20070218 Ver 1_Site Plan_20070221

8,fl WALL ELI #.4 r ~A1. ~.C WALL ~!+i5"I'I~lt?mQN
~t~x~~~m~~s~~x~w>~ ~r ~~au~~,^srm 1.i CONSTRUCTION AND tNSPECTiON OF THE SEGMENTAIM RETAINING WAtI SHALL B 8.1 THE DESIGN WAS PERFORMER IN At,CORC D IN ACCORDANCE WITH NCMA OR AASHTO
1'. I ),Ilt {{,f~ ,1}j IC' Ijl 11{iI li I, .I l . j ' s ~~y MW~~fC~'k~k'r, Yetl~ ~ t :GW~+YP,S97~'i:`~~•: ~i 'W'~tS OF THE BLC?CK AND GEQGRID •i THE V~ALt St'IALL BE CON:~TIZUGTED IN ACCORDANCE Wl7H THE SKIN GUIDEIJNES FOR MSE RETAINING WALLS E IN ACCgRI}ANCE WITH 1NE RECQMI+~ENDATIC?NS gING WALLS BASED ON S&ME'S EXPERIENCE WITH POINT, NORTH CAROLINA AREA AND INFORMATION
' }i ~ °il 1 ,I r, iir,4 ' Ir ' I' i' 1, I .ly ?WYY#'S {I t t, `E{ iit , tf' 41 i tili~ji} .17. '!i;}~ rl i~' I ,i,l~. TI VI S ANC} DETAILS AND THESE , MANUFACTURER S RECOMMENDATIONS AND THESE: REQUIREMENTS. SOILS COMMON TO THE HIGH POINT, NC?F MANUFACTURER s}, THE: Et.EVA ON EW( ( ) A N . PRESENTED IN A SUBSURFACE EXPLORAI SPECIFIC TIO S SAND E1.EVATiONS SHOWN CE EXPLORATION REPORT PREPARED BY S&ME, INC.
i i 't , ~ N+'k'S,,6y'Ri«'"tl3.~Y~'r f ~"da1GlU"}fic`~5~". 'f}' i'sii' '.it;~~ i; ?iii:; :I;;~' l '}i; i,S(li!! ..j a ;,E,i! 1; 'rii 11'11 •I; ,r, t. rl,' 1i,+itj'iilli~ I EI ~t !j. ii, ,i, i;~;+ ;''II',.,:~~i;s: ,ili,si' }::Ifi~~lt iii#1`' S;'iilfi; I,, ;j: ,I; 5.2 INSTALL GEOSYNTHETIG REiNF4RGEMENT` AT LOCAiiO#+t THE FOLLOWING DESIC~! PROPERTIES WER ON THE wALL ELEVATION . ~ ~ a wAll GONSTRUGTION: ~a VERIFIED PRIOR T )PERTIE ME USED FOR DESIGN AND SHALL BE )NSTRUCTION:
' ~Jrc IIS, , i }!~Ai~`v_'T"`v.'""':1611' ' IG~I~~~~~~~~~R;"}n*)I~#', ~lM~''Sf'`iN7'VW-.~''Ta7.k},l'SfJY4~§A~H~%~ki%lX ,~L ``:1 I,SI 5~~,~13± ',~i I'~ {1 i ~ :iE ^I' Y jll!ti)~ili y i. { ;i~iitiii jf II ~ ~`K1 ~ /'`r°
yi "5 ',f\\`, 'rfi~flls'yiV#: •1 `•Vf ~i; :CI , ii, iil~!!ii~li'; `iiii>iRili .I 3 I f { j} I{ R ,,~s^ S,,,,. ;,,,7. `y~ \~S~"J~~ S i ; } f t S { ! ; ' l ~ `1 S , 6UfIX+ I 1 t I t i : I , I , I I t .E t I . , $fy.$y ,C,rAfl ii / f°,, ~ 2.i REINFORCED BACKFiLL 5.3 REINFORCEMENT PANELS SHALL BE CONTINUOUS. SEAMS CONNECTIONS 8.2 DESIGN SC~L PROPERTIES f', .~~,''r~ ARE NOT" PERMITTED. SPLICES OR OVERLAPPING IN THE: STRONG DIRECTION tiF'
~;t ~ 1` '~i,'v CI;}I.l'rl; ,1° , i iii `i;i :jli+;t,';!;}I# ;):'Ii+lil,l'it t!`` i,}itl~E !lii v \ ~ yy~a };,;.}t,'~~I.,jt,!4Y'~; :,':I,li 111jt,it(fitEilj °i;E,! I;i' ~II 41r~i;~11 ii;~i`s;+` SfIEI'llj,l~` .,,ri ll 11 .'R." S'... yy ~ '~~v, "~yI#f{~~Y'',};iS;i' y i4;' rliil'}E:I jjlti ,}{Ii.ii 'iiy~lll 1i S f3ti;f'rJ;lr :it~t' i!I ,i'4i~i /',~~,d/ r I , V ~ ' ' . ~ ~ , i i , j t i i i ' , i t 1 . , " w ~A+~7.'~~nJlktr~;n~"1 ~(S'+?/~?, / rrr , ~ 2.1.1 SOIL PLACED IN 1NE REINFORCED SOIL ZONE SHALL MEET THE FOLLOWNG ,r r'~ P ZONE , ~ ; . THE: RF.INFORCE~IENT ARE NOT PERMITTED. ADJACENT ANELS SHALL BE CRITE~tA: t t~ U R ;,,,r~s',~r.,~ r,r.',~~,r,.. %r, s ABUTTED. 100 PERCENT RE#NFORCEMENT COVERAGE REQ I ED. , c' "#n
' ~j ~,\1,' 1~v'`t`,5, '1'\, I R,, ,i ~ i, EI~~{ ,,,I 1; }f'iI, s'liE;`tiil' } ~ ilIj111! ?~/,i;~i^~' ,.11 '~'1\1 \1 ~ t { ,:j' }t,',1; '~tl I rl,j Il~~ill~, Ii; '~Ij#: "~`11', r~' i~ '}',t I;Ctil,it rl ,,qqo.,, v~ 1 ,'1\ ,5i. .iE ~E it; ~r i1;4 t i `r; 1{jt'Iiji+ 1 ;3, i;i}}, rr! ~ f ~ 1' \ .sl; .fl! .,1; 'ji I. I<EI` t , IIS•1<I t!i EI%E~ Ii~:l Ifi' /,J r,~;~~,/~r r,;%,~~?~ s,. RE7IFORCED SOIL 28 0 i r ~ t~ • ,4 y~:;;.r f r ; J,. f . USCS GI.ASSIF{CATION: SW? SI', SM 0 120 PCF
~ tiV `ti` ~ 1y'V': ;iy,:y, ?li1'i~,11 ilf 'I,I ,1.1 ~ :I .3, I. I!1, / l _ •°""..'j 1V `ty~ ~~r,r, ~w y °~\1e ~ •i j t'j ;1 ; ,fi t ii t ~ i i I ` , j, : '~~a ~"k'~~~,A~ rr~G4'~r11 , i ~ C ; ~ t i ~ i I r I~~ d ' t { s r~,~,?~''? r'',:+ 1\ Y i { Il'tf;i, 1#, 'i, fli It 11i .1 ;ij, f I , ~ 14 t v w " ~1~'y y'•~. \ ~ w y ~'v~~ ^ Z, q 1' s f l } , t, t 4 ~t : i I ; , , i . j I ' ' I i E : t ~ I I t ! 1 : i i 1 ' i ' ' E i t j f i ; f i I ~ f , ,.+Y°~'..~?~./+r,, ? ,,SN„? +i' ---2.~ ~ :A ~ A.`~ 1 1.' ~4;~V'ti' `v,1 "T';I~'~;tiri`~'I'I j I: ii: #Eil'sF ;i I;}I,l ;rC(:;I,<si:i {lI~ t,,,I, t i 'ar~(}•19 r!.~ ~"„r; ° ~ F, ~~~r ~ ~ 5.4 IN AREAS WHERE ADJACENT LAYERS OF REINFCI!RCEMENT WILL OVERLAP I.E., RETAINED 5011. 28' O 1 ~r "i ,f~ EFFECTIVE ANGLE OF INTERNAL FRICTION, ~ ' r ~ OUTSIDE RADIUS OR OUTSIDE CORNER A M#NIMI)M OF 3 INCHES OF FlLL ~,.-,r' .~!,f r~ ~ 4" FOUNDATION SOIL 28 0 1 0 120 PCF 0 120 PCF
y'`~ i' ~ t\, 1, ,ti ,.~w , °";,it 4liii: ;I li;,l IiI, ,i'7! .ir,~t ~I 'i!!I, ,E !I; ~,,r'~I~ iii ;i't.~ y~y~~ ~ ,l\', 1 ~ ,\~y ~,y1`~, ,t}~f1 ~;I,f !i J~f+~'`£' ~ ,f~rE,i ;i,1 ,t,,,,l.,r 'I; ,~'~~~5 ~f~,~ .f,,r•~'~ 1f ; ?.tl...... \ '1` ,i~\+• ` 'f~~\, '~ilEt _,~~lt: ,t. :ir 4~i;1 S, ,i?It, I?S, ;I` Ilil';1411 ri Iii ,tjl• 1j ',~,;,'v"j"' r,,~ ?'r„?` / t~.v t \ `y\ \ ~•j1.,,1'i' ;t;,i't;; i1f ii .f= iil ji".I It I, IIIEil1}, ~lil;tY~, a, f ,,',r'' r,- MAXIMUM PARTICLE SIZE = ~ , r. ~:',r~ ~ ~ ~ , , ,r ,r ~ SNAL~, 8E USED TO SEPARATE T#dE CIVERLA~"PINt~ ~.AYERS, ,,~,'r' rr' ~r ~ ;r - ,r' PERCENT PASSING NCI. 200 SIEVE 50
l y ~y i i r \v~\~ v+~v •'v lv\ '1 j, 1 'SVZE `l' 1 iljt IIIII;iisi~i j~l, ~ ;7J !~'IE { ~I, r~~ Y,,, 1~ \t'4.L~` .31~,.,,ti;V,,E'4,„1 'iji11 +I: 't itlii4i ,t1,i!1~.,~:.i~flF~'ilti%Elti ;llr fYi°, ? 1+ • w, ~,4~1 ` ~5, p ~~1~\,y`~ ~ > ! i t ~ t t s ; i i 4 i 1, l i l l , l' I , iq,'~bftX~~L4 '4 \ i~ :~i t' l~~. fi t tl'. <I!'~ I: 'C~ F FII: IE Ij i Y` ~C....., '#..~~M ~„1 \\v 4i~ t~: vt ;t: li ,~IE if;; Ir` 1!~ 'I, fn ,?"i~ ~q' f'} ? s* ~ 8.3 GEOGRID REINFORCEMENT r r ' LIQUID LIMIT, LL X50 r S.6 PANELS CIF GE:OSYNTHETIC REINFORCEMENT SHALL. BE TENS#ONED SUCH THAT
~,j---- ti`~4'' ~~'•.1': ti, \t w\ t` `1i }4tt}.; ~f 13,`i ;E;i ikli i; 'li„Iliifil r5~ ~~j~s!sE l!l ~i r~ !i(;fi s 1il.~n Y '.7~.% ' _ \ ,'.v ~ v\ 1~"v llja'sl;; # III +I; ",~,6 ~ `r 'tt ;li~~:t~ 1 Sll it Ef ,f; fli i}i ''~~s., IIiI ii '.~!Y"' ~ 'R 1 ~ ' .'.i,1 1 \ i ~}\'kx. ~ i i • f , t i S I t 11 ` i t j wt ~ y ~ k, r ,w~arywy9~ ~ PLASTIC INDEX, PI <i5 rrr FOLDS AND WRINKLES ARE: REMOVED BEFORE REINFORCED SOIL IS PLACED. TYPE Tuft LTI r ~ f' < %r; ~ ORGANIC MATERIAL Q.S~ LIDS Tali
,~y 4 \ ,i {S.fx'}'.tii.{', t'1• tt .i~: IIIi 'i}' l i f''~E''ilir~li,,i?,I,ill,l}I t.! I'fR." F vl'f+'r1 ~ i1 1\~~'"+ E"i1i' s. ,,i ~:l ,iii ; , ~ t y~ FI ~4 i fi '~,I , } 1 r'i ',r r k'1\\ ~'1`:'\. c~ .Y(1.~ ::~s, by. i ,s;b b E (Oi tjo r}b 'I,b i,, ~b {E o, :rl~f f ..Hf ' ,r ~ PANELS SHALT, BE STAKED OR ANCHORED AS NECESSARY TO MAINTAIN TAUT / ,r!rr,~ ~ f r 3tpH<9 ~ MtRAft 3XTc 3150 tB~t' 17( g,~~~~~~~^~~~y CONDITION, LB/FT 1705 LB/FT 1136 LB/FT
~ 1,''S~"4 1, ~ ~y, 't i i ~ A;~ ' ( tv. ...L'• ~.:~,y~ ,~~v~ w`%~v ~E\411. R,.7 7",, ~ , MIRAFI SXTc 43tX1 23a ~`~w°-~~µ---,`~,~~~ 2.1.2 REPRESENTATIVE SAMPLES ~ BE SUBJEGTID TO THE FOLLOWING TESTING R Mr ~ , . ~ E 5,7 GEOSYNTHETIC REINFORCEMENT LENGTH IS MEASIIRE~1 I~tCIM THE WALL FACE MIRAFI 7XTc 57CX1 3CfE LS/FT 2327 La/FT 1551 LB/FT € S/FT 3084 LB/FT 2056 LB/FT
1.~..,,", ' ~ `+;~~r , k 411\ `1 s ` 1 ^ 1 a y` \ 1~t ~7~ ' , AND IS 5'HOWN ON THE WALL ELEVATiC~i(S}. --w:: t~tAtN SIZE DISTRtBUiION ASTM D-422
8.4 DESIGN PARAMETERS A -4318 l ATTE:RBERG LIMITS STM D f; ~ ' ~ . - ~V- T COMPACTION - ASTM D-698 j .8 iNALL CONTRACTOR AND UWNER S ENGINEER SHAD. VERI~" THAT i~OSYNTHETIC
" ~ REQtlIREla BEfUVEEN ..3 : ~ ° OViERtARPING GEOGRlD STANDARD PROC OR FS SLIDING _ 1.5 f.,.,,..' DIRECT SHEAR - ASTM D-3080 TYPE AND LENGTH CORRESPONDS TO THE TYPE SHC)WN ON THE WALL ! ~ . ! FS BEAR NG 2,Q
s ~ ~ ~ . • R~INFORCEMEN!' FOR , ~ ; ~ H ASTM D--4972 ELEVAT#ON~S} EtEF't~RE !TS NSTALLATtC~t, I ~ Q _ p F'S OVERTURN NG 2. I.5
~ PROPER ANCHOl~AGE } ~ .,Isle, ..;V. . ~ WHERE THE: ABOVE FS CONNECTIf~+1 I~PF.AK} = 1.5 2.1.3 MATERIALS CAN BE: EXCAVATED ATE SOILS 5.8 TRACKED VEHICLES MAY NOT OPERATE ON GEOSYNTHETIC: REINFORCEMENT WITH REQUIREMENTS CAN BE ME~f. FS PULLOUT = i.5 ' ~ SS 'MAN 6 INCHES OF CC>I?iPACTEIJ S{NL 8ETY~°EEN THE REIIVFfIRCEMENT AND ........rr e LE
~ ' 3 OF Elll REQUIRED . ~ ALTERNATIr REII'II:ORCEMENT MI FS OVERSTRESS = i.5 ~ THE TRACKS. TURNING OF TRACKET? VEHICLES .,'HOULD BE KEPT TO A NIMUM
8E11Y~tEEN OVERLAPf~'iNG ~ ; ~ LOGAIION EV~1' OTHER E j 2.i.4 THE WALT, CONTRACTOR SHALL SUBMIT LABORATORY TEST RESULTS TO 1'HE L:H ~ 0.6 i;MINIMUM} TC3 PREVENT DAMAGE AND DISTURE3ANCE TO TWE: REINFt~CEIaIENT GLOBAL ST TY = i.3 WALL ENGINEER FOR APPROVAL AND Tq CONFIRM THAT' SOIL INSTALLED IN FS AEIILI
. W.. , ....~~w cEOCRID REINEORCEtutENT ~ COURSE AT GAP b° - ~ PR R ANCI~IORAOI~ ON i.1. ` THE REINFORCED ZONE MEETS THE REQUIREMENTS OF SECTI 2. 5,10 RUBBER-TIRE VEHICLES MAY OPERATE DIRECTLY ON THE GEOSYNTHETIC 8.5 EXTERNAL LOADING
a FOR O ER LOCATIONS _ ~ ~ ~ i' ~ R AII+IEED EIACKFlLL REINFORCEMENT ANT) SPEE~IS LESS THAN 10 MPH tF PERMITTED BY THE 2 2 ~ AKING AND AR TURNING REINFORCEMENT MANUFACTURER. SUDDEN BR SH P ~ WALL ~i: 125 PSF LIVE SURCHARGE LO JRCHARGE LOAD OR 250/500 PSF LIVE/ DEAD
3.....,.. ~ OR ANiC 5HAL1. BE AVOIDED. ; 2.2,1 501E INSTALLED IN THE RETAINED ZONE MALL BEi FREE OF G SURCHARGE LOAD.
