx
3, EARTHEN "NO ARE CONSTRUCTED AROUND THE INSTALLED PLANTS. S. THE APPLICANT WILL CONTACT THE LANDSCAPE PLANER AT 373-2919 AFTER COMPLETION OF THE BITE GRADING TO ARRANGE NO DISTURBANCE S ALLOWED WITHIN THE TREE CONSERVATION ARE 7NBERVATION AREA EXCEPT \ °01 m"0 O ON
FOR AN ON-SITE MEETING/INSPECTION TO DETERMINE THE CREDIT AS NOTED ON THE APPROVED PLAN OR WITH PRIOR APPROVAL FRI 4, PLANTS, AS PERMITTED BY THIS ORDINANCE, ARE GROUPED URBAN FORESTER, THE TREE CONSERVATION AREA INCLUDED THE C IR APPROVAL FROM THE ? I Sheet Title: INCLUDES THE CRITICAL
T06MER WHERE POSSIBLE. FOR THE EXISTING VEGETATION TOWARDS THE NUMBER OF PLANTS ROOT ZONE AREA TO RECEIVE CREDIT, TREED MUST BE PROTECIEI REQUIRED N THE PERIMETER BUFFER YARDS. DIRECT AND INDIRECT ROOT, TRUNK AND CROWN DAMAGE. 93BPROTECTED FROM \
B. FOR ESTABLISHMENT` AND SURVIVAL, PLANTS SHALL BE WATERED N
THE FIRST YEAR OF PLANTING. THE TREE CONSERVATION AREA SHOULD BE DESIGNATED AS SUCH \ Overall HATED AS SUCH WITH 'TREE
° CONSERVATION AREA' SIGNS POSTED VISIBLY ON THE OUTSIDE OF 3 IRRIGATION: FENCED-N-AREA GGS MAY NOT BE POSTED ON THE TREED. HE OUTSIDE OF THE THE TREES. Landscape
R IB SUGGESTED THAT DRIP IRRIGATION, WHICH INCLUDES DRIP MISTERS, TREE CONSERVATION AREA RCA) TREE PROTECTION FENCING SHALL RERAN N PLACE UNTIL OONSTR BE USED FOR REQUIRED LANDSCAPING PLANTING BE USED DURING THE COMPLETE AND OTHER LANDSCAPING HAS BEEN INSTALLED, AND TH E UNTIL CONSTRUCTION 10 Plan STALLED, AND THE CITY
REQUIRED ESTABLISHMENT PERIOD, AFTER EDTABLISHMK SUPPLEMENTAL REQUIRED TREE CONSERVATION AREA (15% OF SITE AREA) 859,003 S.F. URBAN FORESTER OR ENFORCEMENT OFFICER HAS APPROVED ITS F APPROVED ITS REMOVAL
m WATERING CAN BE REDUCED AND USED ON AN AS NEEDED BASIS. TOR rv TRADITIONAL SPRAY IRRIGATION S PROHIBITED EXCEPT FOR TURF AREAS. ACTUAL TREE CONSERVATION AREA PROVIDED 900,480 S.F. PARKIES N I0 ~ PERMITTED ~'I7ED p N RT THE TREE CO CONSERVAnaMNCRETE A REAS. 816. ETE WASHOUT OR ANY OTHER
ON MEAS.
rv U REMOVAL OR DNMNSE TO TREED IN THE TREE CONSERVATION AREA ISERVATION AREA WILL BE
SUBJECT TO THE PENALTIES ESTABLISHED 1 30-5-4.10 OF THE U 3 AND TREE PRESERVATION ORDINANCE. -4.10 OF THE LMOBCAPINS
m o` Sheet No:
m
a a m 120 0 60 120 240 L=5*0
0 rc T
0 0 0 111 =120'
Y N rv
m rv

I T E
! \ ~,y,~yeay,,y?a'a~~~ 4 WW FENCE-
0 X-4 27
EDGE OF EXTG, - IB 7 \ PAVING SEED TO EDGE OF ® 10
\ _ - EXTG, PAVING 7 LIMITS OF TCA'
~ STREET STREET PLANIIGYA( r ; . WERAND (NR _ o- t~?*a ` * ' _S Iwo N SOLUTIONS
4 NKgMR PLANTING DETAIL (S.R. #2830 LOCAL 1YPICA. F
LC 7 t
18 5 IB 3 ' a I XSTINC' ; * V ` 2 3 2 0 I / WOODED AEA
r . ~ - i W Morehead Street 2 FRONT SETBACK
U 17 s. Charlotte, NC 28208
35 1 SEED B EXISTING WETLANDS 4 \ \
ALT. #1 m _ \ ARFA ]MK I TCA ~ Landscape Architecture ~ - - ti TO REMAIN /
t UNDISTURBED ........,...I
C \ v ~e ~ a\ , , \ _ • _ _ I If Site Planning
I SEE 2 IMPORTED TOPSOIL AND BAND IN CARD - - , - - www.sitesolgutionslpa.com
L PLOrS, (TYPICAL) SEE SPECIFICATIONS Telephone-704-521-9880
? PAFKM 5 AB ' • , / Facsimile 704 521 l y \ \ \ \ FXITI~IG. 8955
/ 2 4E SPACES 1 5 ) U WAREA - - - -
1 \ 1 3 ~ 9EED ,...aaaa XISTIG / '~..;..,S,n`_3iSC.
\ EF / 55 ALL
- % X off. ; I®T
OTC Ep 2 DWd _ C _ 50315: y / \
LIMITS OF SEEDING/ \ 1
~7 1 55 FUTURE TRAIL, (NIC) _-I 1 CONSTRUCTION LIMITS /I„.° ! ? v
t' .
EXISTING POND 1 ' 3 WATER LEVEL 752.6' \ ; ? E....
IJ 7 1 2Oim SEED ~i i I~~*1~\~ ` "?~•O . . L.Aw a"Nmnnu~gyH h
1 f AREA J I 1 I_ _ ~ , \ _•_•_•_•_•GARDEN PLOT `3 i.. FUTURE TRAIL RIGHT OF WAY \1iG> \ i ~ti1 CARP ay
j v
28 I / LINE, TYP - i I I F P
SEED' ...1.A,w k w
\ I ,m v i a X. AS / EXISTING POND 7 \ 15' UNDISTURBED PERENNIAL PLANTING AREA IN CIRCLE (BY: AREA
COG BUFFER WATER LEVEL 768,4 CSR CONTRACTOR TO AMEND WITH
' \ - A``~ OPSOIL, SEE SPECIFICATIONS P NON-JURISDICTIONAL \ 4 T
2 1 \ 1 *
I; LIMITS OF SEEDING/ • ~ I ,n,mm~dnan
CONSTRUCTION LIMITS \ _ _ / * 1 -
1 COMSM-110N 1EMPORAKY-
Q I , LIM118 OF SEEDING/ SILT WENCE/TREE 3 CONSTRUCTION LIMITS `PROTi CTION FENCE, SEE TREE I m1 ` EX D i
U SITE -FIELD CONFIRM NEW / 1 1...... } \ / / \~`A . / CA' ARE
r[ ? / DETr1/L B# J LL PENCE LOCATION WITH ARCH. 3 - t
/ i J I DEMO - CONTRACTOR SHALL
ONLY CLEAR VEGETATION 1 1 \ / t
FOOT OUTSIDE Row \ ,....y .TCAc EXISTING
\ B 35, C ZO y WOODED AREA O GRP~ - _
s ea I~ I prR. GUS I
' I a*a
Z in SEED :111~ ex
AREA x !8L 1 I ` EXISTING * ,fXI5TING TREE PROTECTION FENCE J I ti \~~e * t
WOODED AREA * WQQAEA AREA SEE DETAIL 3/L-8.5 C
I• g I
1 C / Z I 'I. _...TCA.. + i- ~1 11 **i
.z LIMITS OF TREE CONSERVATION -
o AREA, (TYP.) - 0
MULCHLINE, TYP. _ t
a 5.
w \ \ FUTURE TRAIL, (NIC)
- I AG \ -
EXISTING ; r :r r\+ I * A L S e E. wooneD AREn . 1
\
o PS 1 ~
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r \ i......
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CPLq 1 sex e -
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3p \ \ - - - - STING POND 2 - - - - EXISTING LEVEL 42.2
1 5 r 4 WW FENCE \ ~
- v o I XI
1 1 ~A . it h•r .
I
o I 14 PS . ~..o m SHIRLEEN FOSTER
TCA \ r L
1262 RANKIN MILL RD MULCH BED ww A 4 ,FENCE \ \ A
A PID 050401890043600021 AREA, TYP. 2832 Cmpew,n r.ot,n-ce FUTURE 30' WIDE
1 AMP BURTON RD. c-P TRAIL RIGHT OF WAY I
2825 DONALD F. BROWN & U y,// , I W :
r~ HUTSEIN H. BROWN
m I g <EELEVRD 1256 RANKIN MILL RD i' - - ~ - - ~ - - ~ - - - - , ~ , ;TCA,,,.
2 2830 Y .
2 NOTE: Q \
1. REMOVE WIRE OR NYLON TWINE FROM BALL. 1 a
2. SOAK ROOT BALL AND PLANE PIT IMMEDIATELY
AFTER INSTALLATION.
SITE 2829 3. BEE ATTACHED LANDSCAPE CONSTRUCTION SHRUB BED I E-- *~a 1
STANDARDS FOR OTHER PLANTING REQUIREMENTS. 2832 / 2770
4. STAKING REQUIRED FOR LEANING TREES OR AS HUFFINE MILL RD. PAVEMENT x.
REQUIRED BY CONTRACT, SEE GENERAL NOTED: SEC. X ;
04100-TREE PLANTING, PART 3 PARAGRAPH 5.9.
2848 2848 GRASS 5. MINIMUM TREE SIZE: SINGLE STEM 2" CALIPER, 8' TALL AREA 411 41~1 4 4` J,
1 2827 - , ? Project No: 2376
8. MINIMUM TREE SIZE: MULTI-STEM 3-5 STEMS, 8' TALL 1-8Annnnm
EXISTING POND 3 Drawn By: S. Hirsch MULCH II TCA v WATER LEVEL 741.5
VICINITY MAP
PCIAM/C AAIV 0.P/11C CAI /1P- GPd CIU/_ VAPICG TI%A _ Designed By: ].Ashbaugh
DEAD AND DISEASED LIMBS SEE LA A NDSCAP E , BOIL MIX LIi , t___ ° a vn 1
~ PLAN 4" DEEP l; (heckedBy: ].Ashbaugh
~s-• mss' TRENCH EDGING SUBGRADE Date: 0.01.08
.1,.
TYP. COLLAR q Trench Ed ins°
MIN. 2" HT. J 3/4' NYLON STRAP g" SLIP KNOT WITH STOP KNOT „ 3 N.T.S. 1. SEE SHEET L-5.0 FOR TREE PRESERVATION ` Revisions:
(OPTIONAL-5EE NOTE 4) g" LARGER THAN TREE DIAMETER MIN. 4 LAYER
ROOT CROWN TO BE AT OF APPROVED NOTES AND TREE PRESERVATION 07.07.09 ISSUED FORTRC REVIEW 3
FINISH GRADE t1' KEEP MULCH AWAY FROM MULCH 4n 1 1 I CONSTRUCTION SEQUENCE ,a * 09.02.09 ISSUED FOR TRC REVIEW a
TRUNK 1" TO 2' 1'x2'x18' WOOD STAKE WITH 5 Z 1 . x ; 1~ 09.17.09 REVISIONS PERNTDOT
BUTTRESS 4 MAXIMUM LAYER OF MULCH MIN a CENTERED 3/0HOLE DRIVEN IN r w ax i
ROOTS p, LINE WITH STRAP 4' MAXIMUM HIGH WATER
BERM OUTSIDE OF 13ACKFILL P ?
n "V' TRENCH AROUND FINISH GRADE ENTIRE PLANTING BED TAMP BOIL MIX UNDER D "51 -
O.C. DIMENSIONO.C, DIMENSION 1 p!
LL UNDISTURBED 501E EDGE Of PLANTING BED EACH PLANT BALL TO O.C. o p MINIMIZE SETTLEMENT
REMOVE TYPICAL EXCESS SOIL PLANTING MIX (AS SPECIFIED) AMENDED NATIVE 501L 1/2 O.C.
FROM GROWER OVER ROOT SYSTEM, TYPICAL PLANTING BED DETAIL 5EE 5PECIFICATION5 DIMENSION 1 1 izix` o`!
UP TO 1' DEPTH. REJECT PLANTS WITH MORE THAN 3", GUT ROOTS A5 NECESSARY IN STAGGERED PLANTING LAYOUT
CONTAINERIZED PLANTS THAT m NOTES, REMOVE TOP 1/3 BURLAP \ r
m AND ANY NAILS/PINS, ETC. 8 8 1, OMIT COLLAR AROUND EACH SHRUB ARE POT BOUND ! yTCA - ,
° REMOVE TOP 2/3 OF WIRE ARIES WHEN IRRIGATION SY5TEM 15 PRESENT. c BASKET WHERE PRESENT Sheet Title: O.C. DIMENSION / /
RAISE PIT BOTTOM TO SET BUTTRE55 ROOTS 2. INSTALL TOP OF PLANT BALL 2' ABOVE TYP, 4" MULCH MINIMUM EXISTING WOOD ` o$r~ ?o''~! TCp A
AT THE CORRECT HEIGHT. FIRM 501L UNDER AP ACENT GRADE. w ROOT BAS FINAL GRADE STAGGERED MEASURED COMPRESSED TO REMAIN F LIMITS OF SEEDING
U Xl~ A / E ~S Landscape TOREMAIN
ti 3. TAMP PLANTING MIX FIRMLY AS PIT 15 2. ROWS 3 FILLED AROUND EACH PLANT BALL. dz' u >r NDISTURBED ~ CONSTRUCTION LIMITS ` lUNOtSTURBFD'
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK ( AMBI, 1990, PART 1, 'SHADE AND FLOWERING TREES') r... ! T Ian
HEIGHT MAXIMUM MINIMUM ROOT MINIMUM ROOT 4, SOAK EACH PLANT BALL AND PR EQUAL EDGE OF IMtMEDLATELY AFTER INSTALLATION, EXISTING
FOR EXAMPLE: CALIPER (RANGE) HEIGHT BALL DIAMETER BALL DEPTH GRADE SPACING PLANTING BED MEASURED COMPREBBED t ~L11 r West SUBGRADE BOIL) ti rr ROTARY-TILL ORGANIC C r 0.;
16 2 12-14 16 24 18 BETWEEN SUBGk 3' 14-15 18' 32' 21' 5, BEE SPECIFICATIONS FOR FURTHER TYPICAL BED MOUNDING ALL PLANTS MATTER AND OTHER
501L AND PLANTING REQUIREMENTS. CONTAINER +r / \ * \pA BOIL BREAK ADDITIVES INTO TOP 8 - _ - _ /
m (POR SINGLE AND MULTI-STEM TREES) TYPICAL PLANTING BED PLAN rv OF BOIL
m 3 SECTION
m O GAS E Sheet No:
`m ERI TING WETLANDS....... y TO REMAIN _
Tree Planting Detail Shrub Planting Detail Groundcover Planting Detail • • • • • UNDISTURBED 30 0 20 80 L=5 I
4 N.T.O. ao~-.3P'.'... 1"40 40
N.T.S. N.T.O. 4 0 =40'
Y N rv may ii i7% T ,II
m rv

a~ MAINTENANCE BUILDING AREA
2832 C4mP Bwwu LCHLINE (ALTERNATE NO. 5) SCALE 1' = 40' 1 / ' ~ FENS
M.n:en®re i AMP BURTON RD. cep I T E
2825 a0 I 1 1
0 E» A \ - -CA 5. TCA
g KEELEY RD. i 2 2830 ~ 24 i
2 / 3 / -
a° AB AS AB /
I 2/ 24 P a......
',yw
SITE 2829 . 3~ O
2832 ~,c~'E Zagq~1g~ •
f 2770 1`GG ~ N 12 Rad SEES
HUFFINE MILL RD. ~ v0~ 41 ' 232, / LC AR
30 O 5 a! SOLUTIONS
2848 2848 3 2 3 2 0
- - 2827 W. Morehead Street Wilk: _ »»>'s'
I-840 (LOOP 2 Charlotte, NC 28208
- - 5. TTrICAL to
VICINITY MAP 5 1~ Landscape Architecture o <
I } Site Planning
~ 1k•19'S6/E ° 3~1/~~ ~ °CA } FUTURE TRAIL, (NIC) I z
F Civil Engineering 2
I EXTG. SEEDING/ NC p WWW.SItesOIIITIOnSPa.COm 1ti
/a0 CGS ON 92w / „ ?IV GRAVEL CONUlArl's OF STRUCTION LIMITS
~I SEED < Na Telephone-104-521-9880 \ AREA fal I r \ Facsimile-704-521-8955
x Ar~ lil 05 W W Z
pr _
RE 30 WIDE m 26.E 225.82 6 ; ;o.~/ C N TANK I N 701 2' I °p \ Seals:
RIGHT OF WAY N 19 d 1116 * * EXISTING 4G r ~FRAME STORY LIMITS OF SEEDING/ 1 \
/
. J~ AA,**~ //A~ G FE-°758.93 I NI \ / y \
- - AR CONSTRUCTION LIMITS g \
F P
TEA / S 89'55'43"E 83.48' Arc y / \
\ 0 / 85.27' Rod 120.00' y / r C v p h
N ' 84,24' Arc 0 \ I ; \ \ \ ~(k N~DSO +1
09.13' Rod ad 44.96'
_r oA~,14OODED:AREA, AAA,w a Fp:
R
B / I \ IR \
, \ av e \ \ ill \ \ \ \ , CONBTTt41G710N Lim / \ / 2 L.. i.... s
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i E L.... i.. : AAA , } SEE I ! r \ q,1 ~:Oq
AREA
„o*~~ ~i \ n GEED' 04 AREA
TCA ,
-
su A( I ` LIMITS OF SEEDING/ CONSTRUCTION LIMITS \ \
A / m i. 5
U Z I PLANT SCHEDULE
- - - - - -
(4 8P 2 b I KEY QUANTITY BOTANICAL NAME COMMON NAME ROOT HEIGHT CALIPER SPREAD REMARKS N AR TREES
w o~ I J~ / pre SEED SEED
AREA AREA AIR 26 Acer rubrum 'Red Sunset' RED SUNSET MAPLE B&B 12-14' 20 CAL 6-8' STRAIGHT, MATCHED, MIN. FULL SPECIMEN
* u
PS / AG 33 Amelanchier x grondifloro SERVICEBERRY B&B 10-12' 2MI CN.AL. 6-8' FULL SPECIMEN
1 SEED 2
AREA i' MS 7 Magnolia soulangiona 'Jane SAUCER MAGNOLIA B&B 8_10` N/A 4-6' STRAIGHT, MATCHED, FULL SPECIMEN
/ SEED 2 - ` Cl 2 Carya illinanensis 'Stuart' STUART PECAN TREE B&B 6' 7 GAL. STRAIGHT, TO GROUND
SEED C AREA 1 2 CC / `A* AREA \ 3 / N/A STRAIGHT, MATCHED, 0 CC 7 Ceroia caradensis EASTERN REDBUD B&B 8-10 4-6' FULL TO GROUND 0 L.
A*** 0 d1 a~ /
/ \ MG 4 Magnolia grondifloro SOUTHERN MAGNOLIA B&B 8-10' N/A 4-6' STRAIGHT, MATCHED, CZ Little Gem' FULL TO GROUND U U
r 2 a O, Lageretroemia indica CRAPE MYRTLE B&B 10-12' 2" CAL 4-6' 3 STEM MIN. 25 I U 'Natchez (WHITE) MIN. FULL SPECIMEN S
LIMITS OF BEEPING/ AB
CONSTRUCTION LIMITS 19 12 Pn * oaf J~~i J~rv / BN 5 Betula nigro RIVER BIRCH B&B 12-14' 2" CAL 6_81 3 STEM MIN. m
u pd * ti 1 I i Dura Heat MIN. FULL SPECIMEN 0 0
TRE CWMNG DETAIL AS 11 Acer saccharum GREEN MOUNTAIN B&B 12-14' 2" CAL 6-8' STRAIGHT, MATCHED, ~ - 0 5 I I 'Green Mountain' SUGAR MAPLE MIN. FULL SPECIMEN Z
J L.......L... E....,... JW
1 SEED E I I AREA AF 14 Acer rubrum AUTUMN FLAME B&B 12-14 2" CAL 6-8' STRAIGHT, MATCHED, I 'Autumn Flame' RED MAPLE MIN. FULL SPECIMEN Q
I QA 17 Quercus alba WHITE OAK B&B 12-14' 2" CAL 6-8' STRAIGHT, MATCHED, 0
2 AB o . . MIN. FULL SPECIMEN >I% Q L
19 I ! 2R IL 3 Ilex latifolia LUSTERLEAF HOLLY B&B 8-15 GAL 3-4' STRAIGHT, MATCHED, ~j 0
EXISTING SEE FULL SPECIMEN Y
AREA adp~ ~ i. * EXISTING AG c ad SEED' O MY 3 Malus Domestica Yates' YATES APPLE B&B 6' 7 GAL. STRAIGHT, MATCHED, f/1 I I FULL SPECIMEN C)
L y....~. / WOODED AREA 2 AREA / CC .T#....... i I 6'~ STRAIGHT, MATCHED, -
PH 2 Prunus pereico Hale-Haven HALE-HAVEN PEACH B&B B 7 GAL I FULL SPECIMEN
PS 7 Prunus x 'Okams' OKAME CHERRY B&B 12-14' 2" CAL 6-8' STRAIGHT, MATCHED, 0
I......... Q MIN. FULL SPECIMEN (1~
21 • ; 3 AS CC / i PS STRAIGHT, MATCHED, 1 / PC 2 Prunus salicina Ruby Sweet RUBY SWEET PLUM B&B 6' 7 GAL. FULL SPECIMEN
I I /
~LIMITAB OF 6EEDING/ 3 CONSTRUCTION LIMBS / / / UP 3 Ulmue parvifolia LACEBARK ELM B&B 12-14' 2" CAL g_g' STRAIGHT, MATCHED, ~ 0 / 'Allee' MIN. FULL SPECIMEN
L...•.. OTC I LL 6 Lageretroemia indica CRAPE MYRTLE B&B 10-12' 2" CAL 4-6' 3 STEM MIN. _
e 'Muscogee (LAVENDER) MIN. FULL SPECIMEN
QS 5 Quercus shumardii SHUMARD OAK B&B 12-14' 2" CAL 6-" STRAIGHT, MATCHED, U
~ cc
6EED SEED AS PIN SHRUBS MIN. FULL SPECIMEN 2
AREA . AREA _ - - / / 1 M 12 Ilex vamitaria 'Nona' DWARF YAUPON HOLLY 3 GAL, 18-24" N/A 18-24' FULL SPECIMEN
3- a/c
SELECTIVELY CLEAR THIS AREA OF
SEED I EXISTING WOODS. REMOVE ALL LOW /
AREA BRUSH AND LIMB UP TREES TO 8' N W FROM GROUND. Mi , 3 2 / AB 141 Abelia x 'Rose Creek' DWARF ABELIA 3 GAL 18-24" N/A 18-24' FULL SPECIMEN 3' o/c
(BY OWNER - N.I.C.) ~•i' / / FULL SPECIMEN VR 23 Viburnum x Progenes PRAGENSE VIBURNUM 3 GAL 18-24" N/A 18-24' 5' o/c
20' 2 l_ . •BU
FFERNLINE I / Loropetalum chinerme FULL SPECIMEN PS / LC 148 Blush RED FRINGE FLOWER 3 GAL 18-24" N/A 18-24' 5' a/c
2
*A FULL SPECIMEN IB 73 Ilex tomato burfaMi x nano DWARF BURFURD HOLLY 3 GAL 18-24" N/A 18-24'
IMPORTANT a c SEED aINTERMITTENT GROUNDCOVER Project No: 2376
ON _ STREAM Euorymus fortunes FULL SPECIMEN
~ I! ~a~~i / ~ Ley ~ ~ 1 R EF 276 Cdaratus PURPLE WINTERCREEPER 4" POT N/A N/A N/A 1 an O.C. Drawn By: S. Hirsch
-•_._._._._._._.~FJ:D.r- Li muecart FULL SPECIMEN LM 262 B a Blue' GREEN URIOPE 4 POT N/A NIA NIA Designed By: ].Ashbaugh
all I- a
HC 145 Hyperkum calyclnum AARON'S BEARD 4- POT N/A N/A N/A FULL SPECIMEN Checked By: ].Ashbaugh a.~o . 'Aaron's Beard' 16' O.C.
FLOWERS (U Er rowce rnM~ Date: 10.01.08
x tXTG.....
w TEMPORARY SILT FENCE, < TO SERVE AS TREE ` R y BI 200 DAFFIDILL DAFFIDILL BULBS BULB N/A N/A N/A FORS PERENNIAL B BLOOM)
PROTECTION ALSO, SEE f o , TCA (ALT.1) 'KING ALFRED (YELLOW) 12' o c Revisions:
DIET, 1 /L-8.1 `a, LANDSCAPE NOTES LEGEND 07.07.09 ISSUED FORTRC REVIEW
EXIS +
o'a,**.. y ~A...... 9, 3 qo T3NG 1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 09.02.09 ISSUED FOR TRCREVIEW IM?0RTA4T. 1 c•y GUANTTTY OF PLANTS SHOWN ON PLAN. ANY DISCREPANCIES
i \ WO.. AREA INTERMITTENT STREAM! BETWEEN OlWMES ON PLAN MID PLANT LIST SHALL BE BROUGHT EXISTING 1REELINE 3Q 1213.09 JORDAN RIVER BUTTER REV.
TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND ANY FIELD ADJUSTMENTS OR QUANTIY ADJUSTMENTS MUST BE AUTHORIZED PROPOSED TREELINE AFTER CLEARING
PRIOR TO PLANTING.
cli ryyyy~ . 2. ALL TREES, SHRUBS AND PLANTS SHALL CONFORM TO ACCEPTED
a o it STANDARDS ESTABLISHED BY THE AMERICAN ASSOCIATION OF
PROPOSED LARGE MATURING TREE NURSERYMEN (ANSI ZBOA
0 ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED
s IMMEDIATELY FOLLOWING PLANTING.
i (A 1 4, THE TOP OF ALL ROOT BALLS SHALL DEAR THE SAME RELATIONSHIP PROPOSED SMALL MATURING TREE
»CC....~~ TO FINISHED GRADE, AS BORN TO PREVIOUS GROWING CONDMONS,
l
N : l 7771---- : 1~ 5. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED ( SHRUBS PRIOR TO SACKFILUNG,
s Sheet Title:
F !I S. ALL PANTS SHALL BE GUARANTEED TO BE IN HEALTHY COHDTDN GROUNDCOVER OR PERENNIALS FOR ONE (1) YEAR AFTER ACCEPTANCE BY OWNER OF ALL PANT
LIMITS OF SEEDING/ LIMITS OF TREE CONSERVATION MATERIAL
CONSERVATION , T, MULCH A MINIMUM 4 FOOT AREA AROUND EACH TREE AD-MULCH .PLANT LABEL ~ Landscape
ti WI: j - CONSTRUCTION LIMITS AREA, TYP,) A CONTNIUOUS AREA AROUND ALL SHRUB BEDS, AS INDICATED ON S ~ PLANT QUANTITY
THE PLAN, MULCH SHALL SE 3-4M THICK. (SEE SPECS,) Plan
5• LANDSCAPE CONTRACTOR SHALL REMOVE TOP 2/3 WIRE BASKETS, TCA TREE CONSERVATION AREA East
TOP 1/3 OF BURLAP AND ASSOCIATED TWINE AND STRAPPING FROM
16 ~~.o?' we'.', ~WETLAND~• (TYP.) TREE CONSERVATION AREA (TCA) OMITS
5 Asti A a, E * F, ~a-........ \ ,u+ . . . . . . p2~ f A ti X . SEE SHEET L-5.0 FOR TREE PRE3E TEE PRESERVATION TREE ROOT BALLS PRIOR TO FINAL ACCEPTANCE OF PLANTS. B, CONTRACTOR IS RESPONSIBLE FOR HAVING ALL UNDERGROUND
NOTES AND TREE PRESERVATION .010 ry \I RVATION UTILITIES LOCATED AND CLEARLY PANTED WITHIN 10 GAYS OF ANY TEMPORARY TREE PROTECTION BARRICADE
TAB i CONSTRUCTION SEQUENCE GROUND DISTURBING ACTIVITY. OWNER WILL NOT PAY FOR UTILITY :vE REPAIRS DUE TO I ALLURE TO MARK AND OBSERVE UTILITY
LOCATIONS, Sheet No:
,AY i EXISTING WETLANbS..... I 10. SEE SHEET L-5.1 FOR PLANT INSTALLATION DETAILS, L=5*2
A FUTURE we WIDE TO REMAIN I i
r a-- \ \ TRAIL EASEMENT UNDISTURBED . 11. CONTRACTOR TO PROVIDE PERMANENT SEEDING FOR ALL DISTURBED 40 0 20 40 80 AREAS. SEE SPECIFICATIONS FOR SEEDING TYPE, 111 =401
/el..;.. / EXISTING.... Ab** \ \ \
N A _ , / , IH04DE4 AREA .i,a ' \ \ \ \

MAX.} .J max 19-guaga hardware cloth mesh openings)
WIRE FENCE 1D0" MIN, CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDiT10NAt INFORNATKIN , CONCERNING OTHER ALTERNATNES FOR VEGETATION OF DENUDED ARFAS. THE VEGETATION
_ PUBLIG STREET ' RATES ARE TH05E WHICH DO WF1L UNDER LOCAL COND1710N5; OTHER SEEDING RATE COMBINATIONS ARE PO551BLE,
EXI5ITNG GROUND ***TEMPORARY -RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION,
INII ~ I aoi_~ui_Hm 'p111 ,,,a ~ - { DO NOT ALLOW TEMPORARY COVER TO GRf}W OVER 12' iN HEiC>}iT BEFORE MOWING, OTHERWISE
= SOIL 5TABILIZATION FABRIC NCDOT #5 ar #5l WOVEN FILTER FABRIC washed stone UNDER 2'"-3° COURSE AGGREGATE ar ~ FESCUE MAY BE SHADED OUT, tone ~'x{, 50W SEED U51NG A SPREADER OR SEEDING MACHINE. ~ NOT SEED WHEN WIND VELOCITY
I ~,a; - ~'s, ~'t5 1 ~ l ,i~~°" -'~7 16^ EXCEEDS 5 MPH, DISTRIBUTE SEED EVENLY OVER ENURE AREA BY 50WIN6 EQUAL QUANTITY IN 2
s b... few 1 QO' M(N. o. 17 DiREGT10N5 AT RIGHT ANGLES 70 EACH OTHER, te;'~„-~t4~",Fv,4~.~+h® -ti ~,ti SHOULDERS, SIDE DfTCHES, SLOPES (NJJC. 3:1) 5OW NOT LE55 THAN THE QUANTITY OF SEED SPECIFIED OR 5GHEDULED,
DATE TYPE PLANTING RATE RAKE SEED LIGHTLY INTO 70F 1 8a OF 5Oi ROLL LIGHTLY AND WATER WITH A FINE SPRAY.
_ - _ _ - _ .IhI ICI _ - ~ AUG 15-NOV 1 TALL FESCUE 3O0 LB5/ACRE l ~ NOV 1-MAR 1 TALL FESCUE 6 3OO LB5/ACRE PROTECT SEEDED SLOPES OF GREATER THAN 3:9 AGAINST EROSION WYfH ER051ON NETTING OR
_ _ I(~ f~~ ~ ~~T~-JI1=L1 IIIIIf~T,,,L1=J I 1 I=III ~ I { I-i I~I-II I I ~ II-J,L 11=,1=11 I III.., I - I-T- I-I ~J) d o p ~ IIN 1 ~~II-III I II- I!-III- T { II -I II I II 111 _T~ii- a ABRUZZI RYE 25 LB5/ACRE OTHER METHODS ACCEPTABLE TO THE tAND5CAPE ARCHITECT,
B ~ NGDQT #5 or #57 MAR 1-APR 15 TALL FESCUE 3Q0 LBSIAGRE PROTECT SEEDED AREAS AGAINST EROSION BY SPREADING SPECIFIED LAWN MULCH AFTER filtered APR 15°JUN 30 HULLED COMNfON BERMUDA GRA55 25 LBS/ACRE COMPLETION OF SEEDING OPERATIONS. SPREAD UNIFORMLY TO FORM A GONTit>H10U5 BLANKET NOT
a ~08° a o a ~ washed stone , water LE~i TWW 1 1!2' LOOSE MEASUREMENT OVER SEEDED AREAS, v., ; ,o- Caf1S~t`UCfiOn 9. Ulrifarmly erode ashallaw depressi~napproachingtheinlet ~ JUL 1-AUG 15 TALL FESCUE AND 12O LBSJACRE ANCHOR MULCH BY SPRAYING WITH ASPHALT EMJLStON AT THE RATE OF 1fl-13 GALLONS PER BROWNTOP MILLET 35 LB5/ACRE 9,000 S.F. TAKE PRECAUTIONS TO PREVENT [Y~NsAGE OR STAINING OF CONSTRUCTION OR OTHER
~ ar 8 ~ v_ ~ N ~ ~ ~yc Z. Drive 5-taut steel posts ? feaDinta tite grotmd surrounding tlta inlet. ~ OR 50RCHUM-SUDAN HYBRIDS LBS/ACRE PLANTINGS AD,Y+CEN7 TO MULCHED AREAS. ~ ~~3~CI~C~~lOnS i
O ~ i GENERAL NOTES, ~ p q~~p~g a $ ~ ~ ~ , ! ~ Space posts evenly around theparimaier of the inlet, a ma.Yintwn af4 feet SLOPES {3.1 TO 21) i apart. SEEDBED PREPARATI(M!
n S' o ao< Boa', a o 1, FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32 IN WIDTH AND V ~ Q ~ 9 MAR 1-JUN 1 SERICEA LESPEDEZA (SCARIFIED} 50 LB5/ACRE 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVER5E 50IL _ 3. Surround the nets with wire mush hardware cloth. 5eceua t#ta wire PND CONDITIONS, IF AVAftABLE,
SHALL HAVE A MINIMUM OF 8 LINE WIRES WITH 12 STAY SPACING, - ~v a p {MAR 1-APR 15} ADD TALI FESCUE 120 LB5/ACRE " ~ mash sa the steel pasts at the top, middle, and bottom. I'lacang a Z-foot flap 2. R1P THE ENURE AREA TO B INCHES DEPTH. ~ ~ 2
2, WOVEN FILTER FABRIC BE USED WHERE 51LT FENCE 15 TO REMAIN 5TEEL P05T WITH WIRE FOR A PERIOD OF MORE THAN 30 DAYS, FENCE BACKING of the wire mesh under Ufa gravel fat anchoring is racammendad. ( 3. REMOVE ALL LOOSE ROCK, R00T5, AND OTHER OBSTRUGTlONS LEAVING SURFACE REASONABLY
3. STEEL P05T5 SHALL BE 5'-0° IN HEIGHT AND BE OF THE talnce Ltean meet , G I7CIT #5 or#57 Siune an a?:1 sIo with a 1 {MAR 1-JUM 3O) OR ADD HULLED 25 LBSI~RE SMOOTH AND UNIFORM, {~Of EhE~t~ S~rEEC P ~ ) ~ ~ COtvlrtON BERMUDA GRA55 4. APPLY AGRICULTURAL LEViE, FERTILIZER, AND SUPERPHOSPHATE UNEFORMLY AND MIX WITH 501E
SELF-FASTENER ANGLE STEEL TYPE, NOTES: height of L6 inches around the wire, and smooth to an oven grade. ~ (5EE BELOW*). Char10$tE, NC ~~~Q$ JUN 1-5EP 1 ***TALt FESCUE AND 120 LB5/ACRE 5. [?nee the contributing drainage area has been stabilized, remove I ***BROWNTOP MILLET 35 LBS/ACRE 5. CONTINUE TILLAGE UNTIL A WEU.-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED i5
4. PREFABRICATED 51LT FENCE IS NOT ALLOWED, z FILTER FABRIC p g ~ 1, A STABILIZED ENTRAt~E PAD OF 2 -3 COURSE AGGREGATE SHALL BE LOCATED WHERE accumulated sediment, and establish final grading etevatians. OR SORGHUM-SUDAN HYBRIDS 34 LBS/ACRE PREPARED 4-S' DEEP.