' ~ f'-"""' OTHER DEILETERIOUS MATERIALS AND EXHIBIT AN EFFECTIVE ANGLE: OF ~ ' ~ 5.11 INSTALL DRAINAGE AGGREGATE IN ACCORDANCE WITH THE REQUIREMENTS OF WAIT 125 PSF UVE SURCHARGE LQ ~t, INTERNAL FRICTION, ~ 28. JRCi- GE LOAD.
-3 SECTION 2.0 AND AS SHOWN IN THE TYPICAL SECTICIN~S}. DRAINAGE ~Ww MALL & PARTIAL 2:1 $ACISSLC?F PAC It UNITS AND AGGREGATE MALL BE PLACED WITHIN THE CORES OF, BE1fWEEN, RNA BEHIND ~ >-1 BA SLOPE AND 125 PSF LIVE SURCHARGE
L ti IW w 2.3 SRW UNITS SRW UNITS SHALL CONSIST OF KEYSTONE COM THE SRW UNITS. LOAD OR LEVE1. BACK~.OPE AND 250 Ps ~ CAPS AS MANUFACTURED BY KEYSTONE RETAINING WALL SYSTEMS. ALTERNATE AND 2,50 PSF LIVE SURCHARGE LOAD-
. I t S• ' ' t lY b " ~ :.a. W MUST BE APPROVED S&ME, INC. PRIOR TO CONSTRUCTION. SR UNITS A PIP SHALL BE CONNECTED TO A SOLID COLLECTOR PIPE AND 8.Fa ADDITIONAL LOADS 5.i 2 THE DRAIN GE E
"!"":f .d,.a"„ ':;s.W'J'el~' I '~tIl1~l.li~ !~!+11E d,u„ .~;E;t. ~ t p x j,il {?i~ I±, C'3' 4t t'1'` .t ^.w^~ ie 'd.........:' T ONG THE MALL THROUGH THE ~ E 1 2 INCH DIAMETER DISCHARGED FROM THE LOWEST PC~N (S} AL 2.4 SHEAR CONNECTORS SHEAR CONNECTORS SHALL B / i ANY UTILITIES SUCH As LIC~"HT POLES, H~ - = THERMOSET l50PTHALIC PQLYESTER RESIN PUL -IT PO °S, NAND RAILS, GUARDRAILS, OR DRAINAGE
::S ~ ~"1-. i~ I' I!I' li{}i~;i I;ij}jil :i~Si" +w ;lt I: ii!S,E(,`111 t,ij +ist Ell ,~aY xy ~ 7w„` ` ° ~ TRUDED FIBERGLASS WALL FACIr AT THE FlNISFIED {MADE) TO AN API~ROVED OUTFACE AREA, STRUCTURES TO BE INSTALLED IN THE Vl ~.J - . ° ~~t T RODS OR PINS TO PROVIDE CONNECTION BETVYEIEN VERTICALLY DESIGNED AND CONSTRUCTED 50 THAT T REINFC~CEMEN 5.13 NF CAD ZONE IN COMPACTETI LIFTS NO GREATER THAN 8 ED IN THE VICINITY OF THE WALLS MUST BE D SO THAT THEY DO NOT ADD LATERAL FORCES TO
j„~, "{^"va' 9 r = I r I r , i ' { i % < 1 I{ . i I ' i 7 i ' C t rt~ ~ X 'w` . ',4, i; ._.,,....i r,.... ';"7' $~sm„ .'Y". (:{h4a.' ~ r~"' j flifi;li, ILl. i,r7 +}~I, ,1!3iy+ j ,,~s1M5y~ w~.~„ ~ ~ , 1 ' ArdP ~ t 4`' W.." ` T UNITS. STRENGTH OF SHEAR CONNECTORS INSTALL SOIL !N REI OR AND HORIZONTALLY ADJACETV BE RESISTED BY THE WALL SYS IN ALL BE APPLICABLE OVER A DESIGN INCHES IN THICKNESS AND IN ACCORDANCE +lI~TI~ THE REQUIREMENTS IN I TI OF CON~ETE GU SI SYS . IN ADDITION, ANY EXCAVATM (I.E., GUTTERS, SHRUB AND TREE PLANTING, ETC.)
T' i,^,~+" w K ,-.~,sl . ~ t . r , ' F i I ' i f ~ } :.1iR o vk 'y ` y,, # ,'k""" . ~ u.:.~ s ~.~.ww •r,~ ,i «r: s.. , t 1 , , 1 i I I i 1 ; i i . . a . ~t, ~ ~,ys ~ Vr.'k,V . 1 ~ R iw,,.1 ~ E`'"~ f ' 1 I., w 3"I"I" , ~ Y ' E c 1 f ? t ; ' I I I r I ~ S , } E ; 11; + i i 7'i i *:i~~~ y ~'~v '`ti ' " vy ~ ~ o'-' a.~,1-~ ;~;ii.liiil?~ii3• ~`sll' ,iri~~ i,'tI`I, 1~ ,~I` : ~ , BETVIEN VERTICAL ADJACENT UNITS SH NSTALLA ON SECTION 6. ~~..~-.;:W. TEMPERATURE OF 10'F T4 100'1 + CONDUCTED IN THE ~aNITY OF WAL OF E WALL. (ESPECIALLY IN THE -REINFORCED
~,:`f.:". ~ } ; 4 i i E + i i lire ; I I E i [ i (4 11 i l ',o, l y~ yl'~"'i ~ k`1 . ~ti ~ . ~ r---.. ,L:b.. . 1 , ~ 1 I ; J , + f r , , i , s F , i j ! , , t ~~i~'it" t ~ ,y ~ , iiS 113'I;ijl;[ } fls ';S '~~'1 i#ith" 7j f y:;V~.~yw ,~r :'4. :'~w ~.w,, ~ ,11 Ei I .{iji, r 'i 7t~1 uF~fk 1~~ 1; .4.. ZONE' AFTER THE WALL HAS BEEN CON } ~~=-mow.---~ OGRID REfNFORCEINENT SMALL CONSIST ~ 5.14 INSTALL KEYSTONE SHEAR CONNECTOR PINS EVERY COURSE AND TO CONNECT AMAGING THE WALL. OR GEOGRIDS. PLIi 2.5 GEOGRID REINFORCEIwIENT GE D kS BEEN CONSTRUCTED DUST BE DONE VATHOUT OGRIDS° PLEASE CONTACT THE WALL DESIGN
20 ,,,,n,t i ' I t ; ; I , : { Itq:,. ~ ~ 1.?, l' F4 ~.p . 1 , t IIIff ff v,.. , 44h{w., I..#.{ ~'rl 'liil~il},f'•II;! Ii ;I;i1 '~.s7.~ iij:I~ `i ~,a ~ ''ytiWi ~ ~ ..t ,.f` :`l Ww 'li,j I liii ~:!i.~~, tilt itll; l`i~'Y~is ,i ~v,tv ~v \"',y`~,1~~ INC. GEOSYNTHETIC REINFORCEMENT TO SRW UNITS IN ACCC~tDANCE WITH MIRAF3 (Tc, SXTc AND 7XTc AS MANUFACTURED BY TE~1 LATE NICOLON, E~I€~NEI«R IF THERE ARE ANY t~1E114NS. Y QUESTIONS.
Rte" c. u" ' s,ii{li,?;j:ilEi ` I' `ijiii4El~~ ~t'~a~tis}~t~ ~lr~,~t`}w M~ T MUST BE APPROVED S8~ME, INC. PRIOR MANUFACTURERS INSTRUCTIONS AND THESE DRAWINGS SUCH THAT TItE ALTERNATE GEOGRtD REINFOR EN I~i~Pl~'ItGN SPECIFIED WALL BATTER IS ACHIEVED. Q TO CONSTRUCTifkJ.
61,, .+"r.r..` I I , { I I } ~ ~ ~ , ; } i { I , i I i` ~cs,.~ y 1. ~ : o ">n ' ~;I ?jili;l;i tI t. `~i~siiEil= :I;h,. ~r '~~~?::>ts-s:.`~;,' h:. , k ..LL• t,, i I' j f I 1. i 1. Y i Q 9.i A L~ RER FROM T#•IE Ot~~-SITE GEOTE:CHN SHALL CONSIST OF S.iS INSTALL CAP UNIT'S U51NG AN EPOXY ADHESIVE tN ACCORDANCE WITH SRW a TE GEOTECHNICAL ENGINEER SHALL BE PROVIDE? TO
~ + } 5' ..:a~«, i~l~ ;lil;fi? ,I'{;;;l; liilili il: r'p.`~~,.v, x,. .+,:1.:S:x , "`d" '!!j~E{}! i1!} , I tt,',!Y1#1 tt<l, (i ti?t k1E. "'t''k'y 1'. Y'- .rr+-. ! fi#9`t(if;jii tilr, :i ,I a ~s~''' Y 2.6 FILTER FABRIC - GEOTE:XTiLE FILTER FABRIC (IF REQUIRED} THE OWNER AND/OR OWNER S R tiSEN VE~I POLYPROPYLENE MATERIAL WHICH MEETS THE MANUFACTURERS RECOMMENDATIONS, MATERIALS ARE ACCEPTABLE FOR MALL NEEDLE PUNCHED NOI~ WO I'S REPRESENTATIVE STATING THAT THE FOUNDATION E FOR WALL SUPPORT, AND THAT THE BACKFIL L
II ;ii,l sl .i s Y Iri:`~' ~ ~,~a~~`i`.}r'"" Is ,4' i ~ ;~~t; Iii b `~e: :;~'r>•^ ,,C E it+li '111 ;l'c ;f#.i.C,l,?,,,'~ti 1,.,~;,~i~ SCD HAVE A AASHTO M 288-2000 CLASS 3 STRENGTH CRITERIA. iT SHALL AL MATERIALS HAVE BEEN PROPERLY COMPI V U 0.25 MM FOR ITS APPARENT OPENING SIZE CIFICATION . THIS SHALT. BE MAXIMUM AVERAGE ROLL AL E OF B,t~ SOS ~ SPE S PERLY COMPACTED AND HAVE MET THE ER SHALL. BE SIGNED BY A REGISTERED ENGINEER
! "i t ~T t.. r.! ~ I.' 1' ~ ! t 1 1 i ~ I ' S 1 I : I i l E ' j j ' , . i , I r t ; I r. ~ y.;k y {eert i ~'t` Y~ ' 1 1~ l ~ ~ oo ,a i. a.l p,,..i. II I,i :a { '11,1'iili' ii i? i- .Ilitli+i ii~ I I?f ~ AND pERMITIVlTY OF AT LEAST 0,2/SEC. PRE'APPROVED NONWOVEN IN NORTH CAROLINA.
~,:i~:),I!.i.ol# E. l~t:.t 'r'.1` I s' 't. .E.£ ;'i~.f.,tl, ? ff o !i d 11~ a' 04, i1• :w`s;+,,o~+ 0 CI AMOCO 4546 CARTHAGE MILLS FX-OOHS, SYNTHETIC GEOTEX'iILES INCLUDE f 6.1 THE OWNER S ENGINEER SHALL INSPECT AND DtYMENT COMPACTION OF SOIL INDUSTRIES GEOTEX 40i, AND TC MIRAFI 14QN.
IN THE REINFORCED SC?IL ZONE IN ACDANCE WITH THESE REQUIREMENTS. SHALL E3E . ALL FILL SHALL MEET THE, REQUIREMENTS pF SECTION 2.Q AND fi
2.7 DRAINAGE AGIGAT'E _ ,~IiALL MEET ASTM C--33 CRITERIA FOR SIZE NO. 5 P IN MAXIMUM 8--INCH THICK LIFTS LOOSE MF.ASl1RE AND UNIFORMLY LACED ~ } _ OR 67 STONE. COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY AS ~ ,
RMINED EIY THE STANDARD PROCTOR COMPACTION TEST MEMOD ASTM ' ' DETE ( , -33 CRITERIA FOR ~ZE NO.
r 2.8 LEVELING PAD AGGREGATE MALL MEET ASTM C D~698 . } 4 ~'~'~ti a7 OR 67 STONE. r)
6.2 THE MC~STURE CONTENT CIF TI`IE FILL PRIOR TO AND DURING CCIVlPAGTIC~II , 2.9 DRAINAGE PIPE - DRAINA PIPE LOCATED BEHIND SRW FADE SHALL CONSIST IF Y I"a"TRiBUTED THROUCIEIOUT EACH LAYER AND SHALL BE lY `
SMALL I?E UN ORML D D OR PERFORATED HDPE OR SC~IEDULE 40 PVC ~ OF 4-INCH DIAMETER SLOTTE AT PLUS 2 TO MENUS 3 PERCENTAGE POINTS OF OPTIMUM AS DETERMINED BY
CONSTRUCT CORNERS AND Tit~HT RADIUS PIPE. SLOTS OR PERFORATIONS SHALL BE ZED BASED ON THE GRADATION ASTI;rI D--688. OF THE DRAINAGE AGGREGATE.
~CTION5 WITH ~ZE OR ? CRU5HED 6,3 VY COMPACTION E UIPMENT OR OTHER HEAVY CONSTRUCTION EQUIPMENT HEA Q r/?J f
BACKFlLL AS SHOWN STONE RpNt+ORCF~ 2.10 CONC~#ETE CONi'RE"TE: {IF REQUIRED} MALL HAVE A MINIMUM OF W UNITS. MAY NOT E3E OPERATED WITHIN 3 ~ OF THE BACK OF TIME SR STRENGTH OF PSI AFTER 2$ DAYS. COMPRESSIVE
HAND-~C~ERA 6.4 WITHIN 3 FEET OF TIDE BACK OF THE SRW UNIT'. ONLY TED
COMPACTION MAY BE USED. ~Q ~tC11VAT'~t RND FfIU~A'I~N ~AflQ~I
6.5 THE COMPACTED DENSITY AND MOISTURE CONTENT OF SC~L !N THE REINFORCED 3.1 THE CONTRACTOR SHALL EXCAVATE TO THE LINES AND GRADES SHOWN C3N ZONE SHALL BE TESTED IN ACXORDANCE WITH THE FOLLOWING.
SG~~ N©~~~~t~l~ THE CONSTRUCTION DRAWINGS, EO(CAVATItX+IS SHALL BE: MAINTAINED IN SHA STATE AND LOCAL. REGULATIONS. ACCORDANCE WITH O ,
j 6.5.i AT LEAST ONCE PER EVERY 25QQ SQUARE FEET IN PLAN AREA PER 8-INCH
BE BENCH CUT ~ 3.2 EXCAVATION AT THE BACK OF THE REINFORCED ZONE SHALL ' TO ALLOW SOIL COMPACTION TO E3E AS DIRECTED BY THE OWNER S ENC~NEER
T E AND TO TIE THE NEW BACKFILL INTO ~ 6.5.2 AT LEAST ONCE PER EVERY OTHER B-INCI•I THICK COMPACTE~I SOIL LIFT. ACCOMPLISHED IN A HORIZON AL PLAN
THE TEMPORARY SLOPE. 6.6 'S RE IR ENTS FOR MORE STRINGENT IN THE ABSENCE: OF THE OWNER QU EM
IN TOE AND CREST' ~.OPES SHALL BE 3.3 FOUNDATION AND RETAINED x011, AREAS SHALL BE EVALUATED AND COMPACTION SPECIFICATIONS, FILL SCNL T THE WALL AND COMPACTEII TO WITHIN 95 PERCENT OF ITS MAXIMUM DRY DEN~TY AND TO PROOF RCILLED BY THE OWNER'S ~IGINEER TO VERIFY THA
ITABLE: BEARING WITHIN 2 PERCENT OF ITS ~TIMUM MOISTURE C~ITEPiT AS DETEI~ItNF,D IN REINFORCED FlLI. AREA IS DIRECTLY UNDERLAIN BY SU
SHt)WN IN THE WALL FACE AGGCIRDANGE: WITIi ASTM D~688 STANDARD PROCTOR METIit~1}, MATERIALS TO SUPPORT TIDE CONTACT PRESSURES a ELEVATIONS .
7.G At~1 ~t !
TTING O STAEIILRZATION USING SURGE STONE AND OR 3.4 ADDITIONAL UNDERC~3 I ~ GEOTEXI1LE FABRIC COULI? BE RETIRED TO PROVIDE SUITABLE BEARING. THE 7.1 AT THE EIdD OF EACIi WORK DAY, THE CONTRCC}TOR SHALL C;F'IADE THE
' ZATION SHALL E3E AS NFORCED SOII. AWAY FROM THE WALL FACE REQUtREME~IT FOR UNDERCUTTING AND jOR STABILI SURFACE OF THE LAST LIFT OF REI OMPACT. DETERMINED E3'Y THE GEOTE:CHNICAL ENGINEER. ; AND C
! TALL TEMPORARY SOIL BERMS AND DRAINAC~ 7.2 THE CONTRACTOR SHALL NS ~ DITCHES AS NECESSARY TO PREVENT THE SURF;AGE FLOW OF WATER TOWARD
THE: REINFORCED SAIL ZONE. 4 i THE LEVELING PAD SHALL BE CONSTRUCTED WITH COMPACTED CRUSHED } i
AGGREGATE THAT MEETS THE CRITERIA IN SECTION 2.0. ' 7.3 THE PONDtNG OF WATER AEIOVE OR WITHIN 20 FIwET BEHIND THE REINF~CF.D i tTTED.