5, TURN SILT FENCE llP SLOPE AT ENDS. ~ F ~ TRAFFIC WILL ENTER OR LFAVE THE CONSTRUCTION SITE ONTO A PUBLIG STREET, 5EP 1-MAR 1 SERICFA LESFEDEZA {UMHULLED- 7O LBS/ACRE B. SEED ON A FRESHLY PREPARED SEEDBED AND GCNER SEED LIGHTLY WITH SEEDING EQUIPMENT LandSCapE ACCI1ttECtUrE G. Compact the area praperiy and stabilizatl i1 wiCh grauntleover. UNSCARIFIED) AND TALL FESCUE 120 L65(ACRE OR CULTIPACK AFTER SEEDING,
5, FABRIC USED WITH WIRE MESH MAY USE 8° CENTERED POSTS. ~i u ~ 4~~ Q~ 2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE, ~y0 (NOV 1-MAR 1) ADD ABRUZZI RYE 25 L65JACRE 7. krJLCH ttriMEDIRIELY AFTER SEEDING AND ANCHOR MULCH. SitE Planning
I I 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVFM TRACKING OR FLOWING OF SEDIMENT MAINTENANCE NOTES: ~ Q~` = - ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MqY REQUIRE PERIODIC TOP DRE551NG WITH ADDITIONAL 8. INSPECT ALL SEEDED AREAS AND MAKE NECESaARY REPAIR OR RESEEDING tMTHIN THE 1V1~1111;~n~nGB inspect iolais aL least weakly and after each signifraarlt (ia inch or greater) PLANTING SEASON IF POSSIBLE. IF 5TAND SHOULD BE OVER 60% DAMAGED, RfESTABUSH Civil EnginEEring
L FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER _ 111 STONE A5 CONDI114N5 WARRANT AND REPAIR OR CLEANOUT OF ANY MEA5URE5 USED TO TRAP SEDIMENT, rainfall avant. Clear the mesh wiry aC any debris or other abjacls to prtfltide FOLLOWING ORIGINAL LwIE, FERTILIZER AND SEEDIt~ RATES. adequate flow for subsequent rains. Take care not to damage ~ Undercut the 9. CONSULT GONSEkvATtON INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER WWW.Si~ESOlUCiOnS ~.COtTi
EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY LL-IIHI - T ~ REPAIRS NEEDED SHALL BE MADE IMMEDIATELY, _ II 4, AN1Y SEMMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MU5T BE REMOVED IMMEDIATELY, PERMANENT CWER IS ESTABLISHED, p tvira mash during sediment ramaval. Reptaae stone as needed. Telephone-7fl4-521-9$$0
2,5HOULD THE FABRIC DECOMPOSE OR BECOME INEFFEGTNE PRIOR TO THE END 5, WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET, * APPLY. AGRICULTURAL LIMESTONE - 2 10NSJACRE FERTILIZER - 1000 LBSJACRE 10-10-10 facsimile-704-521-$955
OF THE EXPECTED USA$LE LIFE AND THE BARRIER STILL 15 NECE55ARY, THE BACKFILL 5KiR7 8" MINIMUM WHEN WASHING IS REQUIRED, I7 SHALL BE DONE iN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO ~EfErEfjEEc~ lnletFrntertinat ~ SUPERPHOSPHATE - 5O0 LBSjACRE 20% 6.52, Block and Gravel Inlet Protection M#1LGH - 2 TONS/ACRE -SMALL GRAIN 51RAW
FABRIC SHALL BE REPLACED PROMPTLY. AND COMPACT THOROUGHLY RN APPRDVED SEDIMENT BA51N, 6. SDIL STABILIZATION FABRIC (AS SPECIFIED BY THE DESIGNER} SHALL BE USED. 6,54, Racl; Doughnur lntet Protcctian ANCHOR -ASPHALT EMULSION
3,5EDIMENT DEPOSIT5 SHOULD BE REMOVED AFTER EACH STORM EVENT, THEY MU5T BE REMOVED WHEN DEPOSITS REACH APPROX, HALF THE HEIGHT OF iti'ortlt CUr~olHauDclrarGrrcnt of Trnnspnrtntio{{ SeaIS:
THE BARRIER, AM` 5EDIMENIT DEPO51T5 REMAiNiNG IN PLACE AFTER Standard Specifications far Roads and Structures
THE SILT FENCE 15 REMOVED SHALL BE DRE55ED TO CONFORM 70 THE EXISTING GRADE, PREPARED AND SEEDED.
°l ra ravel ~nstructi~ ntrce r olt Fence etas {r4Etlrjp rains e Inlet ratectlan a ,,t{1` r,r,~P em era
I 11ti~ !S~ ~aa ~ ~ pdfd. ec~f~cations far e era rasEan antral , ~ ~A ee~n
041 O~ ~ fS P'
w !y~~~. ~AAr q
12° DRAIN BASIN 12" CA57 11 9 n4Jr ~Ml(}Fi• 0 IO 4 V e:.LFJGG q 12 CAST IRON GRATE 9.-Ou 6' 0" 4
w
La 't1) , s rrr d'~lp aeaao~an° ~„+?441 13,25" `i Tr a:
RIPRAP ~ D,0% a u ' ~ ~ - _ ddt p 't if yl~~ 5 ~rdrrrrttsitttlt
o 0 A ~ A ~ ~ ~ ~ l ~ e"~
fl ~ ~ ~ a-
~ O ~ ~ -BRICK Z ur PIPE MA50NRY o
PILL SLOPE ~ ~ GEOTEXTILE FABRIC ~ 4" - Np, 5
WASHED C C~ ~ _ ~
PLAN vJ<C`I~iQN A-A STONE ,~i~~ ~ ~ ~ C~'1 ° ~ ~ o
* ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95~ OR GREATER, G,P 2" MIN 0
* BOTTOM GRADE SHALL BE O.Oq• WHEN U51N6 5C5/MP. METHOD, 90~ ~ COMPACTED GERM PEDESTRIAP PEDESTRIAN (H-10) RATED ' ~-_'a=: a.; ; < . , DRAIN AREA = 51.0 5Q, INCHES
• SIDE SLOPES TO BE 3:1 OR FLRTTER. 2 *(1) ARAPTORS GALA BE MOUNTED DRAIN AREi MIN ON Ah1Y ANGLE O° t0 358°, TO • SIDEWALLS SHALL EXTEND UP A5 SHOWN ON PLANS BUT NOT LE55 THAN 2f 3 THE PIPE DIAMETER, ~TU~ DETERMINE MlNIEv~M
• THERE SHALL BE NO OVERFALL FROM THE ENP OF THE APRON TO THE SURFACE OF ~ ~~'OUrup 2` MIN PALE BETWEEN ADAPTOR5 SEE J
THE RECEIVING CHANNEL, THE AREA TO BE PAVED OR RIP-RAPPED SHALL BE - p(tt~lAtTITIES
UNDERGUT 5O THAT THE IM/ERT OF THE APRON SHALL BE AT THE SAME GRADE - CAST IRON H-1O RATED (FLUSH} WITH THE SURFACE OF THE RECEIVING CHANNEL, THE APRON SHALL HAVE A - - ~ PEDESTRIAN GRATE t2° 12° r PIPE SIZE CUBIC YARDS
CUTOFF OR TOE WALL AT THE DOWNSTREAM END. - ~ _I I ~ 1 ~ i-_I I I-III-- - i ~ I ~ ~ - ' .l 1~-" I_ _i I . . ( ~_i ~ h" 6" 0.007 ~ i ~ i I-!~' Ill-.; =s(1-1i~. I, {h l,l; ~ _ „
* THE END WIDTH OF THE APRON SHALL EQUAL THE BOTTOM WIDTH OF RECEIVING CHANNEL. ~'~y j • PLACING EITHER LOOSE OR COMPACTED FILL IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED, ~ROU ~
° NO BENDS OR GURVE5 IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED, 2 MIN, Nj7 ~ 8" 0-013 -~I ~I~ :~1~ - ; I `l _ FINISHED GRADE I, ~ I
• BOTTOM GRADE SHALL MATCH SLOPE OF CHANNEL WHEN USING N,Y. D,O,T. METHOD, !MEET AND OUTLET = ADAPTOR FOR 8 ~ 90° 0.020 -i' III, €-N ~I ~ ~ ~i , I ~ TYPICAL INSTALLATION IN SOIL ~I I I , gym{ I
SPR 35 PVC PIPE a 92" 0.028 ~i,,~ ~ ~ =1; ~i ~ ~ ~ -0 v, I ~ S" 30D0 P51 ~ -..I ~ m f ~ I- i , ,
a 95" 0.0 5 { ~ ~ COt~RETE FOOTING TYPICAL INSTALLATION IN
FE5/HW CFS PIPE APRON WIDTH ~ WIDTH ~ APRON STONE RIP RAP ~ , ~ ua g6 ° 0.065 NOTES: ~ x CONC~~fiE PAVEMPNT
DiA, ~>'r) LEN6T11 (Fr) F~5 t,~ Er~D,(FT) DEr~TH (IN} 51ZE (~T} GLA55 Do la' 3Do w D' 24" 0.196 1, PROVIDE MATCHING GATES WITH ACCESSIBLE LATCH, 5EE - 51TE PLAN FOR LOGATfONS AND WIDTHS.
7 9.45 2.Ofl 13.0 6,00 15,00 18,0 0.5 B 11A 1,39 1,25 8,O 3,75 9,25 18.0 0,5 B 30" 0.182 2, FIELD VERIFY LOCATION WITH ARCHITECT PRIOR TO itJSTALLATiON,
18 2A1 1.26 8,0 3.75 9.25 18,0 0,5 8 HINGED GRATE COVER ~ 3~," 0.262 3. ACCEPTABLE MANUFACTURERS:
21 225 1,25 8,O 3.75 9,25 18,0 O,6 B FOR EA5'f ACCf55 27 6.72 1.25 8,0 3.75 9.25 18,0 4,5 B o *(2) MAXIMUh *(2) MAXIMUM z_ 42" 0.356 a, JERITH ORNAMENTAL c, MERCHANT METALS
31 2,53 1,25 8,0 3.75 9,25 18,0 0,5 B ~ REGOMMENDEI 33 2.87 1.25 8.0 3.75 9,25 18.0 0.5 B RECOMMENDED ~ FENCE STYLE #202 www.MERGHANTMETALS.COM OVERALL HEIGHT 1O' ~ 4B" 0.465 1 800-344-2242
35 1,22 1,26 8.0 3.75 925 18,0 O,5 B OVERALL HEI@ a www,JERITH,COM 54" 0.583
_ - _ . ~ m,~.,~.. ~°s _ . 60" 0.727 b, MA5TER-HALCO d. APPROVED EQUAL
1 1-800-229-5515 p~
MATERw.; cast IRON r^"'`e~''°~r'"`~,~""0,''"'~,!""~ r-~~-~-^'.~ 66" O.86D www,FENGEONLINE,GOM .dw.
QUALITY; MATER6AL StW.L CONFORM TC aSTM PA8 - G Yard I No em ®ra averseon wale nd ect~on ' a ran Flared lack rnamental Aluminum Fence r Inlet eta'l rick seen Pi ~ lu Ya
7 S PAINT: CA6tINCf'r ARE FURN~aHED y- 7A
WI1H A B1ACK PLANT #4 9 tco?i2c{~ll. r~~ucAT1aN) COG 5TD 2
_ ~
ef7tiSirUCI100 2. J'Iuestontmilalireaanddi:nnnatousUmea in ifieplHOtna 6lirtnhiu SpeCrtiCaUati, (cunds,ioo tt e k~ 4,/
NQIE: ' 7, ileaptltecevlers,mre sxcfinnm k:lYaelrcs Bxl,rvlnn~airnl yrumdlo«nl w4ernSlrc+}aai;dwsllroet,aerMl hm:rc. p/~
FABRICATED FVTiiNGS ARE AVAILABLE IN TEES, WYES, REDUGER5, 46° BENdu, 3 3. Eateae,,®eo laastiSfEet fixyona m:ndeU buiA,,§ge,v5.N36}IO 6wm ~C01~ Y/ enter fimm~,tUnr imr. ilxmrHnl'INClieck ib!n. ( ] /I~
NOTES: WATERTIGHT (WT) JOINTS 5HOWN, SAIL-TIGHT 1, GONTRAGtfON JOINTS SHALL 8E SPACED A7 10-FQOT lNTERYALS, EXCEPT THRT A 15-FOOT SPACING MAY BE USED 4. Set sjraGng EzMrxo danxa ie asware llwl the tlevnttuo tll {helap aflhu ~1/ ,1~mY hoer 4vm i.l e.csmz na Ile Ne eleruias M',rye,ypwr Miry.
(5T) FrrnNr~ RRE ALSO AVAILABLE. BUILDII~ HIN ! ED OR WHEN SATISFACTORY SUPPORT FOR THE FADE PORM GALA BE OBTAINED WITHOUT ~W~L~ c ~WALI: CMART ~ S Pro;~l9kelximMlaftcrlLc:oacac7a~ekdaiu~ramheavyilowd,,:twnkl p~~
FACE WHEN A MAC E S US THE USE OF TEMPLATES A7 A 10-FOOT INTERVAL JOINT SPACING MAY BE ALTERED BY THE ENGINEER TO PREVENT 5EE GRRD GRA55 GRA55 6RA55 GRA55 GRA55 GRA55 ``°~Pf051"` SEE GRADING AND DRAINAGE PLAN c. n+~x>2n~,,,n,»ad,*nwrend~n>,a~na~„~,tlw~n~ndum;~„nb><.
UNCONTROLLED CRACKING. FOR 2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES 4R FORMED BY OTHER APPROVED METHODS. 5WALE 5WALE SWALE SWALE SWALE 5WALE ~ FOR 5WALE LOCATIONS. #4 #2 #3 #4 #5 #6 >;nsnr~~>minuro~:n~ncm<d,~~n5,nana~anne,-eu~naeaex,nwmx slreekdrmq mo ntl aul7^I Ndwn;~eorl~luclp~ liuuaioplnxtl UULms.
DOWNSPOUT WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF i 1/2° SHALL BE OBTAINED.
3, ALL F-XPAN5ION JOINTS SHALL BE SPACED AT 90 FO07 INTERVALS, AND ADJACENT 7O ALL RIGID OBJECTS, gOjT'OM W(I, JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING 51DEWALK. BOTTOM SL 607TOM WIDTH ,1~, - FT. 2 2 2 2 2 2 601"LOM SLOPE Fi/F7 0.08 0,032 0,019 0,(174 0,090 0,067 , =n•eo~rH(flr,~e sficflmffi Pam
4. CONCRETE COMPRE55NE STRENGTH SHALL BE 3600 P,5,1. iN 28 DAYS. 5, CURB SHALL BE DEPRESSED AT INTERSEGTIDNS TO PROVIDE FOR FUTURE ACCE551BLE RAMPS. 51DE SLOPE x k A and 8 are of equal eEevation SIDE SLOPE t~ 3 3 3 3 3 3
M'LOPLAST CLENVOUT (CO} END GAP S. TOP 6" OF 5U$6RADE BENEATH THE CURB SHALL BE COMPACTED TO 1OO% STANDARD PROCTOR DENSITY, RITGH REP"'. RITCH REPTH "D" - F7 1,5 1,5 1.5 1.5 2 1A d e
ADJUST GRADE PER ENGINEERS DOWN5POU7 ADAPTER 7, DETNL MAY BE U5Ep FOR PRIVATE DRNES, PARKING LOTS, AND INTERIOR CIRCULATION STREETS. Ptf~J, 5EE GRA[~ING PLAN FOR INSERTED IN RISER MIN, LINING MIN, LINING DEPTH "H" - FT 0.35 0,24 0,24 0.23 0,94 0.50 a,_ ~n m~
LOCAII(7N OF CLEANOUTS PIPE FINISHED GRnDE TEMP./PERT TEMP./PERM. LINING TYPE NAG 5150 NAG 575 NAG 575 NAG 575 NAG 575 NAG 575 ~,9a,e6.~„S,r~,~~max,~,.,xl,,,na;~a~n~~3„„~~na~nb„x~,n~n~,~x~xa„~k,~n~,.
~sR.,,. 5'rrvn
1/8" RADIUS
FABRICATED NDPE 3" RADIUS ~ NORTH AMERICAN GREEN LiN 9 yy-. C RICAN GPEEN LINING . i_ ' , • b ~
5T DBE, MITER 8O° e ' ~ . t..b INSTALLED IN ACCORDANCE V BEND _ MANUFACTURER'S SPECIFfCAT N ACCORDANCE WITH ~ t
FABRICATED HDPE ST 4 ~ ~ • A . ~ OR APPROVED EQUAL 45" WYE ZER'S SPECIFfCATlONS 1 -0 MIN, ~ ~ =:,1; ED EQUAL 60TH ENDS 60TTOM WIDTH W ratx~dwdfi
INSERT INJECTION MOLDED, FABRI(ATED NDPE PAVEMENT , c•: G45KECED SPiGQT BY 57 DBL. MITER 9Q' ~ a,'.:° t'lan View 72" of NGDOT H5 or td57
BELL REC~JCER SEND a , - "kp.. LM6 nrshedsYane t~4x J 15
WT BELL-BELL q; , r r . COUPLER (TYP) : , - DEPTH 1 , ' ' u n ~ - dozsBRiprop .:"e.'. k'..! ~~;..'r
• •a a' • ; o': ° : LINING DEF °H" LINING DEP7N D ~ +4 'r's~9~ ` . ~ m~ a t ~ ;L"t r ~.~I, 3~. *H" FdtarClath ~ ww ~ ~
a A:,. 4 ~ M ~ L
4" Ito b'
° ( u CCUSS-S¢E1 ,R b125V
NDPE PIPE "TYP. s~.~! INJECTION MOLDED ~ ) Fi9u[B5,Nb MOna dVlkddn bL7fA ShAYd Bezlnced metfhe cnannd Cattke to MenPvra+afioR~wMing amunc me p gym, r ~Q {'~1. I10: L)GO
Wi TEE
* Drawn By: Nirsth
ertical ur Mail V ®~f ras n etas I Te era Rack heck C}am rasa Lined vale m
in _ _ I , „ Desigllt'd By: J. ashhaugh
N.kt5 _ N.I t:?.
Checked, By: 1..Ashhaugh
GENE s Cross-Section 12" min. of NCDOT#5 min (w) GENERAL. NOTES: Date.ID.oi.oa
or #57 washed stone 1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MAT. THE POOL
.5' min. i 1. AREA NCDOT #57 OR #5 WA5HED CLA56 6 RIP RAP 1 AREA SH 6TONE 1'THICK x 2' HIM (WN) AREA SHALL BE CLEARED, a
360~?cuft/acre 2. THE F FLpw r , STONES, Q FLARED SIDES TYPICAL Revisions: 2, THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED
1 ax TRAVER II STONES, ROCKS, ORGANIC MATERIAL, OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. 07.07.09 ISSUED fOR TRt REVIEW
- / m ALL SPILI H ALL SPILLWAYS SHOULD BE LINED AND/OR RIPRAPPED, 09.02.09 ISSUED FOR THE REVIEW
PIPE ° : z 2 H 3. 5EDIM y • 14 - 3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL. DIMENSIONS WHEN THE SEDIMENT RA5 ACCUMULATED I NCDENR-LQS Revisions 11.21.08
TO ONE- ~zr._ 7k E~ MANNER TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE, CONCRETE 2 NCDENR-LQS Revisions 12.11.08
xt-14, THE T SIDEWALK 4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY.
3 NCDENR-lQS Revisions 9.15.09 ~
f 5. CON51 5. CONSTRUCTION OPERATION 5HALL BE CARRIED OUT IN SUCH A MANNER THAT EROOION AND WATER POLLUTION IS MINIMIZED. , ~ ~ 4 ADDENDA #1 ,r NCDENR REV. 10.19,09
0 RIP RAP-CLASS 1 / 6. ALL C 6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLE66 CERTIFIED BY REGISTERED GEOTECHNICAL ENGINEER. x oe~ S NCDENR REV. 10.29.09
7. SEDIM l \ a F'v 7. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION. ^ I
0 6EpIMENr 6TORAOE AREA Design settled Overfill 6" for 6. STORP b NCDENR REV. 12.1.09 6. STORAGE AREA 15 SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURP05E5 ONLY, AND MAY BE CONSTRUCTED IN ANY SHAPE 6' l
tap ' 1. settlement PROVIDEF c p ^R,., PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET, THE 5A61N SHOULD ALSO BE ORIENTED SUCH THAT THE w0' l 1 COG ENG. REV. 12.15.09 FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OFF061TE ENDS ON THE LONGER BASIN DIMEN61ON5. 1
_ PER PECTV VI Plan View FILTER At
9. REQUI ' iwY,r.yw UND16TUR 9. REQUIRED STORAGE IS 3600 CUBIC FEET OF STORAGE VOLUME PER ACRES OF DRAINAGE AREA, IF CLEAR WATER FROM 1:12 MAX, I UNDISTURBED AREAS IN DRAINAGE 13A51N ARE TAKEN AROUND OR THROUGH THE DENUDED AREA BY NON EROSIVE MEASURE SLOPE
. 5~ 'I\_ Emergency b - Y THEN BA, ass 6u below THEN BASINS MAY BE SEIZED BY DENUDED ACRES. RECOMMENDED STORAGE 15 3600 GUBIC FEET OF STORAGE PER ACRE OF DRAINAGE AREA, CONCRETE
DRAINAGE ' k~ mln settled top of CURB S nr l Sheet Title:
o NCDOT #57 OR #5 dam 10. THE 9 h# K b 04 i 1s w 3 ."h. r. WASHED 5TONE 3 GLA66 B RIP RAP ' to 35 10. THE LENGTH OF THE STONE OUTLET (SPILLWAY) 15 TO BE BA6E5 ON A 10 YEAR STORM, GUTTER I
FINI6HED GRAPE 6EDIMENT 6TORAC- ZON TOP OF EM6ANKMENT 11, WHEb 11. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING, ASPHALT BAFFLES SHOULD BE PROVIDED IN THE BA61N WHERE THE LENGTH 16 LESS THAN TWICE THE WIDTH. 6
Natural BAFFLE
(X) Ground 3 filter 3 12, CLEA 12, CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE 0 Site MARKED SNOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN.
fabric min. MARKED Rj X NOTE: Construction
OW to PIPE 13. 5AP DATA BLOCK 13. SAFETY FENDING 3 HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS, SEE SITE PLAN FOR CONTINUATION
-I I--z' 14. FOR W TRAP STORAGE STORAGE 14. FOR DESIGN OF R16ER TYPE SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH, OF SIDEWALK AND CURB 6 GUTTER Details }N AND NATURAL RESOURCES, EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
ELEVATION ELEVATION AND NATI N NUMBER REQUIRED PROVIDED X L H Z W SPILLWAY TOP Of
5ECrION CREST DAM 15, FOR 15, FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE 7 TERRACING WILL BE REQUIRED.
2 5,220 6,967 7.5 10.0 2.00 1.00 5.0 739.00 740.50 TERRACIN N 16. THE
REMOVED 16. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION HAS BEEN GRANTED BY NCDENR LAND DEVELOPMENT INSPECTOR AFTER THE GRA5O HAS GERMINATED
AND 6TAI AND STABLE GROUND HAS BEEN E67ABL16HED. 6 Sheet No:
17, WA51- 17, WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT PENCE IS PLACED AT THE TOE OF Q ¢
° T era ~Iediment ~Tr T Y emera ~'er Berm Basin e A SLOPE A SLOPE >10' VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE WHERE 50' OF BUFFER 15 NOT PROVIDED. SI le 11am Detail ~4cees b Lm6e I
N(NCL 6.55) N,T, , b 15
h b
N 41 Y
N m
ry

ACGG5IBLE PARKING 51GN5
" 1/2" RADIUS CENTERED IN SPACE HAND TROWEL SCORE JOINT- 1/4 X3/4 DEEP FLUSH CURB WIDTH ' „ 1° CHAMFER 9{45° SIC~lAGEo,,`
WITH TOOL BANDING. 5EE 51TE PLAN FOR " " SCORE JOINT SPACING, 6 1 0 S SEERSrrE 6'- R7°ae B x12 SI 3(4"X3/4" REVEAL n ~ & ~ A7 VAN ACGE551BLE SIDEWALK
3° RADIUS PLAN MEDIUM BROOM FINISH PERPENDICULAR Q ~ SPADES ONLY VAN GREEN
TO TRAFFIC FLAW ~ a . 3 1YPIGAL 1/8° RADIUS . . ~c~a
I I ° i .:i~ . N 8T° 5LOPE', 89'° 5(:4PE, IDEWALK "N 5~..':... LL . R7-6 OR R7-ba R~~p WHITE BAGKGROUNp 9EWALK „ " P~~~K6 6' 6, 8' 6' 5' 6• 12 X18 SIGN BLUE
Z io CURB AND GUTTER R7-6D CvG 20-37. WHITE SYMBOL
I ° ~ w~ 9"X12' S1GN -
4 '-6° - - ~ °'"rr ACCESSIBLE PROVIDE COMPACTED °2ea SPACE BEVELED EDGE 2.25 - 59.5A
s~ ~ ~ ~ a STANDARD CURB AND GUTtER ~owN oul TAPER GURB AND WALK STAIN-TWO GOATS, ONE our OF EVERY EIGHT (6)AGGE551BLE 5PACE5, BUT SUPERPAVE ASPHALT
~m DOWN TO GUTTER GRADE DOLOR TO BED``` >0 N07 LE55 THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE. FINISH 5L ARCHIDTECT ~ PARKING SPACE PAVEMENT MARKfNGS ~
I 4 WIDE WHITE
JOINT SEALER- 4° WIDE REGE55ED 1Ja° TYP. PAINTED ~ X45° ANG PAINTED STRIPES w X45° ANGLE u w ~II...~~~I~ qo -'tea °~o o _ N 4 X4 TREATED ~ 2 =1~1 ~ 0 a ° Q ° ~'°O~ _
PROVIDE 1/2` BIT, EXPANSION P(~N ~ SURFACE OP G•UTCER EQUAL SP JOINT ~ 30 O.C. WITH JOINT SMOOTH FINISH 1 1/2 WIDE 5' O,C, EQUAL SPACES SOUTHERN YELLOW 1 4o eoo ~ ~
SEALER AS SPECIFIED-1/2 iNIGK EACH SIDE 4F 5CORING N 1/8 R TYP, 5` O,C, PINE FOR GROUND FINISH C-RADE ~ ~ ~ O ~o ° a Q 00 ° ~ 0~ ° ~'J~'~l' ado ° CONTACT ~ _ _ _
1/16" BELOW FLUSH ON 1/2' THICK AND AT PAVEMENT EDGES. EXPANSION JOINT. PLACE EXP, JOINT - - _ =1 F 1=1! I- - I-I I f-I - - I - = =1 I1= - I A B { { ~ ~ ~ { I_I I I=1 { ~ =I =,=1il~l i i~ _-1 I P-1 I I=1 I I=LL=i I1=1 I1=~ I I~ I i- I,._„'_ ~~r-
WHERE SHOWN ON PIPJJ, WHERE NEW 4° WIDE POUR IS CONTIGUOUS TO ANY - PAINTED L 4° WIDE WHITE PAINTED LINE 'm z VAN R„ `a~ P~ ~N~ 6"' COMPACTED
STRUCTURE AND AT 30' O.C. MAX. JOINT FILLER ACGF.SSIBLE COMPACTED 0
- 1 /2•' ~ MUT D MUTCD 12„ SUBGRADE (95% ABG (TYPE A} R7-a R~-a STD, PROCTER} {s5r STD. W. Morehead Street ~~exv>:0 " CBR=B PROCTER
8 7 5 8-- 1/4` X 3/4` TOOLED _ TRAN5VER5E EXPANSIQN JOINT PARKING w 12 x16 ) Charlotte, NC 28208
JOINT WITH RADIUS (13' WIDE FOR EDGES. NOTE5 VAN ACCE551BLE) PION 12"x16" CARRY BASE COURSE 12" AGGE~~IBLE GIGNAGE
e. ~,.,..a,,~.,.,..,..m,. MEDIUM 1. CONTRACTION JOINTS 5HALL BE SPACED AT 10°F04T INTERVALS. FOR VALLEY GHJTTER, m~« ° a,a ~`'t(''' "16 ° _ BROOM A 15-FOOT SPACING MAY BE USER WHEN A MACHINE IS USER, JOINT SPACING MAY BE BEYOND SURFACE couRSE Landscape Architecture ' R7-6D AT LOCATIQNS WITHOUT
® w .®®r ~ ~ r ° Q ~,r , _ ~ FINISH ALTERED BY THE ENGINEER TO PREVENT UNGONfROLLED CRACKING. GENERAL NOTE fnAxIMIUM S°x12" CURB AND GUTTER cite Plannin PENALTY ~ 25Q g
'a ' ° a d ° 2. C4NTRAGTION JOINTS MAY BE INSTALLED BY THE USE 4F TEMPLATES 4R FORMED BY _ _ _ _ - ~ - -i - - - _ - _ - - _ ~ OTHER APPROVED METHODS WHERE SUCH JOINTS ARE NO7 FORMED BY TEMPLATES, „ 1. RAMP AND WING SLOPES SHALL NOT BE STEEPER THAN 12:1, Civil En ineeri}lg
~ I1-th- ~ L.~~ f ~ h=Jf l- ~ - ~~~f (~~f ~J~~~~~(1 11 ~I A MINIMUM DEPTH OF 1 1 / 2' SHALL BE OBTAINED, 6 WIDTH UARIES SEE PLAN '~"T~"~I~ - -1 =11~ _Il~f~"=11_u~-''i_11=N1=11~11~11~ ~I ~I 1 PLAN 2. GUTTER FLOW LINE AND PLAN PROFILE 5HAl.L BE M4INTNNED "p~~Lrr R7-6D g THROUGH THE RAMP AREA. ~ 250 9x12
"'-"r '~=11~111~11=111=lIlll`II~II~ 3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90 F40T INTERVALS, AND ADJACENT TO AlL RIGID OBJEGT5, J(}INTS SHALL MATCH LOCA114N5 WITH JOINTS IN ABUTTING SIDEWALK. 3. THE SURFACE OF THE RAMP SHALL BE FLUSH tMTH THE WWW.SiteS01UtI0nS(3a.COrn FLOWLINE OF THE CURB AND GUTTER,
3500 PSI CONCRETE ~ COMPACTED 4. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED 74 1/2` 28 DAYS SUBGRADE 1Q0% STANDARD PROCTOR DENSITY. 1/2° 2~ 4PE Telephone-704-521-9884 COORDINATE CQNSTRUGTION TO COMPLY WITH LOCAL AND
° FEDERAL ADR STANDARDS, Facsimile-744-521-8955 5, ALL 12°x16° ACCE5516LE SIGNS (R7-6 4 R7-1}
6X5 10f10 WWM - ° ~~C710N 4" THICK SHALL BE MOUNTED AT 7 FEET FROM GRADE `~°--4" THICK 7Q BOTTOM EDGE OF SIGN FAGS {MUTGD),
CONC, WALK GONG, WALK MOUNTING HEICitiT CAN BE CHANGED TO
SEALED SECTION A-A EXPML~iION TAPERED CUR'. 5 FEET IF PLACED IN AN AREA BENJEEN ~-°-TRPERED CURB SIDEWALK AND BUILDING FACE IN WHICH Seals:
JOINT PEDE57RV+N5 ARE NOT EXPECTED TO USE. i3. REFER TO MgNUAL QN UNIFORM TRAFT~C CONTROL DEVICES, (MUTGD} CCeSfl~ a I na a tri In
e ur and utter tail ®cr~t 'ewal etail n~ret A L~ t u s halt Pavan U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SUPPLEMENT.
ACC~~~IBLE RAMP NT5 7, IF ACCE5516LE ROUTE 15 A RAISED SIDEWALK AREA, THEN
RAMPS ARE REQUIRED AT LOADING ZONE AREA.
NON-STRUCTURAL CAP UNIT HIGH GRADE. SEE PLAN NON-STRUCTURAL ~
BRCKFILL (TYPICAL ~ FOR SURFACING TYPE BOTH 5IDE5 OF TRAIL) (SHOULDER} (SHOULDER} 3 - BACKFILL ~TYPiCAL ~~,uatT~
, „ n „ 1 T,W. El.-(SEE GRADING PLAN] _ h~I ~ ' 1 -O' 6 SEE SfTE PLAN FOR WIDTH 6 1 -0 _I i s-1 i -i I 1 ii-..~ i-._ - ~ MIfZAFI 1~ BOTH SIDES OE (SHOULDER) ( (SHOULDER) 3 dgr~gll i~1r~ 7I N PLAY SURFACE, (BY OWNER- N.LC,) RAIL ~ " ° „ 1(~ = I MIRAFI 140N SEPARA O T } 1 -4 6 1 -0 ; >
~ SPLIT FACE coNC, _I ! .I I 1-.1 i~l .I' - ~ ~ FABRIC 1 /4" jFT. SLOPE (MqX,) ~ i_ BRI BY OWNER-N,1.C. SEE SITE PLAN FOR WIDTH 6 _ ~ ~ ~ ( _ FA C ( ) 1 4" / FT, 5LQPE MAX,) .4`
--=1 j RETAINING WALL UNIT o ~ ~ > o a a ° p 4 ° o i _ 3 1~ ~~°,<4~' Wyv. .~,Aaoa,~+a~o 4mogA° ~m~4 ,+~---III ° 4 - n+ #57 STONE (BY OWNER- NJ.C,} 3 _ 1= - '
~@a 4a, flu s ~,ap4 6n'. •~s?•~!~ I ~ ~ p 1. _ i , I ~ ""'7T "'1sT' P7 Ti ,I_ ^,'I- c Q ° "1-~ ~,fi ,'~'fiT"_IT" -T-117.--(1 --TT- - - - 1"'iTr ~~1 ~-1'~~ ITi 9°° m. 'J o op o° ~ °oq ( v°a, 'J v-4~° ` d ".1° q_p I-.i M I ~ ~ I I ~ j'T.- T~ j ~-I . ~ I I T hI i__ L__ ~ I I l I ~=1 I I~ I ~~I I-r I ~ R~ d' I
!~,__~I~_liili ~~I~_~~I--4~~ ~If~~~~l, ~~~~~-i I~ (I~--~~I-- !I- r ~.~L_~i~ i ! =ill._ I I ~ a ° e0 O _ ~T;I__II{~~I_~[~T~I~-.,~~ i~ _~T _ ,~_,I~ I ~,__II ~~I .I, ,II ~i{ I
° D ° 0 ° I REINFORCE~RENT GRID I _ ~ ~ I - ~ Ii _ ~ - I ~l S l-- . I- I ~I ~ 11- }t i--I 11-i I___ _ I .~=1 L _ L~ ' L.__I ! I' i • . ° . " IF._._i,t_ ~I~-~~~ ~I~`If ,-vl,. ~11~1 I al( I. I lil I ~ ~ . I i t I Ali ;i [ ~l I i i1--1{' ~ a ~ - I _I I I-i i -r 11-1 I i i-I i I-' o~ ~ f~ tiN
° ° ~ . c' ° a' ~ - SFAGING A5 DESIGNED BY ° ~ p WALL ENGINEER ..1 b , • .,4e . i _ ~r ' 1 ~Rg' Q
~UP~R-~L~VA7l<D ~~C1"iDN EXISTING GRADE ~ ~--I ~ ~ ° a ~ li ;'ti,. ~r ` : C~ ~ lTflii6d6it4E4 SUPER-ELEVATED ~EGTION EXISTING GRADE l~ I
. ~ ` 8 OVERLAP ~ 2 CRUSHED FINES MIXED
2.25 - 59.5A a b°• 0 0 i ~ i- a o c7 t5 0 ~ NGDOT #57 WA5MED STONE o ° ~ o°z7- d:t °o °da ° d oo.Q o ° " CENTERED ~ ~ WITH 2-3~ PORTLAND DEMENT,
NOTE5; SUPERPAVE ASPHALT i , ~ ~ j- IN ENTIRE REINFORCED ZONE ~°ao 1, EXTEND ABG BAaE 5 BEYOND ASPHALT EDGE. - I I =III= ~ ,a ~ -111_ 1 i o°a° o a°q ° o d `~'c~°o °cs COMPACT TO 95`~ 57D. v - p ,
6 COMPACTED ABC PLACE IN -I -III=E I1-III=~ I I- ~ I=I 0~ ° ° ~ ~ .I I 4` PERFORATED PVC I 2. HAND COMPACT ASPHALT EDGE (SIDE} ONE LIFfi AND COMPACT T4 95~ i_ + s > ~ w p a - ~I ~ I ~ 1~ ~ = i _ + NOTES: PRQGT(7R (ASTM D 698} _ I ° ° y °p ° °~o ° I ' i I =III= SLOPE SUBGRADE TO 1. SEED AND STRAW ALL DISTURBED AREAS PER SPECIFICATIONS ~~I i ~ i ~ I~ ~ ° ~ a I I-Iii-' 3° ABC NCD07 1YPE A MIXED
~ I ~ I ° ~ ' > FOUNDATION DRAIN 3. SEED AND STRAW ALL DISTURBED AREAS PER SPECIFICATIONS STD. PROCTOR (ASTM D698) BURY GEOTEXTILE ~ I ° ° ° -I i _ I.~_~ ~ I- 4 0 ° I ° I flRAIN ~ 1,5% MIN, (p } I i - ~ WITH 2-3/° PORTLAND CEMENT.
e o ~ ~il- FABRIC ~ ° ° ~ ° ° ° e ~ c o i - ~ ~ ~ o~ o~ ° ° MIRAEI SODX OR EQUAL I ~ ~ o a "o ° ° p I COMPACT TO 95~ STD,
COMPACTED SuBGRADE ° ° n o ° ° o ° 1 i (95% STD. PROCTOR} , _ , ~ i ~ I GEOTEXTILE DRAINAGE FABRIC TO _ a b ° ~ a~ a o = 1- FILTER FABRIC OVERLAPPED PROCTOR I I_ ° :4 ~ ~ I AT THE TOP COMPACTED SUBGRADE
_ ~ ~ -I i A ~ ~-I' WITHIN 6° OF FINISHED GRADE -iii_ i I ~ (95°ra STD, PRaGTOR} o~~ .
PROVIDE PO51NE DRAINAGE a NON-STRUCTURAL ~ IN SWALE TONG PLAN GEOGRID BASE REINFORCEMENT `I I= ~a !-=:i i PERFORATE!? CORRUGATED ' ° ° ' o Q °o _I ; POLYEThYLENE PIPE, SLOPE ®1.0%
BRCKFILL TYPICAL COMPACTED SUBGRADE ( (95% STD. PROCTER} a ° , ° o°° , ° i_ I, MIN. SEE GRADING PLAN FOR OUTLET. ° _
B07H SIDES OF TRAIL) (SHOULDER} (SHOULDER} ~T~: NOTEa; I ,,.y , ~~'~%C'~''n,°~: coq°°c~~' { ~ { ~ { X57 NCDOT
1'-0° 6` SEI= 51TE PLAN FOR WIDTH 6„ 1,_O„ CONTRACTOR 5HALL PROVIDE, AND INSTALL A RETAINNG WALL SUBCONTRACTOR SHALL EMPLOY PROPES510NA1 ENGINEER, LICENSED IN THE i 'I ` 1 h,(~!,-;t (I_ I ~ ' STONE FILL PROVIDE P051TVE II, ,.i _.I,,- ~ ~ DRAINAGE IN SWALE 10
1/4"/FT. 5L4PE(MAX,) ~ 1/4`/FT. SLOPE(MAX,} COMPLETELY FUNCTIONING TURNKEY MODUTAR STATE OF NORTH CAROLINA, 7O PREPARE b SEAL FULL CONSTRUCTION SHOP DRAWINGS INCLUDING _ ~ 3 RETAINING WALL 5Y5TEM. CONTRACTOR SHALL BUT NOT LIMITED TO THE FOLLOWING; - ° - 3 9 NON-STRUCTURAL OUTLET, SEE GRADING
a t. •aa.4< o e, : ~ q,4 0.0,x., a '0G' ~1 1 - SUBMIT SHOP DRAWING FOR ENTIRE SYSTEM 1{-,.J• ,a o ! ~ 1, TYPIGAI SECTIQN SHOWING FULL RANGE OF WALL HEIGHT5 6 CONDITIONS, GRID PLACEMENTS. i - e f'?.; 74 ARCHITECT FOR APPROVAL PRIOR TQ ~~,n',~' . 3.m ~ ' a= ° _ n•° ao , 2, WALL ELEVATION INDICATING 70P, BOTTOM 4 EXTENT OF WALL, GRID ~SPACING~ ~ ~ -tip-=!i i`~;~ _-~;~;r.. ' BACKFILL TYPICAL ~ PLAN 1 -6 (
i h~' =1 „ i s f I ; I C ~ - ~ I- i= = Vii, s ( - l i-. i ~ - • ~ IN6TALLATI4N. PLANS SHALL It~LUDE ALL WALL _ ; i,T ~ ~ 3, WALL HFaGHT/GE4GRID SCHEDULE FQR ALL CONDI174N5 GIVING LENGTH, SPACING, GRID SPEC, ETC, - i . _.I l i i ~ ! ~ i i ~ ! I-~ . ~ - UNIT, CAP, 6EOGRID, 5f4NE, PINS, FOUNDATION, WALL GAPING DETAIL. BOTH SIDES OP (SHQULDER} (SHOULDER} 4 ~UBDRAiN ~EGTION TRAIL) 1'_Q" „
~ ; I~~ ~ 1-i ' FOOTING, FOUNDATION DRAIN AND WHATEVER IS SEE SITE PLAN FOR WIDTH & 1'-0 1/a"JFT. SLOPE{Mnx.} ~ 1/a"/Fr, SLQPE(M~uc.} 3
i : DEEMED NECESSARY FOR THE RETAINING WALL 5. GQNSTRUGTION SPECIFICAT10N5 FOR ALL MATERIALS, METHODS, EXECUTION ETC, 5Y5TEM 7O FUNCTION PROPERLY. THE ABOVE DATA SHALL BE SUBMNTfED TO THE ARCHITECT FOR APPROVAL PRIOR TO 3 - , . 3
BECHNNING EARTHWORK, GROWN ~J~G-C(ON EXI511NG C~T2ADE ALl RETAINING WALLS GREATER THAN A' HEIGHT SUHMITfALS: CONTRACTOR SHALL PROVfDE DELEG~hTED -DESIGN 5U$MITTAL FOR MODULAR BLOCK t , i - - ~ - - ~.w ,r1'..' .~'dAd °0 pP °D _I ~4 _ ° o°o Op p 4 0.'~`~' •0~
REQUIRE A BUILDING PERMIT FROM BUILDING RETAINING WALL SYSTEM INCLUDING CONCRETE WALL UNIT, CAP, GEOGRID, STONE, PINS, FOUNDATION, - _i'~ iI i,I__II~ -I(=iG. ~-ii. -III-:I ~ - L~
NOTES: INSPECTI4N5. FOOTING, FOUNDATION DRAIN AND WHATEVER MATERIAL AND IABCR IS NEEDED FOR A RETAINING WALL -i , , I hi ! , I_. i 1~ I" i 1==-I I f==' ~ S~.
1. EXTEND ABC BASE 5" BEYOND ASPHALT EDGE, 2'25 59.5A SYSTEM IN THE LOCATION SHOWN ON PLANS, SUPERPAVE ASPHALT _ _
2. HAND COMPACT ASPttAL7 EDGE (SIDE} 3. SEED AND STRAW AlL DISTUR$ED AREAS PER SPEGIFICP,TIONS B` COMPACTED ABC PLACE IN ~aduiar IvC etainin all
ONE LIFT AND COMPACT TO 95% Fla r®und u~'acln ~raina a ®etail CROWN SECTION Ex15TING GRADE
STD. PROCTOR (ASTM D698) 11 ° 2° CRUSHED FINES MIXED WITH CRU55 aLOp~ SUBGRAD~ CONDITION 2-~% PORTLAND DEMENT, RTES; S~
COMPACTED 5U6GRADE COMPACT 70 95% 57C>, PROCTOR 1. SEED AND STRAW ALL DISTURBED AREAS PER SPECIFICATIONS
(95% STD, PROCTOR) (ASTM D 698) ° e...
NON-STRUCTURAL ~ BRCKFILL (TYPICAL Ya THICK PLATE 3 ABC (NCDOT TYPE A) MIXED WITH 2-3°!° PORTLAND CEMENT,
BOTM SIDES OF TRAIL} SHOULDER (SHOULDER} PROVIDE P0511VE DRAINAGE SHOP FABRICATED, 1 1(2` O.D, SCHEDULE ( " ) IN SWALE TO OUTLET, 5EE 4O STEEL PIPE RAIL, GRIND SMOOTH ALL COMPACT TO 95%, STD. PROCTOR
1 -O 6° SEE SITE PLAN! FOR WIDTH 6 1'-0 GRADING PLAN WELDS, 5HOP PRIME ANR PRINT 2 COATS COMPACTED SUBGRADE a LEFT R16tiT ravel Trail eCt1®nS
ii COLOR A5 5ELEGTED BY ARCHITECT. (NO CR055 ~Lt~pF) I 3 (95% 5TD, PROCTOR}
r a ( ~ -i WELDED END CAP ~q
-^T ~-,,.---11 - ~ ~ j 'r'.r`,~ STEEL P05T5 AT 3 O.C. MAX, I ~ _ , I L-_ , I ~ ~ A I ~ ! IT -i i !-s i i ~ s i s. __I ~ 1 I i -s ~ s; , a ~ ~ I _ i- _i . ~ - 'i I-` GROUT POST INTO CHEEKWALL o.~ LOCK(TO GO METAL PIN
-a~ s i,- f~- THROUGH PIN)
I i-~ i I~ COMPACTED SUBGRADE `i I-11'-~ 12 ~ ~ (95'~ 57D, PROCTOR} LATCH DETAIL 6
N TE ; 1 /2" EXPANSION JOINT CONCRETE
O S EXI5TING GRADE TOP AND BOTTOM ~GHEEKWALL 12" 12` 1, EXTEND ABC BASE 5" BEYOND ASPHALT EDGE, RUNNING ~LOP~ v~G1~10N t } 4„ 2 STEEL BAIL
va~u 2, NAND COMPACT ASPHALT EDGE (51DE) 2.25" -59.58 VARIES (SEE 5#rE PLAN} TYP. 6" VARIES (SEE SITE PLAN) TYP. CAP
3. SEED AND STRAW ALL DISTURBED AREAS PER SPEGIFIGATIONS SUPERPAVE ASPHALT a a a 12" 6` 4' f 4' o/c MAX. 2'-0" STEEL POSTE
TYP. GURB 6 GUTTER
~la~t 1 rat ~:a~+t~~n~ 6` COMPACTED ABC PLACE iN { , ° a ° ONE LIFT AND COMPACT T4 95% -I ~ ~ ~ ° ° a 1 /2" RADIUS o 5EE LATCH ~ DETAIL ABBE m crew BOX HINGE
STD, PROCTOR (ASTM D698) ; i , : -i r--i ~ i,-- ~ ~ ~ ~ I _ S- I _ a. STEEL WITH 180' 2" NOM. 6CH.44 ADAPTER
L. - ~ I ~ . y a STEEL PIPE 2° NOM. 5CH.
--(i A_- 24 I---! i L~ 1 0° AO STEEL PIPE °
#4 REBAR ~ 12` - - - ~ ~ .ti ' ~ C~
= 4, .EACH WAY I _--I ~ . a ~ 1/a SLOPE C r.-~!,_-~ a - i~ 12° WIDE X 6' LONG WHITE COMPACTED CONCRETE FOOTING PAINTED BARS
#4 REBAR IN EACH ~ I ; I ~ . ~ _ ~q a a • - 5UBl~ADE ~ 3600 P51
`0i NOSE 2" CLEAR s ~ ° ~ I ~ I ~I I , ATTACH A METAL 51GN
e 1 -0 .~l-I.~I_ c ~ ~ 18` COMPACTED SUBGRADE a iNDICAITNG RTES ARE OPEN 18" r"ROM DUSK r0 DAWN.
1 o ' ~ { I ~ - (I ~i , _ I i_~ ! i ARIL, CENTERED IN CONCRETE FLEXURAL ~ ~ cv
~t ~ CHEEKWALL I, ~ III"~ ' 1- STRENGTH OF 4O0 PSI i _
+ 4° CHAMFER ~ ~ 2 1 2" i,D. SLEEVE OR FIBER REINFORCED i 1-I - ~r 1 3/ / - ~ i , . I CONCRETE SIDEWALK
~ 5, f CONTRACTOR MAY CORE INTO ~ " ~I I i,- 6 R WALL, GROUT INTO SLEEVE ~ 5EE SfTE PLAN iv 2. GATE5 SHALL INCUUDE KEEPER POSTS TO SECURE ACCESS, KEEPER POST SWV.L BE 6" SCH, 40 STEEL
POST INSTALLED WITH 18°X24" FOOTING RND SHALL O.D. KEEPER P067 {2 REQUIRED}, INCLUDE GWVN TO SECURE GhTE ARM.(ONE KEEPER
TREAD NOTES: 1. PROVIDE 3° O.P. KEEPER P057 CHEEKWALL ~aE"f IN 3` DEEP X 18` DUt, C01 DEEP X 18" DUt. CONC. FOOTING. POST PER ARM), >0° HiN6E SWING ADAPTER TO
5„ 9` u 5EE GRADING PLANS FOR NUMBER OPGJiDE~ ~HiN6E SWING RDP 8 ~ q" OF RISERS, 5EE SITE PLAN FOR WIDTH pO{~, 3, GATE AND GATE ASSEMBLES WILL BE PRIMER AND PAINTED, "RVO CQATS. COLOR T4 BE SELECTED BY
I N ~ -V pj(b 4/ ARCHITECT,
DIRECTIONAL ARROWv PLAN NOTE: ALL ARROWS T4 BE CROv~WALK PLAN Prajet No: 2316,
PAINTED WHITE ~ncrete to S V~It! 1 ril ' ° ° Drawn By: S. Hsruh
Pay ted ~r~cts®nal rr~ws n Printed r~sswalk erv~Ce ate Detail l
I 9 ll (ln~ianarJ 8u I e°h~~~„~
CheclkEd By J. Ashbaugh
-Y4' PRE56URE TREATED PLYWOOD Date: 10.01.08 '.FATED PLYWOOD
BACKING FOR OIGN,(NOTCH a" INTO- N,(NOTCH 3/4" INTO .NE SKI) i'
1" CHAMFER BOLLARD TO RECEIVE SIGN) n n F@45 PLAN WELD ANGLE IRON TO SLEEVE
1 4X 34 TOOLED ( ZleX514" REVEAL s JOINT WITH RADIUS ALL WELDS MU6T BE GROUND _T ~-2' DTA. REFLECTIVE Revisions:
EDGES. L ALUMINUM 5}Gd 6MOOTH AND GALVANIZED 0 ALUMINUM (RECESSED) WITH AFTER GRINDING LOGO 01.01.09 ISSUED FOR TRC REVIEW
wwwwume«nowywmewrowwe4wownwrtwwiwrwnwmwnwiany~mwwwnm°ammwnsowiwwerenrmew.i~aww nwwmn n wawwwwuwro......rowwerw (1A°HX1O"W) www jma ' O q ' U GI' .9 U a 4' 515" VIA. HOLE 09.02.09 ISSUED FOR TRC REVIEW
e. d d d GREPMN v-- ° - ~4a- -c- `T Ho BLUE BACKGROUND 4 a 4 4. . a v waNp WITH WHITE TEXT FOR PADLOCK UND 6X60 PRESSURE
THIS (T TREATED WOOD BOLLARD „ (YELLOW PINE) FIN15H 2.5 119,68 INTERMEDIATE 1,25 6F9.5A 6UPERPAVE p
I_I 1 f I ICI 1-1 I~I 11=1 11=1 l I 1-1 11=1-I I ICI I f=1 I-III-I! ICI I-1 I I-III-I I_I I I o Per WHITE BACKGROUND WITH BLUE TEXT )UNIT pp-- 2"X2"X5 X1/4° " GRADE COURSE SURFACE COURSE 7 ANGLE IRON TOP OF SLEEVE
6" 2m_Oro CENTERED ON SLEEVF SEE LOCKING
3500 PSI CONCRETE " 28 DAYS COMPACTED 6X6X5` PRESSURE E AL SLEEVE DETAIL n
SUBGRADE TREATED WOOD BOLLARD OLLARD =1 1 I 1,25 FINISHED GRADE I hl i 1-1I I~L~LI I=1I „
FINISH SECTION (YELLOW PINE) RADIU5 GRADE 6X6 10/10 WWM LOCKING DETAIL " 1=J i hI -J 2,5
LL FINISHED GRADE LL 1" SLOPE =111 o~ a oo ° °0.a o a °0.o oC7L d~ l 1=11 ° a ~ 6X6 WOOD OD - ° ° >0 ,OC 819
c T - u #4 REBAR 1 RADIUS
4 =1 ° e as ° ° 0.o roe 0 2 X 5n X 1/4" C° o O 0 FEE METAL SPACER PAVEMENT, PIT GRAVEL, L=1=I ~~II =1 I=~~~ I I 1 =1 I = I=11~~ 1 L-I
a 1/8" X 1 1/2" TOOLED IL 4 A'4 SCORE JOINT A5 SHOWN EARTH, ETC, SEE SITE PLAN -I 1 ( 1=! I. f 1-i -i = i =1 1=1 I r-1 I 1=1 111111 _l I 1-1 I I ( i
v 4 COMPACTED d Q a . ° SUBGRADE . `v COMPACTED u BOLT ANGLE IRON 611130RADE B COMPACTED
A q ~ TO BOLLARD WITH (2) ABC TYPE A 1J2" DV, LAG BOLTS - u 6-1f2°X6-1/2"X2' ( )
4 d v a a°` CONCRETE FOOTING N a g 3600 PSI C44V, METAL SLEEVE 6° (95% STD, PROCTOR) Sheet Title: I :L 95% STD. PROCTOR
r S 2"X2°X5`X914" °~4ga o>> 318° CAIN, STEEL ROD COMPACTED SUBGRADE NOTE ANGLE IRONS „ 1, SEE 6PECIFICATIONS FOR OTHER
d . 4° a ° 3000 Psi COMPACTED of x5 WASHED STONE LIGHT :D STONE ONCRFTE FOOTING CARRY BASE COURSE 6 5' DtA. a 3600 P6I BEYOND SURFACE COURSE REQUIREMENTS,
v :9 4 BROOM °°a -q..- 4 °p CONCRETE FLUME SUBGRADE FINISH o' METAL SLEEVE AT LOCATIONS WITHOUT 'te
80 6-1/2' X 6-1/2" X 24° RAVEL $S?.GLAR~SECT~ON CURB AND GUTTER OUTSIDE DIMENSIONS
1. ALL METAL COMPONENTS ARE TO BE FABRICATED, GROUND SMOOTH AND HOT-DIPPED GALVANIZED,
18" w 795% COMPACTED 0 5UBGRADE 2. ALL METAL COMPONENTS MUST HAVE A SMOOTH FINISHED, CALVANIZED SURFACE, etal 3. SPACER AND ANGLE IRON TO BE FLUSH, MOUNTED AT CENTER OF BOLLARD.
N 1. ALL WOOD SHALL BE PRESSURE TREATED WITH NET RETENTION OF 0.40 LBS/C.F. 38/C.F. 4. HOLES FOR PADLOCK MUST LINE UP WHEN BOLLARD Ka INSERTED INTO SLEEVE.
co TURN DOWN" CONDITION WOOD 5KALL BE DRIED AFTER TREATMENT, 5. ALL WOOD BRALL BE PRESSURE TREATED WITH CHROMATED COPPER ARSENATE 0 LET
~ (WHERE LABELED ON SITE PLAN ONLY) 2. SIGN SHALL HAVE GREEN TEXT ON WHITE BACKGROUND, TEXT AND LOCATION AS N NOTED ON PLAN. IN AS RETENTION OF 0.40 L56/C,F. WOOD SHALL BE DRIED AFTER TREATMENT,
m SUPPLIER: WWW.ONUNE6IGN.151Z\ORDERGOLFCOi1R5E6l(5N$NOW.HTM OR EQUAL m L
m c 3
m Sheet No:
Y Concrete Flume iewalk with urndan e Permanent and Ballard et. ro 13 T I a IS Removable ood col lard Asr%halt Paving - He4yy Duty Hard Detail 1
N !3. 0 17 F N,T,6, L=692
Y
N m

2x8x9 1/2` END 2'-Q` TO EDGE OF PARKING SPACE 1J2` RECE55, GROUT RECE55 FLUSH GRAIN SCAB WITH TOP OF WHEELSTOP
(4} 15d EACH SIDE E[ka~ OF PARKING
2X10 FASCIA 2Xa 5PACE 1 1/2` 4"
CONCRETE WHEELSTOP
II 45' CHAMFER
• ~ . s' ~ ,
~ ,n~
I i I I ~ i ~ ~ ~ I -1 ~ I- I ~~3 t ~.w, I"' ` ~ ~
2Xa J016TS ON i ° ~ ~ I-~ +~i 16" CENTERS _
II° 8Q~ PILE t4 SEE PLAN FOR
a Q.C. TYP. COMPACTED SUBGRADE II ~ PAVEMENt TYPE
EACH WAY II
#5 REBAR ~ 1'-8" DEPTH iN L!
UNDISTURBED 501L, 41AMMER ~EGTION SHARP END AND RECE55 FROM 5, O„ 2 ~ 2 0
GRA55 4X4 P05T ATiACNED TO BEAM 2X6 RECKI', WITH (2) 1/2 H•D,G. T~ J015T5 WIT TOP OF DECK 70 BE CARRIAGE BOLTS, NUTS, ANP WASHER5 2X6 RECKING CONNECTED 70 ° J015T5 WITH GALVANIZED SCREWS 70P aF WHEELSTOP 11 2 .n R M 20_0n
FLUSH WITH TOP OF GALVANIZE[ ~ CONCRETE ABUTMENT f CONNECTIOI GALVANIZED J015T HANGER (2} REBAR TOTAL AT O F 0 W. M®rehead Street EACH END OF WHEELSTOP
CONNECnON (TYP,) Charlotte, NC 28208
" 1 CHAMFER (TYP•) ANCHOR B0L7 WITH GALVANIZED ANGLE EDGE OF PARKING LOT
~ IRON ATTACHED 2X8 NAILS TRAIL . 2Xa JOIST BLOCK NAILED IN PLACE Lan SCape rc itecture
TRAIL TYP. ;ti . _ PILE (TYPICAL) -SEE 2Xa BEAMS CONNEI . GEOTECHNICAL REPORT PILE WITH (2) 3/4' X8 BEAMS CONNECTED TO 8Xa WHEELSTOP CENTERED Site Piannin 'ILE WITH (2) 3/4 GTALVANIZED IN PARKING SPACE TYP,) g
1 /4" NEOPHRENE r • • FOR CONSTRUCTION BOLT5, NUTS, AND . • REOUIREh~NTS. ~OLT5, NUTS, AND WA5NER5 t Civil Engineering

r•1 • . ~ I , u NOTE: REINFORCE A5 • 7 5 PLAN wwwesitesalutionspa.com
- - - I ~ SHOWN ON CONC. ' • Telephone-704-521-9880
-III-i I=III-1 I =III- ~ rb ABUTMENT SEGTKAI . . • , . • • . , - - ~ ' . ° ~ ~ ~ 2Xa J015T5 ON .Iii. _j i _ - 6 i'• ~ y • Facsimile-704-521-8955
I._) ' ~ ° ~ 16" CENTERS I I-I ~ I- ( a a . ~ncr~te heelst~ eta~6
-III=1 14a I ~ I ' ~ . _ 2xa COMPACTED - ° . • , : ' J015T BL! 2Xa J015T BLOCK
=III- e f ~ ~iAiLED IN PLA SUBGRADE TO ~ a ' pa d NAILED IN PLACE Seals:
I G a 95X STD. PROCTOR • • , y • ' . . , . _ - d 2 sr~ 4 ° a° d q GALVANIZED J015T HANGER #4 (1+~ 16" OJC ~ a 4 a
- L ~ 1 p~, a a ~ CONNECTION (TYP.) II_I
l 7 I ELi \ d d n. , EXTEND RAIL 12° BEYOND RPMP 1 1/2° O.D. SGHEDJLE 40 STEEL EACH END{h+41Y BE TURNED, GEE RAiI, SHOP FRBRICATED, GRIND "aMOOTH EXTEND RRiI 12° BEYOND RPMP
5EE GOt~, ABUTMENT _-I-~ c-'j A a;~ . PLAN DETP,IL I (1- PLAN FOR OCCURRENCE) ALL WELD, SHOP FRIME AND PAINT EACH EP~(MAY BE TURNED, 5EE
3500 PSI ~ 28 DAYS Q ~ I ' -"`C I a PROVIDE N.A•G. 575 OR EQUAL ~ ~ 2 COATS, COLOR A5 SELECTED. PLAN FOR OCCURRENCE} 12°
-I 11- • a ~ • \ MATTING WITH SEED ON ALL DISTURBED ~ : • ~ - - JQ • 3O° MAX. LENGTH OF ~ BE~RE LANDING
(=I AREA ADJACENT ABUTMENT. ANCHOR - - PER MANUFACTURER'S RECOMMENDATION• ` =III=III III=III;. ~ ~ . ~y~sa~u+ttlp
- - ICI I 1=) I 1=1 11-- ~ '~t' ~ . . PJrtR p°,&,
. , . • • ; ~ 8
CQNCRETE ABUTMENT PLAN ° 12"~ CONC, NA.G. 575 2X10 FASCIA IAGGEi 1' FOOTING (TYP•) MATTING OR EQUAL C1O FASCIA LAGGED TO p ~ ~ ~
' END OF BEAMS WITt LAG SCREWS JD OF BEAMS WITH 1 f A ~i,. n ~ ~ ~G SCREWS
CONCRETE ABUTMENT SECTION CONCRETE ABUTMENT' X6 DECKING DONNE 4" Th~K CONCRETE 1 1/2° O.D. SCH. 4O ~ .6 DECKING CONNECTED TO p~Er,~B~ RAp,{p, STEEL. POSTS AT r; ~j `
1 GRA55 / 3E,E 0THER~DPTAILS- JQISTS WITH CALVAN )1515 WITIi GALVANIZED SCREWS SEE CaRADING 4' 6.C. MAX. i+'~i' ~~~f 1,~
- ` ~ ~ BOARDWALK/P1PR PLAN PLAN FOR SLOPE p°t~R Q~a®vo ~ ~t®p ~ . ~ X4~
a p~!ltitilt{191
r' ~ 1 I `
2xa JOI5T5 oN I I° a a 18"' CENTERS LJ -
I I°
1 /4° N TE ; u 11° b°0 X 98" [CEP CONC. COMPACTED
. ~ 3,, 9. ALL HARDJJARE USED FOR PIER GONBTRVGTION 10'-0° F 11NG 'IYPlGAL SUBGRRDE , ~ ( ) U
g~ SHALL BE HOT-DIPPED G~ilVANIZED, CLEAR DISTANCE
I 2. SMALL MEMBERS SHALL HAVE PRE-DRILLED HOLES TO 5/16° HOLE "FOR 1 /4" LA6 SCREWS, PREVENT SPLITTING DURING CONSTRUCTl0N. 2X6Xa' RAIL GAP SCREWW}:D TO 4X4 HAND POSTS
U5E (2} 1/4 X2-112' LA6 SCREWS 2X6 HANDRAIL ATTACHED TO 2X4 BASE TO ATTACH 2"X6" RAIL TD 4"x4" 3. ALL ANGLES AND STRUCTURAL PLATE5 SHALL BE HOT 4X4 P05T5 AND 2X4 VERTICAL RAILS 2XBX8' RAIL ATTACHED TO POST WITH ALUMINUM ANGLE
1 1 / 5/4• P05T 4 {2) 1(4°X1 ° LAG SCREWS TO DIPPED CaALVANiZED. WITH (2) 5/ 16° 6ALV, CARRIAGE BOLTS, AND 1 J4° LAG SCREWS 'GL~ accessible a w~~h ara~l
ATTACH ALUMINUM ANGLE 70 2"X4" RAIL 4. ANY DI5CREPANCIES FOUND ON THIS DRAWING SHALL ~ ROUT TOP EDGE OF 2X6 HANDRAIL WITH 2X4X8' BASE FOR NANRRAIL ATTACHED TO 4X4 P0575 " BE BROUGHT TO THE ATTENTION OP THE ENGINEER ~ 3/4° RADIU5, i75
1-1 / 1-1 /2 PRIOR TO CONSTRUC110N. 4X4 HAND RAIL POST ATTACHED TO JOIST AND FASCIA WITH 1/2" H,D,G, STANRARD CARRIAGE BOLTS, NUTS, i,
" 5•ALL WOOD SHALL BE PRESSURE TREATED WITH p AND WA5HER5 3f4 ~ 1 1/4 CHROMATED COPPER ARSENATE ~ NET RETEMION i
CL OF 0.60 LBS/C.F. WOOD SHALL BE DRIED ~ 2X4Xa' BOTTOM RAIL AITAGHED 74 4X4 P05T WITH AFTER TREATMENT. ALUMINUM ANGLE AND LAG SCREWS
ALUMINUM ANGLE DETAIL 10't a.c.
(POST SPACING, TYP}
2X10 FASCIA LAGGED TO ENR OF BEAMS WiTti 3° ' 0 0 e 1 J4" UtG SCREW5- TdP OF FASCIA TO BE FLUSH 2X8 CHAMFER
' ° ~ ` WITH DECKING 2x8x9 1 /2" END INSERT RAILS THROUGH
GRAIN 5CAB TYP, 4 15d EACH 51DE ~ MANUFACTURER'S POST HOLES ~ ~ }
2X8 ~15T CONNECTED TO BEAM BY 16 GAUGE 2X10 FASCIA _
PLACE ALUMINUM FLASHING GAP SIMPSON 2-MAX. U26-2 J0157 HANGERS _ _-w._..n...-..-
2X4 RAILING PICKET ON TOP OF EACH PILE 2X Nt' SPA~,INu „k=`~`"h ~ r-4X?~,PAt P06T ~ r~~~ n, CTED TO PILE WITH ~ .:T .r M7 '~~n'~ I`=ti R,~I'fG ~tl {19. ANf1 tiJA,~-,,NF~$ - ~ ~ -'z ROUGH CUT PRE55URE TREATED, #1 SOUTHERN
4" SPACING AND NOTCHEp ~0 ~~~"X1 ja" GALVANIZED 2X6 PcAtLVNG UA'r B` PILE (TYPICAL} PICKET NOTCHED A7 TOP RECENE 2"X6 RAlL• SECURE WJ SCREWS ~ ~d YELLOW PINE, 2 HOLE LINE/CORNER/END POST ABUTMENT i~ ~ ~
AND BOTTOM TO RECENE (2) 1JA"X 2 1I2" IP,G SCREWS. 2X6X8' TOP RAIL 2X4 BOTTOM RNL AND ALUMINUM ANu"LE 2X6X8' HANDRAIL BOARDWALK PIER SECTl0N PILE (TYPiOAL} - gEE BEGIN FIXED PIER ' -
2X6 70P RAIL 5EE DETAIL W/ 2X4 BLOCK BELOW BASE CONTINUOUS GEOTECHNIGAL REPORT " " _ _ - _ FOR CCNSTRUG110N - ' .a, ~ : _ L.
q REQUIREMENT6. 'U z yy~~
ti ~ v ROUGH GUT PRE55URE TREATED, #1 '~,o ~ ~d
NOTE; STOP 2X6 ROUTED HANDRAIL O c~~ SOUTHERN YELLOW PINE RAILS .r ~ FINISHED GRADE
WITH RADIUS EDGE AT ACCESSIBLE FISHING AREA' 0
m i ~ _ - 1j= _ - - - - = I ~ III-~ I I ~ l II ~ ~ I I I_I ~ 1 I ~~I ~ 1-f I1~-~-~I ~ I~ l i 1. _I ~ hl l =I ~ I I 1 ~ ~_I ~ II ~II~~) ~
;+a , ~ I h _ COMPACTED -III _ ; « I l I~
4" • TRAIL 0 - - ( SU6GRADE rD ~ S., e ~ -I~ ~ I~k ~ - _ - _ . ~ coNGRETE FoaTiNG AT ; I i I ; • I I I_I
~ `p lN6RE56 qNp Eq, PROVIRE 4X4 POST ~ ~ I I ` _ ' ( END P05T5, GATE _I ; ~ III=
Ta BOARDWALK SHALL 80ARDWALK MIDSPAN i~ Nor EXCEED 5.ox POSTS AND AT EVERY - oil : 14. • a • - : I TENTH PAST IN LINE -i o • ~ ~ III= ~
_ ,g~ ,m, - o f I I.~ _ ~ ~-i I =1 o _ ~ #5 WASHED i TI i I r
e ~ ~ ~ ~ ~ I _ _ i ~ ~ ~ " 3 r 6 -0 16` I I STONE
II=I ~ 45 ~ K5 i~
Imo! I ( ~ ` 2"x4° BorTOM RAIL ' ' II (=1 a~ CONCRE~"E ABUTMFM W1~HER5 TYPVFOR ATTACHING¢2x8 , w NOTE5 COMPACTED EARTH S~ BAGKFILL FOR LINE
~ =1) ° , 4^ 5EE OTHER RETAILS BRACE TO PILES ~ °n 111=11 g " w m~ 1. ALL WOOD SHALL BE PRE55URE TREATED W17H GHROMATED COPPER pp5T5
-III a ~ 1(2 H.D,G, PILE (TYPICAL} -SEE ~ s I ~ CARRV~GE BOLTS, GEOTECHNIGAL REPORT r u~ ARSENATE ®NET RETENTION OF O.GO LBS/G,F, WOOD SHALL BE DRIED e ® ~ AFTER TREATMENT,
- I= NUTS, AND WA5HER5 w W z e ~ - WITH NUT EXPDSURE FOR C{N~TRUCTION 6 ~ ~ ~ _ ~ -I - CONCRETE REQUIREMENTS, o ~
I ~ FOOTING ~ oN IN51RE o 0 2. BACKFILL ALL PO5T5 AND RESTORE GRADE AT POST BASE TO ORIGINAL ' CONDITION. REMOVE ANY EXCESS SOIL FROM P05T BASE,
12• 6X6 PRE55URED TREATED PINE BLOCK ~ T ANCHORED BE`iWEEN (2) 2X8 PRE55URE _ 57 S ONE " 2X10 TREATER PINE BRACES WETti 3J4` GALV. ~ z~ zs a
4 DEPTH 8 PILE (TYPICAL) FPSCIA LAGGED BOLT/NUTS 4 O,G. WASHER-TOE NAIL "
r0 END OF BEANS BLOCK IN ADDITION TO THE BOLT ~ 3 ~ Q ® ~ ® I 32'
2X8 PTP BRAGS- (1) ON BOTH 5lDE5 0~ I~ al e C n
NOTE, ALL PILES TO BE DRNEN TO OF THE PILE IN ALIGNMENT WITH ' MINIMUM CAPACITY OF 10 TANS EACH 2X8 BEANS ACCE551BLE FfSHING AREA
BOARDWALKl.PiER ELEVAT4ON NOTE: ALL PILES To BE DRNEN INTO BOARDWALKJPIE~ PLAN
FIRM 501E TO A MINIMUM DEPTH OF 7'.
~ I I
iI
ACCEa~aIBLE EIBHING AREA - 9ECTI0N r _ S _ _ . b,~ i ~I
_ r _ _ -
ishi c Mails F n } _ -
l
Pro eat ~o: 2326
"o _ 1 .
_ . Drawn B : S. Hirsch
- - _Y . . I
_ ci _ r' i ~ , 13aeivnari Rv~ 16chhanah
0X8 TIMBER 1 .p r I e (hecked Y bdU9h
TIE6 TOENNI ED WITH 6Od GALVANIZED _ _ . >~I ~ I I III '1 I ~ E i ;I I t
MILS, 2'-0' OZ. NUMBER OF TIES MAY l Date: lo.ahoa
VARY PER SITE CONDTIONS BEVEL EDGE 4X4 RAIL 2°'M'X12" BLOCKING 0 MID-SPAN i 1 J1 i t t E I 1 i
TRAIL ,~A55 #4 REBAR AT 2' O.C. IN 1/2' I I~ ~ f Ni r r } ~ I r: , ;j ~ ~ ;1 ~ I I I
NOTE: INCRM AND ECiRM TO 1. ALL HARDWARE USED FOR PIER CON6TRUCTION BOARDWALK SHAT L NOT ° PREDRf1LED HOLES Revisions:
SHALL BE HOT-DIPPED CALVAPIZED. EXCEED 1'20 d r I I 1 ) I 1 ? a 07.07.09 ISSUED FOR TRC REVIEW
2. MINIMUM POLE PENETRAMON FOR a " o e e e ' NOTE: 4X4 RAIL 15 NOT SHOWN THIS DRAWING. FIXED PIERS SHALL DEPEND ON SITE CONDITIONS. #4 REBAR 3 29° 09.02.09 ISSUED FOR TRC REVIEW
ALL PILES SHALL HAVE A CONCRETE FOOTING A9 SHOWN. 2'-T O.C. FOR MAX. TRAIL SURFACE 2X10 BEAMS CONNECTED TO 8X8 3. SMALL MMSER5 SHALL HAVE PRE-DRILLED HOLES TO TUBER TES 1N SEE a6ITE PLAN POST WITH (2) 3/4' GALVANIZED I 9K$
PREVENT SPLITTING DURING CONSTRUCTION. 1/2' m. o BOLTS, NUTS, AND WASHERS L1Lt I <L ~I 1 ' ILI
4. ALL ANGLES / STRUCTURAL PLATES SHALL BE HOT PRE-DRILLED HOLES DIPPED 6ALVANIZED. BOARDWALK HEIGHT 1J2' H.D.G. DQLL69P SECTION CUT STD, 1000
5. ANY DISCREPANCIES FOUND ON THIS DRAWING SHALL CARRIAGE BOLTS, BE BROUGHT TO THE ATTENTION OF THE ENGINEER REBAR 0 18' VARIES A PER SITE NUTS, AND WASHERS
PRIOR TO CONSTRUCTION. DEPTH MIN. INTO CONDITION NS SEE PLANS WITH NUT EXPOSURE COMPACTED 5U56RADE AND CROP SECTIONS v B. ALL WOOD SHALL BE PRE50URE TREATED WITH j FOR HEIGHT, 1'-6° MAX ON INSIDE
a 2 8 JOISTS ON X48 POST CHRONAIED COPPER ARSENAtT 48 NET RETENTION 16' CENTERS 8 O.C. TYP, ° OP 0.60 L05/C.F. 2X1O
a #57 CRUSHED PASCIA LAGGED ° 7. HEIGHT OF BOARDWALK TOP OF DECK TO FINISHED STONE 8X8 POST WITH TO END OF BEAMS
LL 2X5 J057 BLOCK SPACING 8 O.C. ? NAILED IN PLACE GRADE SHALL NOT EXCEED 29 . 24' MIN. _ INN, 2 X 2 LE06ER ATTACHED ELEVATION OF SCREEN ENCL05U9E STD, 1006
° WITH 114' LAG SCREWS
Ml CONCRETE FOOTING a 3600 P6I (1YP.) ELEVATION r
a
N -0• BEVEL TOP EDGES AT 45 DEGREES.
N CLEAR DISTANCE 4'X4° RAIL CONTINUOUS BOTH SIDES w 2'X4"X12 51.OCKING 0 4'-0' OC 2:.. I LA Sheet Title:
oo 3/8" LAG SCREWS THROUGH DECKIM^i- RAIL AND BLOCKING N 0' 7'-0' 6' LAG SCREWS SHALL BE IPffi7ALLED AT EACH END OF BOARD AND AT BLACKING.
I
m 2 • ..t~,.,• • e 2X8 DECKING CONNECTED TO 2X1O FASCIA LAGGED TO END OF BE" WITH 0 a I JOISTS, WITH GALVANIZED 6CREWS - I
a a , i/4 LAG SCREWS- TOP OF FASCA TO BE FLUSH GRA56 a N ° a WITH DECKING Site
2X6 J015T CONNECTED T0 BEAM BY 16 WGE ° 49 PLAN VIEW J Construction I e F - ` ~ ly
q PLACE ALUMINUM FLASHING CAP 6IMPPSON 2-MAX. U20-2 J016T HANGERS 0 H ON TOP OF EACH PILE ° KR w EXISTING 2X8 BEAM CONNECTED TO 8X8 WOOD POST WITH 51NOLE PUMP TER PA WITH GATES 5 • 1002 Details I
o GRADE (2) 3/4° C4LVANIZEO BOLTS, NUTS, AND WASHERS N e o e s e
m
U 8° X 8' WOOD POC7% co
c"o 5ECTION VIEW ry NOTE:
CONTRACTOR TO CALL 373-CITY FOR AN INSPECTION AND
~oarwal etai Is APPROVAL OF THE PAD BEFORE POURING CONCRETE SECTION A 5TD• 1003 Sheet NO: ~ a Fence Detaif DumstrPd
° L=693
m
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ry

2° Vent with 5 Algm€num straps
90° elbow inlet suspending inle# CONSTRUCTION SPEGIFfCATION 8" CoGp{Ing 1. GRADE THE BASIN S4 THAT THE BOTTOM IS LEVEL FRONT TO E LEVEL FRONT TO BACK AND SIDE TO SIDE.