SOIL. ZONE. DURING OR ,AFTER WALL CONSTRUCTION SHALL NOT E3E PERM 4.2 THE CI:~LlNG PAD SHALL BE AT' LEAST 24 INCHES WIDE AND 12 INCHES THICK.
CONSTRUCTED OUTSIflE DESIGN OVIDE A HARD ~ 7.4 ALL TOE RND CREST SLOE" SHALL BE 4.3 THE L~#JNG PAD SfIALL BE CONSTRUCTER SO AS TI;1 PR LEVEL, a
LIMITS AND CUT BACK TO AC~!lEilE PROPER COMPACTION AT THE SE.OPE FACE. SURFACE. UPC>H WHICH TO PLACE TIiE: FIRST COURSE C~' SRW UNITS. ~ i ADDITIONALLY, SLOPES SMALL HE VEGETATED AID PROTECTED FROM ERG)
R ' AS SOON AS POSSIBLE FOLLOWING THEIR L'~INST UCTION. + 4.4 CRUSHED AGGREGATE USED FOR THE LEVELING PAD SHALL BE COMPACTED
TH WNER'S ENGINEER. USING A VIBRATORY SLED TO THE SATISFACTION OF E: O ,
4.5 THE I.E1NG PAD SHAH BE PREPAREI3 TO ENSURE FULL CONTACT E3EI'YVEEN
THE PAD AND THE FIRST COURSE OF SRW UNITS.
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w.. _..~..~....,,.,,,w,,,,,..,.,.,_.,,.._........_.~...,_.._........w..~..~_.~....,...........,.......................................,....,.,,.,.,_.,..,,.,...,..,,.,.,...,, _w~..__~._.__..._ .....,....,M.~..........,.,.,..,,,,.,,,.,.,,.,,,...,...,...,..,...,. ~ ~ ~ 4 ~ .................w..,~..,......_.__._,_w...._.._. ;.~...,,~,....~_.~__.._.....M...,...,....,,..,.,..,,........,. ~ ......._...~..,...,......,.,.,.,.,.,.,....._..~,~._,....._~..,.,...,......,.............~_....._........__....__.__.....~......~,......~~..y._....~.._..,~.. CONTRAC~`4R TO FIEF VERIhY Rl~. C Np~1t3N., ...M,.; CONDITIONS, GRADES, AND DIMENSIONS AT ICTION. IF THE WALL CONTRACTOR
._......_.........,_,~.w..~..~.....~,......,..__...............~.........,.......,.,.....,,. ~._w_..._...._~.............,...,._ ,..,..........._.,.....,.,,,.,...,,...,,.,,,....~,..,..,....,........__._,.~__..~....,v.. _w,w...~,..,.....,...,..........,.........,.....,......,,...,....,...............,_..,.......,,,....,......._, ~~.rv.r..._.........~......,......................w......_,,.._.. THE SITE PRIOR TO WAIT. CONSTRUCTION. il` . ............~..~....,..,.,.,.......,m.~......._...~..~....w.w....,...,..µ.,.,.. ,...........,...~,..~~.w__y.....,_~_~....,~....,w.w..........,,...._....._ ,........~~.....,...w......_.,. _..w...~_.....~_.._.;.W..w.~,w.~..._w........._..M............,,.. ,......_............~..~...~.w..V.~..w..~...,..a...m_.. . , DISCOVERS ANY ERRORS, OMISSIONS OR DISCRI S. OR DISCREPANCIES, HE SHALL CONTACT
4...~.~...... ._w__~..._....,.~...._ 83O ~ ~ ...,.a..._._... ~ .__..w....__..._ ~ W 4 c~ o $3Q THE SdcME WALL. DESIGN ENGIN THE. All THE WALL DESIGN ENGINEER WILL THEN
I ~ ~ ~ ~ ~ a. ~ ~ ~ ~ as ~ ~ ~ ~ ~ ~ ~ ~ I55UE INSTRUCTIONS AS TO HOW TO PR ~ ~ ~ ~ ~ a ~ FAIL TO CONTACT THE WALL DESIGN ENGINEER, } PROCEED. SHOULD THE CONTRACTOR N ENGINEER, THEN THE DESIGN SHALL BE
~ ~ s ~ ~ ~ ~ ~ ~ ~ ~ i~ ~ C.~ ca ~ ~ ~ ~ ~ ~ 6 fl~ ~ Ct1 # fKi a} fS? c, c~ a CONSIDERED VOiD AND THE CONTRACTOR SHAT, m ACTOR SHALL BE RESPONSIBLE FOR THE
}}~y~{~, t} ~/~p~[{/~. y, ~~/r~~ry{ t_ feed 20.O ~ 92.0 } (90.0}~ (7.0} X9.0) COST' OF ANY ADDITIONAL WORD NECESSARY. sra ~I~.O {~~.o~ {~0.0} ECESSARY.
~~.ii?~M~~VW~IF.It~ ~~J j ~ f E ~ I' 7 ~ ~y r 3 s r s r ~ C) ( ? a.__ P ~ > THE GENERAL CONTRACTOR AND/OR OWNER SI 24.0 24.0 X4.4 0 tR OWNER SHALL BE RESPONSIBLE FOR
" 29:V~ i 24.0 1it 24,0 24>O 24.0 k ~ ~ 1 INSTALLING ANY GUARDRAILS AND f UR FE~iCING 1500 ~ 2OOD 7500 2500 CONCERNS ANA{QR GOI~RNMT'AL REGUI.ATIC rOR FENCING NEEDED TO SATISFY SAFETY L REGULATIONS. THE CONTRACTOR AND/OR
CONTRCT C'C~ES~1C~ sf ~ £ 200Q! 9aU0 ~ 9500 9500 950O 3 s =`RVI OWNER SNALL BE RESPONSIBLE FOR OBSIM R OBSERVING ALL APPLICABLE SAFETY LAWS
+10 +20 +3Q +40 +60 +70 +80 +~0 +1 G +20 AND REGULATIONS. +20 -~~3C -~-4Q +Sq +70 +SQ +90 +10
~r ~ nn Z ~_.Rf'1 d1Clf1 THE DESIGN PARAMETERS UPON WFIICH THE WI e..~..~n 5+Oll •IICH TIME MALL DESIGN IS BASED SHAM BE
JtUV .,T.sV vv T• VtR1FIEU PfiIOR !V WAU. C:fNYSBKU(;iWN C: ! RIGATION. CURB AND GUTTER„
MSE WALL #liff FACE ELEV SCALE.' 1°=T0`Horizonta!/!°=10'~edica/ ELEVAT/ONi EXCAVATION FOR LANDSCAPING. Ut31GAt10N. F PAVEMENT SYS1Ei! AND tflILtiIE5 SHALL BE 0 SHALL BE COMPLETED WITHOUT DAMAGE TO
p/ TW MSE NdUl RONFCRCQAOiT Al~1fAR MSE ID/CR MSE WALL SYSMiL
WlIt1. REIIIFOR(EMQ1T MAY EXTEND BENEATH f k EENE TH BUSING NC. 7. ACCO INGI.Y,
FOUNDATION RiSTALLATION SHALL 13E COOROK AND SHALI. BE COMPME'IID 117HIOUT DAMAGE' BE C01101+IA70 WITH WALL CONSTRUCTION IT DAIS AGE M THE MISE WALL.
EEO& RDIFORCEMQiT AND/OR HSE WALL SYSTEM. MIEM.
~~1=1G U~~ND CM=TOR PM}
REIWORCED BACffILL BELOW ftE1?. 852' SHALL CONSIST OF N NO. 67 WRAPPED WITH FLIER FABRIC SEE TYPICAL MISE WA MUUl. #1 STA. 0112 TO 3+12 ON 94EE7 RS. MIST OF NCD4T NO. :iT at ROOF DRAINS SHALL BE OOU,EC7ED (U~iC 1# AL MSE WALL SECTION - AND ROOM TO DISCHARGE AWAY FRpA MSE FM MSE TAININGSTRUCTUIM
M1. SYSTEM1 W. 000 DUE M THE
SETILaENT/MOVEMENT OF 'tME WALL SY51ENI YlE16Ft7 OF FNJ. COMPOMION OF THE FILL AN *IE .L AND IOBWAIM OF TIC
RESISTING FORCES. THIS SETTLEMENT COULD ENT COULD REALIZED IN THE BUILDING
PADS AND PAVEMENTS 84 THE FORM OF CRA C W7nRi ZAALL PRIOR TO BUCOM CON SIR TF~S SI101J1D MEET TFlE REC tul OF CRACKS. SE I I EMENT SHOULD BE C CONSTRUCUON. BAt 1LL USED T'C
IT Taw IE OMENTS OF SEC' ON 2.1.1 ON
LEGENtD SHEET R6 70 HELP MRSMIZE 7W CREEP EFFEI EFFECT THAT CAN OCCUP,
DESIGN PREPARED IN ACCORDANCE NATFi S&1A 1585-05-P097A DATED JANUARY it, 2007. WITH S&ME PROPOSAL NO.
TOW ,,s 2007.
BOW -TOP OF WAIL
- BOTTOM OF bVAU. (TOP OF LLVELING 3F LEVE11M6 PAD)
- FINISHED GRADE BEHIND WALL (FGB) WALL (FGB) N0: DATE: DESCRIPTION BY: DRAWN BY: MGR
- FINISHED GRADE IN FRONT OF WALL now IT OF WALL (FG'F)
~ 0) -CHANGE IN REINFORCEMENT TYPE NT TYPE smm CHECKED BY: DAS
- REINFORCEMENT LENGTH (FEET) (om) CA J3,
~i,,~ S&MGREENVIt,E. SC ~ 864.232.8980 Greenville DATE. 1-30-07
- MIRAFl 3XTc REINFORCEMENT .yam IENT ¢p4ESS/p
- MIRAFl 5XTc REINFORCEMENT '~T Q SPARTANBURG, SC 86+.516.8730 Fax www.smeinacom Opp fww.smei c- om SCALE: AS IOW ux~ e
-~--iGF- - MIRAFl ?XTc REINFORCEMENT IENT = MSE RETAINING WALL DESIGN
"301 G : JOB NO.: 1261-07-031
IN ALEXANDRIA PARK APARTMU SHFXT.
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SCALE CA dd ? ~1 d S&ME, Inc. 864.574.2360 S artanbur DATE: 1-30-07
,w pFE5Slo GREENVILLE. SC 864.232.8987 Greenwlfe
SPARTANSURG, SC 864.576.8730 Fax www.smeinc,corr, -30 0 30 -SaL " www.smeinc.com SCALE: A SHOWN
fE = WA DESIGN a ~ •r SIGN JOB NO.: 1261-07-031
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b A L E X JAINDRI A PARK AP ARTMEI I~ ZTMENTS Rl OF 6
GRADING PLAN (SHEET 6) PREPARED BY CPT ENGINEERING
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F~° p • HAS F!}RNI:pHED DETAILS OF THI_ -
a' ~ lf$" P.ADIL~a . $ mm/~~{{ • , ~ o ~ PROPOSEp STEPy ANL7 HA5 RECEIVED m I~ I• t~121TTEN A~'PRpVAL FRUM THE ~ ila'
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A I5-FOOT SPAGINf~ MAY E DER WHEN A MAGHINE IS l A MACHINE IS USEr~..101NT Si~AGING~ MAY : ALTE:I~D m
f2" X X 6" GONGS PACT BY TWE ENf~1NEER Ta PRE~1T UNGaNTF20LLEG7 GF~AGKIh N SEGT~pht - SP~G~A~ APPRQI~AI.,. i~C~.IIR~a OPTIC.~uAL GO ~ 2. GONTRAGTIC~N JOINTS MAY E~ INSTALLET7 THE ~ a )ELECT GF~4GKINC~, FU!'?'ic?~ TO ~ 5ET 7 $Y THE ~ OI^ TEMPLATE DR FORMED' E+Y O"~ HER APPRG'VEI~ METHplia, , d • PERPE1~iDItAR 'fCJ Gt)R#~.
WHERE SIJGH ,.S~~INTS ARE Ft4T FQRMES~ CiY TEMPLATES, ~ i~1 - , ° ~ 3. ALL EX~'ANSION ,301NT5 ahIALL iii: SF'AGER AT ~O FQQT Y TEMPLATES, A MINIML~i C?EF7TH ,CI+ I I1.2" SbIALL ~ pBTAINEI7, , A q F T N V A JAGE~IT TCl ALL RIGlt7 O~.iEGTS. ~ 5TH Aft ~tltlii~t7 li~ t7EP'TE~ ExGi~ ' R T O C3O I TER ALS, ND AI7
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, ,I"~ .=='~I~I . o . ~ GONGI2ETir GaM1'i~35I~fE STt2ENC~rH SHALL ~ 3baQ i'. _ I . ' E _ 5. GUi~E3 SHALL. BE REPRE55Ei~ Ar IN'C#MRSEGTIQN9 TO PRO 1 ~ ~I~ ,wn,nv ~ aT1ON5 TO PRC3~/IEDE FQR FUTURIµ AGGES.a16?.E RAMPS. t TALL Lea TQ PREYEPiT i=EET t'RROM N i?E'I'AIl. 3 AN]? G-UTTER SHALL 8E G~3MI~AGTEi71'0 If~C1~6 STANpAF~D f'I~t?GTL7R ~?EN51TY. BI..IPPENC7.5T~' I~I,CaUT ~T~'t'Ef SFihil. ~ ' , II kL U) IN
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ABOVE FlNAL GRACE UNLESS X11 OTHERWL~E DtERLtlNED 6T Tf? ASTM GAT, ~ "fP tt n 'Q i • I >Z
~ W ~ TC1P VIEW THE *~ITY ENGINEER" SEE If8 ~l1t7 DETAIL 165.0. " '"IV" r~E1NFt~rtcitd~ d { ~ ~ 57 ~TQNE TO sl I "if2 pIA. WE~`'G~2M>w a z lu
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A I MAY HE ALLaN1EI~ dN S,s+NiTAf~Y ~A5 !~?N Ui~ i ~ SEGT GN5 PYG F'IF'IN6 cxrrt~pa.1 ON~.r ~ P#~t~115310l3 t~ 11 I • , f ~Q 2 112 ~3U) ~ITJ#~#ALK
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CAST iRCtt H-2q RATEq GRATE ~ ~ CJ'-j~~ t?° CART FROM Fi-2q RATEa GRATE ~1t FOR OE'rNtS Sr"E PACE 46 ~ ~ 0`!ER I2' 12° rcR gETAtts SEE PAGE +g a ~ B. aTEP5 ARE REG~7IRER iPTH jg aVEf2 ~ , E T CITY fl~ HIGH ~ ~
~ G. GaNG1'~TE 5Ti~ENbTH SHALL 6f: 3aaU i'S1 h11NIMUM, wars, ~C~I~TH GA1.c~L. I NA ri-~Ib I~
fit} AaAproRS cAN eE ~ R• REINi~aitGER STEEL GOt~al2M~ Ta LAS1"EST A~.!-5lb z ~Tj AOAPTgRS CAN 6E ~ INI,E7 ANO OUTLET ?FOUNTEO ON ANY ANGLE FNfET ANa OUTLET FFf1UNTVQ GN ANY ANGi,E (~j m - ~JPEGIFIGA710N5 i"UFr. RE4NFt,~r~GE2~ GpNGRETE, ALL ADAPTGR$ AYAN,AaLE ~ O' Tfl Tq OETERNIt~ M~YUTA i ADAPFgRS AVA?LA9LE O" FO 958'. Ttl CETERNINE Ai3AC4Ul= ~ ALL G'~NTRA. ANC, I N~~~~.1 N~
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N ~ Ir EAGH SEGTIC~ Dry A17R ION FOr~ A17}21TIONAL SEALIN,~• A13=O.2C7" LOGAT#ON TO SE 3O' GdG,•q' 4" M1N, ?O P5 ~ a DETERMINE[3 SY OL >
- I~" MAXIMUM a~ ~4'E#ZriGAL Sl1RFAGE GLA55 "A" CONCRETE ~ ~a~. MANJFAG'i'! '~i~ I""""°'""~ ° 3UOt7 P51 GONG lpRl7VIpE 6" 1N GBD? a~~ cac~ acr 'I/~ ,MAX, SPAG~~
PRECAST BLOCK M CLASS "A" DETERMINED Sy
" 30pp P"€ CONCCONCRETE: MANUFACTURER 0 -2-i-Nj lcw PSI CoNC, 5000 P151 Q oQz
L,60 4" GRAPE M RT R 1NC~ MIN. 12 r, - o-RING 6A5KET TYPICAL PLAN VIES (TOTAL)
U~(w y,tn.,n , v vc 0 V 0 Q v EXPAtJa1pTJ ENLARGED VIEN
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CAST IRON t~aT: 3 H ASTM Ca3h1 x PRECA5T DETECTABLE ,41 WARNING DOME BLOCK
SD +C e, THE CONE -Er-NON c 5HALL BE 2 FEET. 0-~Rl N(- 0-RIN6 GASKET a IN5TALLATION DETAIL
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= ~ I~15ER 9 11 ENLAROer? MEYJ O
STANDARD H-20 RATED F- STANDARD (H-20) RATED ~ DRAINAREA = 62.7 SQ. INCH x PROFILE GASKET a o 0 0 ®a o Q o c o Q Q A5TM C561.