NOTE: SKIMMER SHALL BE ATTACHED TO THE 12" ORIFICE AS INDICATED 1NCLUOEI:1 ~ '1°pvcrloat SEDIMENT TRAP, SEDIMENT BASIN AND/OR SKEMMEft BASIN AS SHOWN.
ON THE RISER DETAIL ON SHEET KP-108. THIS CAN BE CONSTRUCTED ~ ~ 2. INSTALL POSTS ACROSS THE WIDTH OF THE SEDIMENT TRAP, 5!
" I ~ 3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES, USING A 12 TO 8 REDUCER FOR THE SK MMER. ~ z I 47" SIDES OF THE BASIN AS WELL THE TOP OF 1HE FABRIC SHOULD E TH OF 24 INCHES, SPACED A MAXIMUM OF 4 FEET APART, AND INSTALLED UP THE FABRIC SHOULD BE 6 INCHES HIGHER THAN THE INVERT OF THE SPILLWAY. TOPS
~ OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE B 6" Sch 40 SCJLIQ pvc barred THE TOP OF THE BERMS.
or "arm° ~ ~ , 4. BAFFLE MATERIAL SHALL 8E 700 GfM COIR EROSION FABRIC, Z EROSION FABRIC,
S. IN5TALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE 1NL > BETWEEN THE INLET AND OUTLET DISCHARGE POINT. BA51NS LESS THAN 20 FEET
i - !N LENGTH MAY USE 2 BAFFLES THAT DIVIDES THE BASIN IN TWIRDS 12 1 FREEBOARD (MIN.) ~E B'~ASIN IN TWIRDS.
` ' REED IMMEDV~7ELY ` ,.2 6. ADD A SUPPORT N1RE OR ROPE ACROSS THE TOP OF THE MEP B TOP OF DAM IE TOP OF THE MEASURE TO PREVENT SAGGING.
, ~ ~ P F R T P T H A I ~ ~ 7. WRA BA fT.E MATERIAL OVE THE 0 YVIRE. AT AC F BR C ' OR STAPLES. USE 3 TiE5 PER POST ALL WITHIN TOP 8" OF FABRIC E. ATTACH FABRIC TO A ROPE AND A SUPPORT STRUCTURE WITH ZIP TiES, tMRE, CHANNEL INSTALLATION STAPLE PATTERN GUIDE TOP a" OF FABRIC. 6.67 (2,03 M) WIDE ROLLS
DESIGN HIGH-WATER 10 YR. ,D~ ,
STAGE Si(Irnmer StTOyNn En 8. THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHOREt THE FABRIC MAY 8E INSTALLED tMTH A PIECE OF EQUIPMENT SPECI4 OULD BE ANCHORED IN A TRENCH B" DEEP. IN LIEU OF EXCAVATING A TRENCH, c,Rirp *USE BIODEGRADABLE FASTENERS* i EQUIPMENT SPECIFICALLY DESIGNED TO SLICE THE GROUND WITH A DISC, !
flaatin asitian z 3 ~ P g Q 1 9. DO NOT SPLICE THE FABRIC, BUT USE R CONTEWUOUS PIECE A+ t~;~) 0 N4TE"E )NTIWUOUS PIECE ACROSS THE BASIN. A - 4:1 5LCPE5
8 SKIMMER, SEE ~ 8"4nlef 6 HfAQ an center of DETAkL, tHl& SHEET ~ Rk5ER G ~ 3 extension ~ inlet and orifice MAINTENANCE B - 3:t 9.DPES
PERM. STRLtCTURF I1 INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH F CREST SEE KP DkAW1NC~i STEEL POST ' at 0 - Id,EDR~7MS ~ Fl.ow#CHANt~C AND AFTER EACH RAINFALL MAKE ANY REQUIRED REPAIRS IMMEDIATELY. , (,3 aq E - HIGH FLT CHANNEI, a sHOR¢ME
'a. ; 6"hose', clamps: ® BE SURE TO MAINTAIN ACCESS TO THE BAFFLES, SHOULD THE r ~ ~.4 6" #hreaded male ni ie BECOME INEFFECTIVE REPLACE IT PROMPTLY. rr~ti r ~ t O 'FEES, SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR CQIR EROSION ~1~1 rj ~ j ~ ~ ~ ~ Q
z on outlet end' pp . FABRIC _ r „~,.~,r.~r , I I - ~ a^ ho out I
, : , PLUNGE P00L ® REMOVE SEDIMENT DEPOSITS WEIEN IT REACHES HALF FULL TO <4, (SEE KP SHEETS) TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DA HES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN ANO = = II • , , - s'taaa3 W. MQrehedd Street CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT. SEDIMENT DEPTH _ _ _ r iT ~ s,B~? (
1. HaSe can be attached'to outlet USIn the-threaded 6" ni Is, T iaal methods useC#: an a SHOULD NEVER EXCEED HALF THE DESIGNER STORAGE DEPTH. b" 9 pp Yp RAGE DEPTH. __.W:x ~ Charlotte, i~JC 2g~b~ 'W-~~
PRC3VIDE ROPE N ~ , metal strtrature a StBeCSfUbOUt w2lded On thB 5[dB at the bottQr7t With a 6!' threaded COUpIiflr~: Cir AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERL TETHER TO BANK ~ reduCECS; On a Concrete structure with a hale ararifice atthe boftOm,'use a steel plate wifh a SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT r _ - _ _ . _-W~-_-W- HAS BEEN PROPERLY STABILIZED" REMOVE ALL BAFFLE MATERIALS AND UNSTABLE 'W s~'~°`` < . AND STABILIZE IT W4TH SEED AND MATTING IF NECESSARY , - - _ ~===w==' s, I +r tax~f
. ~ hole and coupling welded to i# #hafiwilf"fit aver the hale: in the concrete and bolted #o the ( } - - - ms~a ' _ - _ 1 r'taam) Landsca e Architecture
'A e.. structure with sealant: ,4 , 2. Dimensions are approximate, not intended as plans f©r Construction. ~ a al _ -4I-' (,a"DU , ~1".'.".". - as' bail I- ANCHOR MATERIAL IN 4 ta, - - - ~ ~ - - ~ a., STAMES P4R Ya ft~i Slte Plannong
s .-0 + :1 WIDE BY 8° DEEP TRENCH _ - {ae srX,><FS PFR su. M} Q o ~'~N~t - Q Cn+ii Engineering
. ` 4 , 3: Barrel (solid; not foam Gore pipe} should be 1.4 times the depth of water wi#h a minimum length of 8' so the inlet can be pulled to the side lac maintenance. If more than 12' brig' weight BAFFLE (TYP.) WITH COMPACTED FILL V 1. PREPARE SOIL BEFORE MSTAWNG ~ll.ED ERD90N CONTROL PRODUCTS (Rr'~P'a), MCL~NO AJfY NEL'ESS4RY APPIICAtiDN # ll4fE. FERTILIZER. AND SEm a Q Q
G6NG. ANCHOR may have to be added to inlet to counter the increased buoyancy. EARTH BERM BERM I "~'ft NDTE WHEN LfiMG CELLO-SEED fm NDT SEm PREPARED AREA DELL-O-S~SD MUST BE IN5fN1E0 YIfIH PAPER SIDE DOWN. WWW.SItQSOiI.ItIQI~ISp<1.CQCn B A L~ ~ ~ I /'1 ~ L 2 BEGM AT THE TOP OF 7HE CF4WtaE7. Bt ANCNdO 7HE RECP's M p 6" iS CM DE£P X 8" {iS CN WIDE 1RFNCH WRH MPRDXaMTELY iZl`~(',A (YA # RECNa t.tS STAA6 PER 5R. Ya
SEE POND SHEET (KP 108) Inlet tapers dawn from maximum inlet #a a 6°' barrel and' hose. Barrel 1s smaller to CeduGe (SEE ERaStaN EROSWN of wex~BM~KFYJ.~ANODa~c ETY~E x AFiE9 3fAPLRMC.~iP~ SAEED~TD C ~AG~iEDI APFOiD R~EM~WURTMa, t2~[[30 DM ~o moN of ttJS SiARks PFR sB. Mj (in 5f ~ a~R u) Telephone-704-521-9$80 `dL \ RECP'n BACK OvER STFD AtSt COMPAL'Tm SOIL SECIAtE RECP'a DYER LYBAPACTm SOL WT1H A ROW OF STAPLES/STAKES SoACm APPROXIIAA`IELY 12" (JO CM}
buoyancy and tendency to lift inlet but is sufficient for flaw through inlet.:because of s€ope. The c~rTROL ExCAVATED PIT inlet orifice oan be reduced using. the plLlg and cutter provided to control the outflow ra#e: PLAN) << ~ ACROSS THE uTaTH of THE RECP'e. ~ Faesimlle-704-521-8955 3. RDLL CENTER RE#'s IN MRECTICN OF WATER FLOW M 80TTOM OF CFUNNEL. RECP'a WtLL UNROLL WUFI APPROPRkTE SIDE MJU1&f THE SML SLVtF'ACE. AIL / I WHEN USMG THE DOT S15IEMSDIS E5 STAK6 SHpJ 8E PLAONm THROUGx E1~CN # ~DLOREDLDOTS CORRESPERbMO N THE APPROPPoA~ST UAPLE PATtERti. r ~ /
UNDER SKIMMER GLEAN our STAKE, 5, inlet Is 12" ptpe getweeTTthestraps wi#h slots cu# inahelnlet and aluminum screen door ~1 ~ ~ ~ , ) # PW.Y COFGSECLRNE f~DP`a END OVER END (SINN'tLE SFOE} WRH d S" - B" {10 CL -13 Cq) tlhl~. USE A DWBiE RdV tN' STAPLES 51AOCERm 4" (i6 CM) 4 1 - -M' N~aAny
SEDI~Nr GLEAN out tsmaEle+ than shown In tllus#ration) for access to the inlet and orifice inside. ELEV. 6. Shipped assembled: User glues inlet extension and barrel, installs-vent, cuts orifice in plug APART AND 4" (10 CM} DN CENTEA TO SECURE PECP'a. I ~ I ' S. FULL tENOTH ECCE # RECP'a AT TOP OF SIDE ELOPES MUST BE ANCHORED WRH A ROW OF STAPLES/STAKES M°PROXRtATELY f2" (JSl GM) APWtT 1N A B" (15 CM) U~"a Q' Q 4 {t'a°> O (,S
SKIMMER BASIN N 0 TES: and attachesto outlet pipe or structure. Includes flexible hale, rape, orifice cutter, etc. G~N~~AL NOTE, 1 ~ DEEP % S' (tfi CM) WME 1AENCN. aACKFlLL AtA COtAPACT 7FfE ffiENCH AFTER STMtRT6. I- Ft0" (AUrJ -te (nmml ( 1 ll ' I ~ 8. AUUCENi RE#'s L8lSF DE OrERLAPPED APPRMt6fATELY 2" - 3" (5 CM -126 CM} {DEPENDMG ON RECP'a TYPE) ANO 5fMLm. ( I - i Se31S. Q O ,,I\` . ~ f., 1, M HWN FLOW CHANNEL APPLICARONS?, A STAPLE CHECK SLOT M RECOMMENDED AT 3O tO 40 FOOT i8 M - T2 M) INTERVALS. USE A GdUEI.E ROW SFMLES 1-- ab' f1a+? ~ ~a0'
1. CONSTRUCT BASIN AND SKIMMER ASSEMBLY IN ACCORDANCE WITH 1, i', 1 • I SJADGa2E0 4" (tO CM) MART AND k (fD CM) ON CENER OVER ENilFiE WWTH Of THE CINFRIEI. Q Q Q O 0
"A MANUAL FOR DESIGNING, INSTALLING, AND MAINTAINING 1, AREA UNDER EMBANKMENT SHALL BE CLEARER, GRUBBED, AND STRIPPED OF AM( VEGETATION AND ROOT MAT. THE POOL AREA SHALL BE CLEAREq. L~j ~ ~1 I I THE 1ERWNAL END OF THE REOWa MUSE BE ANGNDRm WTOI A ROW DF STMtES/St'AitES APPROXBA4TELY 1Y (JO CM) APART IN A 6" (15 CMj DEEP X 6° (15 t~ T-•---- 3.3' (+,an) ,I ~ ~ i WIOE TRENCH. BhpCaLL AND CDIIPACt THE TRENCH PAFER STAPLING v ,...i I Nam fl 0 0 0 0 0 0
SKIMMER SEDIMENT BASINS.° MANUAL DATED FEBRUARY 1999. SKIMMER ASSEMBLY AND MANUAL AVAILABLE FROM J.W. 2, THE PILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF 80075 OR OTHER WOOgY VEGETATION A5 WELL A5 OVERSIZED STONES, ROCKS, ! ~ ~ { I INLET ZONE- " IN LD03E SQR. tX117DtiKRAS, THE USE OF STMLE tlR STAKE }kNOTHE GREATER TF44N 8' {9S CL~ MAY RE NECESSARY TO PRCWERLY ANCHOR iNE REq''s. ~>t°~""'. 359 OF SURFACE AREA ~F ~ s.a sTA>MEB T+at sL ro. 3.aS srAw.ES Pat sa %
FAIRCLOTH & SON, P.O. BOX 757, HILLSBOROUGH, NORTH ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL, THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING , ` ~t I r.~ I I t _ ~ ' ~ ) ~ ' (Mt srnPLLS aca as W ps srunas PER sG M} A
CAROLINA 27278. TELEPHONE/FAX: [phone], CONSTRUCTED, SPILLWAYS SHOULq NOT BE CONSTRUCTED THROUGH FILL SECTIONS, ALL SPILLWAYS SHOULD BE LINED AND/OR RIPRAPPED. CRITICAL PORVTS HDRRONUL 5TMLE SPACING SHOULD BE ALTERED ~S~ I ~ - - ~ $ IF NECESSARY TO MkOW STAWF.S fi SECURE 'THE I - FIRST CHAMBER- ~ O A WERLV'S AND SEA{.LS CRmCAt pDINT5 ALONG 7NE CNPNNEL SltlS'ACE.
2. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND 3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO Ira ORIGINAL DIMENSIONa WHEN THE SEDIMENT HAS ACCUMULATED TD ONE-HALF THE RESIGN , ,,I~ - 259 OF SURFACE a Px~eTm WAtat ~ ( ~ AREA G pvNwa amTaa/sr~ M LOOSE S4~ CauD~s, TtE (~E # STAPLE I I SLOPE VERTICES CR STAKE LENGTHS GREATEfl TtWV B" 1S cm) tMY
STRIPPED OF ANY VEGETATION AND ROOT MATERIAL. THE POOL DEPTH OF THE TRAP. REMDVEq SEDIMENT SHALL 6E DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE. rtsEE ERas1aN - ~ NECESS+RY TD PROPERLY ANCHOR RE P's. I - 6At~61FiiJfllft~~
AREA SHALL BE CLEARED. THE FILL MATERIAL FOR THE coNTRaL PLAN EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE A5 NEGEaaARY, FoR METHaD of SECOND CHAMBER 1~ 259 0f SURFACE AREA !y0 ''Rp
VEGETATION AS WELL AS OVERSIZED STONES ROCKS ORGANIC DISCHARGe G4, I BJE T A L M TE IA .THE EMBANKMENT 3' CONS7RUGTION OPERATION SHALL BE CARRIED DUT IN SUCH A MANNER THAT EROaiON AND WATER POLLUTION IS MINIMIZED, P~ ~6 pj~~ DMY4h i 4 V
MATER AL OR OTHER O C ION B E A R L 6, ALL GUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHIGAL ENGINEER. G~ SHALL BE COMPACTED BY TRAVERSING WITH EOUtPMENT WHILE ~ t ~ ~ w
BEING CONSTRUCTED. 7, SEDIMENT BA51N EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION. ~ ounEr zoNE- ~ AL , 159 OF SURFACE AREA :
3. SEED, MULCH, AND ANCHOR BA51N UPON INSTALLATION. 8, STORAGE AREA IS SHOWN A5 RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY, AND MAY BE GONSTRUGTED IN ANY SHAPE PROVIDEq THE MINIMUM ~ ~ ~
STORAGE VOLUME AND SURFACE AREA REQUIREMl=NTS ARE MET. THE BA51N SHOULD ALSO BE ORIENTED SUCH THAT THE PERSPECTIVE VIEW 4. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS 4N THE LONGER BASIN DIMEN510N5. ;~ra~E v~Ew ~
ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1 dpt~ ~ ~ I
ONE-HALF THE DESIGN DEPTH DF THE TRAP. REMOVED SEDIMENT 9, REQUIRED STORAGE 15 1800 CUBIC FEET DF STORAGE VOLUME PER ACRES OF pRAINAGE AREA, IF CLEAR WATER FROM UNDl57URBEDARiAS IN °r~rttta~tt~,d~ I
SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER gRAINAGE BA51N ARE TAKEN AROUND OR THROUGH THE DENUDEq AREA BY NON ER05NE MEASURES, THEN BASINS MAY BE SIZED BY DENUDED ACRES. THAT IT WILL NOT ERODE. RECOMMENDED STORAGE 15 1800 CUBIC FEET OF STORAGE PER ACRE OF DENUDED AREA,
5. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS 10, THE LENGTH OF THE STONE OUTLET (SPILLWAY) 15 TO BE BASED ON A 10-YEAR STORM. 'n ale i r em ra t t~ a ~ n
MADE AS NECESSARY. 11. WHENEVER TOPOGRAPHY ALLOWa, THE BA51N LENGTH SHOULD BE TWIGS {2X) THE BA51N WIDTH, TO ALLOW FOR PARTIGULA7E SETTLING, BAFFLES
SHOULD BE PROVIDED 1N THE BA51N WHERE THE LENGTH 15 LE55 THAN TWICE THE WIDTH. B. CONSTRUCTl6N OPERATION SHALL BE CARRIED OUT IN SUCH A N~D~NR 6.65 N.T,6. NGD~NR 6.65 N.1',a.
MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED, ALL 12, CLEANDU7 STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BA51N, THE STAKES SHALL BE MARKED
CUT AND FILL SLOPES SHALL BE 2:1 DR FLATTER. SHOWING THE HALF FULL, GLEANOUT POINT, OF THE BA51N,
7. !F SEDIMENT BASIN IS IN USE 3D DAYS OR LONGER, 13. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS, ` GILT F~NGE y '~"•a~ 12" fJF #5 OR #5Z
EMBANKMENTS SHOULD BE SEEDED OR OTHERWISE PROPERLY 14, FOR DESIGN DF RISER TYPE SEDIMENT BASINS, REFER TO THE NORTH CARDUNA DEPARTMENT OF ENVIRONMENT, WASHED STONE
STABILIZED, HEALTH, AND NATURAL REaOURGES EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL,
8, CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS 15. FOR SLOPES GREATER THAN 10~ IN LENGI"H, SILT FENCE AT THE TDE OF THE SLOPE AND SLOPE TERRACING WILL BE REQUIRED, a:~e0 1 $ MIN. CLA53 8 EROSION T
AT THE LOW POINT IN THE BA51N, THE STAKES SHALL BE MARKED SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN. 1B. THE BERM ON SEDIMENT BASINS aHALL BE aEEDED ONCE FINAL GRADE HAS BEEN REACHED, THE aIL7 FENCE MAY BE REMOVED IF PERMIa51ON ....<.~Q coNrROL STONE 5EE PLAN ~ t,.,,.~~:.. d g a~ 2 PosT
HA5 BEEN GRANTED BY THE CITY/COUNTY LAND DEVELOPMENT INSPECTOR AFTER THE GRA55 HA5 GERMINATED AND STABLE GROUND HA5 BEEN - ~ MAX. ~ . TYP. , . „~y~''~p ~ ~ ~ FILTER FABRIC t7P
SK}MMER SHALL BE BY J.W. FAIRCLOTH 8~ SONS OR APPROVED EaTABLISHED, FUNCTIONAL EQUAL. N IRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE 15 PLACED AT 17, WASHED STO E AND W J~` i~JND LItdE , cac~.,,,~ a~Q~a`g o o
THE TOE OF A SLOPE >1O' HIGH OR ALONG ANY CHANNEL OR WATER COURSE WHERE 5D' OF BUFFER I ~ l - a ° G < 0 ~ ~
15 T 0 ED
TA BLOCK DA1A EtLOGK FOR THE 10 YEAR FLdVJS I------ ALT I~ICfi </'1~0 (1~'-. F~JL~
BASIN RISER R ELEV. ELEV. ELEV. ELEV. SKIMMER SKIMMER 10 YFAR SEDIMENT SEDIMENT SURFACE SURFACE BARREL 6AR EL H Y Z QRIFIGE FLOW STORAGE STORAGE AREA AREA I l ~ ~ GR055 SECTION ° r I
N0. STRUCTURE DIAMETER SLOPE A ES C D DU~METER ELEVRTION REQUIRED GUFT. PROVIDED GUFT, REQUIRED SQFT. PROVIDED SQFT. N1'LJN J~ N11EJN WEBHI~NG ' I I I a a®
1 6' X 8' 42" 4,5';a 7.72' 0,22' 6.00' 726.0 736A 732,0 73`3,60 8'm # 733,60 34,6 756,868 78,132 143,358 i
1 I / ~ s~
I r E ent asin ~r in NOTE: SEE SKIMMER DETAL ABOVE en"1 a 178 FOR MORE INFORMATION. I P VIEW I
NTH 1
_ - _ i 911.7 Ffa~CE 5~E PLAN 51LT FENCE I ~ Sa.
_ _ _
tart mi a z°n~s.: rm r a . ~ M . mi a zen~s.- tee, ~ r r ; I 3 w , I .eo•n ~
97Ph-0/3 I W a kdnmc x.~.°- - & , 9725-ors 4 S°& ~ 1 91ZTwgfS C 1 B fW Y SedrtC 19 ~ - f MAT fAL- ZES EX L1NC ~ I
_ ~ ' _ rr ~ ~ N,- -
VOID, (NO GROUT} , N~~e. n . ~;c~Y U1traTeeEera~a4eonal N" ~G_.. i ~ ~ a, " 'mow, ~n;a iw ;mS.x,~, o-.w« nJ'~". -s I ..t~_ } ,
~ i - , ,v i :-7--~--. ° . ,~I ~
u.t # I 4 ~ ~ t. p 1 ~(p\
~ 8° GMU 'me t Ba o° ° ° ewat~r~n ~ o n ~ , ,
c5 ~ .t~ ®
4" CMU + 1-6 MIN,
~ VENEER
FRONT VIEW p~
LIMESTONE OR CAST STONE GAP !d 1 /2'x4° STEEL DOWEL, 2 PER GAP
pI~N AT ~Av~ WEATHER vAr~ SECTION
8><8x 1 B GMU &~a..
tine utlt e #5 VERTICAL BAR IN EACH CELL,
LIMESTONE OR CAST STONE CAP ~ LIMESTONE OR CAST STONE CAP 30" MIN. LAP N.T,6.
1 /2°x5" STEEL DOWEL, 2 PER CAP
SECTION 4" 4" a NATURAL FIELD STONE OR CAST
#5 VERTICAL BAR IN EACH CELL, ,i , a STONE VENEER
30° MIN, LAP 4 OUINER SIDE ADJACENT
{ ~ OF FENCE PROPERTY
io #9 WIRE TIES C~ EVERY OTHER 8° OPEN VOID IN CENTER OF Gt7LfJMN
COURSE, TYP, ~-1 / 2" REVEALS 'f M
LOW ALKALI MORTAR FILL IN VOIg5 '
4° GMU, TYPICAL ~ i 2X6 RAIL t~{AILEq TO P05T
lti. ~ 1° RECESS, STAIN GREEN ~ _ . , w ~ WITH 2 15d GALVANIZED #9 WIRE T1E5 ~ EVERY OTHER n ~ }
, NAILS ~ COURSE, TYP, I
_ - - LIMESTONE OR CAST STONE ~ 1X6 TREATED BOARD Lu
PANELS SANDBLAST LOC-~O AND PAINT WHITE 4 8" GMU, TYPICAL ~ ~ i NAIL1<q OVER SEAM WITH
~ ~ 2 8d C~LVANiZEq NAILS AT ALL RAILS
_ _ _ _ 8° CMU, TYPICAL - ~ GMU, TYPICAL I
~r 1~ LIMESTONE OR CA57 STONE ~ ? . Pro'ectNo. 2326 ;1~ 1 #8 DOWELS IN EACH CELL. I
PANELS ° PROVIDE STD. HOOK ' ' FINISH GRADE 1~ :`I~ I Drawn B : S.N;rsrh Y _
FINISH GRADE t
A i I1DCianaA 8v i G~hhanRh
i
LIMESTONE OR CA6T BELT COUR6E ~V l L L 1 ll T Il' I I ~ Checked 6y._ J. pshbaygh
~~i -''I ~ I• I11__•., III--! - ~,20,~ 14 x 3000 P61 CONC.
LIMESTONE OR CA6T BELT COURSE FOOTING, (EACH P05T) Date: . . . . ......10.01.0E I,---i #5 BARS 6T 6613)
OPEN VOID IN CENTER OF COLUMN - _q P05T ~PCTION
3500 P61 CONCRETE FOOTING -14 - - _ a ° Q -
ul= a Revisions: Y d
i-- I 07.07.09 ISSUED FOR TRC REVIEW IVA
NATURAL FIELD 6TONE OR CAST C NATURAL FIELD STONE OR CAST 5TONE VENEER 6TONE VENEER, 6EE 5ECTION 09.02.09 ISSUED FOR TR[ REVIEW
' SPECIFICATIONS FOR COLOR 5 SQUARE --"i 6x6 PRE66URE TREATED WOOD
na P05Tr SEE OTHER DETAIL5 I NCDENR-LQS Revisions 11.26.48
#5 BARS CONT, (67666} 6x6 PRE56URE TREATED WOOD 2xWOOD 6 2x6 PRE66URE TREATED RAIL 4-RAILS) 2 NCDENR-LQS Revisions 12.11.48
LOW ALKALI MORTAR FILL IN VOIDS LIMESTONE OR CAST STONE CAP
NCDENR-LQS Revisions 4.15.04
ti .y o 6" NATURAL FIELD STONE OR CA6T POST OLE OTHER DETAIL6 y- ,
0 6TONE VENEER = - 4 NCDENR-LQS Revisions 12.1.44
.r 6" CMU TYPICAL 2x6 PRE66URE TREATED WOOD RAIL
7-77 w - - cv
4n CMU, TYPICAL DEEP
- - v a REVEAL
#6 DOWEL6 IN EACH CELL. PROVIDE 5TD. HOOK I - - 2x6 RAIL a I 2x6 RAIL
FINJOH GRADE r cn _ ti - w - - d Sheet Title;
n ca -F--T i _
FINISH GRADE
_ - = - _ - POST CAP ENLARGEMENT
3500 P61 CONCRETE FOOTING L Site I
5'-4" FINISH GRADE --ice=i _ i t - --i
4 FT _
T {_T _.-._I f' 51-4" CONCRETE FOOTING u .1 - 15 - - T Q _ _I ! I I= Details
~ 5u 1 I=~ ~ i ~ NCE OECTION ~ , I ~ -III ;113
f ( a a ==I 5ECTION k ELEVATION 2 1-611 e II-1 a Q.c. (TYP,)
III a a ~---i I I C I ELEVATION
r' I ~ - J P Sheet No:
I;- 8' 6QUARE Tall Ol~mn C~etaals -Rail o~d Fence Detail orner ~lumn eta Nls I ( 11 P IP
#6 BARS X 7'- 0 C~16 O.C. n t n cle 1 =2 -C3 8 Scale 1 =2 -0 nt~ L=6*4 L
\\-#6 BARE CONT. (10T8105) a
Y
co N co
ry

k , l~li ~ (t' s GEE 517E PLAN FOR WIDTH c , b. ~ ~ _
CnATE POST: 4" O.D. GgLV, PIPE GATE FRAME G^,TE FRAME:
i. ~"V s~€~~atn , i ~ t~ r':,'1 9,11 LBS,/LIN~FT. 2X2X9 G4. WIRE GORNER5 WELDED 1.9n O.D. G4LV.
` P05T CAP FABRIC-KNUCKLED PIPE 2,72 LBS./ w ~ ?r_, TOP 8 BOTTOM LiN,PT.
G~N~~AL NOT~v, ~v;~e t
r ,
~ 1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MAT. THE POOL AREA SHALL BE CLEARED. r : ~ - FORK LATCH WfTH s..: ~ 3j8" PLUNGER ROD
b 2, THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION A5 WELL A5 OVERSIZED STONES ROCKS a~S,.~--~ ~ LOCKING CAPABILITY
3. BE GQMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING ORGANIC MATERIAL OR OTHER OBJEGTIONASLE MATERIAL, THE EMBANKMENT SHALL r ~ CONSTRUCTED THROUGH FILL SFCTIQNS, ALL SPILLWAYS SHOULD BE LINED ANDJOR RIPRAPPED, GQNSTRUGTED, SPILLWAYS SHOULD NOT BE i' 1~ ~k ~ ~ 1.5'~ O.D, CviLV, PIPE
~ ~.,i,., 3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HA5 ACCUMULATED TO QNE-HALF THE DESIGN 9 , ~ ~ i- ~ w ~ u „ CENTER RAIL POR GA7~ _ ' " ~ `N x / 1 J4 X3JA 6' RND OVER IN HEIGHT
DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPO51TE0 IN A 5U{TABLE AREA IN SUGH A MANNER THAT IT WILL NOT ERODE, N p , R ti 1' Wyk ~ ~ ~ DRAW BAR
4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE A5 NEGE55ARY. F. @ ~ r ~ q~^ P05T 6AND
' i;°; gyp,. ! yt, s1, lA 14" n/c 1 ~ ~;4r..
5, CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUGH A MANNER THAT EROSION AND WATER POLLUTION 15 MINIMIZED. ~-i ~ ~ . ~i , ''eet. 1 e r,la,. e ~,ax•~ ~
6, ALL CUT AND FILL SLOPES SHALL BE 2;1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHIGAL ENGINEER, ~sa ~,u,'^~..r'L "s, , ~f~ ~'-.375 DIA. TIE ROD WITH 9 GGA. TIE WERE
7, SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION, Rork r 1 ^ 2 3 2 0 I 4~ r 1$ 0 C ! J LbX , TURNBUCKLE A5 REQUIRED, , ' ~ +z ~i~} ~ n? ` Wile. , ~ BOTH GATE PANELS. W. Morehe d 5tree
_ __y.__ ~.s.~ 8. STORAGE AREA 15 SHOWN A5 RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY, AND MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM n,:_ ~tt, i ,:r-,~':., tl~t~,, ~ a t ;o h,13.. ,
...w~.. _ ~ ~ STORAGE VOLUME AND SURFACE AREA REQUIREMENTS ARE MET, 7HE BA51N SHOULD ALSO BE ORIENTED SUCH THAT THE ` FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BA51N DIMENSIONS. ~t~ ~Yf . f 139. 'Li i Charlotte, NC 2826$
~ w ,tom; 9. REQUIRED STORAGE 16 3600 CUBIC FEET OF STORAGE VOLUME PER ACRES OF DRAINAGE AREA. IF CLEAR WATER FROM UNDISTURBED AREAS EN
DRAINAGE BASIN ARE TAKEN AROUND OR THROUGH THE DENUDED AREA BY NON ER05NE MEASURES, THEN BASINS MAY BE SIZED BY DENUDED ACRES,. Landsca e Architecture o 'l I; l;; P PLUNGER ROD SLEEVE
- - ~ ~ ~ - ~ - FEET OF STORAGE PER A RE OF DENUDED AREA. Gla..:~ C~~,~ z~ RECOMMENDED STORAGE i5 3600 CUBIC C p , ` 1a L~e3 sLlTeader ra aCrsss~ Stalale s~ope5. ro ! ~ 3000 P51 5EE DETAIL ADJACENT ~ Site Piannin
10. THE LENGTH OF THE 5TONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10-YEAR STORM. ~ , GoNC, FoortvG g 'Il~ ROUND ill ( ) COMPACTED CIVIi Engmeertng
_ ~ ~ ~ 11, WHENEVER TOPOGRAPHY ALLOWS, THE BA51N LENGTH SHOULD BE TWICE (2X} THE BASIN WIDTH, TO ALLOW FDR PARTICULATE SETTLING. BAFFLES s t. SUBGRADE www.sitesolutions a.com
~ SHOULD BE PROVIDED IN THE BA51N WHERE THE LENGTH 15 LE55 THAN TWICE THE WIDTH. r,. s,_ " 3JA" SOH. AO 12 1. ALL WIRE FABRIC AND FEPICE HARDr1+ARE (~~I~
12, GLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED SHALL BE BIAGK COLOR COATED GFtAiN L{NK. GSLV. STEEL PIPE Telephone-704-521-48$0 .
F POI F TH A 1 SHOWING THE HALF ULL, CLEANOUT NT, O E B 5 N, R~e.<<:' 1 a ^ ' 2. CITE SHALL BE COMPLETE WITH GALL 6" DN, CONC, COLLAR Facsimile-704-521-8455 AND SOCKET HINGES OR APPROVED EQUAL
13, SAFETY FENCING 3° HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS, ^-tz:~ 3, 5EE SPEGiFIG1RQN5 POR FURTHER 'g' vt. 10
' " 14. FOR CESIGN OF R15ER TYPE SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF EPNIRONMENT, ~ °a ~ HEALTH, AND NATURAL RE50URGE5 EROSION A~JD SEDI~IPNT CONTROL PLANNING AND DESIGN MANUAL, ;r REQUIREMENTS, .
n .~...:o~;. 3° WASHED STONE 4. ALt CV+TES SHALL BE DOUBLE AG11NG, - f ,rl --f~- F ~ ` SL~ETAtL Seals: .J; ~i ~ t
15, FOR SLOPES GREATER THAN 10' IN LENGTH, SILT FENCE AT THE TOE OF THE SLOPE AND SLOPE TERRACING WILL BE REQUIRED. _ 1,, _ ~ .r: ~ , ~ ~ - +l _ - u 1 t, 1~ I i ~ P S
16. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED, THE SILT FENCE MAY BE REMOVED fF PERMI5510N r 4. HA5 BEEN GRANTED BY THE CITY/COUNTY LAND DEVELOPMENT INSPECTOR AFTER THE GRA55 HA5 GERMINATED AND STABLE GROUND HA5 BEEN e ,
' ESTABLISHED, ~I~r gated ervoce ate Fir hasn Link Fence _ 3
~ 17, WASHED STONE AND WIRE BACKING SHALL BE USED WITH 5iL7 FENCE WHENEVER 51LT FENCE 15 PLACED AT m ~ ~ ~ kale, NT5 - ~
THE TOE OF A SLOPE ?10t HIGH OR ALONG ANY CHANNEL OR WATER COURSE WHERE 50' OF BUFFER :t `r 15 NOT PROVIDED, I IC~;~ 1 1
Si{ii!!l1T1T} ~i~~~ 1 Jd j
t~'b Ca~K~~
' ~rn~__- TERMINAL POST. 3 O.D. ~ GALV. PIPE 5.79 LBS/FT ~ fl
- AT ALL CORNERS, ~ b ~ csi~lit E , . a.n 1 T
T ~~t.:.._„ ! De, - N ERSEGTIONS, CHANGES LINE FOOT ~~RL` ~ ef5 OF DIRECTION, AND ~ ~
I Gfi~! , LOOP CAP EVERY 200 o/c n
I 10 -0 MAX 1YP• o ~ ~Tj1' ` w ip mi~tl?Y4*d @~'
~ P057 CAP TOP RAIL; TOP RAIL CONNECTION °''i~~ ~~",~~~s iii Q„~ ~ 1 5/8 O.D. EALV, PIPE AS SHOWN 20 -O' o/c f}} ~ ,a~ I
l f t r ~nM _ ° °ock abutment POST BAND WITH 2.27 IBS, GN.F~`, }~rrtot!!9el~" 4 ~ ! I o 2~ Ua~ 'J-i`3 -x-10 RAIL END
Q.7 3
-,TII'a't t'i3i:.

h 9 GAUGE BLACK VINYL eve rea er etas
z COATED CHAIN LINK PENCE ~ FABRIC, KNUCKLED SELVAGE LINE POST 2n O,D.
NPTeS. _ ~GALV. PIPE TOP AND BOTTOM W/9 GA,
~ TIE WIRE 14i1 O/C u.
,1 _ „
.fit, S~v~ - .xm~.aea,~. , ~ 1/4"X3/4" -1j2" TRUSS ROD AND BRACE ~ DRAW BAR RAIL AT ALL CORNERS,
w P05T BAND5 INTERSECTIONS, CHANGES OF
I ~ . POI;Y~TM~C.ENE ~ ~ 14° o c BRACE RAIL• DIRECTION, TERMINAL POST I T~rc ~Ev~~ aF BANK / , FACE ~C ML K {3R AS ~tEC~SSARY 1 5/8 O.D. Gfit.V. AND EVERY 200 o/c
a . OV a~u_, PIPE BOTTOM RAIL ONLY IN THE
°,C:~~,~;~C. 2.27 LBS/L,FT. INFIELD OR WHERE INDICATED
- z ~f ¢pron
.nl' P~ 4 ICI--- ~ ~I_- iii 1 I it ~ ~ii~ ! ,.•3 (1~~0 y-7~1- Ilr_.~ ~ ~ ~ -III i_ .II _i.. - il~~ ~I ir--I~ -~1~ ~Il t~
~ ~ r ~I i_I,1=1 I' ~i _ ~ i I-, I r i I ~_(I 1=1 11-i l1-=i ~ I_ "_i I I~ I .(I F i I I ~l i n h ~ vn , =I I ~ ~ ~ i I
beo -,na ~a-,n CLASS 1 RIP ~RAB BARRIER ~ ~ i i ~ ~ ~ ,
~r~D a o-~~..~. Of% OTHER AFRR~t!ECl faATER1AL ~ _I~!- ~y 1, ALL WIRE FABRIC AND PENCE
1 ~ ~Jt7{ O"~G (.1 If tJS1NC R1P-RAP D~i~JSTRPA~4 it CONCRETE COMPACTED ii ~ E HARDWARE SHALL BE BLACK COLOR .1 .raZ;' ark, ..'~y9': ~ li, iu. G ,G, . ° SLOPE NO GREATER THAN ~t.~i ; ) ~ ;I i FOOTING ~ SUBGRADE I; I ' - COATED CHAIN LINK.
2 3000 PSI ~<,.,.~>~~„~'t~~,, ~ -iiI__ 2. SEE SPEGIFIGATIONS FOR FURTHER
~ . ~ n~. , . i-, i ,I i i_, „ REQUIREMENTS.
~ _ ~~ca ~~,i~~.
- x ~ ®Ir ®ate ha'n Link enc etas a
a® SAIV~8AG5, :CLASS 1 RIP RAP
oR ®'txER ~col~i-~~~o~~a~
~~~~°AL 4)
MITER CUT ANO FULLY WELq (H' srNTl~litc 1=1~nR >AB~IC 4r~.n
. ALL CORNERS, REINFORCE AS 4, SELF LATCHING NECESSARY 70 PROVIgE MEGPWNISM (ADA COMPLIANT}
SOLiq GATE FRAME.
c~.~ ®ffer ant SEE OTHER gETAiLS ~ D 3n O.D, TERMII~tL ANq SPJ=CIFICATIONS
POSTS FOR FENCING, N.Te~,
N.~.~o 5 ~ Q~ , ~ ss<4
T U'
~
4L
O
Z
!°1~ ~l\Ii?TINV i~GND NORMAL PV~lT~I`. LL~V ~y e®
llJ llJ
~ - a max. C

~ z4 pax SOX ~TRAIN~R ~11~11=1{{ I{,~il {I~~ {I{ i ' ~~~~~I~i{ >~~,~~~~,~ll~ll,--~,~~{I ~~.~~a~
~:y i ~ ~ NOTE #1 u HEAVY DUTY ~~~~{iii' I-=N;~~,~~-I
GJTAI NL~GJ~J ST~RL INTAKE HINGES (2} STRETCHER BARS ANq FENCE FABRIC
- t ~ x~` ~ - SLOW a' !L I I'iE'~ AT O.2 ~~~T p~R 1OC~ AS SPECIFIED. KNUCKLED SELVAGE SLOW TOP ANq BOTTOM,
a _ ~ ~ r ~~~T ~LC?R~ TOWARD DRY
i . ° - i.u ~ V ~ ~ - I r'- ~r Ir1SILPd ~ HYDRANT NorES 1. ALL WIRE FABRIC AND PENCE HARDWARE
i s iii _ F{["iiL,A ~ _ ~ SHALL 6E BLACK COLOR COATED CHAIN LINK. 3/fin 3CN, 4D GntLV. STEEL PIPE
- - ~1NlvN~D G~AD~ 2. GSTE SHALL BE COMPLETE WITH BALL 5n DIA. CONC. COLLAR
j _ - ~~r~I4C~I`ti4 ~ C~ ~l ~ iG Y' . ~ - - - I~AUF4 IFS sy ~ TF[iwP~~~. I n~ AND SOCKET HINGES OR APPROVED EQUAL. GONGR~T~ l'IR~ SURpORTO, (TYp.} a e ~ ~
w ,r. 3. SEE SPECIFICATIONS FOR FURTHER 0 pROV1D~ ~TAINL~vG aT~~L STRAP AND CALVANiZ~D l'A~T~N~R~ REQUSREMENrS. Pro`ettNo: 2~~b
i'r HFI 4~,: i° - r ;,d! i it ' . T ~ i ~ ----7-~ - i i ~ M_ _ ( _ . TO O~GUR~ INTAKE PIPS TO GONGR~T~ aUPPORT. 3n WASHED STONE
! r!~_ir,~_~: _r,~".l!E. _ _ ~II~_ I~~.__il~_~i~-~~~ ~i~i-.__~I~ 11~-iI~-il~-- I~~_i~~-I~ __I'r-=1~~ SLEEVE DETAIL prawn B : S. 8irs~h Y
I ~I rb11v TF71'~ ~~i~.ri~ ~1~--~~~~ f _ POND DOTTOM
` - ~ ~ /+(~MPACT~ ~ARTN nacranarl Rv ! d~l,h„~a<A
BACKFILL
- - GRAVEL OR =i II - ate ~l~r dated Pedeslri
WABHED STONE O ® E 6 5TAINLE56 STEEL GHEGK VALVE Checked By, J.pshbaugh, NDate: 10.01.06
UND16TUR13ED 1
1 EARTH - - Revisions:
a 07.07.09 ISSUED FORTRt REVIEW
E, INTAKE LINE J" ECTION _ 09.02.09 ISSUED FORM REVIEW STEEL TROWEL FIN16H ~ CROWN ON POET
1 -f I II~ I--f1. I. A ADDENDA #1 NCDENR REV. 10.19.09
BOLLARD POST SLEEVE
J d _ "t X,z tlA 11 J-- N1ANUFACTURED BY IDEAL S NCDENR-LQS REV. 10.29.09 6HIELD OR APPROVED
- PROVIDE 6TAINLEC26 STEEL 6UCTION EQUAL. COLOR TO BE
i WITH THREADED CONNECTION AT a 6ELECTED BY ARCHITECT,
a LAKE INTAKE p 6" DIAMETER 6TEEL PIPE
CONC. BUPPORT PAD FILLED WITH CONCRETE, PAINT WITH RU6T INHIBITING PAINT,
AND THRUCT BLOCK COLOR A6 6ELECTED
FINISH
GRAPE
I!- I. I I I F; N1r NOTED: ZOINIA DE lll 11Jll
1, ON ROADB WITH CUB AND GUTTER 3UTTER, Sheet Title:
I CONS O V- CIO INOTALL HYDRANT 2 FROM BACK ACK
RBOLL OF CURB; ON ROAD6 WITHOUT C RB 1 °o = ©~4 COMPACTED CURB 6UBGRADE
AND GUTTER, INBTALL HYDRANT E OJT E W
FROM EDGE OF PAVEMENT, N ~CI 0 11 FOOTING OO P61 CONCRETE Site
2, 4 OUTLET TO BE TURNED FACING LING
r'. NO. V' ROADWAY, ae 'a o-o~,.p - Aop Construction
STANDARD . 4E- 'PROrEt IAN C F . AIL a U 3, FIRE HYDRANT TO BE MUELLER CENTURIOP 2 CENTURION 11 6TONE Details
1 OR APPROVED EQUAL, N X 6"
m O
U
N M 4n
m C 3
m Sheet No:
Temporary( Tree Protection Detail Dry ire Hydrant Detail a Bollard Detail
a a N.T.O. N.T.O. 0
tt a
v a
N m

' I
n _ I n n , , 4 DIA, 4 HIGH METAL 24 MANWAY (STEEL RISER MANHOLE ~ , ,
t'i ; ~ BOLLARD THK. ; i , ~ -~II~ i-11~1I1- rod'` fll III I-'I ~'I~I~I 'I IIW-II III ill VIII- u ~ li'-'il ~II~ ' =
I ll ii I I I ~ ii i- ill 61!<' 7 5 B 3 I _L _ fi 1'i
it i I CANOPY COLUMN (REFER TO i i ii III LIB- ~ IN CS i
ii i ~ ARGHITEGTURAL DRAWINGS} 30" SLAB TYPE FRAME AND GRATE i i ii Keeley Park I i II 1~ 1I ~ II ~ 3~hi-ill ~ ~ - ro 6TORA6E
ii I~ I I ii 7 5 6 3 ll I I I I II II I f I I II II I I I I fl *1Nater Well Summary Data .II 8 III ;IH!~,il~ ° ~ 111- -l~ (wEU. h~USE)
II ~ I ~ I fl Fxistin Wel N ~ I~i~ i','81 4 ~ II Proposed Well No. I g I o. 3 ilk ill . ' g r '1
• ~ ; ; TQ 6TORP.6'E TAt~£i I I I I I f I, ~ WITHIN WELL 110178E , I SLOPE--> C--SLOPE ~ f , , WELL HOU~a~ iTORPl~ TAt~b ~ 11 iiF ~=11 ~ ~~~=11~ ~ wsu. ~ouee r z 1 z I ,I~;i
4 S 1 r e f I a q i i „ I i I , f b o a ~ a a4 I V (5~~ fJL 1AIL 9 WeIlHeadCashgS'¢a 6 INS 1NeIIHeadCasingS¢e 6 INS m~ 'g r T Cas~g Material Stee( Cashg Mater! Steel ~ ~
a a a a - 1 - ~ z Z - - ~ r, ~ T~ilg 6N~~T') . DschargaCapacity b0 GPM DischargeCapadty 80 GPM = ~ ~
I _ _ I r I i _ - I _ - - t _ ~ r--I , ~ m ~ ~ DLch eNeatl 20Q F7 Di;c aNaad I$U FT 11 ~ ~ I II
. a ~ r-1 ~ I i y' - ~ ~ ~ - DischargeS¢e 2 INS D~chatgaSoe 2 INS ~ ~ - - ~ _T ^r'~+., i - :fir-;in-y o ~ - PumpS¢e 4 INS PumpS¢e 4 INS ~
~ ...a ,__n 1. ~.IP ,i 11 ~ S£Y ~ , 7 ~ ~ • , L__ J I Pump M~ulacturer Myers Corp. Pump Manufacturer Myers Corp. ~ ~ - n
P r~ Rar r Pum Matlel er it ~ , E m, J{hL umpSe s ge P ~g
Catelo No. SS50-80 Mo~I No. SSSQ-30 ~ SEE N(!TE ~t5 g n. m Ll=CFND PT J ~ F SEE NOTE X19 MotorCatelogNa. SJFS02( MotorCztalogNo, S)FS02! r
- ...e i ' '~li`ai o LEGEND Horsepower 5 Horsepower $ i~_P r: a _ „ G
~ ~ ~ ~ ~'--_6" CONCRETE PAD a. ~u- Im alter S¢e NIA fm Iler S¢a NlA 1. CONTROL BOX I i 2 ~ ~ ~ p ~ BLOW aFF LINE '~~~~-I I
~i' i' I ~ ~ _ ; (3600 PSI wlTH WIRE ° , ~ , 1. GoNrRaL Box a o ~'f ' -MESH W6,5 Volts 230 Volts 230 ~ i Tll~ GATE vALVE -rr W. Morehead Street E Phases 1 Phases I 4, CHECK VALVE ~ L
vi ( ) , 2, BLOW OFF LINE ' ~ - - c 3. CITE VALVE Na ofU't!7es 3 No. of Wires 3 5. DRE66ER COUPLING 012 UNION ~ j1"'~i : :r'!~_r Charlotte, NC ~8~~~
a c. 1. ~ ~ 12 1YP, - , r.,,, - - 4. GHEGK VALVE 6°~ A6C - ~ ~ ~ - ( %i- -r . 6. METER ~ Il~~lii~~h1 lli,
2,000 GALLON ~'=r~ -~i ~ _ 5. DRE55ER GOUPUNG (OR UNIOI 'UNG (OR UNION) StoragaT~kDaGi Storage Tank Data 7, PRE56URE C-rAUGE (W/NEEDLE VALVE) Landscape Architecture TarkManufachrrer Myers Corp. Tank Manufacturer Myers Corp. 8. SAMPLE FAUCET (NON-THREADED)
UNDERGROUND STO E 6. METER 7, PRESSURE GAUGE (W/NEEDLE TANK c JGE (W/NEEDLE VALVE) TankModelNo. MPD86 TarkModafNo. MPD86 g. SCREENED VENT Site Planning
B, SAMPLE FAUCET (NON-THREAG :T (iNON-THREADED} UsableTznkVolume.,Yt 86 Gals UsableTankVol+"ne,Vt 8b GaL 10, SANITARY WELL DEAL
- - 9. SCREENED VENT W)vLL HOUSE 1O. SANITARY WELL SEAL JT TankDi~neter,Dt 23.38 Ins Ta~rkD~meter,Dt 23.38 fns 11, ELECTRICAL GONDU#T ~IVI) ~ngirleering .LL SEAL L95 Ft 1.95 Ft 12, ELECTRICAL GABLE 5EAL
i- ' ' 11, ELEGTRIGAL CONDUIT 12 X 12 (iNSID~ CONDUIT TankArea,At 2.98 Sf TankArea,At 2.98 S{ 13, ELECTRICAL LIGHTING www,SitesolutlonSpa.GOm
$ 12. ELEGTRIGAL CABLE SEAL DIMEN560NS) 13. ELECTRICAL LIGHTING GABLE WEAL TarkHeight,Mt 58.75 fns TankHe~ht,Nt 58.75 fns 1~}, 6' PRECAST CONCRETE VAULT W( TOP SLAG Telephone-704-521.90 LIGHTING 4.90 Ft 4,90 Ft 15. 4° PVC (vGH, 40) DRAIIyAGE LINE W/ P06)TIVE OUTFACE TO DAYLIGHT RND/OR SrORM Facsimile-704-521-8955
1 3 - ~ TankVofuma,Vt 1459 Cf T~kbolume,Vt i4.$R Cf DRAIhWGE SYSTEM,
- , a gyn. , . _ a.e > . _ , z ~ 2 109.14 Ga]s (09J4 Gals 16. 36"X36" BINGE LEAP ACCESS DOOR (WILCO G0. MODEL J-5AL OR APPROVED EQUAL)
No. of7anks 2 No. of Tanks 3 17, 6" THICK GRAVEL BEDDING (~57 6TONE)
~_'1 CRUSHED STONE 1 I 4 3 r#67) 7o~IStor~a 218,28 Ga!s Tota{Storage 327.42 Gak 18, GORE.-DRILLED PLASTIC STEPS High Pressure Setting, P{ 40 Psi HighPrassure5ett%ng,Pl 54 Psi 18, 6" THK. GA6T IN PLACE GONGREI'E (3,800 PSI) WELL HEAD BASE AND VAULT (PIT) FLOOR. SCaIS:
_ - To sraru~E rnNr.~ 92.40 Ft IIS.$0 Ft
' ° WffHIN WELL HOU5E Norte, ~ ~ e Low Pressure Setting, P2 20 Psi Low PressureSett~g, P2 30 Psi
} 1, U.S.FOUNDRY ~ P1VtNUFAGTURlNG GORP, (USF SLAB TYPE FRAME AND GRATE N0. 4625-6245, 9 5 6 4b.20 Ft 69.30 R Pump Disd,arga, ~,2p 60 Gpm Pump D~charge, SO Gpm
2, HIGHLAND TANK ~ MANUFACTURING COMPANY 2,000 GALLON HIGHGUARD UNDERGROUND STEEL MlNIMU Min. Run Time, fr I,D M'nates Min, Run Time, Tr I.0 Mhuts 1 3
TANK (UST)W/SINGLE WALL CONSTRUCTION, TANK AND STEEL MANVJAY TO SE PREMANUFAGTURED AND ENGINEERED (WALL THICKNESS AND REINFORGEMENTj TO BE PROVIDED Drawcbwn Mulgplier, Md 0.35 Drawcb+rm Mult~rlier, Md 0.29
BY HIGHLAND LANK COMPANY. Diad~ragrnT~kS¢e 171.43 Gals DalphragmTankS¢a 275.86 GaL ~ 2 d
3. SELECT BAGKFILL AND BEDDING MATERIAL FOR U5T PER MANUFACTURER°5 SPECIFICATIONS. TotalTankYok,meProv~ed 172 Gals To~IT~kVohumePro~nded 258 GaL 1 ~~~9snUtitrr es 4 3 ,a~y~ ~ ~~P,,+
4. REFER TO ARCHITECTURAL PLANS FOR WASH DOWN PAD CANOPY DETAILS, 5. CONCRETE WASH DOWN PAD TO HAVE A COMPRESSIVE STRENGTH OF 3,600 PSI (28 DAY). ti's ~ ~ ~r
AGGREGATE BASE GOUR5E (ABC}SHALL SE COMPACTED TO 1001+ MAXIMUM DENSITY OBTAINABLE ~ ~ sT ~o.o+. ~ Notes: Manufacturer Minimum. Notes; M~ufacturerMinimum. ORAC~ a~ (NfEIL HOUSE} ~ x „ 20psi~'40psi: startup(shutof( 30ps~50psi: stariupishauto$ 6 ~
WITH 7HE MODIFIED PROCTOR (ASTM D 1557} TEST. SUBGRADE TO SE COMPACTED TO 95°1+ GENERAL WELL HEAP CON57RUCTlON NOTES: EXISTING WELL ND. 2 (A.K.A. WELL ''B") k.K,A. WELL S' ) 6 96
MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTOR (ASTM D 698) TEST. RENOVATION ITEMS REINFORCEMENT TO BE ASTM STANDARD WIRE REINFORCEMENT W6,5. 1. THE GENERAL CONTRACTOR SMALL COORDINATE AND PERFORM g t. 6 e nw
6, CONTRACTOR TO (?STAIN ALL APPLICABLE STATE AND LOCAL PERMITS FOR INSTALLATION OF THE PRELIMINARY TESTING FOR WELL HEAD LOCATION(S) AT WELL + UPGRADE WELL HEAD Existing WeII No. Z Proposed Weil No. 9 ~
UST. HEAD N0,°S 1 (GARDEN SHELTER} AND 4 {MAINTENANCE BLDG), A, RDD SAMPLE FAUCET (SPIGOT; N "7, CITY OF GREENSBORO SHALL SE RESPONSIBLE FOR OBTAINING APPLICABLE PERMITS FOR PUMP AL.L WELL HEAD CONSTRUCTION 15 TD BE DONE BY A NORTH B. ADD SCREENED VENT (16" ABOVI IUCET (SPIG7T; NON-THREADED) " ~V~ VENT (1B ABOVE GRADE) WaIlHeadCasr~gSee 6 1NS Weil HeadCasngSae b INS r'~` ~
AND HAULING OF TANK (UST} CONTENTS, CAROLINA LICENSED AND CERTIFIED WELL GONTRAGrOR PER NCAC G, ENCASE (GROUT} 2O° BELOW GRt ' Cas'bn Materal St~l CasF Mater~l Steel ' AA+9NN ~''r~~ ti~~~ 20 BELOW GROUND SURFACE g R iral ~ i
15A, CHAPTER 27 AND IN ACCORDANCE WITH NCRG 15A, D, PROVIDE WELL TAGS AND LIST W 5UBCHAPTER 2G (WELL CONSTRUCTION STANDARDS). E. PROVIDE PUMP TAGS AND LIST F TAG& AND LILT WELL DEPTH DischargeCPOacity 35 GPM DLrhargeCapacity 60 GPM t~tltritit~~t~ yyyy ~q TAGS AND LIST PUMP DATA Desch ahead 225 FT D~scha aHead 2.40 FT ~ /fuf
2. FOR B3DDING PURPOSES, CONTRACTOR SHALL ASSUME A WELL . REPLACE SUBMER516LE PUMP E PUMP ~ ~ I
Maintenance uil~n h ®Wn Area DEPTH OF THREE HUNDRED 300 FEET FOR PROPOSED WELL ( j + ADD HYDROPNEUMATIC TANK{S} I HEAD NO.°5 1 AND + ADD WELL HOUSE TANK{S} D3cisarga S¢e 2 INS Disd~arga S¢a Z INS PumpS¢a 4 INS PumpS¢e 4 INS
N,7~,~, 3. INSTALL BELOW GROUND PRECAST CONCRETE PITS FOR EXISTING 12' X 12° (W/LIGHTED INFERIOR) ~ED INTERIOR) Pump Manufacturer Myers Corp, Pump Manufacturer Myers Corp.
WELL HEAD N0,°S 2 AND 3. GROUT(ENCASE) UPPER 20° DF WELL 4, CONSTRUCT WOODEN WELL HOUSES OVER PROPOSED WELL HEAD 'ER 20' OF WELL PumpSeries Ranger PumpSer~s Ranger CatalagNo. SS30-35 CatebgNo. SS50-80 ell Head Pit etall
NO°5 1 AND 4, OFFSET WELL HOUSES FROM UNDERGROUND PITS MotorCatelogNo, SJf3021 MotorCatelogNo. SJF502I
FOR EXISTING WELL HEAD NO.'S 2 AND 3. Horsepower 3 Horsepower 5 N.~.S. ImpallerS¢e N/A Impeller5ize N/A
ONSITE WASTEWATER DISPOSAL 5Y5TEM(5}; WATER SUPPLY WELL SYSTEM{S}; 5. STORAGE (HYDROPNUEMATIG) TANKS TO BE INSTALLED IN WELL HOUSES. EXISTING WELL N0. 3 (A.K.A. WELL °°A°) \.K.A. WELL °A") VoLs 234 Volts 230
1.2 SCOPE OF WORK 1.2 SCOPE OF WORK 6. LEAVE CLEARANCE BETWEEN WALL AND VALVE FOR TURNING RENOVATION ITEMS VALVE. Phases I Phases I
(SPIGOT; NON-THREADED) No. ofVVires 3 No. of Wires 3
A,CONTRACTOR SNALL PROVIDE FOR THE COMPLETE CONSTRUGTlON AND OPERATION 7, SLOPE GROUND SURFACE AWAY FROM FLOOR SLAB, + ADD SAMPLE FAUCET (SPIGOT; NON-TN A, CONTRACTOR SNALL PROVIDE FOR THE COMPLETE CONSTRUCTION AND 8. GROUT AROUND CASING TO IMPERVIOUS 57RATUM (20° MIN. + REPLACE 5UBMERSIBLE PUMP E PUMP 'NEUNA7IC 7ANK(5) StoragaT~kData StorageTar,kDaia
OPERATION OE EACH INDIVIDUAL WASTEWATER DISPOSAL SYSTEM 1NCLUDiNG, OF EACH INDIVIDUAL WATER SUPPLY WELL SYSTEM INCLUDING, BUT NOT LIMITED pEpTH}, + USE EXISTING HYDROPNEUMA7IG TANK(U SNER TREATMENT TarkMarufa~urer MyarsCo,p. Tank Manufacturer Myers Corp,
GUT NOT LIMITED TO THE FOLLOWING ITEMS; TO, THE FOLLOWING ITEMS: s, SLOPE FLOOR SLAB TO DRAIN. + PROVIDE WATER SOFCENER TREATMENT ' 10, PROVIDE HATCH IN TOP SLAB (WELL HEAD PITS} ABOVE WELL • ADD WELL HOUSE TankMotlelNo. MPD52 Tank Model No. MPDBb INTERIOR) tlsaFla TankVolume, Vt 52 Dais Us~la TankVoluma, Vt 86 Gak
1. ROTARY DRILLED WATER SUPPLY WELLS. CP,SIWG, 12' X 12` (WILIGHTED INTERIOR) 1. S><PTIG AND PUMP (DOSING} TANKS. 2. SUBMERSIBLE WELL PUMPS, 11. COMPRESSIVE STRENGTH DF CONCRETE TD BE A MINIMUM OF TankDiarteter,Ot 23.38 Ins T~kDiameter,Dt 2338 Ins
3,600 P5L 2, SUBMERSIBLE WASTEWATER (GRINDER} PUMPS, 3. WATER 51=RVICE PIPING AND l=1TTING5, 12, wEU DIAMETER To BE 6n W/Gr~ING PIPE TD BE GALVANizED I95 Ft l95 Ft
3. ELEGTRIGAL SERVICI=. 4. CHECK AND GATE VALVES, STEEL, TankArea,At 2,45 Sf TankArea,At 2.98 5f TankHe~ghtNt 38.53 Ins TankHe~ht,Ht 58.75 Ins
4. DISTRIBUTION BOXES, 5. SPIGOT {NON-THREADED}, 13. C~7E VALVE TO BE LEFT HAND TURN TO OPEN. 3.22 Ft 4.90 Ft
5. GRAVITY AND FORCE MAIN PIPING AND FITTINGS. 6, PRESSURE CADGE, 14. SLOPE PIT DRAINAGE LINE (4° PVG SGH, 40) TO DAYLIGHT Tar~kVolume, Vt 9.59 Cf TankVoluma, Vt 14,59 Cf
PT N YST MS. 7. COUPLINGS. AND/OR PROPOSED STORM DRAINAGE SYSTEM FOR POSITNE S. AB501z 10 5 ~ OUTFACE 8, METER. 15, PROVIDE UPFrF FOR Exi5T1NG WELL HEAD N0.°5 2 AND 3 PER 71,75 Gals 109.19 Gap No. of Tanks 2 No. of Tanks 2
B. ALL MATERIALS AND CONSTRUCTION FOR THE ONSITE WASTEWATER 9, SCREENED VENT. RENDVATIDN NOTES coNTA~NED IN THIS DETAIL TobJStor~e 143.51 Gals Total Storage 218.28 GaR
DISPOSAL SYSTEMS IS TO BE DONE IN STRICT ACCORDANCE WITH TNI+ 1©, NYDROPNEUMATIC TANKS, 16. CONTRACTOR SHALL PROVIDE EQUIPMENT FOR EACH WELL HEAD High Pressure Batting, P I 40 Fsi High Pressure Sett~g, P I 40 Psi
11, LiGNTiNG, AS INDICATED DN WATER WELL SUNkviARY DATA PROVIDED IN THIS APPROVED PERMITS ISSUED BY THE GUILFORD COUNTY HEALTH I DETAIL. SCOPE of WORK FoR WATER WELL SUPPLY SYSTEMS 92,44 Ft 92,40 Ft Low Pressure Setting, P2 20 Psi Low PressureSettog,P2 20 Psi
DEPARTMENT A5 INDICATED BELOW AND THE STATE DEPARTMENT OF 12. ELECTRICAL SERV CE, SHALL BE PER DETAIL No. 5 DN THIS eHEEr, ( } 13. UNDERGROUND PITS. 46.24 Ft 46.24 Ft
ENVIRONMENT AND NATURAL RIrSaURGES REGULATlON5 (15A NCAC 18A 14, WELL HOUSES. Pump Discharge, t~ 35 Gpn Pump Discharge, C~ 50 Gpm
,1900}, Mln. Run Time, Tr I.0 Mnutes Min. Run Time, Tr I ,0 Mfrutas 4,/ D rawcbwn Multiplar, Md 0.35 Drawebwn Mukplier, Md 0:35
D~phragmT~kS¢e 100.04 Gals DiaphragmT~kS¢a 17143 Gals
7. PERMIT NO. 08-05-5NHC-02985 (SPLASH PAD} BALL MATERIALS RND CONSTRUCTION FOR THE WATER WELL SYSTEMS ARE TO BE
8. PERMIT NO. 08-05-5NHC-a486a MAINTENANCE BLDG PERMITTED BY THE WELL CONTRACTOR (NC LICENSED AND CERTIFIED PER NCAC ( To~ITankVokameProvidad 104 Gals TotalTarkVo(umeProvided !72 Gak
9. PERMIT NO. 08-O5-5NHC-02987 (SPLASH PAD} 15A CHAPTER 27} WITH THE GUILFORD COUNTY HEALTH DEPARTMENT AND ARE TO BE DONE IN STRICT ACCORDANCE WITH THE STATE DEPARTMENT OF Notes: ~ManufacturerMin'mum, Notes: ~M~ufach.,rerMinimurn,
C. CONTRACTOR 15 RE5PON51BLE FOR COORDINATION WITH THE GUILFORD ENVIRONMENT AND NATURAL RESOURCES REGULATIONS (15A NCAC SUBCHAPTER *~24psiJ40psi, startuplshutpff *~24psi/44psC siartupJsl~toff a
2G WELL CONSTRUCTION STANDARDS), COUNTY HEALTH DEPARTMENT FOR EACH INDIVIDUAL WASTEWATER DISPOSAL wawa
SYSTEM INCLUDING, BUT NOT LIMITED TO, THE. FOLLOWING: C,CONTRACTOR 15 RESPONSIBLE FOR COORDINATION WITH THE GUILFORD COUNTY W NOTE;
RFFFR TO APCHiTFCTURRL PLANS COMMUNII`( ~A~DFN TOOL NOTE: GENERAL CONTRACTOR TO COORDINATE AND DETERMINE THE
SHOP DRAWING SUBMITTALS. HEALTH DEPARTMENT FOR EACH INDIVIDUAL WATER WELL SYSTEM INCLUDING, BUT ° NOT LIMITI=D TQ, THE FOLLOWING: FINAL WELL HEAD LOCATION INCLUDING DE~vIGN, PERMITTING, R I D ATl A' 02 AND D TA1L5 SNFD1 FO ~U L ING FLFV ONS ( 2 } ~
• SYSTEM LAYOUT. AND CONSTRUCTION FOR PROP05ED WELL HEAD NO,~S 1 AND ~ V~ (A-303}, i2FFCR TO 5-(~UCTURAL 5~~IE5 PLANS ~0~ 4 W/WELL HOUSES,
® TESTING AND INSPECTIONS, SHOP DRAWING SUBMITTALS, m o PERMIT TO OPI=RATE. ~ SYSTEM LP,YOUT, FOUNDATION DETAILS (2/5--1}
+ TESTING AND INSPECTIONS,
PERMITS TO CONSTRUCT AND OPERATE.
ell a etil
er u I ell eci icat~®n tevvter stem ec~ficati®ns at 1 ell us
~.r,~, N,~r.S, N.~".5. N,Tev.
REDUCED PRESSURE
PRINCIPLE ASSEMBLY 1/4 TURN FULL PORT 1/4 TURN FULL PORT
BRONZE BALL SHUT-OFF # BRONZE BALL SHUT-OFF
VALVE #1 CNECK VALVE 2 VALVE #2 ; „ .
SEE NOTE #2 SEE NOTE #2 ~ EnvirorimentaiHealth t?hrison ~ ' CNECK VALVE #1 ~ ~ , ` a"~%~ 1NaferQua~itysecflon ~ r E,nvironmerrtal Health Division }``Y , a, G"''o$ l~invlronrnentalliealth Dtvtslon '~s Y-- .~1l ~ , i.i n~rf r~rr~ *~,e ~ ~
. ,p,.~ ~ , , a Water Quali S~c4lan , ,,,t„~ ltUater QualEty sectd~,n ~ (r,~'4 tY ~,~~Jl~
STRAINER ~.,~s~ GreEnsbaro;-NG 274Q1 .Id ~ ~~11.~dD~ 2015, Eugege Sti. w• s .1,~ ~ Greensboro, NC 27401 , u Greensfaora, NC 27401 - ..fit ,
336 641-7813 OPTIONAL { ) (ass) 641.7613 (sus) 641-7613
F ,4u~horiza~ior~ for a~tev~a~r S s~~m Con~tru~ti~n ~ LOW n Author~~atiot7 for ~ste~rafier S stem Constructigrt Authortataor~-far Vliastewater System Construction
Address, 41g{1I{>rEL~Y I~,%;s~Liv~3~RtD, NC 27~~1 Pelrnif Numk~er: 0~3-OG ,~JI;,:~-G29~; REMOVABLE 05~u,,di;,"-(3~~D7 permit N mbar: 08-08-SNHG-04 Address, 41u0 KcEL~l` C13, GR~cl~1SSt~RC7, NC 2~~D I Perr7tit dumber: t~8-G5-SN'rtG-02885 Address, 4100 KEELEY RCO; NC u 860
INSULATED ENCLOSURE This ConstrUetl~In Au~harizatiortshafl be valid for #iyeyearsfrDnlthe issue date af, the. Prole~t Na: 2324 f the Ttris Ganstruetion Authorization shall tie valid far flue ears from the issue date of the
WITH DRAIN PORTS. # ~ Smpravernent Permit, The area designafed fat' a Subsurface Sewage Treatmantand iDisposal TEST COCK 1 This Catsiruefion Authorization shall be ua(id f©r five years from the issue date of the ~ and [2isposal fm rovement :Permit. The area desi Hated for a Subsuriace '8ewa s Treatmat3t and Eris asal Drawn ~ : S. Hirsch Improvement Pecmlt. The area designated for a 6ubsrfrface Sewage Treatment and Qrsposal p g g A Y .
(SEE NOTE #3} System shall not be graded and appropriate measures shat! be taken to preventvehicular vehicutar asure shall be t k to v v System shallnot be gratled and appropriate measures sftaff,be taf~en to preverl(vehieuhar , System shall not be graded and appropnate me a ~n .pre .ant ehicular nn~,mn~a a,,. . ti.ti~~,,.ti
I (}WK~7
POINT OR traffic, erosion, or any otner oistumance to the sate uistumance of tnis area, change oT site plan, n e or Site fa , traffic erosion or any other disturbance to the site. FAsturbance of this area, cha lge of site plan, g p traffic, erosion, or any other disturbance to the site. Disturbance of this area, change of site plan,
z x RELIEF or changeof intended use could result in the suspension or revocation of this Authorization. ithorization. or change of intended use could result in the suspension or revocation of this Authorization. or change of intended use could result in the suspension or revocation of this Authorization: Checked By: J. Ashbaugh
VALVE TYPE K OR L COPPER TUBING System Type: 3b - Single Pump or Siphon Wastewater Flow; 720 GPD 720 GPD System Typo, 3b Single Pump or Siphon Wastewater Flow, 150 GPD System Type: 3b - Single Pump or Siphon Wastewater Flow. 1110 GPD
N ° OUTLET OR 1 ° MIN. GALVANIZED STEEL ~ Repair System Type. 3h _ Single Pump or Siphon Facriitytype; Business CtvnrPy Comuavur?y 4 Repair System Type: 3b-Single Pump or Siphon Facilltytypa; Business. ,alnlarice- ZtA, Repair System Type* 3b - Single Pump or Siphon Faci(itvtYPe: Business FOrk Date: 10.0195 . ~'IUA
ELOPE GROUND PIPE FOR MIN. OF 5 ON Trench Length; $75 tt mm!y~ lk -apaees' 6`-il AWAY FROM EACH END OF A56EMBLY, e , p apaces afto~is Trench Length- 200 ft Bedrooms: Trench Length: 1400 :y ~+latn faces is pu s crs~
COVER TYP. 5EE NOTE #4 Trench Depth: 24 in to 22 in Site Requirements:. P Trench Depth: 20 in to 22 in per "IPL e_ Trench Depth: 24 in to 30 in Site Requirements: Site Requirements:
Trench Width: 36 in Setback: 40 ft off of the Front a a L oft of the Front Trench Width 36 in Setback:- 300 ft off of the, Front Revisions: Trench Width. 36 in Setback: 40 (toff of the Front
Gravel Depth: 12 in offset. 485 ft off of the Right t off of the Right Offset ft o of the Gravel Depth: 12 in Offset: ft off of the Gravel Depth: 12 In off 07.07.04 ISSUED FOR TRt REVIEW
= 1=III =I h =111-1 ! III=1 1- Trench Separation: 9 8 On-Center Setup; ft of of the Rear t off of the Rear Trench Separation: 9 ft On-Center Setup: ft off of the Rear Trench Separation: 9 ft On -Center Setup; ftoff of the Rear R: 04.02.04 ISSUED FOR TRL REVIEW
VoUPPORT AND PAD Soil Cover: 8 in to 10 in Basement: No Soil Cover. 12 in to 18 in Basement: No Soil Cover: 8 in to 10 in Basement: No
A6 REQUIRED BY Septic -Tank Size: 1500 gal Septic Tank Size: 10D7 9aI Septic Tank Size: 2000 gal
Well Site; Public DESIGNER (PAD 13 Pump 'Tank Size: 2000 gals ?,;[1, al Well Site: Public Pump TankSize: 2500 gal Well Site: PuNi Pump Tank,Size: 3
OPTIONAL) 4° Dosing Volume. 300 gal to 355 gal Repair Area Maintained: Yes ned:Yes Dosing Volume: 87 galto 100 gal ReParArea Maintained':Yes Dosing Volume: 465 gal to 550 gal Repair Area Mairtained:Yes
MINIMUM #67 U
WASHED STONE Authorization Issued. Date issued: . isued: Authorization Issued: Date 1sued:
a ~ Envir ti'tat H At tholiz'at Date pucd. s . - - - 'M-
LL 1. REDUCED PRE66URE PRINCIPLE A55EM13LiE6 (RP) MUST l r'eal(n S~E.~i,it~5r° r ~iartal .:,,14t~- avarnr{me , / i
° CONFORM TO CITY OF GREENSBORO SPECIFICATIONS, c REFER TO CITY OF GREENSBORO APPROVED LI6T OF Owner nrAuthorized Agent: Date; .