w DRAINAREA 92,5 SQ. INCH t5~ w EXPANSION Jp€ T EXPANSION JOINT s QQQCa~ ooQQ QoQQ QQQQ,
HINGED GRATE COVER U ti PRC?1! LHIN ED GRATE COVER FOR EASY ACCESS PROFILE &A5KET NOTE ` 1. coWSRETiw 51pEI^tALK coNTRI>oTIoN MUST TYPICAL, PROFILE VIEN BE APPROVED PRIOR TO IN5TALLAT€pN ELY , JOINT
EASY ACCESS 1 THE CITY E. 61NEER, u4" (TYP Q Q Q Q O Q Q Q Q Q Q Q 0 {43 Q Q 2. ALL POURED CONCRETE TO BE 5,000 PSI, CLA55 A , TRANSITION MIN, TE2AN51TION
~ MOTES: L- % ui P.LIFT INSERTS AND HOLES 5HA W a a .j P RECISION PIT WWII THE LIFT I kND HOLES SHALL BE 51ZE0 FOR A 3, EXPAN51ON JCIINT5 TO BE FILLED KTH DROP
Q o Fri:: u, BA I~ -0MPLY FAITH NCOSHA 111261ce i ~ KTH THE LEFT DEVICES, AND SHALL 112" SITUMINOU5 F15ER. CURB (o} ()a as C°) Q ® C° as JCC~aHA I~426, IOA, AND SHALL NOT 4. THE SASE 15 TO BE COMPACTED TO x596 A5TM 5TD. PROCTOR. 5. CONTRACTOR TO INSTALL HANDICAPPED -RAMPS
PENETRATE THROlkaH THE MAID w " E. ALL JOINTS MUST HAVE A 5HA ZM15H THE MANHOLE WALL. IN AC 4RPANUE WITH AfA STANDARD5 AND SPEC€FiCATION5, U° , Q ~a 0 as Q Ca} Q as Q Q Q Qa Q Q 5T HAVE A SHARP EVCvE AND BE 6. PRECAST DETECTABLE KARNINCs DOME BLOCKS 5HArL 8E
TRUE TO FORM, 375 375 REFER TO MACE "6' ry L LLLLLLL F. ALL PIPE ENTRANCES SHALL t HAR FACTURED BY M0115146ER FLOCK PLANT, OR APPROVED EQUAL. GUT7 VAR. $LO TOP OF CU ANCES SHALL CONFORM Tp STANDARD '1. UTILIZE SAND AND VIBRATING EQUIPMENT TO STABILIZE JOINTS Z51DEKALK NOT TO EXCEED
c L LLLLI LL LLLLLLLLL LLL 0 ~ DETAIL 166.0, LLLLLLLLLL LLLLLLLLL LLL {y AND ALSO FOR LEV>~L€N6 P ES KER BLOCKS. ELEV. 12:1 Ie 3 j Cfl3 Q Cal 0 Q C7 Q Q Q Q Q Q Q, l~Ppa TEJE PRECAST DETECTABLE HARNiNC BLOCK EST BE IMPi6MENTED
{}1 LLLLLLLLLL LLLLLLLLLLLLL f7, THE CONE SECTION SHALL BE L LLLLLL LLLL L LL LLLL LLL a LLLLLLLLLL L i L li.+Fl LtLLLLLL r t LLLLLLLLLL c-«a c L1 LLLLLLLLLLL SIDE OF THE fNYERT. LION SHALL BE PLACED ON THE UP5TREArJ 6 WSTH TRAFFIC YELLOW COLOR OtJI.Y. WERT.
LLy,LLLL LLLLL r. LLL LLLLLL LLLLLLL LLLLL • a LLLELLLLLL © LLLLLLLLLLLLL H. CONCRETE COMPRES51VE STIR rri LLl~LLLLLLL ~ L ~v CITY OF x+161 POINT 4PRES5IVE STRENGTH SHALL BE A MINII-q1M REV DESG. G1TY OF N ~H POINT REV DESG. ~Y ~Y
11 1-6666W LLLLLLLLyLLLL OF 5000 P51. LLLLLL.,L LLL (D ~W i ARO 1 NA NORTH CAROL 1 NA L RE6ARD1N6 AN EXIST§NCa MANHOLE OR N4'" NORTH G
SLID GRATE LLLLLLI Llt#L.~LE CON~aTRL~TION RE6ARPING AI d PEDESTRIAN (H-1Q) RATED Q 01 ry 45" INS. PIA, LINE ENTRANCE - ALL HOLED gRAINAREA = 51.0 SQ. INCH PEDESTRIAN (H-90) RATED SOLID GRATE OTHER METHOD 15 UTILIZED AND' - ALL, HOL:SMUST BE COFW.IE=ANY 1 RIN SERVICES ENC-21NEERINV SERY1VES C~ 15 UTILIZED AND THE MANHOLE 15 DAMA6EI7, SGALE: N.T.S.
- V) SIDE VIEW THE CONTRACTOR SHALL REP „ p < T TO THE CITY OE HIGH Pf .OR SHALL REPLACE THE MANHOLE: AT NC ATY Or- HirvH POINT. DRAWIN&
U ~ Cl.~~ I a GIT`' OF HIC, aTANDARD DETAIL pRA~IIN,~ 5rANDARD DETAIL Y OF H10H POINT DATE: 12/20/06
p MATERIAL, CAST IRON MATERIAL: CAST IRON 'S,~M NOT: ~A NHEELGHAIR RAMP WHEELCHAIR RAMP )RTH CAROLINA
Q QUALITY; MATERIAL SHALL a NORTH QUALITY: MATERIAL SHALL A. ALL STAi•UARP SEVER MAJNHpLE SECTIONS SHALL CONFORM TO ASTM A48 - CLASS 305 MEET OR EXGEEp THE REOVIREMERT5 OF AyTM C4°1$, CENTRAL EN( DETECTABLE WARNING SURFAG PETEGTABL.E NARNIN(5 SURFAG "RAL ENGINEERING PROJECT: 424.04
tL B. ALL 6TEPS INSTALLE0 IN MANHOLE SECTIONS SHALL
PAINT; CASTINGS ARE FURNISHED PAINT; CASTINGS ARE FURNISHED suer:: HAVE SERRATE? TREAD 6 TALL END LUGS TO STANDARD DE WITH A BLACK PAINT WITH A BLACK PAINT p PREVENT FEET PROM 5LIPPINaTEP PULLOUT Q 4B 5TRENGTH SHALL BE 2000 L55t MINIMUM WHEN SAN,ITAR"r ARIA DETAIL PR.ANiN6 TRUNGDOME.0 ~ SATE. 2-16-04 Ow6. 5r0.4o0.© PACE I of 2 rRNCOoME,0wATE: 2--6-0ON&. 5TO.400.0 PAGE 2 OF 2 DRAWN BY: TGL
0 ry TESTEt7 AGCO>~git~ TO ASTM G.~q'I. p,„ GARY EVER TYP1GAL
C, Th CONTRACTOR SHALL SEAL THE MANHOLE JOINTS 4 (4) L/ I/'"MME I WITH (BUTYL MASTIC GASKET THAT NETS OR ' DIAMETER MANHOLE
EXCEEDS ASTM 0361, DATE:MAR 9S MH-451 9 MH-45PIADG~i~ NO, 3544) SHEET ~
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852 7,2.51 i2b4i 17bt~
T say 5,08 T ~ ~ ti}.6fr7 15.715 uj
I 8~4 I2.73G 11,7{)2 27,.17
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T~1 ~ ~ T Au U)
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50' MIN. {RESf~FNTIAL) fj +C n ~ f) . ~ P ? . ~ . G 'G tl. 4 D 0 . 0 ` 'D, ~ ~ T T T ~
q.G .p. ~ C' G. A L, ~~T~_ as ~~-~~v.r~~~ !acs.
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UJ LL, -
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PLAN STEEL POSTS 1ICE-2-, `~M> s TO THE HIRE -
EXCAVATE A 6" x 6" TRENCH- DRIVE STEEL ATTACH WIRE FENCE TO POSTS AND ATTACH THE FILTER FABRIC TO THE PiIRE P05T5 15" INTO GROUND DOWNHILL OF THE EXTEND THE BOTTOM OF THE FENCE FENCE AND EXTEND THE BOTTOM OF THE 21 WIRE MESH-HARDWARE CLOTH rTaM OF THE
TRENCH, WOOD P05T5 4" IN DIAMETER INTO THE EXCAVATED TRENCH BOTTOM. FABRIC INTO THE TRENCH BOTTOM. ;TTOM.
~t ~ r 23 GA, MIN, & SHALL HAVE MAY BE U5ED. 1/4" MESH OPENINGS
I #57 WASHED STONE MAX. $ r , Z
of #57 5TONE W1TH GRATE BETWEEN BOTTOM OF WIPE MESH
ON FACE OF OUTLET HEIGHT' POSTS y w w s MIN. EXTENDS V HORIZONTALLY 2 ,
f YGr t UNDER STONE r
6 EXI5TIN6 s u rCti'' ,r+~ , i r' i
ROADINA ff STEEL POST gg~ g~ ~ i i ~ 1 I-~
DRIVEN t$" i I i 1 AIIN, z' INTO GROUND
MIN. STEP 4t
BACKFILL THE TRENCH WITH #5?
FILTER FAE3RI6 CLASS A 5T=w7NE W Vy~ GLEAN STONE TO ANCHOR THE WIRE FENCE "HOG WIRE" BOTTOM OF THE SILT FENCE 50 THAT {14 GUAGE WIrH MAX. MESH
6RQ55 5EL1 Cr^ ^ ,E'k f RUNOFF 15 FORCED TO C-0 THRO-16H THE STEEL P05TS-- 5PACING= (2 INCHES)
E STEEL POSTS FENCE AND CANNOT 60 UNDER IT, FILTER FABRIC SEE SPECIFICAT IONS
(Y t#57 WASHED 57 WASHED STAKE ,-t/4" WIRE MESH ~ HEIGHT: MAX. 3' FOR MATERIAL
? UT MIN, 2' L BOTTOM OF WIRE FENCE AND
13 FILTER I~ABIZIC eURIED 6" IN EXCAVATED TRENCH BACKFILLED WITH c,LEAN STONE. C'm -5TEEL POST DRIVEN ..LrAN TUNE.
E ~i 1. ENTRANCE(S) SHALL 5E LOCATED TO PROVIDE
ry MAXIMUM UTILITY 5Y ALL CON5TRUCT€ON VEHICLES. 2, T'J0,NIN6 RADIUS SUFFICIENT TO AC ,OMODATE _ y 11 15" INTO GROUND 56ALE: N.T5.
LARNE TRUCKS 15 TO BE PROVIDED. U 5, MUST BE MAINTAINED IN A 6ONVITION WHICH WILL IITT DATE: 12101OCo
....E I PREVENT TRAGKINC~ OR DIRECT PLOH OF MUD ONTO G I T1' OF H I&H POINT 5TREET5. PERIODIC TOPDRE551N6 WITH STONE HILL I Q. BE NECESSARY. CONTRACTOR SHALL MAINTAIN ITY OF HIGH POINT CITY OF HIGH POINT NORTH CAROLINA NORTH GAROLINA NA
NORT~T CAROLINA RIN67 PROJE6T: 424.04
AS NECESSARY. TRA EN&INEFRINO GEN L RIP RAC, OUTLET ~ 4. ANY MATERIAL i^HICH STILL MAKES IT ONTO THE CENTRAL ENGINEERING NOTE: Bottom of filter mst be GENTRAL ENGINEERING placed In trench and
ROAD MU5T BE CLEANED UP IMMEDIATELY, r 5. PREOUENT CHECKS OF THE ENTRANCE(S) AND O STANDARD DETAIL DRANINO secured I~S backFI1ling the Da o the trench with rushed stare. STANDARD DETAIL DRAFTN DR,K N
STANDARD DETAIL D A S Q TIMELY MAINTENANCE SHALL BE PROVIDED. b. NOTE-5 ARE APPLICA13LE AT ALL POIN 5 OF IN6RE55 VqI RE AND STONE Da not install 511t Fence TEMPORARY SILT FENCE 4 rQ 0~+ aWQp q~~%~ M1MJ9Q FADE C} Wt7'~4Tf ENC,E PRANN 5Y: T&L.
GONSTR.UGTION ENTRANGE AND E&RE55 UNTIL SITE 15 5TA61LIZED, { 'T UTILIZE FILTER FABRIC IN CLAY SOILS, INLET I`'RDTEGT I ON where FIor+S are concentrated,
AND EGRESS UNTIL SITE 15 5TA5ILIZED. DATE: FE8 qa 02-ER 0Dv4& Flo. LA:TE- Now FEB ~~3 [-.3-ERO.DYqG I~fO. PATE: FEB GI-rR©.DWC~ Nt7. 5HEET
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77 BLUE RIP6E, COMPANIES, ING.
5826 SA+MC-T DRIVE, SUITE 105 (LOT Y) 2513 EA5TGHE5TF-R OR PI 113QW2WO000100010
0 , HIC-71-1 POINT, NG 211265 CONTACT: ,III CaRVICrH
ro, lami ~I PHONE: (536) Prat-1515 SCALE: 1 " = 50'
PAX: (336) 684#-15031
nVn~~ W 1; ,ATE : 12/20/06
. Q I W'v INEER: GRAPHIC
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Q CONTACT: STEVE WESB s- PHONE. i - aOO EXT. 510
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(LOT Wl 25141 EA5TCHE5TER VFZ FIN# 180002&30CJwwool
FLUE RI126E GOMPA.NIE4s, INC,.
~ r 5926 SAMET 1,>R€VE, SUITE 105 (LOT Y) 2513 EA5TCHE_5TER. OR 1C~ 45 PIN# 150002830040 7C?O0 doommmomm~
HIC5H POINT, NC 2-7265 by GONTAGT: JIM &RDICH
PHONE: [phone] SCALE. 501
FAX, (336) 691:1-1501
I PATE- 12/20/06
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25 50 100 200 4400 T'(N1N6 STREET 5q Q H16~I POINT, NC 2'7265
` Q CONTACT: STEVE WEBB 7. 310 RAIN BY: T6L
- Q SY PHONE; (556) 812-a5OO EXT. 510
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[ ' 1. THE pEVELOPi=R I5 Ri~t~llil<w~p To #~A'~?i~ A PRO~~551oNAL 1TNC~a€N~>~R {REG~STER~f~ E~! THE ~i' ' a. ; • T ~T Tl N WA DONE #N
'l ~j T ' I i+F STATE QF NORTH GAROLINA) Tp lNSPEGT AN[? GERT4FY THAT HE GONE RUG 0 5 AGGOR#~ANGE WITH NGI70T STAN;r7ARn5 AN)"1 A5 5HOWN QN TI-IE API~ROVEn PLANS ON FILE !N lu [L
I ~~4 r E(F' THE D15TRIGT o1=~IGE.
~ ~ t'
IvYf ~ ? ~ aS. 2. AN EXEGUTET? G0~'Y OF THE ENGROAGHMENT AGREEMENT SHALL BE PRESENT ON THE ~ ~ r T R IF SAFETY OR TRAFF#G GCNp#T4ON5 WARRANT
r ~ ~y ~ ~1 4 ti GON5TRL1GT10N SfTE AT ALL T(ME,~. IF NO o ~ ~ SUGH AN AGTlON, NGDOT R~`aERVf=S TNT RIGHT T(7 5TCJI~ ALL WQRK iJNTIL EV1I~NG~ (7F ~
~ rr ~ Af'PRDVAL WITH SAFE Gt~NL~TI0N5 GAN ~3E SHQWN.
a ~f ~ L f~ Y (/'iii/ ~ 3, STRIG'~" GC~MPLIANGE WITH THE Pp # IE5 AND PR.OGEt~URES F R AGG MM ATiNG UTIL#TIF~
. ~ ~ ~~l"^"l r" ~T Eli' ~ ~ ON HIGHWAY RIGHTS Oi^ WA1_ MANUAL. SHALL BE REC~IRED. THE ENGROAGHING PARTY l5 g941R ~ 6 ~8 . CA p ,
I~X Z~RIV'~ ~'p w;~ / ~ ~ ~ T NTA TH Af~F'R PR#ATE UTIL#TIE ANL7 Td MAKE SATISFAGTdRY ~ REQUIRE) O GO GT ~ O ~ /
~r ~ . 0 ~ Ti N. p ~C ARRANGEMENTS TO ApJUaT TH05E UTlLCT1E5 fN GONFLIGT PRIOR Td BEGINN#NG GONSTRUG C7 a THIS UTILITY AT?,~JSTMENT i5 AT NO GQST 0R ; ~cPENSE TO THE NGC7QT.
~ ~ f ~x ~r~~ ~ ~ ~
~X YVMI 1`D ~ ~ ~ ~ Ri=Mt7Ylp "r 3;av ~r~ ~ ~ J ~'~4 ~ ~ T T TI T~#~ AfFI NTR ANn / THE GONTRAGTOR SHALL NDT BEG#N GONS RUG ION lSN L TR G GO OL t~ 24497
~ l~f..IJC~p Al" MAIN ~ ~ +T~~. ~~r. ~ Q EROSI©N GoNTROL C?EV€GES HAVE FEI=N #NSTALLEI~ TQ THE SATIS>^AGTiON oi~ THE D#STR#GT n ~ ,U ~ ARY AN RMANENT TRAFFI GCJNTROL DEVICES SHALL GdMFLY WITH to ,4
i ~i Y ~ ti~ ~ ENGINEER. ALL TEMPOR ~ G THE MOST CURRENT EDITION pF THE MAI~AL ON UNIFDRM TRAFFIC GdNTRQL S~E4/IGES ~MUTGi?~.
Mt)MEp ~ ' ~ a~ ~ " / ~ q n~
rn ,r 4 5. ALL LANES OF TRAFFIC ARE TO BE QE'ENEQ DUR#NG THE HOURS OF b:00 AM TQ q:00 AM E!P
1=' ~ M TA A W T !'A WITH ~ AND FRC M 4:QQ PM TU ~t>Ot7 M. TRAF IG WILL BE AIN INFO f LLO ED 4 55 J' ~ s / MINIMUM ]~~LAY~) AT ALL TIME, .ANY Wt,~RK REG2UlRlNC~ EQU#PMEE~iT DR PERas~NS WET'N1N ~ C?F
,!t`d I, ~ f2 W, , r. tr f ? /f THE EDGE OF A TRAVEL WAY SHALL REQUIRE THAT LANE GLG5Et7 A5 I~ER THE MUTGt7. THERE
~ rtC? ~y'~ SHALL SE Q WORK. Ihl THE F:EGHT L7F WAY DUR#NG HJLl~AYS. NC) WC7RK SHALL BE ALLOi~EU G'N EASTGHE:STER #~RIVE FROM THE WEp1~E5E?AY BEFORE THE WEEK OF THE FURNITURE MARKET
EX WM TO' f Q ~C ~ ~ ~ UNTIL THE MQNDAY AFTER THEE WEEK 4F MARKET. TWO LANES QE TRAFFIC !N EACH DIRECTION ~
s s ~ ~ & ~I.I,Kl7 ~+T MAIN a ~:h~~a. ~ i :n SHALL OPEN QN EASTGHf~STER FOR THIS TIME PERIQD AS YELL. v
i~ GUR6 ~g y~r. ~q,,. r ~X~~ tl~t ' M'rr rr 4f `.L! ~ ~:rl'": G.'7~~r'iy S ~n f T N ~V T FT N O N AFE C3VERNfGHT. THE CONTRACTOR
~ ~ ~ 6. HERE SHALL ©EXGE A IONS LE O ~ R U 5 aHALL G~3MPLY WITI~€ ALL D.~HA R~~UIREMENT~ ANp PROVIDE A GdMPETENT PERSON 4N 51TE
r ~ f r ~ v • r 1. v• TO ~UPERVi~E EXGAVATION~~ AT ALL TIMES. ALL BAG~C~ILL WALL BE GC~MF'LETED TO ~5~ ul
~ . f C.. ! U~ ~ ' ~ pENSITY FOR SHG~I~LDEi~ SEC~TIONSi 140% ~?ENSITY IN PAVEMENT SEGTlONa ANn IN AGGORS3AN"lE
/ WITH AA'"HT Tqg A M IF#E Y THE NORTH CAROLINA L?EPARTMENT OP Ti~ANSPORTATIdN. ~,o a O S OIL [~~3 ,
r' l~ f ~X IVE Ta , , ~ ~ r / / EXCAVATION MATERIAL SHALL NOT BE PLACED ON THE PAVEMENT. DRA#NAGE STRUCTURES
/ I~ 4V~D ~ I f x 55MN f ~ ~ ` / SHALL NQT BLQGKED Wl'cH EXGAVATIQN MATERIALS AT ANY TIME. ANY I7RAiNAGE ! /
/ r~ e~ra.,E ~ f J f STRUCTURE DISTURBE3~ OR )*~AMAGEI~ SHALL BE RESTOREp T~'7 IT5 ORIG#NAL GOND#TION QR A5 Amp
~ try ~ ~ DEREGTEI~ ELY THE pISTRIGT ENGINEER. ~ / UL ff'% AF lu I z ff)
f ~ f ~ r ~ ~ f ~ ~r , ~ 6. THE PAVEMENT TYF'IGAL ~~OR THE WIDENING SHALL 8E:
/ S.O" B25.QB i~t LIFT QF 4.C}° AT AVERAGE RATE OF 456 LBS/SY 0 LU
1~ i r , / 2nd LIFT GF 4.0" AT AVERAGE RATE OF 4~i LB5/5Y
~ ~ r '~,g~ U e / 3.0" IIq.08 ~ 3rd LIFT o'= AT AVERAGE RATE OF 342 LB515Y r I.O" SFq.SA - 4th LIFT pF f.Q" AT AVERAGE RATE QF #IQ LBSISY TJ BE
Q f.; ~ v PLACED CX'~/ER THE ENT#RE RaADWAY
F- ~ r ~ ~ / M f ~ ~ ~ (BOTH NEW ANp EXIST#NGa .w: w+ Br .wi ~rww t .r+r.wi+ii t r Lr..a..a wa. mu ! fI~R."f ~ J! U ~S.N1!9?r 9 A GI i~'*" III` A Atf"4
t / f j~ v I r= CAJTi I I VAC rq= 14o&mr'L= I G n ,dGrf] r lf^ r-r vo~. I r
SIT TO THE W-,V 9T DISTPJC-T OFFICE PRIOR TO INSTALLATION OF ASPML.T.
/TPEL*> /z
< r EX LANE Ci. THE D15TRICT OFFICE SHALL BE NOTIFIED 45 HOURS PRIOR TO PLACEMENT OF PAVEMENT MARKIN65 AND MARKERS 50 THAT NCDOT CAN REVIEW AND INSPECT PRE-MARKS BEFORE u LU
d / MARKIN& , INSTALLATION. ALL STRIPIRS AND PAVEMENT MARKIN65 SHALL BE THERMOPLASTIC C) Y- IL
TO REMAIN ALKYD/MALEFIC (APPLICATION BY EEXTRU51ON METHODS) ONLY.
dl ks)
10. INORE55 AND EGRE55 SHALL BE MAINTAINED TO ALL. BUSINE55E5 AND DWELLING5 AFFECTED BY THE PROJECT. ALL DRIVEk~AYS ALTE=RED DURING CONSTRUCTION SHALL BE uU T-
f' TEL MH. S5 f IMPROVED OR RETURNED TC} A STATE COMPARABLE: WITH THE CONDITION OF THE DR€VEWA'1'5
w MARKER PRIOR TO CON5TRUCTION.
6 i 0 ' ;a r i a II. ALL 51&N5, PAVEMENT MARKIN65 AND REFLECTOR5 AND TEMPORARY OR PERMANENT
NP/ r ! r r TRAFFIC CONTROL DE'/iCE5 SHALL BE THE RE5PON51BILITY OF THE CONTRACTOR AND BE ~C
o r ,U • IN5TALLEED IN ACCORDANCE W€TH THE MANUAL. ON UNIFORM TRAFFIC CONTROL DEEVICE5 (MUTCD)
AND NCDOT STANDARDS. ANY SIGNS REMOVED DUE TO CON5TRUCTION SHALL BE REIN5TALLEED A5 500N A5 P05515LE.
1.2. ALL DISTURBED AREAS WITHIN NCDOT RIGHT5 OF WAY aHALL BE REPAIRED WITH THE
FOLLOY41NO RATES OF SEED, FERTILIZER, AND LIMIE5TONEE IN POUNDS FIER AGREE, AND THE AREAS PROPERLY MULGEED AND TA' KEEP:
r 25# RELIANT HARD FEEE)CUE
100# ALTA OF KY 31 TALL FESCUE
rr r tl ~r f 1 25# KENBLUE KY BLUEE67RA55
100# 5-10-€0 FERTILIZER 4000# LIMESTONE PRO-ECT Al ORES5:
r ~ r 1, (LOT N 25Iq EASTC44E6TER OR
(fit r; r rl I NO l 5 HALL !ASTCHESTER DRIVE FROM THE WEEDNE5DAY BEFORE THE OV~N L ~k~RK HALL BE AL1 ~OWEED O MEEK OF THE FURNITURE MARKE=T UNTIL THE MONDAY AFTER THE WEEK OF MARKET. TWD LANES
OF T OPEN ON ASTCHE:5TER FOR TH15 TIME PERIOD AS 5LUE RIDGE COMPANIE5, INSTRAFFIC IN EACH DIRECTION SHALL BE 0 I 5526 SAMET pRIVE, WTE 105 (LOT Y) 2515 EASTGH TER OR 83CX~C)4'lUC1s~IC? 5 PIN# 160002
Y ELL. HIGH POINT, NC 21265
N CONTACT: JIM GRVICH SCALE: III 50i
PHONE: (556) 8i~q-1515 FAX: [phone]
4) 41 1;)AT : 12/20/0(
L f !
rPr .r~ GRAPHIC SCALE GPr ENGINEERING 4 WRVE"fING, INC. 'IN&, INO. PROJECT. 424.04
j 50 0 25 50 300 20+0 4400 TYNING 5TREET HIGH POINT, NC 21265
r ~ r 0 ~ CONTACT: STEVE vNE155 DRAB 13"'r. TCaL.
a N PHONE: (5.'~6) 812-8800 EXT. 510
PLAN FAX: [phone]*78p ~ IN FIslJT }
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D D ~'lu e ~~O ALEXANDRIA PARK APARTMENTS
>'tplp~ : rNC~I NEERI t~G AN W ~ - rn 6 AN U Ems! Y E i I N61 I NO.
VELOPMENT GON5ULTINC-) <
STREET FLAN ~ FROfm (LE MLAND DEVELOF'ME u{~ > gSS
`J~ gOti 4400 TYNIN BLUE RIDGE G4MPf4NiE5, INC. eo;.114f ~O TYNINC5 5TREET
, HIGH POINT, NORTH N -P ~ , aomaamaa "i NORTH CAROLINA 2-7265
552(o 5AMET DRIVE, SUITE 105 y° PHONE.- [phone] -aaOO -w FAX: [phone]aO
~ HIGH POINT, NC, 212&5

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I,"""`-`--..a,, ~ 6 ~ i 4'-16' FUSE ONtY 8Y l'~RAItSSIbN QF' 1NE CITY EMGtNEEER~ < ~ ~ ~ ~ I ~ r ~ V
~ j f.. J ~ ~ ~,#I X40---, ~ THE ~ ' ~ NOT t Alt EA~TFt BACKFlIt 5HALl Bi: Ct~tPACTED TO 95% DF' „ --~-GS X46, f ' ~ I E wwwwr
~ ~ STANDARD PRt)GTOR, AND SHALL BE COMPACTED tN ~B"} LIt:T'5. THE fiNAl Q t;g . , c5~ ``~j ~ CE DEN5ET"f ~ ~ rl ~ {f3 } Of THE ROADwAr SUBGRADE SHALL HAVE AN tN PU V
~4=a~~'`. ~ ~ ~r ~r fir' ~ ~ " tiS..~„ Q ~ O~ tOQX OF THE STANDARD RROCTOR. U) N
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. r ~ f + ~~ee~M^ l f 1 f ~ ~ 4V ~ v. r t/+~~r/+ry ~~ry{ ~?yy Y~ r": : c ~ Ply p ~ ~ Q # ~ N ~ „ :.M, contra) lan, and rna be extended in accordance with the ravi~ian~ , , ,t , , ,::a ~ ~ ~ to
i ~ ~ ~4t i V~?+~~ ~+W.4 .i y f 1~ ~ 4 rt k1 r 'r ill I.,. u.. > ~ aF ~eGtipr'€ ,~M~~&(e~ of the f-[ic~h >~alnt Development Ordinance. ~ 'n 4 ,
A tJf ~ "'~'1 t II ,
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5 MH gyp, ~ ,d - , ~ ~ ~ ~ ~ We, ~31ve ~'idr~e Gam and= pc.cept th1~ ~ubmie~€an as avr plan of
I ~l~f SE.t~} x r f ~f ~ devela ment and a nee to 1n~tall al{ re vired imr~rovement~ and co 1
~ ~ ~ ~ ~ ~ th t e cv d't'o ~ o app w ~L ~ 1N ~ I.fi I, , wi h n E ~ n f naval,
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(LOT Y) 2513 EASTCHE5TER OR Plm# 160002~~7CX3U1C1
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' a- r a Q a m Ur) r . u. N N iYl d O Q ~ N N dJ . I'tl d3 tf) f` N O s - dJ ciJ 6 ~ ~ ~ N F PROJECT: 424.074
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57A 214 b ~ ° ~ ~+Qa ~ s~ ~ „ 1 NOTIw: ALL EARTH BAGKfIII SHALL BE GflI~PACTi»D TO 95~ flf THE ~ ` ) ~ r/y, ' 5TANIkA~ ~'ROCT4R ANO SHALL $E CQAtPAC?EI~ IN 6 LIFTS. THE fII~AL n .r X21 V~ t irI J s F 1 3 I'
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~ ~ ~ ~ A~~raved by tine Technical Review Gammlttee far 2 ears, ~ub~ect to
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2 (LOT " 25)9 EA6TC+e!5TER ©R PIN# W0002850000100001
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U ' 16" STEEL ENGASE'~1EN7 DATE: 12/20/06
x DA 'tI_M ELEV PI1 PIPS, 0.216" MIN HALL
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550. 1 C _ . TYPE IV t- dJ W TYPE III + # Cy {14 -18 (USE ONLY 13Y PERMISSION OF THE CITY ENbINEEER)
NOTE,., ALL EAM BACKFILL SHALL BE COMPACTED TO 959 OF THE - STANDARD PROCTOR AND SHALL. BE COMPACTED IN S LIFTS, THE FINIAL
1 t Ei> (S-) Or THE ROADWAY SLIIIGRADE SHALL HAVE AN IN-PLACE DENSITY
aF 10OX OF THE STANDARD PROCTOR.
IN IRJ Pff-AIL tNT
545 SIN T a..
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c i Eiw Endorsement Black on all Plan and Profile meets: OL
i -H Q Q raved b the Technical Review Committee for ears, 5ub'ect to app J
t . . rovol of a 5eparate Iced-disturbin9 permit and/or erosion the a : l~p _ E control plan, and may be, extended in accordance Kith the provisions
0d?iz 1 of Se4.tion 4-6W of the Hi9h Paint Oevelopment Ordinance,. i"e)
zZ f PROJECT ADDRESS, (LOT W 2514 E TGHE5TE : OR
G! F V `DIP IN . MENT cat k t n.nxx~xwrrw PIN# 180002530000700001
_ z z. 10' 5TEEL...~NGASE c31! Director of Planning and Development Date (LOT Y) 2543 EASTGHE5TI R DR
PIPE, 0.21 MIN HALL t 0 TH I Gk,NEJ5 PIK# IaOW28E30C3C7C3"iC C7C11
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/ 535
y DATE: 1212010
o CQ~ N ~Q} t?N~ner's Developer's Certificate of Gom~lionce W Blue Ride Gam anise Inc., acce t this Submission as our ion of
C6 C) - N - o , *t Ur) Ln Z N IT i SJ \Z e, p p SJ S~ S) S Sa ~ development and agree to Install all required improvements and comply cq dJ c p C . EG T : 424.04
' (Z pith the conditions aF approval.
PRANK 5'1': T6L.
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9 , {C%OHP STIR 15cl.0 FLAT TOPS i s
it 74 NOTE: ALL EARTH BACKFILL SHALL BE COMPACTED TO 95X OF THE STANDARD PROCTOR, AND SHAD. BE COMPACTED IN (6") LIFTS. THE FINAL
p 0.62 UI t8"j OF THE ROADWAY SUBGRADE SHALL HAVE AN IN cE DENSITY OF 100% OF THE STANDARD PROCTOR,
t : CL l
VO?N6 + DETAIL . pY y/ ~ S i~
ti 1P t3 Mrr 3r A WC A
m
x (E E~ndorsement BI r-k on all Plan nd Profile 5h ets. O
, ' e~ Committee fo gory, Sub,~ecl to Approved by the t . , , Technical Revi For e , ,..r.. to
the aPProvol of a separate land-disturbin9 Permit and/or erosion , ,
~ i . I control plan, and may be extended in accordance with the provisions n q-6- S(e) of the High Point Development Ordinance, OF c ~~ectio PROJECT AOORESS.-
Ile i (LOT N 251q EASTCHEWER OR PIN# 1WO02550000100001
025 „ , .