BPA S, -,owner prAuth Agent Date: owner or Authorized Agent: Date: 4001 I Owner or Authorized Agent ( f --2, '4~f r:y,tA_ , 1 - - -1 1
a Qv er arAUthonze ent Qw orAuthori' tlA 9
1P 2, THE CITY OF GREENSBORO APPROVED RP INCLUDES Comments: M Comments: Comments:
N SHUT-OFF VALVEB #1 AND #2 A6 PART OF THE System shall consist of 7 lines 125' each. Pump required to deliver 50 gpm P 2' 50 gpm 2' Plumb out back and set tanks. Pump to approved area for septic system. install . Plumb outback of structure. Set tanks in area shown (per applicant's request). Sheet Title:
A55EM13LY. NO 5U135TITUTION6 5HALL BE PERMITTED, head. Pump run time = 7 minutes. 4"sch. 40 manifold with 7 (seven) 1t2" sch, 40 N n) 1/2" sch, 40 nitrification line on contour within approved area. Permit issued for Do: gestic System consists of 1413,-' nitrifk;atiaft lines with pr essu-e manifold distrab,_rion
taps, Control panel to include elapsed time meter, pump eventeounter, and alarm 3. TEST COCK #1 5HALL BE UPSTREAM OF SHUT-OFF inter, and alarm wastewater only. NO FOOD SERVICE. Contact GCHD at t least 48 hours nrior to (center feed lines laid our). ts,,r lfold shall be 6" sch 40 PVC with .14112" Sch 80 -
event courtar. Domestic wastewater only ...NOFOOD SERVICE. Structure not to VALVE #1 AND 16 PART OF THE APPROVED A66EM13LY. rueture not to system instaflatio s `.o schedule on-site meeting to discuss sYstein requirements taps. Pump required to dei.uer gprn @ 2` head. Pump run time = 7 mint.
include rrrp basin, can wash or3-compartmer! sink. No paved surfacesallowed Control panel shall include elapscd timra mater, pump eventcounter, and alarm urfacesallowed and to walk oV:: cyst rt area. Site installation to event counter. Contact GCHD at (east 48 hours prior to installation to schedule
4. PIPE MATERIAL AND FITTING6 5HALL BE A6 6PECIFIED IN over systerc, area. Contact GCHD at least 48 hours prior to system installation to 3 CITY OF GREEN5130RO STANDARDS 4 6PECIFICATION6, schedule on-site meeting to discuss system requirements. on-site meeting to discuss system requirements, Domestic wastewater only...ND Construction
a co J
W 5. INSULATED ENCLOSURE 5HALL DE A5 6PECIFIED IN CITY CU(t B)LD6 05(k}441 Page 1 0 Page 1 of 2 Details
4 OF GREEN6BORO ENCL06URE INFORMATION. - N GLiIL BLDG-0500441 Page 1 of 2 GUIL BLDG 0500941 Page 1 of 8
° 6. ALL LOCATIONS FOR BPA 6 REQUIRE CITY OF U GREENSBORO APPROVAL.
M
° 7, EACH CITY OF GREENS130RO-REQUIRED BPA 16 REQUIRED
ro TO BE TESTED 13Y A CITY OF GREEN6130RO-APPROVED H bl ~RP~11~4" Red ce P essure Prince l~As~ u d r ni CERTIFIED TEETER PRIOR TO PLACING THE WATER 6Y5TEM ri tion for ~Wastewater stem ontruction Sheet No: Autho za
IN 6ERVICE. (Above Ground) a 0 0 N, T. 6 L=6*6
T O
G1 N Y
N co

t
Keels Park Keels Park
Keeley Park Keeley Park Keeley Park Y Y
i
it rofile and died b the lack of ar anic I' tonal Membershi : Installer shall be a member in oad startdin G. Subsorl: All sail beneath the topsail layer of the sap typ y g 1. Profess p g g goad standing of either the 1.6 DELIVERY, STORAGE, AND I-IANDLING PART 2 -PRODUCTS
SECTION 32 92 00 -TURF AND GRASSES ~ matte and soil or artisms. Professional Landcare Network ar the American Nursery slid Landscape As; r g d Landscape Association.
2, Experience: Five years' experience in turf installation in additiart to rec addition to requneinents in A, Seed artd Other Packaged Materials: Deliver packaged materials in original, unopened , {
H. Surface Sail: Soil that is present at the top layer of the existing sail profile at the Project site. Division O1 Section "Quality Requirements containers showing weight, eeitr'fied analysis, name and address of rnaimfacturer, and uldicatian ~ 2.1 SEED
PART 1-GENERAL In undisturbed areas, the surface sail is typically tapsoil, but in disturbed.areas such as urban 3, Installer's Field Supervision: Require Installer to maintain an experien ain an ex erienced full-tune of conformance with state and federal laws, as applicable, p ! A. Grass Seed: Fresh clean d new-cra seed cam 1 in with AOSA's "Journal of Seed ~ D', p P Y g
enviranrnents, the surface soil can be subsoil,. supervisor on Project site when work is in progress. 4. Persomtel Certifications: Installer's field supervisor shall have certification eve certiftcation in one of the B. Bulk Materials: Techitolagy; Rules far Testing Seeds" far purity and germination tolerances.
1.1 RELATED DOCUMENTS ( fallowing categories from the Prafessiortal Laitdcare Network: j 'k~
1.4 SUBMITTALS 1. Do not dump or store bulk materials near structures, utilities, walkways aiid pavements, B. Seed Species. NC Crop Improvement Blue Tag Certified seed of grass species as follows, with
A. Drawings and general provisions of the Contract, including General and Supplementary ~ a. Certified Landscape Technician -Exterior, with installation and nstallation and maintenance or on existing turf areas ar plants, ( not less than 95 percent germination, not less than 85 percent pure seed, and not more than 4.5
Conditions and Division O1 Specifrcatian Sections, apply to this Section. A. product Data: Far each type of product indicated. specialty area{s}, designated CLT-Exterior. 2, Provide erasion-control measures to prevent erosion or displacement of bulk materials, ~ percent weed seed;
h. Certified Turfgrass Professional, designated CTP. ~ dischar e of soil-hearin water runoff, and airbariae dust reachin ad'acent ra ernes, 1. Full Sun; hybrid Fescue, a minimum of three eultrvars. g g g J p P
I . Pesticides and Herbicides: Include product label and manufacturer's application c. Certified Turfgrass Professional of Coal Season Lawns, designated C' 1.2 SUMMARY ~ ( ~ water canoe aitce s steiars or wallcwa s. V 2. Seed T e: Festuca s : Plarrtatian Rebel Exeda Rebel Seit Rendition Ja oar 3. >s, designated C'fp-CSL. Y Y ~ Y ~ Yp ( Pp) ~ ~'Ys ~ g ~ 3, Accompany each delivery of bulk fertilizers, lime, and soil ameirdmeirts with appropriate ~ 3. Seed'Fypeo (Seale Cereals}: Pye Grain i
instructions specific to this Protect. j , tl travel time from Installer's ~ certi#icates,
j i S. Maintenance Proximity: Nat more than two hours normal travel time fry A. Section Includes: B. Certification of Grass Seed: From seed vendor for each ss-seed monostand or mixture place of hastiness to Project site,
F stating the botanical and common name, percentage lny weight of each species and variety, and Pesticide Applicator: State licensed, cainmercial. 2.2 INORGANIC SOIL AMENDIV.[ENTS 2 3 2 0
1. Permanent Seeding. ercentage of purity, germiraatian, and weed seed. Include the year of production and date of DITI NS ~ W. Morehead Street 1.7 PROJECT CON O
2. II droseedart . p I Y g ( packaging. ~ B. Sail-Testing Labaratary Qualifications: An independent laboratory ar universil A. Lime: ASTM C 642, agricultural liming material containing a minimum of 84 percent calcium ;cry or university laboratory, , Charlotte, ~1C 28206
3. Tiuf renovation. ; ~ reco nixed b the State De artinent of A riculture, with the experience and sx erience and ca abili to I A. Planting Restrictions: Plant during ane of the fallowing periods, Coordinate planting periods carbonate equivalent and as follows: ~ p p ty
4. Erasion-control materials . g Y p g { 1, Seed shall be NC Crop Improvement Blue Tag Certified. Certification tag shall conduct the testin indicated and that s eeializes in types of tests to be performed. g P be erformed, with initial inairrtenance periods to provide required maintenance from date of Substantial 1. Provide lime in fonn of ground dolomitic limestone. Landsca e Architecture p P Completion. j
accompany seed. B. Related Sections: ~ B. Sulfur: Granular, Made actable, containin. a minimum of 94 ercent sulfur, and with a ~ Site Planning sis and a written report by a ~ g p
~ C. Sail Analysis: For each uitamended sail type, furnish soil analysis and a writte . C. uali~cation Data: Far ualified landscape Installer. ualified soil-testin laborato statin ercenta es of or anic matter; adation minimum of 99 ercent assin tlirou No. d 3.35-mm sieve and a maximum of 14 ercent utter, adation of sand, silt, I. Spring Planting: March 15 -May 15. p p g ~ ( ) p Civil En ineerin
~t Q q q g rY g p g g ~ 1. Division 3 i Section Srte Clearing far tapsoil s4•ipping and stackptlrng, • and clay content; cation exchange capacity; deleterious material; pH; and mines ~ 11 la f r : Se teinber 1-December 1, asset throe No. 44 4.425-mm sieve. g g H; and mineral and lent- 2. Fa P n u g p p g gh ( } P p
2. Division 31 Sectran Earth Moving fax excavation, filling and backfrlling, and rough D. Product Certificates: Far sail amendments and fertilizers, from mamifacturer. nutrient content of the soil, 3. 'Elie Contractor is responsible to plant any temporary seed mixture as Shawn on ~ ~ www.sitesolutionspa.com
grading. 6.1 detail 4 required for erosion control pnrpases in the event the permanent seeding I C, Iron Sulfate: Cxraintlated ferrous sulfate containing a minimum of 24 percent Iran and I4 Telephone-704-52~-9880
3. Division 33 Section "'Subdraina e" far subsurface drains e. ~ t1d irate retie test ' g g E, Maternal test reports fiom qualified independent testing agency indicating a rp g 1. Testing methods and written recommendations shall comply with USDA 1 with USDA"s Ilandboak period is missed and is delayed ssndl the next available plashing season. percent suIfttr. j Facsimile-704-52 ~ -8955 pY j ,
results relative to campfiance of the fotlowntg materials with requirements indicated. ~ Na. 60. 1 B. W atl er Limitations: Proceed with lantin onl when existin and forecasted weather D. Aluminum Sulfate: Commercial acts, unadulterated.
2. The sail-testing laboratar•y shall oversee sail sampling, with depth, location I.3 DEFINITIONS 1. Anal sis of existin surface soil slid/or im orted to soil. Testin shall be re nested 15 i t depth, location, and number e a p g y g ~
Y g p p g q ~ of samples to be taken per instructions from Architect. A minim working days prior to delivery of topsail to the work site. Deficiencies in the topsoil ~ representative samples shall be taken from vaned laoations far each sail ~ act. A minimum of three ~ conditions permit planting to be performed when beneficial and optimum results may be G ; obtained. Apply products during favorable weather conditions according to manufacturer's j Seals:
A. Finish Grade: Elevation of finished surface of planting sail.. shall be corrected b the contractor. Retestn cost shall be at the Contractor's ex erase. Y g p amended for planting purposes. s for each soil to ba used or 2.3 FERTILIZERS , ~ written instructions.
3. Report suitability of tested sail far turf growth. V A. Boitemeal: Commercial, raw or steamed, finely ground; a minimum of 4 percent nitrogen and ~
13. Manufactured Topsoil: Soil produced off site by homogeneously blending mineral soils or sand 2. provide randoinl selected cores in Hoff-athletic field areas of the site. I s
with stabilized or anic soil amendments to roduce to soil ar lantm soil. Y g p 13 P g a. Based oit the test results, state recommendations for soil treatm+ ~ 1.8 MAINTENANCE SERVICE 24 percent phosphoric acid. for soil treatments and soil
E 3. State on sampling the variety of seed to be installed. amendments to be ineorparated, State recommendations in weight pi C. Pesticide: A substance ar mixture intended far preventing, destroying, repelling, or mitigating a ~ r v u r cu. d. 0.76 cu. in far nitro en he ions m weight per 1444 sq. ft. ~ f
est. This includes insecticides miticides herliictdes fun icI ~ (92.9 sq. m) o of me pa y { ) g , p p g des, radentrcrdes, and E 4. Provide pH, organic content and recommendations an additives required to establish A. Initial Turf Maintenance Service, pravide full mamtanance by skilled employees of landscape ( B. Superphosphate: Commercial, phosphate mixture, soluble; a minimum of 24 percent available ~ ~r nitrogen, phasphai~.is and ' Installer, Mauttain as required in Part 3. Begin maintenance immediately after each area is ~ phasphone acrd. ~
i i 1 es sub tees r mixture ' potash nutrients and sail amendments to be added to produce satisfai mollusc c des. It also me ud star a s intended far use as a plant regulator, ~ satisfactory pH far planting. ! halt vi ble ]ants. produce satlsfactoiy planting V i ii~i,~eurjr
defoliant or desiccant, ~ , soil suitable fare hy, a p , 9 ! planted and cantinas until acceptable turf is established but far net less than the following ! tgai `'~~f eriads: ~ C. Commercial Fertilizer: Commerciat•gradeccmplete fertilizer of neutral character, consisting of ~ ~ 0~' ~
b. Report presence of problem salts, minerals, or heavy metals, includii F. Maintenance Instructions: Recommended procedures to be established by Owner for ~ c t ad lithium and vana+ metals includin aluminum I p $ g ' I fast- and slaw-release nitrogen, 54 percent derived from natural organic sources of urea j ~ ~ ihiuin and vanadium. If such ~ j
D. Pests: Liven ar anisms that occur where the are not desired ar that cause lama e to ]ants 1 ~ arsenic, baritun, cadmium, chromium, obal , le , g g Y g p ~ maintenance of turf during a calendar year. Submit before expiratrait of required Hotta] I roblem materials are resent rovide additional recommendations ' I. Seeded Turf: 64 days from date of Substantial Coinpletton. formaldehyde, phosphorous, and potassium in the following composition: ~oinmendattons for corrective , ~ b
animals, ar people, These include insects, mites, grubs, mollusks {snails and shigs}, rodents enance eriads. j p p ' p ~ mamt p i action. Al.
{gophers, males, and mice), unwanted plants (weeds}, fungi, bacteria, and vinises. ` t E ar ti e r 1. Coin osition: 1 1b/1444 s . ft. 4.45 k f92,9 s . rn of actual nitro en 4 ercent i 026926 ~ a. When initial maintenance perod has not elapsed before slid of pl i ng s asap, o p q ( g q ) g ~ p ! ~
D. Preiristallation Conference: Conduct conference at Project site. E. Planting Soil: Standardized topsail; existing, native surface tapsoil; existing, in-place surface 1..5 QUALITY ASSURANCE if turf is not fully established, continue maintenance during next plaiitiiig season. phosphorous, aitd 2 percent potassium, by weight. ~ r ti ~r lfi# ! j ''r e' I
sail; Imparted tapsoil; or manufactured topsail that rs modified with soil amendments and ~ i B. Contiituin Maintenance pro oral: From Installer to Ow~rer lit the farm of a standard aai•l D. Slaw-Release Fertilizer: Granular or pelleted fertilizer consisting of 54 percent water-insoluble ~ .,rr ~ 4~. V g p Y Y ~ rrrriiiiiiit+°
perhaps fertilizers to produce a sail mixture best for plant growth. A. Installer Qualifications: A qualified landscape Installer whose work has resulted in successful ( (or other period} maintenance agreement, starting on date initial maintenance seruice is nitrogen, phosphorus, and patassiuin in the fallowing composition: ~ ~ J~
• ~ turf establishment. t' c di 'a and terms fora ercent eriod aril for ~ j concluded. State services, oblige runs, on ti its, gre p ,
F. Subgrade; Surface or elevation of subsoil remaining after excavation zs complete, or top surface ~ 1 ~ future renewal o lions, { l , Composition: 20 percent nitrogen,l4 percent phosphorous, and 14 perceirt potassium, by V p !
of a fill or baclcfill before planting soil is placed. j i weight. j
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TURZ' AND GRASSES 32 92 OQ -1 ~ TURF AND GRASSES 32 92 00 - 2 TURF AND GRASSES 1 32 92 0 -3 TURF AND GRASSES 32 92 40.4 ~ TURF AND GRASSES 32 92 04 - 5 0 !
Keele Park Keeley Park y ~ Keeley Park j Keels Park Y Keeley Park
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2 4 PLANTING SOILS ' 1. Verify that no foreign or deleterious material ar liquid such as paint, paint washout, C. Unction ed Subgrades: Ifturf is to be planted in areas unaltered or undisturbed b; I g concrete slurry, concrete layers or chunks, cement, plaster, ails, gasoline, diesel fuel, radio , or surface-soil stripping operations, prepare surface soil as follows: tr undisturbed by excavating, ~ 3,5 I-IYDROSEEDING 3.7 TURF' MAINTENANCE ~
~ amt thinner fur entine tar roofin cam sand ar sold has been de sited m sell w+thin g g follows: ~ . ! A. Hydroseedang: Mix specified seed, fertilizer, and fiber mulchrn water, using equipment I A. Maintain and establish turf b waterin fertilizna weedin mowin trimmin re lantin artd
A. Plantitt Sail, re-use surface soil stockpiled from ansite striping, with pH range of 5.5 to 7, a p p g p po g i Y g~ g~ g, g, g, p g~ r surface soil. ~ specifically designed for hydroseed application. Continue mining until uniformly blended into performing ether operations as required to establish healthy, viable turf. Moll, regrade, and I,
minimum of 2 peroent organic material content; free of stones 3(4 inch or larger in any a planting area. 1. Remove existing grass, vegetation, and turf. Do trot mix into surface sail. dimension attd other extraneous materials harmful to plant growth. Mix tapsoil with the Z. Do not mix ar place soils and soil aittendlnents in frozen, wet, or muddy canditians. 2. Lassen surface soil to a depth of at least 8 inches {200 mm}. Apply soil acne A 1 soil amendments and Homo eneotis shirr 7 suitable for h draulic a lication. ~ pp Y g J Y pp ~ replant bare or eroded areas aird remuleh to produce a uniformly smooth turf. pravide materials
Q I fallowing soil amendments and fertilizers in the fallowing quantifies to produce planting soil: 3. Suspend soil spreadmb, grading, and tilting operations during periods of excessive soil i fertilizers according to planting soil mix proportions and mix thoroughly into t thorou hl into to 6 inches ~ ~ g Y P ( i and installation the same as those used in the original installation.
Lime er 1000 S , Ft, 92.9 S . m : 75 lbs(aa, ~ moisture until the moisture content reaches acceptable levels to attain the requured results. I 150 mm of sail. Till soil to a homo eneous mixture of fine texture. 1. Weight of p q ( q ) ~ { } g ;texture. ~ 1, Mix slurry with fiber-mulch manufactirr er s recaminended tackifier, i ~
2, Weight of Superphosphate per 1000 Sq. Ft. (92,9 Sq. m): Sfl0 lbslac. ~ 4. Uniformly moisten excessively dry soil that is not workable and which is too dusty. ~ 2. A ly slurry uniformly to all areas to be seeded in a one-Ste rocess. A 1 slur at a I ! Pp p p pp Y D' 1. Fill m as necessary sail subsidence drat may occur because of settluag or other processes. ~ ~
g p ~ a. Apply superphosphate fertilizer directly to surface soil before laosenii~ 3. Wei ht of Commercial Fet~ilizer er 1000 Sq. Ft. (929 Sq. m): 1,000 lbslac. ~ 1 before loosening, I rate so that mulch camponeirt is deposited at not less than 1544-ib/acre (15.6-kg192.9 Re lace materials and turf lama ed or lost in areas of subsidence. p g ~
4. Amend soils in accordance with soil testing report recommendations. B. Proceed with installation only after unsatisfactory canditians have been corrected. ai t' t sq. m) dry weight, and seed component is deposited at trot less than the specified seed- 2. Iia areas where mulch has been disturbed by wind ar maintenance operations, add new sticks, mats, trash, and other i sawing rate. ~ mulch and anchor as re Hired to ravent dis lacement.
3. Remove stones larger than 3/4 inch to any dimension td s icks, raa s, tra~ ~ C. If contamination b farei n or deleterious material or Ii aid is resent in sail withut a lantin Y g q p p g ~ extraneous matter. q p p
2.5 MULCHES area, remove the soil and contamination as directed lty Architect and replace with stew planting I d. Legally dispose of waste material, including grass, vegetation, and turf, 3. Apply treatments as required to keep turf and soil free of pests and pathogens or disease, , :anon, and turf, off Owner's ~ I Use integrated pest management practices whenever possible to minimize the use of ~
soil. e . prop rty 3.6 TURF RENOVATION ( ~ pesticides and reduce hazards.
A. Straw Mulch: Provide air-d ,clean, mildew and seed-free, salt hay ar threshed straw of wheat, ry i ! ~ ~ I I s ~
rye, oats, or barley. D, Finish Grading: Grade ptaltting areas to a smooth, uniform surface plaice with loop e Iaiae with loose, uirifonnly i A. Renovate existing turf: ~ ~ p ~ B. Watering: Install and maintain temporary piping, hoses, and turf4watermg equipment to convey
3.2 PREPARATION ~ h 13 mm of finish elevation. F fine texture. Grade to withn plus or minus lt2 Inc { } risk elevation. Roll and rake, ! ~ ~ V r ~ water from sources and to keep turf unrformly rnorst to a depth of 4 inches (144 mm).
rer far ~ des. Limit finish radut to t B. Nonasphaltic Tackifier: Colloidal tackrfier recommended by fiber-mulch manufactu ~ remove ridges, and ~Il depressions to meet finish gra g g nish gradurg to areas that can C B. Reiravate existing turf damaged by Contractors operations, such as storage of materials or 4 e ui ment and movement of vehicles. ~ ~
slur a licatian~ nontoxic and free of ]ant- awth ar ermination inhibitors. A. Protect structures, utilities, sidewalks, pavements and other facilities trees shrubs and i ry pp p gr g ~ ~ ~ ~ be planted in fife immediate future, plantings from damage caused by planting aperatians. i ! q p ~ I. Schedule watering to prevent wilting, puddling, erosion, and displacement of seed or ~
i ~ 'f oil is d . Water thorau lit and allow s ~ i E. Moisten prepared area before planting i s rY g y . mulch, Lay out temporary waterin s stem to avoid welkin aver mudd or irewl I. Reestablish turf where settlement or washouts occur or where minor re radin is g Y ~ Y Y S.a glily and allow surface to dry , g g ~ planted areas, . ,
2.~ PESTICIDES 1. Protect adjacent and adjoining areas from liydroseeding and hydromulcltiitg overspray. I before planting. Da not create muddy soil. . required. 2. Water turf with fine s ra at a inmmium rate of l inch 25 mm er week airless rainfall
; 2. Protect grade stakes set by ethers until directed to remove them. p Y ( ) P ~ ~ 2. Install new planting soil as required. ~ I precipitation is adequate. 6d') ~
A. General: Pesticide, re istered and a raved by EPA, acceptable to authorities having F. Before lantin obtain Architect's acce Lance of finish grading; restore planting at g pp p g} p .store planting areas if eroded ~ ~ ~ ~
jurisdiction, slid of type recommended by manufacturer for each specific prabhem and as B. Install erasion-oontrol measures to prevent erasion or displacement of sails and discharge of I ar otherwise disturbed after fetish grading. I C. Remove sad and vegetation from diseased or tursatisfactory turf areas; do not bury in soil. C. Mow turf as soon as to rowth is tall enau h to cut. Re eat mowin to maintain s ecified ~ pg g p g p
a` t conditions and a lication. Do not use restricted esticides unless ~ sail-bearing water runoff or airborne dust to adjacent properties and walkways. required for Pr lec pp p I ~ height without cutting more than 113 of grass height. Remove no more than ll3 of grass-leaf D, Remove topsail coirtaiinng foreign materials such as all drippings, fuel spills, stones, gravel, ~ r
authorized in wri#ing by authorities having jurisdiction. f growth in initial o subsequent mowmgs. Do net delay mowing until grass blades bend over ~ ~ and other construction materials resultirt from Contractor s o stations and re lace with new I
3.4 SEEDING B. Pre-Emergent Herbicide (Selective and Non-Selective}: Effective for controlling the 3.3 TURF AREA PREPARATION ' ( g p p and become matted. Do net mow when grass is wet. Schedule initial and subsequent mawings planting soil. I, ~
' fora or rowth of weeds within Innted areas at the soil level direct] below the mulch A. Saw seed with s reader ar seeding machine, Do Hat broadcast or drop seed when erntina i g p Y % p . V I to manatain the following grass height: I ~ crop seed when wind velocity ~ 1. Mow tort= e tall fescue to a her ht of 2 to 3 inches 54 to 75 mrn , ~
g A, Limit tin°f sub ode re oration to areas to be lanced. ~ owin e ual uattttties m twc layer. ~ p p p exceeds 5 mph {8 kmllt). Evenly distribute seed by s g q q a ~ E. Maw dethatch core aerate and rake existin turf. ~ ~p g ( } quantities in two directions t g
. I right angles to each other. E i j D. Turf postfei•tilizatran: Apply fertilizer after initial mowing and when grass is dry. ~
C. Past-Emergent Herbicide {Selective and Non-Selective): Effective far controlling weed grawdt ~ B. Newly Graded Subgrades: Lassen subgrade to a minimum depth of 8 Inches (200 min). eds before seedin . Where weed e e 'v ' i ~ i s F. Remove we g s ar xtensi e, apply selective heroic des as
that has ahead erninated. { Remove all construction gravel, stones larger than Inch in any dnmensran and sticks, roots, i 1. Do not use wet seed or seed that is inaldy or otherwise damaged. Y g rubbish and other extraneous matter and le all die se of them off Owner's ra e ~ ide ed i ed. ~ re aired. Do not use pre-emergence herbicides, ~i I ° g q ~ 1. Use fertilizer that will provide actual nitrogen of at least 1 lb/1.404 sq. ft. (4.45 kg/92.9 i
I g Y 1~ P Ii 2. Do not seed against existing trees. Lnnrt extent of seed to outs g to outside edge of planting I i sq. m} to turf area. G. Remove waste and foreign materials, including weeds, soil cores, grass, vegetation, and turf, I
saucer. 1. A 1 su er hoe hate fertilizer directly to subgrade before loasenin . r e areas shown on ? and le all dis ose of them off Owner's ra e teas shown on plans. , g Y p P p ~Y
2.7 EROSION-CONTROL MATERIALS pF Y P P P g 3. Seed fescue at rate of 51bs per 1400 sf far all distu b d i 1 ~ 2. Spread topsail, apply soil amendments and fertilizer on surface, and thoroughly blend 4. Seed rye at rate of 3 ibs per 1444 sf for all die#urbed areas shown on plat is shown on laps. p 3.8 SATISFACTORY TURF
j A. Erosion-Control Blankets: Biodegradable woad excelsior, straw, ar coconut-fiber mat enclosed ~ planting sail. H. Till stripped, bare, and compacted areas thoroughly to a soil depth of 6 inches (I54 mm}.
in a hotode radable plastic mesh. Include manufacturer"s recommended steel wire staples, {i ~ , • B. Rake seed lightly into top 118 arch {3 mm} of soil, roll lightly, and water with fine water with fine spray. ( I A. Turf installations shall inset the fallowing criteria as determined by Architect:
p g a. Data mixin fertilizer wi#lt lantin soil if lantin will Hat raceed within a few inches (150 mm) lang. Y g p g p g p ~ . I. Apply soil amendments and initial fertilizers required for establishing new turf gird mix
1. See drawings for location and material type slid installation details. i daYs. C. Protect seeded areas with erosion-control mats where shown an Drawings; meta, Drawings; install and anchor thoroughly into top 4 inches (140 iitm} of existing soil. Install new planting soil to fill low spots 1, Satisfactor Seeded Turf: At end of maintenance eriod a health uniform close stand and inset finish .ales. I Y p r Y> V
b. Mix lime with dry sail before mixing fertilizer. accordin to manufacturer"s written instructions. ~ i g I ~ I of grass has been established, free of weeds and surface irregularities, with 144°Io full
3. S read lantfn soil to a de of 6 inches 50 mm but Hat less than re aired to rmeet i straw mulch. S ri ground coverage. raw mulch. Spread urriforrrily j 3~ Apply seed a~ad protect with straw mulch as required for new turf, ~
PART 3 -EXECUTION ~ p p g ~ ~ } q D. Protect seeded areas with stapes not exceeding 1:6 by spreading p I finish grades after light rolling anal natural settlement. Da not spread if planting soil ar at a mininturn rate of 2 tonslacre (Q2 kg(92.9 sq. m) to form a contintiaus blank ontiniioits blanket 1 inch (76 ; ~ B. Use specified materials to reestablish turf that does not comply with requirements and continue V
subgrade is frozen, muddy, or excessively wet. mm)] in lease thickness aver seeded areas. Spread by hand, blower, or c 1, blower, ar other suitable ~ I~.. Water newly planted areas and keep moist until new turf is established, maintenance until turf is satisfactor . ~
3.1 EXAMINATION ui merit. I ~ ~p i i Y V I 1 !
a. Spread approximately 1(2 the thickness of planting soil aver loosened subgi~de, i f
A. Examine areas to be ]anted far cam Hance with re uirements and other conditions affecting ~ Mix tliorou 1 htto to j2 inches {50 mm)j of subgrade. S read reinarnder of ~ Anchor straw mulch b crirn in into soil with suitable mecltanioal e ui me p p q f ~Y p p ~ 1 Y p g q p hanioal equipment. i [ V Proj2tt N0: 2326 ~
performance. ~ planting sail. I ; I G 1 Drawn B : S. Nirsrh Y
r ~ llacinnaA Rv I A<hh~~~~h
i was b• 1 ,,.,,~u~~,
TURF AND GRASSES 32 92 00 - G TURF AND GRASSES 32 92 00 - 7 TURF AND GRASSES 32 92 00 - 8 TURF AND GRASSES 32 92 00.9 TURF AND GRASSES 32 92 00 -10 Checked. By: l.Ashbaugh,
Date: 10.01.08
Keeley Park Revisions:
i 07,07.04 ISSUED FOR TRC REVIEW
i 04.02.04 ISSUED FOR TRt REVIEW
3.9 PESTICIDE APPLICATION
A. Apply pesticides and other chemical products and biological control agents in accordance with I NCDENR-LQS Revisions 12.7.09
requirements of authorities having jurisdiction and manufacturer's written recommendations.
Coordinate applications with Owner's operations and others in proximity to the Work. Notify
m Owner before each application is performed. U
O. 0
° B. Post-Emergent Herbicides (Selective and Non-Selective): Apply only as necessary to treat ro
LL already-germinated weeds and in accordance with manufacturer's written recommendations. a
ro
m 3.10 CLEANUP AND PROTECTION
0- a
00 A. Promptly remove soil and debris created by turf work from paved areas. Clean wheels of
N vehicles before leaving site to avoid tracking soil onto roads, walks, or other paved areas. Sheet Title:
0 b N
B. Erect temporary fencing or barricades and warning signs as required to protect newly planted Site
areas from traffic. Maintain fencin anal barricades throughout initial mainte g Hance period and remove after plantings are established.
Construction
C. Remove nondegradable erosion-control measures after grass establishment period. l
Details
a Permanent Seeding
o END OF SECTION 32 92 00 N
M
U
m Permanent Seeding Schedule N l Jule
Sheet No:
Y ro i~ 1
II ro 0 L=6*~i
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a REVISIONS TYPE CONTRACT CONTRACTOR A5-BUILT AUTH. DATE BENC )ATE BENCH MARKS JOB NO. P - I OF GREENSBORO
s COG ENG. REV. 12-15-09 ROADWAY DESIGNED 10/29/09 BY TMT ENGINEERING DIVISION
CONST. SURVEY BY
SEWER ley SHEET NO. Kee Park
WATER . CHECKED BY MNB 4100 Keeley Road 1 OF 2
Y SIDEWALK SCALE: 1" = 40' City of Greensboro, North Carolina

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Prole of FES 7 to B I REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENC 2 i COG ENG. REV. 12-I5-09 ROADWAY DESIGNED 10 zs os BY TMT ENGINEERING DIVISION
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WATER CHECKED BY MNB 4100 Keeley Rood OF 2 2 i
SIDEWALK SCALE: 1" = 40' City of Greensboro, North Carolina

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6TOPI
BEFORE YOU DIG CALL
THE NC ONE CALL CENTER
1-800-632-4949
IT'6 THE LAW!
2326
S. Hirsch
J. Ashbaugh
J. Ashbaugh
10.01.08
uemontion roan
N
Sheet No:
120 0 60 120 240 Lm I.0
1"=120'

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4' WW FENCE ".Z I t
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r _ . : , UNDISTURBED) y1 A * ,a i 1
'J EXISTING WETLANDS." • • Landscape Architecture - - TCA
\ TO REMAIN
NIR GPS) - REMOVE /EXISTING FENCE r \ y \ AS REQUIRED TO INSTALL \ ` \ UNDISTURBED I \ Site Planning a,A\ \
0- / REMOVE EXISTING NEW DRIVEWAY CONNECTION ) Civil Engineering ntinMn w wunn n n win ~o*~ \ FUTURE 30 WIDE
FENCE ~XY \ p A„" , TRAIL RIGHT OP WAY 1 ` www.sitesolutionspa.com
1 __-REMOVE EXISTING YAW INLET. PLUG n \ \ h \ rn Telephone-104-521-9880
/ EXTG. PIPE WITH MASONRY I Facsimile-704-521-8955
BULKHEAD(REMIOVE f8 LP OF PIPE) EXISTING eel
S \ \WOODED AREA \ \ S *
EXISTING TREES TO 'its, '4' seals:
EXISTING UTILITY POLE/LINE/GUY TO BE / N BE CLEARED I I I RELOCATED, COORDINATE WITH UTILITY / . 1 \ 4, `t a~ ~~~~~EXISTIG \ ~~9.~Cn_ %
3 051 I )CO. CONTRACTOR RESPONSIBLE FOR ALL 0 \ I
\ WORK TO RE-ESTABLISH PERMANENT OLD / I \ SERVICE FOR PROPOSED WORK BARN / \ ' ti ,,,*`AA ? \ \ TCA z
3 I I ` A660CATED WITH THIS PROJECT. PAY 0 &/y / I•~``TCA.s ACA a. Q'
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P EXIE e \ c:c:c:c:c:c:c:EXISTING 4 \ EXISTING GRAVEL PAVING EXISTING POND 1 \ \
> WOODED AREA:>: >::3<?>::^? 1xXxXxxx TO BEiREMOVED o A ` \ 1 l I * WATER LEVEL 752.6' , \ uismnp
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, DOCK IN ENTIRETY D26926 i ~ \
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WATER LEVEL 766.4' COG BUFFER i7-7o- I 1 f \ APPROXIMATE UMRS OF \ 11 * V ~`qR ••N~4,~•
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1262 RANKIN MILL RD
PID# 050401890043600021 4' AWW FENCE \ TCA 0
I PROPERTY LINE O DONALD F. BROWN & AXLE y.- - / l I: I
_ I HUTSEIN H. BROWN ! Fj
-750
1256 RANKN MILL RD I ri"
PID# 050401890043600017
A
I r1l EXISTING POND WATER LEVEL 749.4' '•:i'~ :i''
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Project No: 2326 ~I I
Drawn 6y S. Hirsch TA' EXISTING POND 3
WATER LEVEL 741.5' 1 Designed By: ].Ashbaugh
I I Iy° 1 Checked By: ].Ashbaugh
1 y,~+-1w' 1 Date: 10.01.08
NOTE:
j COLOR SHADING ILLUSTRATES 1
W 51. BUFFER ENCROACHMENT AREA z Revisions:
07.07.09 ISSUED fORTREREVIEW
~F 09.02.09 ISSUED FORTRC REVIEW
v , ! I+\ 1A 09.17.09 REVISIONS PERNfDOT
/ 12.23.09 JORDAN RIVER BUFFER REV.
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w 2832 o 70 \ 9 REMAIN 1
m 2770 DONALD F. BROWN & UNDISTURBED. Demolition
HUFFINE MILL RD. HUTSEIN H. BROWN \ \ / =E!ONT- - West
1256 RANKIN MILL RD
2848 2848 SEE SHEET L-1.0 FOR TREE PRESERVATION PID# 050401890043600017
NOTES AND TREE PRESERVATION 2827 CONSTRUCTION SEQUENCE TCA - r
~ I-B40 (LOOP)
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. 7. \ . ~,*3IJODED AREA / / X a AND INLETS \ f I / I
50 7~T pN wti ; / ? : ,o'' _ LIMITS OF TREE \ . f
ND • FENCE REMOVAL . ~ : REMOVE EXISTING 11 ` I . / / /i Are \ CLEARING, (TYP.) (N TERWITE NO. 5)' v D26928
:.~,.e.~ eee~ ' EXISTING UTILIY POLE/LINE TO BE v.vv _ / v. •v ,TREES (TYPI ,AQ \ , .
N . I I .1 / , . I `~\~RELOCATED, COORDINATE WITH UTILITY / TOP-746.20' ` ~y fit, NV_743.25 , r `r01NNG``,:
LMTB OF TI co CONTRACTOR RESPONSIBLE FOR ALL o / • ' WORK TO RE-ESTABLISH PERMANENT If av,, 1 r . ' NV 742.43' _ / i 1~ :>::::1:>1:1:>1:1:>1:1:>1:1:>1:1:>1:1:>: 1:1:>1:1:>1:1:>1:1:>1:1:>1:1:;1:1::::;1:;; ;:::;11:1;::: R
SERVICE FOR PROPOSED WORK EMf~VE' BARN NB N . : t,;,;,;,;,;,;,;,;;;;; 11 K N. e N..... .:::::::::::::::::::::::Iflg11110 I., I 9 :
\ ASSOCIATED WTTIi THIS PROJECL PAY 1 / f. I _ WALLS, MULC` 81 ALL FEES AND RE-CONNECTION C09T,; REMOVE SECTION OF I,/4 ::::::::::::::::1:::> 1:1:> .:>:1:> 1:.:.:;.;:::::::...,: vv
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0 I. , : f L ~ I / b o / I" - Y 4i~~~_ , . ~ 4v -N 9 N ~f 4f q ry1 \ , EXISTING TREES TO BE CLFARED(elA' WIDE ' UND161URBETtDMIN
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J { x s1 1 I/ / ; / : ~ -740 _ , ~iiil 4 _1~ ; : ~ I... CENTERED ON PROPOSED WATER LINE ENkX+E EXf9iiNfG -
\ ..REMOVE EXISTING.. - / §§§§§§§§§§i: LIMITS OF TREE RG ...ANQ..INL~»»»»:.
0 ~ f / ~`O// I] EXTG. _ STORM PIPE . ss ` : £ 1 ` L .....iiiiiR .o:............................ _ l 1 . ; ..:::::H RC:::.. ••:o::::::::::::::::::, - .CLEARING, TYP. oa.:....:.>:....:::;::....::
\ ~ \ EXISTING BUILDINNO / I/ / ' / xT~ ~`~1 ' I / . C EXISTING D L_ _ . ~ :::::rr.!F!~F::::::::::\ a:::::ff :::::::::::::::ififififififi:::::::::::::::::f:-:-: x:r'rffffffffo.'`o.'"`fff::. TOP-739.2 / \ c::::::::::"::\-ifififififi '1....11111111:'
\ , z REMOVE EXISTING »"BE REMOVED IN / r'/ / - I :j:~^ C :':.:::''.t<:.'`4:0' :R. NV 737.31 ~ .