V 1or of Planning and Development Date Direc4 (LOT Y)2515 EASTC HEWI R, OR P{H# M0002DWOO0' 00010
i i ~ l 1 401 H
N ; .y.. . R1 • s V t I r SCALE: 4, V
r • E i C lj i t F
i DATE.- 12/20/06
OGom fiance ~Q) Nner5/ Develo er5 GertiF3dat OF e
f ~ r 820.00 11. Yee, BluRidge, Companies, Inc., accept this submission a5 our plan of development and agree to install ail required improvements and comply 9 FR0,JFCT: 424,04 r~r~p~
Q C~ U 0 > 0 C~ S) U: i~ L SCE I~1 !(1 a pith the conditions of approval, ~
C) c`d N N cv tv n~ m iii r3 Q - r Lf)
' c0 d3 cQ ~J ~1 ©Nner/Devel open Date
+5C~ -7+00 -7+50 b+oo b+50 q+a0 cl +50 5+5C7 ~+C~G ~ SHEET
9 +00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+5C 0+0D 0+50 l c~ w ~
- - - - - - - - - - - - - - -

`,.r~,.: „ i~ r Ky 1~''tl"f ~ ~~~~~~~~N~ G~?~(~~2UG~TI c?~l: 1` r ~ W f ~ ~ .r:. 17 -xtlratLF:~rC~ 1 may` ' ,f \
GENERAL -THE POND AND pANI AREA SHALL 8E CLEARED, GRUE38ED AN37 STRIPPEC7 DF Z ~
~~r ~T G~~ ~ ~ r` ~ AL L VEt7ErAr1VE MATERIAL ANC? TOP50#L PR€OR rO BAM GONSrRUGTION. THE f71aP05AL DF ~.i a ~ ~ ~ M HAL NOT E PERMITTED ~ ~ TR~,ES, STUB IPS, GONSTRUGTION PEI3R#5, VirG~TATIVE ATERIAL, ETC. S L B p.yy~~~rr~ gay ~y~ ~g«~ g~}~g~y ~g ~t~9~~$YY~"A~~ri Il~[~9A6A ~wN9~u~r9l~i1~~~ . .^",~a . ~1/," 1,? I ?zt:`.', ` ? ~wy+r~r+~~ :u G:1 t r",w.~xarvnr.,m,~ ~ ri l
t k r ~ ' ~ ~ ~ ~ Q ,.-r ~ c IN THE F3AM DR POOL AREA OF rWE PgND. WHEN BLAST.NG 15 US~.D ra R~,MOVE ROCK RC7M i,/ ~ V 1.. :+.i";~;;;:~. .i.,.,,. l ~ ti L,~ ,nazi, ?t
~ ~ ~ ~ ' ~ P THE A TEP AREA 5~#ALL EIE aVi~R-E~GAVATEr,7 Td AJEPTH DF AT LEAST ~ c k . ,h 1. i THE ODL AREA, BL ~ 4 Ss a Are ' 23.400 Ac. .,~w~,,.~-~~ • _ _ X ~ GB f.,
f i TWt7 >"EEr (2'~ BELOW FIN15H GRADE. ANI7 BROUGHT BACK TO r#NISH GRARE WITH CLAN 1 ~ ~,,,.Y , ~ 1 r i'~1TE* MI RELATIVELY IMPERVIf7U~a 50,E MATER#AL GOMPAGTER .N PLACE. z r'"' 1.37 AC. I ' . _ ! c U ~ ~ Ex~st~ng ISA ..i s ~ .
? ~ ~ 4 + ~ E ~ * Y 9.44 Ac. ~ ' ~SDMH 63 r L, ~ Proposed iSA I R f ~ - B~S~I
~ 2) EARTH F#LL DAMS a~ ~q J, r ~ ~q t c ~ ~ a .w....~..~»+..~.v~...,..nn,.............
S01L MATERIALS USED FOR EARTH FILL WH1GH ARE HI~aHLY PERMEASL~ OR WH1GH " I T # NIF1 ANT RINKAGE SWELL OR DISPERSION SHALL NDT SE U5EI7 IN THE E1tH BI 5 G G 5H , I ~ CaU ~S~`MH ~ ` IH #64
/ t EMBANKMENT, ~ pn-Site t}rAr to Pond 9.13 Ac.
A GUTQFF TRENCH (GORE TRENCH) SHALL 6E PROV1DEp WITH A MINIMUM W#pTH OF F#VE E3) r ~ ~ Y~ I : ' F H FF TRENG~I SHALT. BE fSE ALIGNER WITH THE ~1 W FEET ~ t, THE GENTERLIhE q T E CUTO 1 OffS~te D,A, to Fond #1 ~ 8( t ~ GB .~h 1att~i Wrr"ir ~V ~n~A T!'~ 17.VL7 AV. E ) y \f ~j(~ry~_ ,(M j'~ J • ~ , ~t .CL?.LJ ~
°""""w r R N H HALL B GAR r"~LLY BAGK-FILLEp W(TH -S4~.C~ ~ CENTERLINE OE THE DAM. THE CUTOFF T E G S ~ ~ DA
i~' ~ i A A T N#N TY-FIVE PERCENT {~5~ ~ ~ HIGHLY fMPERMEA$LE MATERIA~ AND GOMr~ACTER T4 T LE S E ~ ~ ? pn`~ite ISA draining to Pond 3.92 Ac, ~ ~ x APRUN L~NC~TH~ ~U ~ , , ~ ~ ~.G~ I
,r pF STANflARD PROCTOR DENSITY. ~ '~~~,C "r~'r a and #1 1.69 Ac. A~'RON 1~ii;3TH:= ~ x~~~E i Future pn-Ste fSA Brae E !g t i' , ~ : • P / ~I i
',f CJ THE MIN1MlIM TOP iN#I?rH OF THE DAM SHALL BE TEN FEET f#t7~) A#~~7 5Lt:1PE5 "aHAI~L NDT 81w K ~ t r^ ' °~48.a L ~ T ? , STEEPER Tr#AN ~#:1 (FOUR r10RiZONTAL TO ONE VERTICAL) DN THE #7AM OR ,.Mk3ANKMEN S 7 ~~yyp#~ ,g ~ ITHfGKhI~Sa= . I i b'` t?It"r~Nt~ iSA draimng to Viand Ac. ~ , t : r i
~ AROUND THE FOND. W , f, 1 r i k GLAD 1 RfF'RE~? ~ f' ~ ; 7atal ISA drainin to Pc~nra' 8.45 Ac. ~ # g
fl) ALL C?15TURBED C~ROUNU AREAS ANt3 EMBANKMENTS SURROl3NpING THE Pt~ND SHALL 8E Q ~ r °•,."';T.'°.' I HA P RMAN'"NT R COVER ESTABLISHED #N ~ ~ ~ ~ } MEGHANIGAI,LY STABIL ZED OR VE E c G ~JND P ~ ti ~ ,-a ~ i ' ' fir { s
1 AGGt?RPANGE WITH THE PERMANENT SEED#NG SGHEPULE AND GUILFORD COUNTY C~IJIPEL#NE~a, r ~ ~ 7 tQ ~t' ~ 'I er Pand ~~I n~ 6.28 Ac. 65,4° ~ , , , . , . r ...M, ~ ; f . ' ~ 't ~w--r• ter,. ;y i ~r a ~ t ' .:,.w ' ~~F " f ' ' t' ! r ~k~ l .r. , 1 t A ~ 1 {
~ ~ ct3 ' a t ~ . r..f.; 1 r p~. ~AGGEaS ~~,J"~~~'tit r (1 ~ pn~ite I~.Ar to Pand #Z 7.67 Ac, e r ~ ~ ~ ~ : ; , , , ~ ~ _ , f W
ttff-Site p.A, to Pand r 3.06 Ac. 1 ~,G , . { ~~+~`i , ~ I ~ ~ l
~ f' v ~ ~ ~ ° ~ INSPJWGT#ON EVERY MONTH rO INCLUDE THE FOLLOW~NC7; (J 10.73 Ac. . s~ E ~ Total 14.A. to Farad #2 ~ ~ C~
!,t ~ I. ~?I~MOVE DEBR#S FROM THE TRASH RACK - ~ ~ , , . ~ t I ~ ~ ~ m. ; ~ 4.04 Ac. ~ ~ ~ ~ t tJ pn-Sine fSA drainin to I and , . , , ` ~ W F
~~,r~ .~:Y GHEGK AND CLEAR THE ORIFICE OF ANY OESTR'UGTiONS. ~ 3. CHECK THE BOND 51(71~ SLOPES; REMC3VE TRASH, REPAIR EROPEt~ AREA BEFt7RE { ~ STONE BAFFLE ~ ~ ; ~ ; L f r ~ ~ ~ ~rf~. rrY! . I 1~ ~ 1 Uff-Slte ISA drainir~ to nand ~"d Z.13 AC.JJ TC~P WiC~T~i ..1, , ~ .....I... , f. i ; ; r 1 It 1
~~r THE NEXT RA€NFALL EI~ENT, w ~ ~t ~ ~ ~ 1 . , ~ . ~ - Total ISA drainin to Pand #2 6,13 Ac. TC7~' ~L~V, &4~.a ''ti.• , ; ~ 1 ° ~ ` I ~ ~ Cq i ~ I
P I N Y M NTHS TO INGLUDI~ THE FOLLOWING: ~i ~ IN5 EGT O EVER S O ~ / ~~oR~~AY ~ : ~ o ~ ~ ~ ~ E ; r~ l ~ ~ ~3TTpM - ~ ,
#NSPEGT THE GOLLEGTION SYSTEM {I,E. GATGH BA51N5, PIPING, GRASSED SWALE53 ~ N TI NIN A Gt,11LAi`Et7 TRASH FRAM t3ASIN GRATES ANl2 ~ ~ 1 FC?R PROPER Flt G o G, GLE RAG ~ a Not to 5ca e BASIN ~c7TTOM5, AW7 GHEGK PIPING FDR gE35TRUGT#qNS. ~laxr ISA Per Pand Ckes~~r: 8.44 Ac. 69.0 rb d r~ ! ''t~ ~ Q ~ i l ~ ' ~ 42.0 ~ ,1 ~ 4 ~ , ~ . ~ ELE a W . ll.f ,
CHECK PC1N17 INLET PIPES FOR UNflERGUTTING, REPLACE RIPRAP, ANP CZEPAIR ~ ~ , , ,E # CE3
~ ~ ~ BRpKEN P#PES. G .J (N~~~ TI N~ 3. RESEED GRA55ED SWALES TW#GE A YEAR AS NEGE55ARY. REPAIR EROP7Efl AREAa 1 i*Jate • ~ .~k t ~ tVlf a artmentsi~: ~ i 1, The slte area Is the fatal deuelopmentarea for E.otY (cal~merclal site) and L.o (p , . ' ~ ' ; ~ ` ~ ; „ , Q
Y~~tT'E SI~~P IMMEDIATELY. , W s + Qr ' P commercial site ~ ~ . 2. Fond ~1 has been deslc~~ed to treat 1.69 Ac. fSA from Lo Y ( f ~ : }7f : ~ ~ ~ ~ ~ ~ ~ i 1 , i , , . y , f. . ~ ~ r
I. SITE DATA; H WI • } INSPECTION EVERY 6 MQNTHS Tq INGLt1I7E T E FQLLO NG SL~~ Y TOTAL. ACREAGE IN LDT Y (TRACT A~: 2.46G AG I, i2EMDVE ACCUMULATED SEDIMENT FRgM THE 60rrgM OF THE OUTLET STRUCTURE. ~ 3, E3~ site ISAto fond #1 ir:clztdes a roximatel 0.44 Ac, from Eastchester qri~ (NC Fi~vyB8j. ~J ~ , , 'Q ~ ' ~ pP Y ~y~'y~, ~ ~ ~1
T iN LOr W TRACT B~: 24.51( AG T lid 1"HE PCJNC?. IF SEDIMENT' STORAGE 15 REU#JGER TCJ ~ ~ rD AL ACREAGE ( 2. GHEGK POND DEPTH Ar VARIOUS PC31N 5 ~ ~ a, Max.15A erthe and des>ic{n is the 15Awithin it7e pr~nd s drainage area, e' .l -r`.... , , . ~ ; ! i . ~};r.,: ti. ~ ~ 5. Off site ISAto Pond #2 irfoit~des. approximately 1,44 ,4c. frorr~ l.ot 3 (PB 97 PG 109) and ~ , , ' ' i ~p p ts', c•~t
TOTAL ACREAGE; 23.Dt1D AG (INCLUDES 1.066 AG IN R.q.W. DECIIGATION) ~t5~5 DF ORIGINAL C~E51GN DEPTH, SEDIMENT SHALL ~E REMDVE#7 TO AT LEAST rra ORIGINAL RESIGN DEPTH. PROP05E17 USE: MULriFAM#LY A, ARTMENr5 approx~mately0.69 Ac, frr;sm Vlth rtes Mfl1 Load, ~ ~ ~ . ~ , ! ~ a; . , . • E .~~E ~ f''DA , , i
3. OWNER I5 REaPON51t3l.E FDR PROVIDING A PUMP TO DRAIN THE POND E~ ZON1N6: GU GO-H (CASE X06-063 LOT Y FOREBAY FOR ROUTINE MAINTENANCE AND GLEAN OUTS. IF NEGE55ARY, u? ~ t~' , . . . .
CASE #O6°Ob3 LOT W , ~ ~ ~ ~ ZqN#NG: GU GO-M ~ MAINTEk~ANGE A5 REQUIREp: ~ ~ ~ ~ J ~r^ {~~n^`' }/'~~(fy+~/y (may/ , ' ~ ~ / ~ EL.E Y r V i f+.yF 1 . ~ ~1 4 i z `j
PLAT REFERENCE: PB 16"1 PG 63 ~ ~ !n I. MOW THE SIi7E SLOPES ACCORDING ro THE SEASON. MA~iMUM GRAaS H>TMIC~i•#T u} . ~ , ~ 2, THIS SITE IS LgGATEP IN 1'HE DAK HgLLC1W LAKE WGA, TIERS 3 8 4 SHALL BE fi'. ' f JDit+7 SEALANT ON ~ ~ r' Q' • , . , . j, 'E CF. EXPI.~.~Ef~ SURFACES , . , . , , ~
3, T©TAL LINEAR FEET OF PU~LIG RC1APWAY' = ~ib2 LF 2. GAT~'A#L5 ANt10THER IN[?#C~NOiJS WETLA1+lD PLANTS ARE ]rNG4URAC~EP ALG~NG THE ~ ~ ~ Iii ,r
BUUhtPAE2Y ANP TOPOGRAPHIC INFORMATION WAS rAKE1~ FROM SURVEY 5Y: PONR PERIMETER; HOWEVER, THEY MUST ~E REM(7VED WHEN THEY GDVER THE ~ C~ . GPr i"NGINI=EKING 8 54JRVEYING, #NG, iPArEp ?~20g6 ENTIRE SURFACE ARirA OF T'NE PONti. ~ 4 J~QNZ~ - '~UL~~AN WAT~f~TGr~ # &p~4 ~ ~ .~r . , i ; ' ~ti. 1 (Y~R APF'RQVE~ EQUAL) AT ALL .~GINTS k ~ , ,
A WI H THE S• THE ORIFICE #S C1E5IGNER rD 3712AW DOWN THE POND #N. 2-S I7AY5. II+ I7RAW17DWN ~ C 3. SITE 15 PART#ALLY LOCATED IN A i=LODT7 HAZARD ARIwA IN ACCORD NGE T 1 N T AG MPLESH D IN THAT TIMI= THE 5Y5TEM MAY BE GLC?GGED. THE ",~J1SGE ~ d3 ~ ~ AT D 5-16-qs. 5 O GO E ~ . ~ ~ 'Q ..,......_.1L ° . , , ~ ' , '1 t
FLOOD INSURANCE RATE MAP 3Tdll3 000 G, t7 E DF T4•IE GLOC~INC MUST BE FOUND AND SLIM#NATED. ~ L~ NEAREST DISTANCE TO THE FLQDDWAY 15 2,t?DO FEET. 4. ALL GOMF'DNENTS OF THE RETENTION f QNt? 5Y5TEM MUST BE KENT IN GOOD ~ ~ x 6fW2.~ x W2.~ @ GENT~R QF SLAi~ 1 ~ U ',Y. f .r.~ , 1 L,SE SHEET MESH NQ QLL ,i.. • (ri
AVERAGE SLOPE = 2-f5~ WORK#NG ORDER. ~ Q ~ . . (©R USE # 3 C~ 12 C3.G. EACH 1n1AYa w ~ , , ~ .