0 \\\o r . ' GRAVEL PAVING - ! / l / r, 0 ENTIRETY (BEE NOTE 11 . 7 ) ; : Yss: ~~,r i _,Al lV
/ I ono / . r r , :.I I ;REMOVE EXISTING. ;;us., : r'.::: . -7 :::r:::::,•:,.: .:;:a:;:;o :::::::::::::•:.::;r „ / 1 40 I ?>::'11111>1111>11':
I STORM PIPS„ ~C~/ / - - s C - k yy;..
I~ / I I - / <'f~RAVEL PAVING E »i / 8 \ REMOVE EXISTING / . .
a I CP R r V , ( } NV 735.57 , TREES (TYPICAL) _ -7 6XY.~. - _ _ YYY : : ' ii TYPICAL . . b:::ff:: INV-735.57 .:.•Z:~:.', I, , . , '`I ..L.-.._, EXI811NG WOODED ' ` 0 L. ..„•..r' .C- "'AREM (TO EMAN t . 1 » 11.
:iii:+ c1::::::::a::::;;:::;/ , " / EXISTING IRRIGATION :..:::f UNDI8IUED) EXISTING . U
a::>::::>::>::>..... r J IPON U LINES AND YALVEB TO - - D
i::>:!I.j. - - - - ff : ??Sffr` afff fffr:>`. BE REMOVED (1Y1 . DEMOLITION/CLEARING NOTES CLEARING FOR WATER LINE
11.>l I llj~,LS , IJ r1 e ~~1 . LIMITS f)F`TREE » .............I T . I I L 2 o , k I EXISTING T1I , 2 I I l .i L / _
M " .,CLEARING,.. (TYPe) B # I ` .r -755.98'., 1, I 1* TO BE REM - EXISTING FIRE HYDRANT - ' _ , SS _ SCALE 1 = 40' 0 TO BE REMOVED \ r EXISTING WELL B 1. BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM A SURVEY - 0
.,J~ :f V 'm \ 1 / ____TO,RE1dAIN B PREPARED BY LEVEL CROSS SURVEYING, PLLC [phone] AND DATED IC
:a:::.;;:? .::::::.:::::::r:.:::::.ro:::.;.: . , i _ BLDG , I tP (PRIMARY WELL) R APRIL-SEPTEMBER 2008,
755 ......,z> :>:a:::.:.. ::::::.o`.o::>:+::>:>:>::.:>:>:>:>:> ::c:' a TANK 4 TANKS k :.,,U I / NKL f , . . 7 - " " \1 - ; A -4 11 I", \ ~ EXTG m ~ \ R 2. CONTRACTOR SHALL REMOVE ALL EXISTING TREES, CONCRETE, ASPHALT AND N
/ / ::.o::::::: \ i o% o.................. . ....w.: . 5;:;:;:;:;:;:;:;::,., . a UG X :..:::ro:::::::::::::::: V° "'V >r " OTHER EXISTING STRUCTURES INpCATED ON PLAN. CONTRACTOR TO DISPOSE ,1. Y 0
::r;.:..: + / \ H01)SF" OF ALL DORIS TO AN APPROVED (LEGAL) OFF -SITE LOCATION. d 0 0) d)
• • • o. : a I • EXISTI NG • • III! INV-74 f / t 3, PROTECT A0.ACENf CURBS, TREES, BUILDINGS, UTILITIES AND OTHER ma \ L..... TO REMAIN ROM 154AGE. CONTRACTOR SHAD. BE RESPONSIBLE FOR REPAIR
. . WOODED AREA:- ' . . „ . W' . » » / EXISTING POND 5
7 REMAIN ; ...t III, , . /y . / ,(TO . : v ..__.Y.,.. v y ..r'. k . - WATER LEVEL 736.6' iND 5 \ ....UN-IMPORTANT AHD/OR PAYMENT OF ANY DAMAGED TrEMie TO REMAIN, (A - " ~ INTERMITTENT STREAK 36.6' .c< & .
UNDISTURBED) " • • • • • • • • III, WI AREA y' ? ,I . . / III, 4. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR D
/ ~ „ * ~ ~ , t. s „TAEMOVE EXISTING" INV 7 ~5 REMOVE EXISTING X~ 1 _ a • A - - - - - 0-. r ~ TO BEGINNING WORK, BOTH PUBLIC AND PRIVATE. CONTRACTOR 10 FULLY - 0 FOR
III, z,.~- :-Z t :a' i -BUILDINGS AND ~ 17' STL PIPE BUILDI ? TCA , ...............,.:.'I w , EXII NIS WATER- TIE`; ENTIRETY k INY-742.1 s' , r NGB (TYPICAL) UNDE ~ 1 r- . y; / , ' i , - RDAMAGE AS A RESULT OF TMRQZOU D UTILITIES AND SHALL REPAIR ANY
• • •Y' : t..... W. __w __.....w v L - • • • S. • / r., , " E j W . . ,9t . . . . . . . . . !I E. + . A. G VALVES, IRRIGATION - (TYPICAL) IN K y
/gyp 4+ • • • • t. . • • .!..!.._f...f.. .t._.' Y • • , t.._• ,t /-7~` 6YSTEM 1111 / , +'S ...................c / _ 2' sTLTPIPe~~ i ~ ~ , ? ' ~I - N ~e U > R 5. CONTRACTOR'S SURVEYOR SHALL REPORT ANY ENCROACHMENTS OR
\ z • • .i • • • • • s' . , - , _*n f _ ^ ' V 736 p REME OT EXISTING .4* „ DISCREPANCIES GENERATED BY THIS CLEARING PLAN IMMEDIATELY TO SITE L. ~ • " CONGRETG 9PBiWAY\ \ \ SOLUTIONS LANDSCAPE ARCHITECTURE FOR DECISION. N 0
: • • -,I f • • . -0661`ING TREES IN THIS AREA ~ ~ AREA - N- / I N , . R.,
\ , • r• ` HATCH) TO BE SELECTIVELY i 0 , . . :REMOVE Effl an \ • • ' / . CLEARED. (BY OWNER, N.I.C.) ` EXISTING UTILIY L~ - III, ' / / CONCRETE B , , W X SPILLWAYV. \ ~ B, ACCURACY OF CURVE , CONTRACTOR'S SURVEYOR SHALL VERIFY CLOSURE AND
PILLRNIAY \ X x ~ * J _ _ ` \ • • / 1O BE RELOCATED, - , DATA PRIOR TO COMMENCEMENT OF HELD STAKING. - \ --la - . I\~....-.0.I.
f/ _ ' \ / ~~kTG. GRASS A"GRAVEL R ORDINATE WITH A ; - i NE \ s k ( \ \ 7, BEADED AREA ON THIS PLAN INDICATES EXISTING WOODED AREA TO BE UU
0 \ \ M 11 X LI TS L a y ~~f i~ (PREVIOUSLY USED AS AN / wr C C! \ \ REMOVED, DUE TO A LACK OF AN NDMDUAL TREE SURVEY GAVE
' ~5^ (tCP NV 742.y7' ;OUTDOOR. STORAGE YA*D TG - 1 _ ~ ? \ \ AREAS ARE SHOWN IN MASSES, CONTRACTOR SHALL MACE EFFORT \ \ „ \0 SAVE ANY SPECIMEN TREES NEAR CLEARING LIMITS,
f ~3` D PL „ ---INV 742.72 FOR PQ E ANTSSj~ \ \ \ & CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE ADDITIONAL TREES
\ R WHEREVER FEASIBLE.
_ , _ , REMOVE EXISfiING REMOVE EXISTING s::k MULCH. BIN AND WALL TREES (TYPICAL) j42.98 15TING PIP ::»,.`»>'s's:;x REMOVE 130 L.F. OF \ . \ EXISTING UN-IMPORTANT \ i "
/ Ek -111 XISTING TREES S__:;. .11 , TO REM EXISTING WETINJD AREAS TO INTERMITTENT STREAM y~, 9, NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC,
SPILLWAY\,.., 0 BE CLEARED ' 40 : o: ; O T13k - 72a BURIAL PITS, TRENCHING OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN . ii , \ • c \ 11. THE TREE CONSERVATION AREA.
REMOVE EXISTING E REMOVED (1,582 6.F.) 4p . 2b' ZONE 2 M 4 15' RCP it EXISTIN( REMOVE EXISTING t . ; ` y \ : _
/ , WATER LE no NE :»:r`oa WATER LEVEL 729.0' , ~ B CLEARING REQUIRED, CONTRACTOR IB ALSO RESPONSIBLE FOR ANY ZAA FOR REMOVE 148 LF. OF REMOVE EXISTING ~CA' t UNTIL Y INBTNJATIONBREROSION CONTROL MEASURER IN GRADE, EXISTING POND #6 STORM PIPE p : \ 10. CLEARING LIMITS ON THE PLAN INgCATE THE EXTENT OF ALL MA OR
iiiiiiiiiiii: BUFFE : R U IN'. iiiiiiiiiiii: SnNG IRRIC~TION o::o::>:;o::::::r ; . 91
/ / REMOVE 148 o::;) INES AND VALVES TR . : 1ty ,z»: \ EXISTING IMPO EXISTING IMPORTANT STORM PIPE I i., I • , ` ~ r II , INTERMITTENT STREAM 1 1
REMOVED r ' , d ~ (TYP) ,r:::::::::::::: a:'s INTERMITTENT a::::::::::: 11, CONTRACTOR SHALL DISMNMLE EXISTING POLE BARN (BUILDING 02) AND
- - ~ . _ - :'cv K~.r MPORTANT J I m...... 1 STOCKPILE MATERIALS. FOR RE-USE BY OWNER ON SITE IN LOCATION Project No: 2326, r rm ^ Y u r INTERMTREAM / ,
a V-/,+U. 1 ::.:::::r:r":: 1\ c \ , n , y :;:;i::;:;:;:iiii::::: 730 S DETERMINED BY OWNER.
III. . , "f ,v ;,a , RB KNE EXISTING ' : ~ LEGEND Drawn By: S. Hirsch \20 » ...fir ;
v/ CONCRETE SPILLWAY N rr X' o / - - ' / Designed By: ].Ashbaugh
. 0.1 r7-'7-7-7-'7-1
/Ju -NNK WALL ~ EX.12" STL PIPE / NACCESSABLE REMOVE EXISTING IN CHgN .
N \s ¦ \ \ \ \ j : ].Ash bao h 1 R' 7 LMITS OF TREE pP EXISTING IRON PIN Checked By g
.;a,: i EXISTING POND 4 SPILL TCA WATER LEVEL 732.0':c:c?::":>:c:c:c>ss:az:>;::c:c:;:c:^: .CLEARING, (TYP,r EXISTING TREES TO BE CLEARED Date. .
EXISTING / EXISTING TREES TO SE CLEARED 36 ba``~ ' EXISTING LIGHT POLE 0.0108
s \ ' R/W RIGHT-OF-WAY SAWCUT LINE
L-4.2 FOR r.0, EXISTING R
REMIIN (ZONE N)EWETRNLECONSTRUCf10N AA`"" \A`\ 1O TCA' evisioos. - - HC ACCESSIBLE SPACE EXISTING CURB AND GUTTER
¦ A. ¦ E ISiING EAA UMRS OF TREE " TCA , 07.07.09 ISSUED FOR TRC REVIEW
US ENCROACHMENT B ¦ CLEARING, (TYP.) /„e --(TO REMAIN PO PORTANT icy--- EXISTING TREE TO REMAIN PROPERTY LINE 09.02.09 ISSUED FOR TR( REVIEW iN 12.23.09 JORDAN RIVER BUFFER REV.
o . \ ¦ a'- FOR NE:W A.A \ 11NP15TURDED) N ENT ST~TEAM J EXISTING FENCE
° , EXISTING TREE TO BE REMOVED -UE- EXISTING UNDERGROUND ELECTRIC LINE
m ¦ A\.o \ AAA*\ ~::::::;,.:;;::::::<<:>;;,.., ,TCA" , . _ \ . , • , n ¦
BUFFER ENCROACHMENT;~4 ~3) A X30 --OE- EXISTING OVERHEAD POWER LINE
¦ ~ a_XI~,TIN{ Y2,gll. IV 9, ILL;~:q~" oA` ' ~ ~ A \ ~ EXISTING FIRE HYDRANT 0,
3 ¦ YN7 y`amL 1} y 0 AAA ' ~A A v nNC2 gPEOwm o p p4 N EXISTING WATER VALVE -T- EXISTING UNDERGROUND TELEPHONE LINE
A . 1 \ T 'REMAI D\ , . .,AAA \ \ m ¦ ~ * 5 4: p.A' ~a\ '(MI MdIZE D,IBTURBNJCE ¦ ~1)op0 s A\\\a *AA* \ `A, NEAR ~T Z6NE) w A -SS- EXISTING SANITARY SEWER LINE
\ \ \ EXISTING WATER METER
¦ \ \ AAA. \ \ \ i\ \ \\t AA \ \ pA *G \ \
EXISTING GAS VALVE -W- EXISTING WATER LINE -
° ¦ \ . :Tit , A \ / ,i~ , EXISTING GAS METER EXISTING GAS LINE
¦ TCA NOT , ; J \ \ \ s ¦ r.~ . \ \ UMTS OF TREE CONSERVAnON VA110N QS EXISTING SEWER MANHOLE EXISTING CONTOUR LINE
-'COLOR\$HADING ILLUSTRATES, \ \ ¦ * AREA, (TYPO, SEE SHEET , Sheet Title:
w ¦ A BUFFER ENCROACHMENT AREA. -5.0 FOR FURTHER, DETA~S T V 0 EXISTING STORM MANHOLE +720.3 EXISTING SPOT ELEVATION 7N1t8 ~ ~ \ \ ~ ~
' ~ \ ? EXISTING DRAINAGE STRUCTURE Existing Conditions/
\ \ u EXISTING UTILITY POLE co EXISTING CLEANOUT
¦ , OOM15INA1ION TEMPORARY w >St':~:C'C$'':'ifffffr LL y < F /
SIL1' FENCE/TREE m ¦ o , TEMPORARY TREE PROTECTION BARRICADE \ Demolition
:•::r: ao ::::::::::::::I:;:;:;:;:;:;a ~ PROTECTION FENC SEE \ ¦ .AAA LIMITSNOF :UET. 1 /L-8.1 - X - EXISTING WELDED WIRE MESH FENCE East
~ (TY\ PY) PITS AND.,
16 w"g- HOLES NOTED xxx TREE CONSERVATION AREA (TCA) LIMITS
u ° ¦ ¦ ¦ ¦ ` ` Ate" A%" \ : vAA~,A~,j A. C? / /r; i ~ 5!~ \ _ a~ 40~ • 1ti~ . ry% ..,c;~.~\ ~ tiWET\IAN / IN THIS AREA TCA • A~A~\~A ' \ \ /
NOTE; TCA TREE CONSERVATION AREA
SEE SHEET / =E SHEET L-1.0 FOR TREE PRESERVATION ALL THE NECESSARY APPROVALS HAVE BEEN
e A NOTES AND OTES AND TREE PRESERVATION OBTAINED FROM THE STATE AND CORPS FOR Sheet No:
¦ 'YT y; ..i' TCA \ E STINC VYETLANb5 t ,,j TO REMAIN
CONSTRUC ONMUCTION SEQUENCE ANY WETLAND DISTURBANCE AND/OR STREAM
UNDISTURBED CR0551NG OR DISTURBANCE 40 0 20 40 e0 L= I *2
o ~A y.~ .r 1 A A / EXISTING 1 =40
A , WOODED AREA m
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FR I EN511N0 WIND Y ~l\ l - y WOODED N6A ( NDDUm AREA,
J I v Y e r .Li.u.- I / • > , ( \ _
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, •.~n Wof ) ; I 11 1 1 7 ti i WATER IF,EL 74EE' F.FE. ~ X12gfl PIPE1 ' INACCESS491E NEW WATER IE"EL 732.01 1A~" i „ y ~ e YYOP,wm
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. HUT6EIN H,:BRONN I r 750 T . - -w"""""""y?w..w RD I 1256 RANKIN MILL-RD
PID/ 050401.6900435009A____/
E)CISTIN \I / WTEER IIEV°i°741x4 \ L
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1 ? _ I I 2 • / E7ONRNC POND 3 WATER LEVEL. 741.5' 737.8 EL 741.5' A,
J f,;~. 1 J ~ ~ TO XiFwIN ~ p ! 1 1+'a ? \ UNpSILAffR . 1 j I I \ ? \ \ i . ",r• ~Y
1108Wm ARP t + r Z
TOTAL ° EROSION CON'R0 : ' • ?I I T \
EXISDING 1 \
, RAINAGE FE8 32, 11 1 \ , I t I / 'o- . y y a~--~''.'c \ y,' "\q
v s , ~ it I~,:d / r , 1
o v..... 194.9 AG. `vv II?~ / Project No: 2376
\V', V ( \1 vv 1I ) I` uN~DSl~enaED rFFEE. DO NDRDD° EXIBSTING WOODS
TO RENWN , I r • 7 /°NDImu+Sm ° 3 RENWN l Drawn B S. Hirsch J /UNRISIURBm? R
HUT EINH.BRD ( 1 , 1256 ANKINMILL AD 1 'k•-,...r,. C. ~ I ti 419 Designed By: ].Ashbaugh , ~L-~~ i ~C~'~'1~'° • L ° _ , _ _ ,
e DO F BflOWA~k )was : , `1 11L 04 101 2011lIdiPMM 7
~-w~~ Checked By: ].Ashbaugh
war Data: 10.01.08
IM 7 / " ss
Revisions:
av.
07.07.09 ISSUED FOR TRC REVIEW
cli TWO - T - 09.02.09 ISSUED FOR TR( REVIEW
0 a
m N a LEGEND
0
`m T EXISTING SIGN --SS-- EXISTING SANITARY SEWER LINE
EIP EXISTING IRON PIN -W- EXISTING WATER LINE
a N N {1 EXISTING LIGHT POLE
N -G- E)IS11NC GAS LINE
V O R/W RIGHT-OF-WAY - - - - - EXISTING CURB AND GUTTER
O
0 O ~H^C~ ACCESSIBLE SPACE PROPOSED CURB AND GUTTER p j EXISTING TREE TO REMAIN PROPERTY LINE
6 O ~ EXISTING CONTOUR LINE
U m N Sheet Title: EXISTING FIRE HYDRANT -25 PROPOSED CONTOUR LINE
0 0
O PROPOSED FIRE HYDRANT t +725.3 EXISTING SPOT ELEVATION
Q O 8" EXISTING WATER VALVE PROPOSED SPOT ELEVATION Drainage Area
2m ®wM EXISTING WATER METER Plan - Component
b W (7
Q Z Q EXISTING STORM DRAINAGE LINE ®cV EXISTING GAS VALVE PROPOSED STORM DRAIN PIPE
K O N MGM EXISTING GAS METER PROPOSED ROOF DRAIN PIPE
N m rv
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m 3 ® EXISTING STORM SEWER MANHOLE * PROPOSED DRAINAGE STRUCTURE
m O Sheet No:
`m PROPOSED STORM SEWER MANHOLE ~lE- EXISTING UNDERGROUND ELECTRIC LINE
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0 rc T cO' EXISTING UTILITY POLE --OE- EXISTING OVERHEAD POWER LINE 100 0 50 100 200 DA=1
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EXISTING LIGHT POLE -C _ E%ISTII PROPOSED ROOF DRAIN PIPE age Area
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EXISTII EXISTING STORM SEWER MANHOLE EXISTING CONTOUR LINE --OE- EXISTING OVERHEAD POKER LINE
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TREE PRESERVATION CONSTRUCTION SEQUEN 35 SEQUENCE: e,w me awr•r Y4`1 " •r K~ i In2R{'LN YLL RD r 1 11 1 r 11_ I 1 mDe DwwIlwDAIIwDw N I 1x A r I1 / 1
CONTACT THE URBAN FORESTER AT 373-2150 TO SET-UP A PRE-CONSTRUCTION \ \ XAl3TR11L410N ' . 11 r '`11 \1 I f / w emze 6 : S TE
MEETING PRIOR TO ANY TREE DISTURBANCE. i, }Y` IN „1 rYY r uw aw V,IWro ` I '~e~^7^r r V ? H4~" `r ' v ? * r ;rpe mwmwemwlmt ,
TREE PROTECTION DEVICES MUST BE INSTALLED AND INSPECTED PRIOR TO ANY TREE e 1 r - v Yr ; dv vx?~ , r 7R TO ANY TREE \ , ; r / } >r r ; ; is
R DISTURBING ACTIVITY.
STEP 1: CONTACT THE CITY URBAN FORESTER TO SET UP APRE-CONSTRUCTION ! ( \ WIJBiR11CIlON w ,W % , y;%{ A~ ;ri
r / MEETING PRIOR TO ANY TREE DISTURBANCE (338-373-2150). ALL TREE PROTECTION REE PROTECTION VA~ l 1 r K1 1 Al I,1 1 ~I - lA. 0.V 1 1 li p 4 Al I1 V-4 ; V
MEASURED SHALL BE NKALLED PRIOR TO ANY TREE DISTURBING ACTIVITIES EXCEPT N(DBf THOSE PECESSW TO INSTAL. THE TREE PROTECTION AND OR TEMPORARY SOIL TA711E6 ElI0EP1 vV y r Ij 4l ~~x f`,?~ I i , ? < v ' li ORARYSOIL Vv 7 v r I v° ~1 '~1i '11 J r i ONilot n ,1 .I
7 " 1010. e EROSION CONTROL MEASURES: THE DEVELOPER SHAM CONTACT THE URBAN FOREBTEI " X 7 URBAN FOREBTER { , Al p 1 { ' r l
)TIC 743 T6' / > i TO CONDUCT AN INSPECTION OF ALL TREE PROTECTION DEVICES PRIOR TO ANY TREE OR TD ANY TREE F ` & , J ` \ ?y+`I ) \ ) ? i 1 r i : % 4 Dx
743 eb l ` / Q DISTURBING ACTIVITIES EXCEPT AS NOTED ABOVE. I xy I r ?1EI'0 A AY*, , r r \ l .\1 ?1 111 \.'r? 4 I r , 4=
\ STEP 2: THE CITY URBAN FORESTER OR ENFORCEMENT OFFICER WILL CONDUCT AN \ INTERMEDIATE SITE INSPECTION FOR ENFORCEMENT OF THE TREE PROTECTION LL GON1)UCr AN f 71EgnON ®wr D mar 1, ` ~ * \ \ _ I" yy ?1 'pi 1AA nx rr II 1 l \ \ k
REQUIREMENTS OF THE DEVELOPMENT ORDINANCE OF THE CITY OF 6REESWRO. THE PERFORATED SUBDRAIN, DEVELOPER SHALL COMTLT THE URBAN FORESTER TO CONDUCT AN INTERMEDIATE RtEENlDORO.IHE ?4137 MYno vk' i _ t v }YA Ir xvI I4 r I; J .v -y J mat Decw,wwuwwe, p' ~ ? II X\. 1? r I r 11 G INrEId,EDIAIE 'I
- - - DRAIN TO DAYLIGHT INSPECTION OF THE TREE PRESERVATION REQUIREMENTS AFTER THE SITE GRADING HA E. I , ? i ; ; SITE GWING v ' %`1; ` I`vv I SOLUTIONS
Nmpr 41 0 BEEN COMPLETED BUT PRIOR TO THE INSTALLATION OF THE LA D0GAFTNG. (PING. i ? , v r . v / Y~ `a `0 i}? ` li li A
( ri CONTRACTOR SHALL PROVIDE WHATEVER STEP 3: THE CITY URBAN FORESTER OR ENFORCEMENT OFFICER WILL CONDUCT A LL CONDUCT A Vi \ / i'V\ "I ~'1 1 Y \ ? i r t'
" GRADING 15 NECESSARY FOR BRIDGE FINAL SITE INSPECTION FOR ENFORCEMENT OF THE TREE PROTECTION REQUIREMENTS r~ AND BRIDGE FOUNDATION SYSTEMS OF THE DEVELOPMENT ORDINANCE OF THE CITY OF GREENSBORO. THE DEVELOPER 1 REQUIREMENTS v w , 'P~ ,'v1 vv 1 : I u Y 1 I 2 3 2 Q TE DEVELOPER V 4 \ Y} r 111 . 1\1 \Y? i 4' \ Y ` \ k
\ - SHALL CONTACT THE URBAN FORESTER TO CONDUCT A RNAL INSPECTION OF THE TRI 110N OF THE TREE N Ys\, 1t~ a1 YY i 1, \ W. Morehead Street
PREBEIBATION REQUIREMENTS PRIOR TO BEING ISSUED A CERTIFICATE OF OCCUPANCY PERFORATED SUBDRAIN, E aF OCCUPANCY. .'..~.''....G492" ?~'\x a 1 \??I \ \ . / ? , , `\11 \ II 1 \ \ ' .=y Charlotte, NC 28208
NO DISTURBANCE ITS ALLOWED WITHIN THE TREE CONSERVATION ARE EXCEPT AS NOT 1 n > r DRAIN TO DAYLIGHT ON THE APPROVED PLAN OR WITH PRIOR APPRMIAL PROM THE URBAN FORESTER. TH EXCEPT AS NOTED SEE SHEET •Y: \ 1 'ti. , 1 MI FORESTER. THE I 4 \ A 1';' `p I * rI i /r xt \
TREE CONSERVATION AREA INCLUDES THE CRITICAL ROOT ZONE AREA TO RECEIVE r t ??'`1 A 11 \r•? I +y.~\ Landscape Architecture , TO RECEIVE Q~ . 1 A p ,
CREDIT, TREES MUST BE PROTECTED PROM DIRECT AND INDIRECT ROOT, TRUMC AND 1 I ''•I CROWN DAM14M. Or.. TRUNK AND ~ Y?'1 'p 'p 11 i \ ,e ? ilr h ` ~1 - A ,y?? r Site Planning
M WITH LANCE BUILDING y e 1 4 ` ' `i r, " YY~11 . . /vv . f; /r ,1 i ai Civil Engineering
THE TREE CONSERVATION AREA SHOULD BE DEBRATED AS SUCH WITH 'TREE
FENCED-IN-AREA; 61 6NS MAY NOT BE POSTED ON THE TREES, OF THE 1E (ALTERN111E NO. 5) \ a ? R I r 111 P' • \p {xY i r I / f www.sitesolutionspa.com
FENCED-I , Y 5 \ ~ 730 TREE PROTECTION FENCING SHAM REMAIN IN PUCE UNTIL CONSTRUCTION 16 COMPS C110N 16 COAflE1E I \ } , 11 a x ' ;
L/ O \ \ AND OTHER LANDSCAPING HAS SEEN INSTALLED, AND THE CITY URBAN FORESTER OR V a... . 1 \ i l Y?A11 _'~1 1 s1.~ , i r\ . _ ~,I Telephone-104-521-9880 W FORESTER OR = \ \ ' T T r i ??1x ,''ir/ A xx?Y , r Facsimile-704-521-8955
/V~ \ \ ..ENFORCEMENT OFFICER HAS APPROVED ITS REMOVAL )ND / 73
0 -R LEVEL 732.0± \ \ NO PA 4N6, STORAGE, DIRT STOCKPILING, CONCRETE WASHOUT OR ANY OTHER MtY OTHER 0 1 1 1 r% . }111-- I" `1'i? h ¢
ACTIVITIES E PERMITTED N THE TREE CONSERVATION AREAS. 7F pry'-aY / I 18 ~J- -..?*,1 1"4v' .1. A11?~? ~r. , Seals:
/ \ ~ ZIti~7J1 REIOVN OR 134#6E TO TREES IN THE TREE CONSERVATION AREA WILL BE SUBJECT Atm. 26 FRESERYINTION ALL BE SUBJECT ~ / ~ _ i 1 / / ? -11, ) Y
O $ 726" TO THE PENALTIES EETASLISFED 130-6-4:10 OF THE IANDSGAPINS AND TREE vvvv'W 7 TW 735 0 AND TREE r J ,A' 1 I' P ti / i \ w '1
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L-5.0 FOR FURTHER DETAILS . - its \>Yy rte' 1' V / / P . 4 . ~ I 4. 1, - - I . . -;--~7~"~ ~e / it r v \ 1 ==:1:1:1:!':::-
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By: / I I Designed ].Ashbaugh f i t ,~T. +~..r.~ - ' ..Y. ~•x dr r I , i,...: ~..:I , . , T~ r?r. - ~ , n., a. ,
~ SHAM RJYIFY NAME / ~.T.. r 4~ own
]101-RI MIEIXF MLL W ` - - _ 'r Jet -as \ ./,Y y J K 4 Checked By: ].Ashbaugh i a r
~ J e, , I I. r / i i r =`•>r r i, A a i ~~'0~4'~+~~~L' Date: 10.01.08
C r r SEEwSHEET]KP-101 THROUGH KP-108 FOR N6NGN M pear MDM a NINIEY
CONTINUATION OF WORK ASSOCIATED WITH 1666 pWGW AGY 1 I rl RG66WI61YN6966WPD y % III1. : C OF h / r til
MODIFICATION OF EXISTING EARTH FILL ' I ° 6y- r fir r r r Nr Revisions:
EMBANKMENT DAM. 1~ AR N ILL 1 t r / / i p OW L IY6 IMR6'
1Y1 p001011~AW0A I I I NOTE; THE PROPOSED AND EXISTING yh4 \ 1 101 "aa 1 07.07.09ISSUEDEORTRCREVIEW I 1~~ J f 1L `per 09.02.09 ISSUED FOR TRCREVIEW
CONTOUR LINES SHOWN KP-101 THROUGH py ^~OTM~ / % ' / 19 12.23.09 JORDAN RIVER BUFFER REV.
m KP-107 MATCH THOSE SHOWN ON SHEETS r
1T I~ a f I
16 L-4.0 THROUGH L-4.2 m , I LL , I
I I I
o I I t
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I a ; I I o i m i 6 G14EE S STATE OF POND AND DAM
D AND DAM SAFETY
TYPICAL 50' POND BUFFER REQUIREMENTS TYPICAL 30' STREAM BUFFER REQUIREMENTS THE I SHOWN ON THIS PLAN SATISFIES, \
THE STORMNATER MA~NGEMENT STUDY INCLUDED WITH THIS PLAN STORM WATER , POND AND SHOWN ON STATE n ~~e Sheet Title: OLINA STATE DAM SAFETY LAW OF 1887 w.. ip 4NA
INDICATES THAT THAT TO THE BEST OF MY KNOWLEDGE BELIEF AND REQUIREMENTS b 35 VEGETATED BUFFER 30' NO ENCROACHMENT INFORMATION THERE WILL BE Na DOWNSTREAM FLOODING, DRAINAGE, [AS AMENDED THROF'THE OUGH NORTH CAROLINA N N 1995] AND THE RULES THE RULES AND ODE REGIJLA11ONS ADMINISTRATIVE LE 15A, TREE PRESERVATION NOTES
3 ;MAXIMUM 50% IMPERVIOUS BUFFER OR EROSION PROBLEMS AS A RESULT OF THE PROPOSED PRESENTED IN THE NORTH CAROLINA ADMIN15M
15' UNDISTURBED BUFFER \ \ DEVELOPMENT BETWEEN THE POINT WHERE THE RUNOFF DISCHARGES SUBCHAPTER 2K - RAM SAFETY, EVEN IN THE go4 IN THE CASE HERE THE DAM Overall
\ \ \ \ \ \ \ FROM THE PROPERTY TO WHERE THE SITE DEVELOPMENT AREA SHOWN ON THIS PLAN IS DETERMINED BY THE JED BY THE STATE BE EXEMPT FRO 1, ALL TREE PROTECTION DEICES MUST BE INSTALLED PRIOR TO LAND DISTURBANCE, INCLUDING THE CUTTING OF ANY TREES. A PENALTY Grading/Drainage
\ \ \ \ REPRESENTS LESS THAN 10% OF THE TOTAL DRAINAGE AREA, THE ABOVE NOTED DAM SAFETY REQUIREMENTS, i \ \ \ THEREFORE, NO QUANTITY CONTROL IMPROVEMENT IS PROPOSED, DESIGN ENGINEER, STATE THAT THE POND AND .QUIREMENTS, I, AS THE QUALIFIED OF $500 PER DAY FOR FAILURE TO INSTALL APPROVED TREE POND AND DAM ARE DESIGNED TO BE PROTECTION AMY APPLY. Plan
\ \ \ \ SAFE AND ADEQUATE FOR THE PROTECTION OF )TECT10N OF PUBLIC HEALTH, SAFETY, 2, CONTACT THE URBAN FORESTER AT 373-2150 TO SET UP A
\ \ \ \ \ \ WELFARE, AND DOWNSTREAM PROPERTY, I UNDE ERTY, I UNDERSTAND THAT THIS PRE-CONSTRUCTION MEETING PRIOR TO LAD DISTURBANCE.
TOP OF POND BALK \ NOTE; THE CITY OF GREENSBORO AND THEIR ASSIGNS HAVE RIGHT STATEMENT AS THE DESIGN ENGINEER SHALL N( ER SHAT NOT RELIEVE THE OWNER OR
TO ACCESS THE STORMVATER CONTROL(S) FOR INSPECTION OR OPERATOR OF THE POND AND DAM FROM THE I FROM THE LEGAL DUTIES, OBLIGATIONS, 3. TREE PROTECTION FENCING CAN AND SHOULD BE INSTALLED PRIOR
m NOTE; THERE SHAD. BE NO DISTURBANCE WITHIN THE MOT 15 FEET STREAM TOP OF MAINTENANCE, AS NECESSARY, AND LIABILITIES ARISING FROM SUCH OWNERSHII ;H OWNERSHIP OR OPERATION, TO THE PRE-CONSTRUCTION MEETING,
OF THE 50 FOOT BUFFER MEASURED FROM TOP OF BANK THERE STREAM BANK .3 0 SHALL FOOT BE LIMITED , THIS THIS SUPPER DEER INS WITHIN A MAXIMUM THE LAST 35 FEET OF THE 5 NOTE; ALL THE NECESSARY APPROVALS HAVE BEEN / WILL BE AIN ACCORDANCE WITH THE REQUIREMENTS IN A 4. NO GRADING IS TO OCCUR IN THE TREE CONSERVATION AREAS OR
AR F OBTAINED FROM STATE AND CORPS FOR AND WEWJD MID 143-215.28 OF THE NC DAM SAFETY LAW 'EMENTS IN ARTICLES GS 143-215,25A TREE CRITICAL ROOT ZONES, Sheet No:
AREA OF 60'6 AND THERE ARE NO OCCUPIIED ~ STRUCRJCTURB STR ES UPON ALLOWED. NOTE; ON MEMO WITH NO ESTABLISHED BASE FLOOD ELEYA710N, SAFETY LAW AND NC ADMINISTRATIVE 5. THE APPLICANT WILL CONTACT THE LANDSCAPE PLANNER AT L=4*0
a NOTE; ALL BUFFERS ARE MEASURED FROM THE TOP OF BANK, THERE E A 30' NO ENCROACHMENT BUFFER MEASURED FROM THE DISTURBANCE AND / OR STREAM CROSSING OR DISTURBANCE, CODE 15A NCAC 2K .0200, THE REGIONAL ENG TOP OF STREAM DANK. EGIONA. ENGINEER IN THE 373-2818 AFTER COMPLETION OF THE SITE GRADING TO ARRANGE
WINSTON-SALEM REGIONAL OFFICE OF THE NC OF THE NC STATES LAND QUALITY FOR AN ON-SITE MEETING/INBPECTDN TO DETERMINE THE CREDIT 120 0 60 120 240 FOR THE EXISTING VEGETATION TOWARDS THE NUMBER OF PLANTS 111 =1201
NOTE; ALL BUFFERS ARE MEASURED FROM THE TOP OF BANK. NOTE; THE PONDS SHOWN ON THIS PLAN ARE LOWLAND AREA PONDS, SECTION HAS BEEN / WILL BE CONTRACTED FO NTRACTED FOR THE DETERMINATION OF REQUIRED IN THE PERIMETER BUFFER YARDS.
Y THESE PONDS ARE NOT WATER QUALITY OR QUANTITY DEVICES. WHETHER THE PROPOSED DAM IS GOVERNED 151 GOVERNED BY OR EXEMPT FROM THE
m nAkA L{AP=W I AW A rv

NOTE: MEET AND MATCH SEE SHEET L-4.2 'GRADING AND DRAINAGE NOTIV FOR
EXTG, GRADE ADDITIONAL DEVELOPMENT INFORNNTION FOR THIS AREA ~5
CAREFUL ATTENTION SHALT. BE MADE TO NOTE NUMBERS: 9, _ ,
DENUDED LIMITS/LIMITS 13, 14, AND 15 WHEN CONSTRUCTING THIS AREA _ _
OF CONSTRUCTION (n?.)
GRADING OF PLAY AREA TO BE PERFORMED SUBDRNN TO BE 20' X 250' SIGHT _ _ .r. r'l-. 11 _ _ ~ - - ~ INV-758.30'_....:_'`.::`.::`.,,: - -
BY CONTRACTOR, PROVIDE INTERIM GRADE 10' INSTALLED BY DISTANCE LINE (1YP,) FINN. GRADES SHOWN (PLAY AREA ONLY) CONTRACTOR _
SLOPE BUBGRADE TO SUBDRNN AT 1.5% 10'X70' SIGHT - ~ - /
6 TRIANGLE (1YP,) - _ -
i - €XTG 4 WW PF1CE
BRICK MASONRY 7A - \v DISTANCE TRIANGLE - t--------(O) , N 6520a56'E 457.8.6.; _ _ T 757 4 , K \c \\.~....T \ ,\0\ 1,
WORK~SOSED I I ` I i 10' % 70' SIGHT OF INTERS I I + (1YP,) PIPE PLUG - - NV \ \
-1 .1 Z,j V WEfLANDF (lYP') ~~B '
_.....11 .LIMITS 0 .