5.501E TYPES: 5. EACH FALL ASSESa RAM EMBANKMENT FOR AN ESTABLISHED RENSE GRA55 COVER. I'" ,I ~ . ~ , a IF GRA55 COVER i5 NOT FULLY ESTABLISHED, DENSE, HEALTHY 5TAND OF VEGETAT#ON, "w fY -i;;__.'~~- Gh GHEWAGLA SANDY LOAM
F I I R # F R A T RAT 5 A ~ ' ' 1 F AM TD 6 PERCENT SLOPES OVERSEEPING, LIM#NG, AND ERT LIZING W LL BE Et~U RED. q EX G ~ : i~ i EnB ENQN INE SANDY LO ~ 2 I ANAi Y # HA TAIN D. m ;:.;.1---1°~„~'- III- M.~ I j ~ E..... ~ r i # CL
~ I T 1 R NT LOPES SD L w 5 S 5 LL BE OB E I I--.~' ~ Er~I7 .NON FINE SANDY EDAM, O 5 E GE S ~ ~ G .:,,_.._p~(, ~ T T piSTURBED AREA (LOTS W, X, Y}: 20.61 AG. ~ ~ I'~`:~ 6. DAL ~,~.,.I. w......i , ill' ,a ~ „„r td~ :.E 1 ' L ~ ~ ~ t t ~ .4/, .'`y~ '~f e„ '-1I~~` I~I.....Ii1 ° .:.,'""""i~IY~f~I ,1.. f .t. `fyr.. j~ L ~ "1 . ` I.U m
'i, SEWAGE DIaF'DaAt, 5HALL a;3E BY PUBLIC SEWER. - 1_"-s. lu
.THE PROPERTY OWNER (DR OWNERS' A550GIATION) #S RESPQNSIBLE FDR S , ~ ~ .r,. ~ . ~ DES 8 e.- z
MAINTAINiN6 THE COMPLETED STDRMWATER GONTROL(53 A5 D1f~G'l ~D BY THE . FIDES HAVING ,~3RISDIGTION FOR WATERSHED PROTECTION AND IF GDVE#~NMENTAL OF C .v iii ~ , , , . ~ f ~ 1. . ' ~ LU CL
TAT Q ~ # B RE~A~ THE OWNERS AaSQGIAT#pN Sh~ULCJ BE D155DLVEt7 ©R CEASE TO I^X#5T, THEN IN H N ~ ~ , . r ,m;,a„~.W.._-. fit. ,/'c,,~,,,.; , ' ,
EVENT ALL THE C1WN,ERS OF REGDR(7 AT THE TIME OF REC~#(REt7 MAINTENANCE SHALL ~ CV i RALLY C.IABI..E FOR ANY ANp ALL CQ5T5 ATTENCIANT THERETO. ~ . ~ ~ ICS ' , . r ~ ~
BE JD. NTLY ANfl SI VE . ~1 ~cl~ ~€o Svc ~ THE GpVERNM1rNT t7FFIGE HAVING JUR#5J71GTION FOR WATERSHEt7 PROTECT#ON AND j
F A TO THE PERMANENT STORMWATER GONTROLl53 r CJR TR~k51-I GUAfZi~ ~ THEIf~ AS51GN5 HAVE RIGHT 0 GGESS r w.... .y' \ f ""+w, n
;=OR INSPECT#DN5 ANC MAINTENANGI= IiNFORGEMENI". N P MA NT WET 17ETENT#DN POND{53 ~aHALL HAVE FULL DE~aIGN VC7LUME UGH SIC?, I~'1(G 1^I.Q, aRAl~l iq. T E ER NE M
PRI ANY 155UANGE OF GI~fZTIFIGATES OF OCCUPANCY FOR SITE 3'"~" AVAILABLE OR O ~'"'"'""'~*•~a ..w . ~~?IPRAP CUTLET / 1X
AN€7lOR PR?OR TO ANY PLAT REGOR17AT10N FOR THE S#TE. TH15 MAY REGtt11RE THE INY. ~ p . ;"Sty`'
GLEAN OUT AND J7ISP05AL OF SED#MENT FROM 7HE PONp. PR N TRUGTION MEETING WITH THE Gll'Y OF II. THE GaNTRAGr©R SHALL 5GHE17llLE A EGO ~ lit
HIGH POINT WATERSHEp ENGINEER WHEN A PERMANENT DETENTION POND 51TE HAG ~ Qur~~`~- tt ~ -samoosooo rr
~31rEN CLEARED ANi7 THE POND HAS E3EEN F#ELD STAKER. I~ _Q 12. FINAL APPROVAL OF THE WET DETENTION I~OND(S) 5HA€.L BE DONE AT FINAL#ZAT#ON l"~)P c~ CLAM wQ _ P. ,i''
OF THE CRAP#NG PERMIT DR AT #aSUANGE 0"r 7HE FINAL BUILDING GERTIFIGArE OF 3'-©~, SEAL
OCCUPANCY WHICHEVER COMES LATER. THE P{3ND SHALL SE CDMPLI~TE#7 IN ITH H APPROVED PL ANa ANR SPEC#FIGATI©N5, INGLUS7ING ~ d'~ 24407 pq 4 qy
AGGORRANGE W T E A{{~~ I D PE(2MANENr GRC7UND COVER ON A~,L EMBANKMENTS WITH THE P04L AND ~j,"I',~, \ EST iJL SHE \A,n., ~ f i ~ ; ~ t 1 ~ a. X
~ DAM HOLDING WATER. APRE-GERTIF#GATION INSf~EGT1QN SHALL B>w GOMPL,ETEI7 l 7S;
BETWEEN GPT ENG#NEER#NG B SURVEYING, ING ANP THE ENFQRGEMENT OFFICER AND , p TI HALL BE COMPLETED PRIOR TO THE tie, EMERC~ENGY S' ILLWA' ALL #TEMS IDENTIFIEl7 DURING THAT #NSPEG ON 5 `Y SPILLWAY ~ ~ ~
I AT#ON ; WElR EL ~BD.S ACCEPTANCE OF THE ENG#NEER'S GERrIFIGATION OF GOMPLEr10N. THE CERT FIG ; . t? _ EE r~ a . ~ wQ~ll. SLAB ~ ~ r::..M:.__ ' ( wC310C7 ~'SI Gt?NGRETE ~
P THE FINALIZATION DF THE GRADING PERMIT qR r=~M~-==~- OF GDMPLET#gN SHALL NDr RECEDE . r ~ THE I55'JANGE OF THE F#HAL t:.4. BY MORE THAN TWO (2} WEEKS, i t' ~ "i 1 4e
l' ; i r ~i V~IEIR ~1 ~ I i .1 WEIR
l°_.:_.::..;J ILL ~~~.t ELF' ~ ~ IR~h~~tTS CITY ~F I~~~H P~I1~T a ~r1l~.rl IN ~piTl4~ TC~ T1~ aE F~C~1 , ?EL.I
7 ~ ~ ~ 1 t I..,,i- _ ~GFiG~+~~ l~N~ I~r„L B~ ~Uikl~l~i? TU ~5 MI~IIM~JM ~TANI~ ~J~ ,~l.L 57 ALL
THE OWNERS A55OGIATION 15 RE5Pt7N5IBLE AND REGiU3RED TO MAf~ITAIN TH05E AREAS ~ G>~ GHOQS Ta vU AN A~ZGHlTEG"f'~'AL VAR, T#N , , ~S~.n ~ GC)I~T~1141~ ~ NfAT~rl~,.5.
tl , IC~NATED A5 COMMON AREAS , WHICH lI~IGI~UDES THE COMPLETED PERMANENT WATER THI~ v(r~,ivt~ PROVIt?ED oN Ti~E SPl1.l.~WAY PIwTAILS Mt15T a~ DE5 ~I I
NTI N POND ~I) A5 DIRECTED BY THE GOVERNMENTAL OE~IGE FlNISHEfl AiNt~il. CONTRACTOR SHAI"1. PR4VI1:7E ~'aINEER QUALITY DEVICE (W.~ I DETE U 2.5" ~GN PuG Tl~l~
~ ~ "NT TH V~NERS ASSOGEATfON FIF.I.g VEI2IFIEI7 SURVEY SEALE~7 SY A R#AGl5T~l7 LAND HAVING JURISDIGTlON I*~JR WATERSHED PRUT~CTION. IN TH>r ~ SI1I~VEYOi2 aF Ft7F~M5 i~Rft7R TO POE1R. 2. " W.Q. ©RAIN ww~~~~~T~~~~__ ~~R TRAM
N R RD SHALL SHOULD BE p1550LVED OR CEASE TO ExI~T, THEN AFL O!" TIDE c~W ER5 EGO ELEV, e~~.o GUARt~ SE~I~B~L pi~PARATID~I:
BE JOINTLY AND SEVERALLY LIABLE FOR ANY AND ALL G05T5 ATTENDANT TI-~ERETO, QWNERS A55C1CIATIpN DoCUI~IENTS ARE RECORDED !N DEED B~~CJK PACE I. INSTALL JRFAGE WATER G4NTROL MEASt1RE5 AGGOR#a}N6 TO THE PLAN. _ R BE ALL. RIi~P~t7 ACID SpR~AD N€!TH AVAII^AOL,#~ T07€L 3" ~7~~P, TOTAt ~ A EAS O SEEDED SH I~ DEED, TOTAL
SEEDBED F'REPARATI4N t33=PTH 5HAL.L 6E 4" T4 6" DEEP. IF SQIL TEST I5 PERFORMED, APPLY ~ `W fE fl ft EP, APPLY 2
T G t ~ GONG WCb x~ Y~Y'iM TONS 4F F<NELY AROUND DULOMITiG LIMESTONE PER ACRE, 6030 POUNDS C3F SuPER~PI~aPH,~:TE 4R ")SPHATE OR
I CERTIFY THAT THIS PLAN WILL GC?NTROL RUNOFP IN GOMPLIANGE Ik~ITN THE CITY QP HIC~1-i PDIN~" STCRi~Y`>!A~"R ~ EG~31VA~.ENT PER AGREr AND (,440 POUNDS OF 14-ID-IQ FERTILI.~ER E'ER ACRE. LIMA:, u ti SUPER~'f-i0~''f~lAl"~:, AN3~ ~~~?71LIZE€2 SNAL.L 8E APF'Ll~q UNIPQRMLY AND M#XEG3 WE"I~# THE 501L. SOIL.
Gi~IDELINES 1=0R WATER G3llALITY AND I"LaOD CONTROL, AND THAT THE RUNOFF GDNTRC7L MEA5l.1RE5 5HC3W.N ON 3. L045E p'UGKS, RCt0T5 AND OTHER OBSTRUCTIONS SHALL 8E R;=M4'/l~l? FROM THE SURFACE SQ NT5 IRFAC.E so
TH15 PLAN MEET DR EXCEED THE t~UIDELINES 4F THE SAME STORMWATER GUIDELINES l=OR WATER aUALITY` AND THEY WILL. NOT INTERFERE WITH ESTABLISHMENT AND MAI~€TENANCE flF VEC~ETATi01~. 4, APPLY ~tULGH (G-PAI~t STf~'AW} A? A RATE CJF 5!J4=~7 PC3U1~ (2.5 TANS} F~ER AGRF.
FLOOD CONTROL.
~~~$~~~rar~~~l~ pi_,~f1~fS ~ MiXTUR~S RATES~/A~RE PLANTfNC~ I~A~7E~: TA ~ ~ {nt~ ILA.. I 15 - aGr, 2
i P AL ~ G~~ A , c. ~ SE ~ ~ Q P ltSN 11k1~0'~M;ATION: n o ~ ~N~ U STREAM C~RA~?EL LL ESG ~ ~ ~ C~RA~J~L PAGING 5 €~Il~,
~ ~1 , ~ ~ ~ A A .7 I ' MI ~ Q TOTAL D~IC~N i7RftINA~GE i2E ICS ~ A~. THiGt~ N. FEB, 15 -APR. HiGt~ MIN. -APR. I5
51GNATURE: ~ w ~ ~~rr gg ~ SITE AGP~AGE 2~.0001'Y... w, ~F'~1 r ~1 A v Cat TIE T t tt7!'~lk A ric A A 1 1 Matx3L^T'S / ~ JP A w /G14 /At2~ /1C 1'k.lC CS/11.1!` t TDP CF ~3AFFL~ ~LE1l. S46.C~ WITH RED PESCU~: (~4 lba.}= FEB. f5 TALL FEaG-JE (4G' Ikxa.} AND 54TRIGEA LESPEI7EZA ~UNSGARIF€ED} (~tO lbs.}: AUC~. 15 4G'f,
We .w !"11'16h. vuIL-I yr-t.At r"tmr- rn~L.L.VrYG,W v.rr CYG+. tvV.V74 VI' f ['1L. T'"V1YW an 2407 DRAINAGE AREA} TALL FESGJE (bP ibs.) AND BROWN TOP MILLET (25 b5) JULY 15
,w 2 2 TALL FESGUE (60 IbgJ AND WINTER MEAT (25 t!>.): NOV, -JAN.
79` /I1ry$ 1~I(j~(J(~/+1y Ci C[ I, yI all' V9p ~ Q \ .IIt w ~~~~~MIMU~~t ~y:41~''~ WEEPING L(JVE 6RA55 (5 IbS) AND SERIGEA LESPEDEZA (SCARIFIED) !40 IbS.): MAR. 15 -JUNE IS COMMON Bi.RMUDA 6RA55 (8 ib5) (HULLED): N APR. 15 - JUNE 30 5 JUNE, 15 A JU I-
~ f-`,R SURFACE AREA -R,488 SF 'T. PERM, SEDIMENT STORAGE 4,86.q CF 5055 CIF tl v° (10 Ibs) QNJHULLED): FEB. -MAR. 0- Uj
p6gagQ~9 N ~ a~ j.+ z $u
Q Z m
4 TEMP. WATER ,QUALITY VOLUME 22,CIW CI` 36,505 CIF
TEMP. P40 POOL I1R,4NDDM TIME 2-5 DAYS 2,q DAY5 LU T
S. IftlaW Es
Z CONCRETE WEIR MIRAFI IbON GRAPHIC SCALE FILTER FABF2IG
25" HATER QUALITY ORIFICE ao o zo ao so Aso X ci
STONE SAFELE LJETAL KT5 MOM
t~
( IN FEET ) -1 OL
2.5#1 TE ~25° TEE FOR TRASH 6UAR:P NOTES: i in-on = ao ft.
< TOP EL. 853.0 (5EE DETAIL rHiS 5HE€_r) i. OWNER (OR OWNERS A55C1GIATION) SHALL BE RE5PON5ISLE FOR ROUTINE
4 J I
} o 1Q0-YR. 5i'ofzM_EE.. 851.50 OPERATION! AND MAINTENANCE.
I 4I1 GDNG W/b11x6'
EMER6ENG1'{ d ELEV. 8501.5 I -IERSENGY SPILLWAY (WEIR #2) ELEV. 850,5 10-YU. srowM EL. e50.12 2, CONTRACTOR SHALL ESTABLISH 6RA55 ALON6 THE POND SCOFFS AROUND THE
t N ELEV. 844.0 PERMANENT POOL AS SOON AS GRA171NG OPERATIONS DICTATE. SEA PERMANENT HEIR #i EW=v. S4a.o SEEDING SPEGIFIGATIONS FOR SEEDING SGHEDULE. PRCS, EOT ADDRESS-
~r . E;KPANSIQN JOINT'/ WATER STOP 1 • ~ FORMAL POOL E 4AL POOL EL o w.a. iNv ELEV. e41.0 OY'~NER?DEVELOP~-R: (LOT 4 25l q EA6T04E5TER DR P N# taOO02830000100001
- ELEV. 84-.0 77. 3. THE PERMANENT NET DETENTION POND SHALL SE USED FOR TEMPORARY gLUE RIDGE COMPANIES. INC.
GUT PIPE FLU5H WITH C.1NCRETE 23" PVC W.Q. DRAIN POND PEF2M. KQ. STORAGE 4.0' SEDIMENT STORAGE DURING CONSTRUCTION. ONCE THE SITE HAS BEEN 5TP,81LIZED, 5826 5AMET DRIVE, SUITE 105 (LOT Y) 2843 EASTGiE~TER M PRO 18a>02830000"100010
~ ELEV. 842.D~ THE PERM. YET DETENTION POND SFtRLL BE GLEANEL> TO THE ORI6IN,4L DE516N HIGH POINT, NG 27265
N ~r 6RADE5. ALL SEDIMENT SHALL. BE REMOVED AND THE POND STABILIZED PRIOR TO oONTAGT: JIM CROTCH SCALE: I of = 40;
v p..ev. a43.0 I55UANGE OF THE CERTIFICATE OF OCCUPANCY. PHONE- (556) e0'1-1515 FAX: (3361 8S9-1501
b b PERM. SEDIMENT STORAGE I.D' DATE: 12/20/Orb
i 1 (5EE DITA lo~ (SEE v~rniL °R° TrtiS suer) ELEV. sa2.o 4. SEDIMENT SHALL BE REMOVED FROM THE POND Dt1RINC7 DEVELOPMENT WHEt~tEVER ENGI1~lEER: 6,, INC. PROJECT: 424.04
5.C= KEY TRENCH TO BE EXCAVATED TO MIN THE STORAGE VOLUME EXGEED5 7590 OF THE DESIGNED 5EDIMEHT STORAGE. CPT er&irEeRIW5 a Su9-VFYU(:5,, INC. 4400 TYNIN6 STREET
STABLE SUB 501L AND FILL WITH r MATERIAL APPROVED BY THE SOILS 5. POND HA5 BEEN DF-5I6NED FOR A MAXIMUM b0% 15A OF THE PO',l4D`5 DR,AINR6E HIGH POINT, NG 27265
4 BN&INEER. COMPACT TO gSSlr 5TC7. Q 3 CONTACT- STEVE VeBB AREA. PHONE: (sue) sit-aeoo EXT. sio PRAM ~3'~': T6L 310
N PROCTOR. MIN DEPTH 3.0 FAX: (936) 812-b"780
dJ ;1 d 6. A PUMP SHALL BE PROVIDED BY THE OWNER (OR. OWNER'S ASSOCIATION) TO SHEET
DRAIN THE POND FOR MAINTENANCE.
NT5

r~A,4 « ~ ~ ~t~tl 1 t~t L/ 4 wl :HE-r ANN RE Y 151 O 5
~ „ 1' t - TW P D AND DAM AREA SWALL BE CLEARED GRUBBEi7 AND ST,~'iPPED DF I) C~EItiERAL E DN t,~ , AREA
>~,,,r fl..UB ~ ,r' ~ ALL VEGETATIVE MArEIZIAL AND TDPSO#L PRIdR TD pAM CONS€RUGriON. THE DISPCtSAL JF OAT ~ i LE7` ~~ormv~a~~r Cana eo~en~ ~u~mar - ~ ' 1'754 50 I
~ TI ~ Rim ETAT#VE MATERIAL ETC. SWALL NdT BE PERM#TrED TRIES, STUMPS, GDNSTRUG DN D~B VEG , ~ ?r F W ( T K', M YE RDGK FROM ~ r ~ ~w~ IN DAM OF2 PG~L ARI=A OF THE POND. W EN 15LA5TING S U5>~D 0 E D
' r r! i< T PTW I* AT LEAST Site ~r THE POOL AREA, T"r?E BLASTED AREA SHA)rL OVER-EXCAVATED D A DE D t Sate Area ~'V ~ / .
fi ~ ~ ~ ' ~ % rW0 FEET (2') FaELdW FINISH GRADE AND BROUGHT r3ACK TO FINISH GRADE WITW GLEAN „ T V tip ~ . ri. . f4 ~ M
t~fl )CILAT#VELY IMPE#2VIC7U5 SD1L MATIrR#AL COMPAG f ED IN PLACE, 'fE5 M# t a Ezls~ng ESA AC, r M f ~ `4 , J _ . A.