_i . r v ~I I V,765 (&R183~0 LQCALSTREET) I - 769.3.--
20' X 250' S SIDEWALK FLUSH - 4 W FENCE Ir 4 ~ i i ~ \-':-'0'- 1. SOLUTIONS w i v \ L I EX3TING o`~~v vv4V,vv~v" 'ev, 2 3 2 0
DIET E WITH IXTG, ROAR _ N - p 51' _r ` 4 1 l „ \i / ,
LINE/( - - _ =..N 85'22'42°E` BTlJ 4AGE P081IIT AROUND I ' I WOOpEp A~Eh \*o, / / i o W. Morehead Street i I,: „ \ ,
1 7 a WELL HOUSE I ! ~~---rt------ % \A\* 11 / Charlotte, NC 28208 \ a
nQ CLFANOUT. (TYP<) 1 1 1 Y19p_\ YARD I I . \ ! ~ \
r_~_A _PpJfURE LAL !CtO~OLs 1 - f T 4:. , r .r..: . \ !
-7 J J.. : EXIS710NGRWVETI/sNDS . Y I *U*'...., !///\\'`a\ ~....n Landscape Architecture \ Site Plannin
1I ~NIR 770.677014 .....k•:. L.. l t... ' ...~.A\.,. S .l a\\ \ \ \ / a ~ / ,,,a. c..... \
~ ~ 772 3 11 ! \ Civil Engineering ElO611N~.WETT!L, . . . y._---~ / / \ \ , A', . ,
"4 ~ { 769.8 770.7 7 0s; y 77 7 9 f nz x . i' - - _ T^ wwwsitesolarionspa.com
MIN io I k1: ' ! I SLOPE I .I \ ' le. . a \ - ' . \ C \ (51 Telephone-104-521-9880
(TYPJ ' 770.85 _ \ \ ~ 1./ . . ...x?.V,. l .e. , ~r\,\~ . , ' T , Fazsimile-704-521-8955 I \ ? ti ! I`5449 \ \ , ' , `
11D>' t I \ 770.7 770.83 7 1 I\\ 5 R 770.5 . , S \ >s v \ \ OISTING AREA
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IL• +,I Iwv, I B1 \I / 769.4 BEGIN 1RMI6R10M FROM SUPER A uV „ t ELEVATED SECTION TO CROWN \ \ Y/ \\f><I~11 G , ~ 0 \ \ \ \ \ Seals: 41 ; 6ECTION~, UFFROXIMkTE LOCATION) \ \ ! / \ . \ ? a \ ,
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I1I I ' \ na,6 l na.4N3 H s r 1.DX I \ > > n02 n1.08 L6 ul9E CROWN pEC11QN / i : „ ` A . 5 \ ( Hc~a
' SLOP (M " q /L? NCWt J 770.5 T.C.~76 .8 E , I Re ; EXISTING POND 1 v v ~N C.) ? ,
k... . \ 769.3 7 / / WATER LEVEL 752.6 . \ ' \ \ ~i - -.jl*? ' \ , ` 1~fdjW SEAT a =
i -7 .4 s 770. 4 r \
HI 4% 4! PM I ° o ? 772.8 ao / -11 L \ f 1~- 8 02692& u>° E 30' ~1 TRAIL RIRGHT OF WIRY \ \r\ \ - ^e F~ ~.A.\ ;
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IXISTING POND 7\ 15 UNDISTURBED L,,~ \ av~ ,~e v % 1 \ \ 759 .70 I ay4032 " IY/ 1 I ,
WATER LEVEL 768.4 ' a COG BUFFER k r7 T \ 760.00 / $I r I \ „ m .11
1 NON RISDIC110N 772J AL) r: `(TYP \ \ ~ / *
1 a _
ED END SECTION .11a1 / v \„e` '
• r R AP ~ ROf in' 'fF RAP' APRON M)\~o a ALE 05 / 1.1 \ ,
PW1LT L 59.70
? 7 DENUDED LIMITS/IMITS 11 1 i U o ;~I 2 LEVEL'SPREAbER ' ~SU $ BEG1T / L6 \ 1 F.F.E. . FJ-ISTINU : ELEVAPE ?E ON : u . ~ / ELEV.= L .
w I OF CONSTRUCTION (TYP) . I! - i.
_j L<L _ _ - 78C-~ 3 755.00 / Qv OA€D A:
21 0 J v I oI NO SUPER ELEVATION TYP. % ; ? - .....DENUDED UMTTB/UMI 6. - B7, OR EQU ` vv~v / ~ ~~`.y ED UMIIB/UMITB ,I. v,vv,~ /
°0' ON SIDEWALKS UNLESS am: NOTED OTHERWISE OF CONSTRUCTION - - m.. INfiTRUCIION (lYP) \
Q \ 35a \ EXISTING 54.60 vE~ PIL; ;,\\`~r
y 1 / Z WOODED AREA Y 54.5tk. r \
~R a 1 m - - s2_0
` 1Mp MAX RVJO& i, C / f...i:'1Z,-e' \ \ X 3r.~ ; \ J \ - r
I S Z
N yr
\ EXISTING 1 I EXISTING
WOODED AREA 1 \ \ IYQQPSP AREA. s „ ~ \ \ / r . C ,v - F
r Tj + 1 755 b -
\ 1 \ . .y..' - I I ! r7 X/ J7 1 11A \ I 1
1PROPOBED BEPTIC`FIELD AREA. LIMITS ~F TREE CONBERVAiION o i y PREPARATION LIMITED TC
B I AREA, (n?.), SEE SHEET 1 \ \ ¢ f 1
ONLY (1-2,1NCH DEPTH)1 L-5.0 FOR FURTHER DETNLS \ I 42
\ \ \
: I l i- 1 _ ` _ , S
778.63 \ \ 7 t% I 1 f/ V /~N ~2b 1~,9' I -0 I :::f EXISTING / Si' ~ 7 f 25`v v,v ` M 0 44
\ - - ~ ,,WOOD EQAREA
- i ~A \ \ \ ' \ , - - ay
- - 1 1
or: n: 7 f~ \ W I /I I R -
779.6"....., * \ e /
.ee \ f\:, (4.0 ~,~~aa 779.1 R 4•. \ \ \ w\ _ \ ~a V
EIP w cap L , * ! \J ~T~% Vv V~ 1 1 o~'ln F
ao,.. (240.61) ? \ _ _ , TCA \ \ 1 EXISTING POND 2
(EIP 0.20' EIP w/cap 4' WW FENCE`; : / / < - ,c , ~ , x - WATER LEVEL 742.2' A ELEV.= , ' Q ~ _ . - - - , . Az. -!N l I ~ ° 743.00 -
1 -max ~03 K
- 1 4 v '1~ TI oMr3(
- - a 81415) a~ , , av~~ . .....1. ` T/~ .1 , 0 ' V
SHIRLEEN FOSTER /B5roe001N 1054.76 on xa* 1.4 \ \ \ \
1262 RANKIN MILL RD W' J/ : ' ' • ` ` x y-;+--` \ :.v - ~e r
PID# 050401890043600021 I - / :FUTURE 30'~wID vvv, \ FENCE \ ~ , _ ,
\ 44
I i r TRAIL RIGHT OF WAY DONALD F. BROWN & ] / v v _.111ft1e X322 , ,yz \ / S~ 4 F l / 750 f ~ ; . ? ' ; . , _ V til v \ti \ , \ i(~ (x ( I U
_ I HUTSEIN H. BROWN
\ / ,4
1256 RANKIN MILL RD t v
----------~I PID# 050401890043600017
EXISTING POND 1 I ~'(?::"c'"c'~ \ WATER LEVEL 749.4' 1 I ee~ __,."L/ ~ ~ . gip`
I STORM SCHEDULE Storm Drainage Schedule - : -MY \
I e P.Pe I FUTURE DOCK ! \
Station Structure 5auctrim ,GmhAtm GmtelRip Rpe P_pe Pipe Pipe PQePoe Station Structure Structure GraleJRhn GmteJRhn Pipe Pipe Pipe Pipe Pipe Pipe Nd No. Type Type Ekfetion Invert In Im it Out Material Oaa Length Slope No. No. Type Type Elevation Invert In Invert Out Material Dia. Length Slope 'P ;ngth Slope I `,I e,
ns Oese an [FQ [FQ [FtI Ilnsl IFt] [FtlFt] Oes Ft] [FtlFt] Description \ V. ; \ ^ ~I ~ - .i::
G119CI 796 j~..J 741 AO PCP 15 6r1 _j_ 0.0QV .':Ups, 30 OAQa ,Ilpsireamend Msys1em NOTE: X \(d' .
2832 CamPEunw MB:1. 7756P 77185 RCP 15 174 0040 Ilpstmamendofs"m Sg ori34ronnectmFES21 COLOR SHADING ILLUSTRATES I I (.V
AMP BURTON RD. camn _ DI 20 DI 74370 73655 73400 RCP 15 Sg_ OA34 Porn 2825 D12 DI 76090_ 7648 76960 RCP 15 157.. 000 uomikt D13 BUFFER ENCROACHMENT AREA I I .l ; Project o. 2
0 FES 21 FE5 ' 732.00 .:::0. RCP 1' Ftnl J 15 144___ 000 uonngiistG4 4 , 4 . , - " . . PanpagednWral atSystem4 ~ * ~ y N 376 C' a Drawn BY S. Hlrsch
013 DI 76760__ 76380 76330 RCP J EXISTING POND 3
KEELEY RD~ a_4 G 76890 7625 75'5 RCP 15 171 000 uonpgiist,65 _ 0171 DI 79600 741 G0 RCP 1 198 9A46 lkrs? 19fl UA46 ',lkEStreamendarsystean J' WATER LEVEL 741.5'
2 2830 _ 7P.1 ?p '..p RAP i C.nnnedefnmfF541 B,G ; a' ( Designed By: ].Ashbaugh
2 6 )l 24 DI 4085 734,75 73450 RCP 1` 103 ?A13 (Omi 103 ?016 :~)nne sm D.26 Checked BY ].Ashbaugh
.65. 7708P 76170 761,70 RCP 15 276 0005 Cunnedst.86 _ 7 475 PCP Pnni lbnnednfrom Dl23_ I 9~
.66. 13 76390 76030 76030 RCP 15 64 0005 Cunnedst FES D126 DI 73655 73260 73240 PCP 15 42 OA10 PAre TCA
42 0A10 Cnnnectta FES 27 Date: 10.01.08 ..,Qrnnecfifrom Dl25;, I I
SITE 2829 Ff5.7 FE ; 732 60 RrF Orni 760?0 RCP 15 Pm@ased outfall ofS}stem i
FES 27 FE5 73200 PCP 15 Prot 2832 / FE53,1 FE _ 797?0 RCP 15 99. 0.037 Cunnedst Ci4 "posed ovlfalof5xs4em I W I 1 TPAL ROVI51?ISf
2770 DI 2T:.. DI 74220 73820 PCP 15 54 OA64 P:onl Z ROVM \l r 54 0?64 C'nnecttaDI24 + • WILL CREATE MORE IMPACT + 0707.09 ISSUED FOR TRC REVIEW
HUFFINE MILL RD.
ff$11 FE 742.45 RCP.. 15 .i...... 26 0009 Ilpslrevmend of cohsrf - DI25' DI 73070 73330 RCP 11 1 68 OA10 6ont se ?01o nem D126 :j:j TO EXISTING WETLANDS vv' 0902 AND EXTG WOODS 09 ISSUED FOR TR(REVIEW
2848 FE511A FE 74220 - RCP 15 Pm@nsed outfall of culvert 2848 4 v !-1 09.17.09 REVISIONS PERN(DOT
m DI 23 DI 74600 740A0 PCP_ i... 15 90 i OA20 Ups, n 2827 _ _ _ 0000 90 H2O 1"Tamend of system
16 (LOOP) FES13 FES _ 74030 6WP 1E 110010 Culvert Extension _ )l 29 DI 74400 73820 739A0 RCP i` 112HM 61nt . 0 ADDENDA #1 /NCDENR REV. 10.19.09 117 ?A30 .CS)nnne&mDI 30
LL i...... 0 NCDENR-LQSREV. 10.29.09
DI30DI 73924..: 73345 0 nl FES 11 FE - - 738A0 CNP ' 1.2 14.00 0.010 CuNertkxtenspn ..73325 RCP 15 56?A21 VICINITY MAP 56 ?n21 .rnnre>.tw FES ~4.. EXTG, POND UMI15
m H FES 31 FES _ 73200 - RCP...A... 15 Rol ©COG ENG.REV. 12-I5-09 Proposed Guwalof System,,,,,,,, / \ . ~a~ /
a FES 14 FE 75950 RCP 15 477. 0005 IIPstreamend of sgstm ER N Z] \ P / 22309 JORDAN RIVER BUFFER REV. •
®171... DI 73885 73235 RCP 15 63: ?Li06 0115 01 762,70 75025 759A5 R.CP 15 62. 0006 Connedst 0116 llpsi X.~~ ~4 j l 6a ???5,Plp ireamend M s_ps9em ! 1 h5 \ \ \
^ i. i.. FES 33 FES 73200 RCF 15 'Pltl 0 Troposed PWAO Sysiem \ *A j
b 0110 01 76275 75870 753SP R.CP 15 144 0011 Cannedst..137 ?
..117 01 760.5_ 75095 75615 RCP i_ 15 105___ 0005 ,C.omedst FF 16 40 0 20 40 80 FES 34 FE5 ...73460 PCP i__15 24 OA08Ilyss 24 0906 :I1p ireamend of cuNe 8 \ 1 F`A / jr S heel Title:
! i... w 1 =40 FES 16 FE 75G 20 RCP 15 - Pm@.a.d autfnll MSY.. . em \ o
w se .:FE531. iEW` 7 440 . PCP 15 ,:Prof x N "posed oulalof_culmt i ` W ; 'I•V ~ \`~a
m 3 EXISTING WOOD -
K 1~'ieS I I Io TO REMAIN * UNDISTURBED U F.F.E (G; Grading/Drainage
LL d-Cakh BaiNCDOT StIndex No. 99001 and 84003 j,... ,,,,j, o \ ELEV.= $p ? 70 REMAIN
m D1 Drop Inlet NCAOTStlindeehb84015 and 84016 1 z © R.P Reiht"d Concrete oge,Class 11I.Va4~ight oon~ucLon (L nng gad,:kj::_ . 4ND(STi~RBEt) a DONALD F. BROWN & I z _ 743.50 Plan
a FES Flared End 5eMn; WDOT#s 31002_______________ SEM HUTSEIN H. BROWN West
.13 Juncbon Box du64anhole NCDOT N's 6403284054 SEE SHEET L-40 FOR TREE PRESERVATION 1256 RANKIN MILL RD
16 PID# 050401890043600017
NOTES AND TREE PRESERVATION
CONSTRUCTION SEQUENCE NOTE; SEE SHEET L4,0 FOR ALL XIPNG WEf1ANM E$
STOP!
BEFORE YOU DIG CALL GENERAL POND AND BUFFER THE INC ONE CALL CENTER REVISED ALL DRAINAGE NOTES AND CERTIFICATIONS, ~ Sheet No: NT
1-800-632-4949 © STRUCTURES TO HAVE NCDOT a: / E•XrSTING WETLANDS iR•~:::S'..
ITS THE LAW! STANDARD NUMBER REFERENCES. GAG . . TO REMAIN . . . . G . - UNDISTURB{D 11 1 0 5 GRAVEL TRAIL L=4* I
T
0 0 0 USE CROWN 5EC`nON
Y N rv I
m rv

MEET AND MATCH 3c EXTG. GRADE /W-MON,
2832 Cmp Burton
Mvumuem AMP BURTON RD. ~p ~ ~ 761.2 - * 0
2825 30 C) I T E 51.50
OOFFNCONSTRUCTIO/N (TYP,) =
1.7 2830 g KE RD. 20' X 250' SIGHT 3D 7 1 170 \
"Bon
z 283o DISTANCE LINE (TYP 4
30 10 X 70 SIGHT
/gyp 7 \A, ,
1- TRIANGLE * .1
SITE zazs 30 f. 12V RC761 P 9 X04 E 239f j
2832 r ` / \ i:d' ~ - ~'.....'a; 1. ' ::$;~4.' \ \ Xxxx: * 5 \ \ 74770`'` SOLUTIONS
2770 i~ o~L51F a N 120?' RQ- 29 R~ ,
HUFFINE MILL RD. v
23~ 41 / 30 ° 0 74 .52'
zsas zeae wolwpw loop p \ 50 ~4N 2 3 2 0 i
2827 40/ W. Morehead Street PROPOSED SEPTIC FIELD AREA. G?<?
1-840 (LOOP) / : • .:?:'iiiiiiiiiiiiiiiiiiiii:;<iii's 747.4 OBTAIN POSITIVE Charlotte NC 28208 GRADING LIMITED TO : ; »»»»»»»»»»iirs»»is
DRAINAGE AROUND PREPARATION OF SEEDING BETT\, I
VICINITY MAP 30 -'a.-'j ~ - ~ ~ / " * 760 i~ 7 WELL HOUSE I n 5 ONLY 1 2 I' H DEPTH r, NC Landscape Architecture
Y~ (ALTERNATE NO 5f •11 ti N 1 SEE UTILITY PLAN FOR AREA / / ~4~ 747.70' / Site Planning
30 rE 343 14A DGA
Civil Engineering
30~°'S 141 NV-RF~ EXTG. GRAVEL www.sitesolutionspa.com
CGS ON 91w * o xA Telephone-104-521-9880
7 .N 701T32~E Facsimile-704-521-8955
w ox, 114 5.
ATE 1 V-746.9. 6 y J \ V 4.698 , 1
1 _ Seals:
H19`~Z6E111 ~~~(oe / TANK , ` • / ;b" EXISTING 17 a~ / 4 `2, 2 STORY or, 75 7 .2 y a; 1 ,
FRAME \ 'I M
~ , e ? HOUSE 755 5S.93
FUTURE 34 WIDE a~' . ? , ? , CONTRACTOR 15 RESPONSIBLE FOR All TItAIL'RIGHT QF WAY: LE FOR ALL 13.48' Arc / TED WITH I$ /4 ).00' i / / M b uu'uuM
a / SITE PREPARATION ASSOCIATED WITH , I ~ E ~ ~ or BUILDING INCLUDING GRADING PREPARATII TCA ~ i 16, PREPARATIO / I I 1h
......AND INSTALLATION OF BUILDING PAD ANC A\- , DING PAD, AND / I 34.24 Arc I 1 ? ¢R,,
TCA SEEDING OF DISTURBED AREA. OBTAIN C0 , A " 1 P05RNE DRAINAGE EA. OBTAIN l \ N.96 V A. ? \ \ , 1 ~VA" SEA! o
X
ti. i 74N! 2 b, 'USES . 'ING 5LOP 5ECT10N . 748.2 NCDGT 026926 e
GRADNG OF PLAY AREA ,VJOdED AR€A , „ • ; T TO BE PERFORMED BY -i / fs _
I CONTRACTOR, / ¢ FUTURE PARKING s, `Rk N °0
y. ~y ,PRfMDE INTERIM GRADE 10 IN&TALLfD;ISY ; _
BELOW FINISH GRADES SHOWN ! E C6f~TRACTOR i ,o+ I. Room 3 • SLOPE AMTTING 5WN E LINER.
1 (IN PLAY AREA ONLY) SLOPE 7¢3.8:. 764. GRADE TO $UBDRNN AT 1-5%'--- NAG $7b OR , NOTE?......,. \
G E.... ? 745.2 F. _ COLOR SHADING ILLUSTRATES /
In- ..ol - - - 4 NCD°fBL IF ENCROACHMENT AREA MAINTENANCE AREA
E 'y?. i . f 637 45.2 s:'7 .5 ~4S \ \ \ NOTE: ALL GRADING WORK IN THIS ARE 15 IN (ALTERNATE NO. 5) ~ lb 7441 , \
, w
ASP TRAIL' 746.98 ti® R b A : Fcarom - - - \ \ \ P IL
a .751.0. ~ ~ *elo,la: ~ b.:,tJ E RUNNI 7 RuyrN1 B ESE ©N . \ ' \ GRADING AND DRAINAGE NOTES U E 16-
/ n~ 4; 4 6 . , 1: EARTHWORK QUANTITIES HAVE NOT SEEN ESTIMATED AND SITE AS SHOWN IB NOT
/i j vi ,7 24 74 FUTURE BASEBALL ASSUMED TO REPRESENT A BALANCED CUT/FILL CONDITION.
r ;TCA 761 , _ / / 6 Q2 - OUTFIELD FENCE, N.I.C.
PLAY ARFl mot n t T D NE w _ \ \ 2. CONTRACTOR SHALL PERFORM HIS OWN ES MATES AND SHALL PROVIDE ALL w 1 EAROWIORK NECESSARY TO ACHIEVE THE DESIGN GRADE, INCLUDING ANY OFFSITE
HALT TRAIL FLUSH WITH V ,~e1 1 LIMITS 16. / / \ P 747 0 * BORROW OR SPOILS REQUIRED. CONTRACTOR SWILL PROVIDE POSITIVE DRAINAGE IN ALL GRADED AREAS, INCLUDING PAVING, LAWN AND LANDSCAPE MEAS.
a J 1 1~`' 763.05 / 751,64 174720. g6PHAL Rcaar a i°v 74 \ \
82 1746 70 I - X0,7 j ry 76 . / / 0r4 7613 6' LANDING y I ' . 0 \ 3 THE CONTRACTOR EHJ IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND 7 \
V f 161,4/ 26 SLOPE 754.5 n~ Rcom y 761. ~ 0 EX G. SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING.
/ DI 25 \ ,5 7495 748.0; \ ' s' \ 748.6 a I Mrmr ;y DI 30 r'. 4. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO f: ff4'fffff ???Sfffff::~:;;::r
\ \ 7 F da, 0 X- 751 !61016 A 48 6 47.17 NCDDT / \ ; , - " BEGINNING WORK, BOTH PUBLIC AND PRIVATE. CONTRACTOR 18 FULLY id^Tfff~:>`•`:".:'......:::.......:aa:;^.,;.:ffff: "ff:8:1;, .76
, 762.5 RESPONSIBLE FOR ALL UNDERGROUND UTILITIES AND WWI REPAIR ANY DAMAGE ?4~:.::4f{ :';:;:;;:24:24:%%224:4>%'r.<fff$f:::;::• "?o:.::::::::. ` ' . AS A RESULT OF THIS CONTRACT.
762.7 751.4 ~l+CLGNOUT,IN(TYP l 3 SLOPE MATTING 9WALE LINER A (z 1 I,xy,.,:::..;...,,;:..;<:':;:;,>..:>•`
J 761 1 74 • " ` BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO ':N:w;,..,, "'t~Rl::::.. ::t~ ~ • ....N1G 675 OR EQUIV. Ix CONTRACTOR SHALL EXIBTN6 GRADE _
76 6. . 747 NWN CONTRACTOR Pi RESPONSIBLE FOR ALL 0
• . 761.04 ~ • ` , . h PE DIRECTION (TYP,) 7 7y '....:::....o 81007 S THE PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN IN DRIVES, PARKING • SITE PREPARATION ASSOCIATED WITH ~ LOTS AND SIDEWALKS ARE FINISHED ELEVATIONS INCLUDING ASPHALT. RE$R TO
0.56 t' . ~ ~ ¢1.25 9.6 BUILDING INCLUDING GRADING, PREPARATION PAVEMENT GROW SECTION DATA TO ESTABLISH CORRECT SUBBASE OR O cz
/ DI s.: 50.2 T) 0 7 I xcoor END GRAVEL___ 1 739.5 AND INSTALLATION OF BUILDING PAD, AND AGGREGATE BABE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS ` EEDING OF DISTURBED AREA OBTAIN CONTRACT.
1 fad d 48. , o 739.1 108, L 739.1 NWm ago ' ..)a;.;•?.;;~ , V, ~.P05TTNE DRAINAGE MIX U
750.45 7. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL S PUN IS SUBJECT TO A FINE 0
racoon TRAIL L S. STABILIZATION IS THE BEST FORM OF EROSION CONTROL TEMPORARY SEEDING E to 0 236.15 6 NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND 0
76125 USE 5L 4 6. USE SUPER ELEVATED SEC110 FES 85 ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION
747'b AQPHA NWff \ SEQUENCE SHOWN ON THE PUN. ALL SLOPES MUST BE BEEPED AND MULCHED a Z uttoos WITHIN 15 WORKING LAYS OR bD CALENDAR LNYIi, WHICHEVER IS SHORTER. ALL ASPHALT TRAIL
51 749,2.. f 5 ,755 USE CR SE CROWN SECTION OTHER MEP, 15 WORKING DAYS OR 90 CALENDAR DAYS WHICHEVER 18 SHORTER rr^ U
W£LL 9. CROW SLOPE OF SIDEWALKS SHALL BE 1/4'/Fr. (MAX). N ~ HOUSE- d
,rarmr 748. F ~ 10. ROOF LEADERS SHALL BE WR-35 PVC, 811E INDICATED, 1.56 MN. SLOPE, 18'
EXISTING Q / ~h al 0 5 All OpUEQ AtEA A ti r FLARED 0 S CLASS BC RIPRWITH AP (9 TONS) MINIMUM COVER. b. RIP RAP APRON TYP, Q
5 IJNdgNG AT 2X b. RIP og,~ - "J1 T f SLOPE T7.) ~ EXISTING a 3 ~i' 11. PIPE LENGTHS SHOWN ON CULVERTS INCLUDE FLARED END SECTIONS.
:T f b , T AV WOODED AREA b # USE CROWN S LT TRAIL 0. N. ~ 12. UNLESS OTHERWISE NOTED THE PHYSICAL CONNECTION BETWEEN THE SITE ROOF ;ROWN SECTION
a I9,~, DRAIN PIPE AND THE PIPE INSTALLED BY THE PWh6NG CONTRACTOR BENJ. BE 3 F
-750-. 9 MADE BY THE SITE UTILITY CONTRACTOR. ~y L
. 13, LANDINGS OUTSIDE ALL DOORS SHALL BE SIZED PER NCBC AND NO VOL '-C, BE
S b NAG 87b•-OR'E UAL HALT TIRJ Nff5LOPE-5E ON-,~i~1I„ /f W v'~ may. ~ ~ rl i Gl l1 i 49I1:9. t ~ i ~ f 1 i AT THE SAME ELEATION AS THE LAD SHALL HAVE A MAX. 26 SLOPE IN ANY Niiii DIRECTION INCLUDING N THE L
/ W SEEEET KP-1~01 THROUGH KP-108
0 I / 14: THERE SHALL BE NO DEEIGTATED PEDESTRIAN ROUTES FROM H.C. PARKING TO OR CONTINUATION OF WORK ASSOCIATED COMMUNITY GARDEN ARM, GREENHOUSE, GARDEN WASH HOUSE, SPRAYSRtOUND
A`- f 1 WITH MODIFICATION OF EXISTING EARTH FILL REMRPAMLO~ WELLtWSW, PIAYGtOUNP, SHEDS, GARDEN SHELTER, SMALL
1 743 7 ..TS v I.. IdBNVKMENT DAM, SHELTERS, MULTI- RP08E FIELD MAID STREET, HIGH EXCEED A 56 RUNNING 5 » SLOPE IN THE DIRECTION OF TRAVEL AND A 26 CROSS SLOPE.
• a»>N01E; THE PROPOSED AND EXISTING 15. THERE SHALL BE LEVEL TURNING AREAS (MAX. 26 SLOPE N ANY DIRECTION
WATER LEVEL r. MtRm L~No... r~ 7A0 _ 73"O± »»:CONTOUR LINES SHOWN KP-101 THROUGH INCLUDING IN THE DIAGONAL) ON ALL BID&PLKS FROM H.C. PARKING TO
FE13 L _ KP-107 MATCH TH05E SHOWN ON SHEETS COMMUNITY GARDEN AREAS BPRAYGt011ND RESTROOM, PAVILION WELLIOUBES,
. alooz LIND 1--4.0 THROUGH L-4, PLAYGROUND, GREENHOUSE, GARDEN WASH HOUSE, SHEDS, GARDEN SHELTER, 4w?:.,'' \ \ SMALL SHELTERS, MULTI-PURPOSE FIELD AND STREET, WHERE AN INTERBECTWG
2. ENLARGEMENT { " * BID&#" CONNECTS WITH R.
42. 744.06 744 O6 DETAILS THIS AREA a 18 CONTRACTOR SHALL WORK WITH DESIGNER MAID BPRAYGROUND MMNUFACNRER TO
rN \ FIELD ENGINEER SURFACE SLOPE OF CONCRETE PAD. PROVIDE A MN. 1.66 SLOPE
f`* 7435 wFES arn 5 6 ASPHALT TRAIL ~ : ASPHALT SUPER TR& E 13 UBE . rot b * ` 12 \ TO GRAVITY DRAIN SYSTEM IN SPRAYMOUND. PROVIDE A NON-SUP GRITTY FINISH rr ON CONCRETE PAD. CONCRETE PAD SHALL BE SLOPED SUCH THAT SURFACE
743^ FES SUPER ELEVATED SECTION SECTION E ISE SUPER ELEVATED 6.' \ WATER RECIRCUTATES THROUGH THE BPRAYGZOUND PIPING/PUMPING 8YB1EW ECTION -R
20' ZONE 3 1 \ NEW i 12 BUFFER E 741.2 SLOPE MATTING/SWALE LINE MINIMUM RELEASE NEW POND LIMITS 17. ALL THE NECESSARY APPROVALS HAVE BEEN/WILL BE OBTAINED PROM STATE AND
A b. NAG 575 OR EQUAL 1 CORPS. FOR ANY WETLAND DISTURBANCE MD/OR STREAM CROSSING OR
PIPE, SEE BEGIN TRANSITION FROM CROWN 102 ! a 1 y4A DIBIURBMICE.
is SECTION TO SUPER ELEVATED
SECTION (APPROXIAMTE LOCATION) i r 43.3 ;~~~j ~;~r,? G:F:I.=. IMF' RTANT 18 EXALL CEED N THE PI IE PARKING EP CESE ARE AREA SHALL NOT EXCE® 26 ELOPE IN ANY ANY DRECTION INCLUDING NG THE THE DVG01A1. Project No: 2376 \HIGTERMRfENT rr Drawn y: S. Hirsch
V` 740.1 c / , b ASPHALT TRAIL 7 .5 e N730 STREAM jr 19. N RETAINING EATER THAN 4 HEIGHT REQUIRE A BUILDING PERMIT FROM C M GR
1 t , - - _ ' ' ' ii f i:L:;':'r.;;:::: • ~ • , A ~ _ ~ I , Z':`\Y"`( 730 _ " " e: Lb SUPER ELEVAIED SECTION NEW POND LIMITS IPA/ - ~7 1 x 00518ne Y ].Ashbaugh
1 - " ~ 734_,
c ` , ,..T , ;cam, I; ~A < c:?h KIVIAI DAWN - LEGEND
" EY'1 STL PIPE I 4bd ' / NEW WATER LEVEL 732.0 'SAM-BOG--AREA....
t INACCESSABLE 00 \p\\ ~~"3 a \~ti Checked By Jh g
TCA I a / IX FE313A \ r T. 31. 71 . T EXISTING SIGN --SS-- EXISTING SANITARY SEWER LINE bau h t Date: .Rlo.ol.08
:i W 7 T3 w 72 3'" z BP EXISTING IRON PIN
I %TG 2 / a. ,A 3EIv 'y V\A~A J y /TCA -W- EXISTING WATER LINE EXISTING LIGHT POLE
6 T3 W 77 ` % r ~ 1~~ T W =735,q i I a -G - EXISTING GAS LINE p Revisions:
o .'A EXISTING `h $TQR13 0 X ~ R/W PoGHT-OF-WAY 30, V EXISTING CURB AND GUTTER 07.07.09 ISSUED FOR TRCREVIEW
\v\ BU ENCROACHMENT 1~Doo~o aR> n'. -eel _
?~StiI°?13s [v dE U '1'v\A\/ w 09 091SSUEDfORTR(REVIEW
i`PR7O v r`PA &C, r- P TO FOND EX. SPILLW it \,o., i r ~v'~ A~\ , 'tom INTEF NTE(~MI EN (ZONE 1 HC ACCESSIBLE SPACE PROPOSED CURB AND GUTTER Tj T SIT 9+M *o*` * - - EXISTING TREE TO REMAIN PROPERTY LINE Revisions NCDENR-LQS Rens " 91509 we"
` 4' PE Q 4 PERFORATED SUBDRAIN, TO .E EXISTING CONTOUR LINE
DENUDED IJMRS LMRS DRAIN TO ADDENDA #I 1019 09 I DRAIN TO DAYLIGHT - EXISTING FIRE HYDRANT )
stSr 725- PROPOSED CONTOUR LINE 6 COG ENG. REV. 12.I5.09
3\\\ * UP CONSTRUCTION \ \ T' PROPOSED FIRE HYDRANT GRADING BELOW THE ELEVATION OF THE t +729.3 EXISTING SPOT ELEVATION
6. USE RUNNING SLOPE SECTION \ \ V EXISTING POND F.F.E.\'\ 0\\1\ ::.c * A\ \ ` ASSUMED BOTTOM OF POND 15 REQUIRED, ®"v EXISTING WATER VALVE DI 12.23.09 JORDAN RIVER BUFFER REV.
SEE STRUCTURE DETAIL ON KP-105 FOR \-725.3 PROPOSED SPOT ELEVATION
\ a I. ITS ELEV _ o ` 3 \ * \ \ ELEVATIONS OF CONTROL STRUCTURE. mem EXISTING WATER METER r r GRASS SWALE
X ES 33 . ~a i \ \ \q_a\e a\ \ 737.00 \ NO ENCROACHMENTS, FILL, NEW EXISTING GAS VALVE TEMPORARY SILT FENCE
p F I prom Lc DM CONSTRUCTION, SUBSTATTIA\ ALTERNATE TRAL ROM IMPROVEMENTS OR NEW DEVELOPMENT 15 ~ EXISTING GAS METER
741.5. PERMITTED WRHING A DISTANCE OF 30 TEMPORARY TREE PROTECTION BARRICADE 6 \ • DOES NOT PROVIDE A POND FEET FROM TOP OF BANK, (TYP, FOR ® EXISTING SANITARY SEWER MANHOLE EXISTING STORM DRAINAGE LINE Sheet Title:
a 363' / S` \ w \ r ~^.a..,... y.. 4 TCA 73$.01 \ \ \ SIDE TRAIL IMPORTANT' INTERMM-ENT STREAM)
w EXISTING POND LIMITS Y y \ ,
ASP f TRAIL " ` \ ry°` a» \ LIMITS OF TREE CONSERVATION . ACA , , , , ' ATION \ • A POND SIDE TRAIL IS NEEDED ® EXISTING STORM SEWER MANHOLE m PROPOSED STORM DRAIN PIPE FOR DAM MAINTENANCE AND PROPOSED ROOF DRAIN PIPE
a A\ • . : 736.T •i LG 'USE SUPER:EIJ:VAIED , •''.,NiFh, (TYP.), SEE SHEET w L-50 FOR FURTHER DETAILS AILS EMERGENCY VEHICLE ACCESS '%M 2 PROPOSED STORM SEWER MANHOLE Fl
a 1: SECTION 737.8. EXISTING DRAINAGE STRUCTURE Grading/Drainage
C()? EXISTING UTILITY POLE Plan ¦ PROPOSED DRAINAGE STRUCTURE
- EXISTING FENCE - - - LIMITS OF CONSTRUCTION/DENUDED LIMITS East
:::::'t>:;>.':'•\ V, .te`•'y: ,1,\`\,\\\ n\\\ UMITS\O; ' \ ti 4 ~A ' WETLAND. (T13 \ -
~lE- EXISTING UNDERGROUND ELECTRIC LINE
s ~ , ? 4a ~ ~ \ ~3' / ~ AL76NIATE TRIAL ROUfE u \ , y \ © REVISED ALL DRAINAGE _
v* ~..f CA__• .'r • NEED NEW TRAIL TO BE LOCATED IN m \A\\ i r / NE 2 BECAUSE: ZONE . o SEE SHEET L-4,0 FOR TREE STRUCTURES TO HAVE NCDOT --OE EXISTING OVERHEAD POWER LINE
6 ABP T 'TRAd * Y\, i y~ , USE PER' ELEVA D 1 1. FINISH ELEV. ON NEW TRAIL 16 PRESERVATION NOTES AND TREE STANDARD NUMBER REFERENCES. -T- EXISTING UNDERGROUND TELEPHONE LINE
736 TO MINIMIZE EXCAVATION (EXTG. 51 g
\ " ~TCA \ \~e' / I BOARDWALK ABUTMENTS ROCK JUST BELOW SURFACE STOP! r ( \ E)71STING WETLANDS I' PRESERVATION CONSTRUCTION NOTE, BEE SHEET L4,0 FOR ALL TREE CONSERVATION AREA (TCA) LIMITS Sheet No: P! GENERAL POND AND BUFFER
C -_'I } BEFORE YOU DIG CALL . .\t Y 2. LOCATING TRAIL OUTSIDE ZONE 2 DIG CALL SEQUENCE NOTES AND CERTIFICATIONS, TCA TREE CONSERVATION AREA
EXISTING WETLANDS' ` \ TO UNDISTURBED REMAIN ALiEFIATE 11jAL ROUTE WOULD REQUIRE USE OF CONC. THE NC ONE CALL CENTER - r r • WILL DISTURB MORE 1-600-632-4949 L=4*2 ,ALL CENTER 40 0 20 40 80 Q-4949 n _~i
o\\\~ / rXI$71N0 1 \ RAMPS AND METH HANDRAILS TO BE LAW!
Y y WOODED AR WETLANDS ADA COMPLIANT IN THIS SECTION IT'S THE LAW!
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