. ~ y 2) EARTH FILL DAMS • • R~ , I 1 I Proposed 1SA 9.44 Ac. I ~ . ° ~ ~ o ~ ~ ~ . ~ , Y . ~ ~
y E F R EARTH Fi_M WHICH ARE HLC~HLY PERMEABLE CSR WH GH A) SnIL MATER ALS USED d t Q ,.w ~ N T IN Thl~ , ......~.awe.nMwww -.rY--w,..:.~. ~ w.w . . 'V . ~ ~ !
EXHIPir 51GN1FiCANT ~HI~INKAGE SMELL, DR D18PERalON SWALL 0 SE USED d- i ~ p~, EMBANKMENT. 4r1-Site tD.A. to I~t)nd #1 9.13 AC. _o ~ ,C,, • : , ~ ' \ ' Z , ~ ~ ,
/ , ~ ~ ~ B) A CUTOFF TRENGW (GORE TRENGW) SHALL 6E PROVIDED WirW A MINIMUM WIDTW DF FIVE ~ ~ qff. ~ rn , , . q-Site p,A. Pond #1 4.53 At: . , ~y n a g~ {~~y ~ A + .-~k" F'12AP' ~'l.~T --~-wrr..-:., .
' FEET {5'), THE CENTERLINE DF THE CUTOFF TRENCH SHALL BE BE ALIGNED W#TW TWE t ~ Teat, ' A rFp i ITW w> . ~ GENTERLih(E DF TWE DAM. TWE CUTOFF TRENCW SWALL H~ CAREFULLY 0 GK __ED W ~ t Total Li.Fi. to P{~r~d !'!'S ~~t}~ Ati. r^,~. 'r... 4'..+ ~ Y„r ~ . t A r.-. ..I^
w, ~ l~ HIGWLY EMPERMEABL4w MATERIAL AND COMPACTED TD AT LEAST NINETY-FIVE PERCENT (g59h) O Q t3n~ ~ W ~ , `APR©I~ ~I : ! . . tin-SItB ESA drainln to Pt~tad #'I 3.92 Ati. ~ w...,' ,r . , .
, ` dF STANDARD PROCTOR DENSLTY. Cr Eruture {?n-Site ISA drainirt to fond #t 3 9.69 Ac, ~ ~ . 9 - } r''', -GLA55 I RIPRAP , r , . , o , . , -law
G) THE MINIMUM rDP WIDTH c~F TWE DAM SWALL BE TEN FEET (10'1 AND SLOPES SHALL NDT BE ~i ~ Lt~KE ANKM NT STEEPER TWAN ~:i {FOUR WDRIZONTAL TD DNE VERTICAL) DN THE DAM DR EMB E 5 Q C?f#-5i#e ISA draining to Eac~r~d #t 4, 44 Ac, ' ; i :w:,,,,~:.:.._.,,.~..,- ~ ; ~ - " , W 56
!f l H 1 ~ m ~ Tpl`i ~ ARDI~lD THE POND. ~ ~ ~ p Total ESA drainin to Parttf #9 6.45 AG. •f • . ' ~ , ~~t ~ ir5 ~
T R ND AREAS AND EMBANKMENTS SURROUNDING TWE POND SWALL BE ~ ~ ~ - D) ALL DLS URGED G OU ~ ~ ~ ~ T € # R WAVE PERMANiNT GRQUN[7 COVER ESTABL#SWED IN - v ~ ~ MEGWANIGALLY S AS L ZIMD D Mal , Max> ESA Per Pt~nd C1e5tgt~~ At;. #;~3~,fl~} ~.,r-°"-,'':, Q~~ - C? SAN
4 ACCORDANCE WITW TWIT PEE~MANENT SEEDfNG 5GWEDULE AND GUILFORD COUNTY GU#DEL#NES. ;y, ~ h" w + ~ f..^ , t. s..t.•t MAR.,' . 'f nu .~y~
t ~ ~ ~ ,f' ~CI~ ~,J „ 1 ~ ~ ~ n...,. , ~~n-51te E~.A= to Fand ~ ~ ,-r ~ . ,
r ~ , d , r { e to Pond #2 3,46 Acr ..rr ~ r . , otf-sit i3.A. ~5~
~ ; ~ Lpp~ ' ~ 1NaPEGTiDN EVERY MDNTW TD 1NGLUDE THE FOLLOWING: ~ tf ~)-p~~ 14'73 Ac, '='"r Y t~ F1 tG'~' ;t, r:,-.,.. w--~-W.-.~...w_. Fatal 1'l,A, to Pared #~2 ~ , . ~ . `.~'~`--r-~..~._...,.,...,.~,,..:~ ~ ~ 0 a
. ' , I. REMOVE DEBR15 IrR4M THE TRASW RACK V64
• GWEGK AND CLEAR THE ORIFICE DF ANY 065TRUGr1DN5. ;r p 3. GWEGK THE PaND SIDE SLOPES; REMOVE TRASH, REPAIR ERdDED AREA r~EFt7RE ~ ~ ~ Ofd On-S€te ESAt dra>intng to ParttE 4.44 Ac. o ~--;~,1 . . , ~ ~y~.l .,a ~r~,~ OED'-Ste 1SA dra~nin t€~ ~r~a~E ~#2 x,13 Rc. . , , . , . ~ ~ ,
3 ~ TWE NEXT RAINFALL EVENT. ~ r, 3~~,. ~ a a Total ESA drainirt to Porto 6.13 Ac. , ',,~i ~ ~ _ ~U
1N5PEGTIDN EVIrRY 3 MONTHS rD INCLUDE TWE FOLLOWING: ~ fj . , f ~ 1~~ ~ D 20 . . ~ . .
V1GINIT~' I`"~~tl~ f, INSPECT THE GOLLEGTION SYSTEM (I.E, GATGW BASINS, PIP§NG, GRA55ED SWALES) ~ FDR I~RDPER FUNGTIDNING. CLEAR ACCUMULATED TRASH FROM BASIN GRATES AND ~ ~ ) ~ Nfaa Not to Scale rR TIN . . Et~aat. ESA Per Pt~nd ~e~t~~ ;E 6.44 At;, (64.4°k} t , . , ~~Jf/f . - ~....r. , : C3 d}
BA51N BdrTOMS, AND GWEGK PIPING FUR OBS UG D 5 2. GWEGK POND INLET PIPES FD#~ UNDERCUTTING, REPLACE RIPRAP, AND RIrPAIR
fV'Il"'~TI~~• BROKEN Pll"'1~5. ~ ~ ~ ~ S. RESEED GRA55ED SWALES TWIGS A YEAR. AS NEGE55ARY. REPAIR i"RODED AREAS ~ C~ Nate gar ~ . ~~i 1, The site area is #~e totai de~~elvprr~entarea for LotY(cammer~aai site) and Lot Utit(apartrnents~#e}. , . , , . y . ~ ~ , E30TTUM
IMM LATELY, ~ I. SITE DATA: ED tq ~ ~ F ,~'r ,:,y,, 2, Pond #1 has been designe~3 b~ treeat 1.69 P~. ISAfrom Lot Y(commercial site}. , , , ~ . . , , ~J' ~ , • ~l~~V. 842.©~ r}y/~'}y ,r , . ° TORT ~
T A T A : 2.48q AG INSPECTION EVIrR;' b MONTHS TD 1NGLUDE TWE FOLLOWING: R,"~ ~ TOTAL ACREAGE fN LOT Y (R C ) 3.L ~ 4 A~. rom Eastchester Qrive N~ H 66 f ~ f, , 3. site ISAto Pond #1 incf~des al. proximately0.4 f ( 'h^! , , ~ , ~ , , - , z . Pate AGG1r~ ~ r•
T W TRACT B): 2D.511 AC 1. REMOVE AGGUMULATER SEDIMENT FROM THE BOTTOM OF TWE OUTLET 'SrRUCrURE. , T©rAL AGREAC7E #N LO ( ~ T Cl Q ~ 1.D6b} AG IN R.D.W. DEC7IGATIDN) GWEGK POND D1;PTW AT VARIOUS PO1NT5 iN THE POND. IF 5EDlM{iNT STdRAGE ~S REDUCED O TOTAL ACREAGE: ~~.DOD AC (INCLUDES ~S`~i CJF ORIGINAL DES#GN nEPTH, 5EDIMENT SWALL E3E REMOVED rD AT LEAST 5, 4, Maz. ISAperthe and design is the ISAwithin the pond s drainage area. ~ ~ 'E , , . r'• . U IT51 S- z
PROPOSED USE: MULT#FAMILY APARTMENTS r~ ~ OR#GLNAL DC,,,#GN DI~PTH. . dJ 5 -si is to Pond #2 incitdes a roximatei 1.44 Ac. from Lot 3 PS 97 PG 145) and `i~l~ / .i' , . ` ~ ~.g PyG~ pi #23 . C>ff to A Y ( /r I P 1 . ~ ~ ~ a roximatel 0.69.x. from White,: Mill Read. / r . ~ ~1. ~ 3E1~R.OM, 2 -2: 1.U
~ T Y 3. OWNER #S REaPON5i33LE FDR PROVIDING A PUMP TD DRAIN TWE PONi7 ~ r~ ~ ~DNiNC~: GU GO~H {CASE D6-06) LD L{ FDREBAY FDR ROUTINE MAINTENANCE AND GLEAN OUTS, IF NEGE55ARY, ~ t ,r #4{ i ~ YD ~ t fib..-~ 3
~DN1NC~~ GU 6C7-M (GA51r ~D6-D6) LDT W ~4~.C) ' • MAINTENANCE A5 REQUIRED: W FLAT REFERENGiw: P$ Ib~t PG 63
W W LAKE WCA TIERS 3 tt: MDW TWE SIDE SLOPES ACCORDING TD THE SEASON. MAXIMUM GRA55 WEIGHT 84b.0 2. TWIS SITIw 15 LOCATED IN THc.OAK DLLD , - ~ € T ALA~~T OIL ~ . . ..1=OR~BAY . ~ .+HOTTpM ~ ~ -rOP ~L~'~. 84b.~J WS' ' W- .
3. TOTAL. LINEAR FEET DF PUESL#G ROADWAY = X62 L F SHALL B)~ 6". ~ Q M R Y: CATTAILS AND dTWER INDIGENdUS WETLAND PLANTS ARE ENGdURAGED ALdNG THE 4, BOUNDARY AND TQPOGRAPHIG INFORMATIQN WAS TAKEN FRD 5U VEY B T M T R'" WHEN TW Y GDVER THE 0 , ,t ~ ~ ! ~ ,,f ' LTV. ~42.0~ . Q'. tiS`,~•
POND PERIMETER; WDWEVER, HEY ~ BE lrMdVED E GPT ENGINEERING ~ aURVEYING, {NG. DATED "t-2Ddb ENTIRE SURFACE AREA OF THE POND. . y~ WLG:;~AN WAl'~R~7"QI~ # 8434 ~ ;,,r~ .r~;,,.r ~ t.. r ~
3.51TE 15 PAIcTIALLY LOCATED #N A FLOOD WAZARD AREA IN ACCORDANCE WITW TWE S, TWE DRIF#GE 15 DESIGNED TD DRAW DOWN THE POND IN 2-5 t1AY5. IF DRAWDDWN FLddD INSURANCE RATE MAP ~3~~Ji(3 dd04 Gr DATED S-#S-qS. 15 Ndr AGGUMPLI5WES7 IN THAT TIME, THE SYSTEM MAY BE CLOGGED. TWE SdURGE t~fi~ APPRCI'~l~t~ ~QUAL~ A~' ALL JOINT, r i , . , ~J t;V C~ ~
. tr T I TANGS TO THE FLddDWAY IS 2,DDd FEET. OF TWE GLflGGING MUST BE FOUND AND ELIMINATED. NEARES D S 4. ALL COMPONENTS DF TWE DETENT#DN POND SYSTEM MUST BE KEPT iN GdDD ~ I~WF E~ x 6IW2.~ x i~I2. C G ! , ~ GB ~2F U8~ ~N~~T M~SN - N(?T ROLL NIf~SH r , , . ~ , v ~ rte..,
4. AVERAGE SLOPE = 2-#5~ WORKING ORDER, . FOR U5~ 3 ~ 12 C7.G. ~AGH ~ ~ ~ l ~ ~ r 1 ~
5.5d1L TYPES: ~ R, ~ 5. EACH FALL A55E55 DAM EMBANKM~.NT FOR AN E~rABLISHED DENSE GRASS GOVIr GIB GWI=WAGLA SANDY LOAM IF RA55 GdVER la NQT FULLY ESTABl..15NEi7 Dlr+'~aE, WEALTHY STAND dF 'VEC~ETAT#0~(, G '
T AT A # ~--~-i ~ I~+ ~ . En~3 ENDN FINE SANDY LOAM, 2 TO b PERCENT SLOPES dVERSEEDING, LIMING, AND FERTIL#~1NG WILL BE REQUIRES?. FOR EXAG R ES . I~~`~ Tli~l~, L,~~ `µilf~l~i~ .,.I t ~ i ~ ~ ~,w... ' M ' 4 111 VV "V 1 CL
EnD ENDN FINE SANDY LOAM, 10 TD 15 PERCENT SLOPES SOIL ANAL ~ 515 SWALL BE OBTAINED. , ~1 i L,"M ` 1.U
6. TDrAL DISTUR6ED AREA ~LOTa W, X, Y~= 2D.61 Ac. "I. SEWAGE DISPOSAL SHALL BE BY PUBLEG SEWER. O d , 3~1 ~ i~E, ~ ~ jj ~ 'ry ~ l~Sr e~ `I~E ~ I~-; ~ _E 1 ~ 3 ~ ~3 ;:,`mss ~ ~ ~ . ? ! ~ , . ~S ~r x
TW PROPERTY dWNER (OR OWNER5" A550GIATIDN) 15 RESPONSIBLE FOR ~ S. E N o # ~ f Fly ( 31 r 3 ~ r : ~ ~ ,°~L~.,' ~ ~
MA#NTAININC~ 'i WE GGMPLErED STORMI^IATER GONTl~C7L{5) A5 D1i21wGTEl7 BY TWE dj lU I F J dJ GOVIwRNMENTAL OFFICES WAVING ,A1RI5D#GriL?~t FOR WATERSHED PROTEGTIDN AND ~ ! INV. OU7= 84~L0 E ~ R.I PRAP ~U~"L; T' ~ . . z
THE OWNERS' ASSdGlAT#DN SWOULD BE DI550LVED DR CEASE TD EXIST, 'THEN IN TWAT ~ 3 RE13A~ ~ ~ R~~AR APRC7N I~»~I~r~:• , ` ~V ~
EVENT ALL TWE DWNrRS DF RECORD AT THE TIME DF REQU#RED MA#NTENANGE SWALL Ia{! ,APRON WIpTf~~ ~ x~~ 1 ~ ,
E!~ .JOINTLY AND SEVERALLY LIA6LE FDR ANY AND ALL Gd5T5 ATTENDANT THERETO. q. TWE GOVERNMENT OFFICE HAVING .RJR#5D#GTIDN >=aR WATERSWEq~PROTt"GrLdN AND ~ ~ ~ ~tF ~ ~ ~ 3. . E,~~ A ten, p q~ ' ~ i GLA~a f R~PRr~tP ~ } ' ~ D` ~
N N M R G N'SROL S TWEIR A551GNS WAVE RIGWT DF ACCESS TD THE DERMA E T STDR WATE D ~c~y GUARD „e_..,. f , , ~ r , l , i t i ~ , i 'k i4
FDR #NSPCGTIONS AND MAINTENANCE ENFORCEMENT. lO, THE PERMANENT WET DETENTION POND(S) SWALL HAVE FULL DE51GN VnI.UME c~~ ~ yy.~. ~ ~ f
AVAILABLE PRIOR TD ANY l55UANCE OF GERT#F#GATES DF Qr,,,GUPANGY FDR SfTE ~ ~ GB 30 , ! ~ + °e~ ) i
ANDIdR PRIOR TD ANY PLAT REGDRDATIDN FDR THE 51Tf~. T W#S MAY RJaQUIRE THE AN T AND DISPOSAL OF SEDIMENT FROM THc POND. ~a ~ 1 ti 1 t ..wn")'"Z~fY^+S (`.'ter:. {f J
GLE DU II. TWE CONTRACTOR SWALL SGWEDi1LE A PR>rGDNSTRUGT#ON MEETING WITW TWE CITY OF . ~ : ~ ~ ~ '1 ii ! t ~ ' o
WIGW POINT WAT'cRSWED ENC~#NEER WWEN A PERMANENT DETENTLDN POND S#TE WAS t3EEN CLEARED AND TWE POND WA5 SEEN FIELD STAKED. FF t } n' ~ 1r y ~ ~ t M' l
A APPR VAL OS= THE WET DETENTfON POND{5) SHALL. S3E DONE AT FENAL1ZATi0N 12'_D~~ 12.1=1N L O 11 ~ E ~ ~ t k, , 1 ~y ~j ~^~r ~y } ~ ,'1j -mow. _cts I~f
OF TWE GRAD#NG PERMIT DR AT 15SUANGE 4F TWE FINAL BUILDING GERTIFiGArE OF i it ~n •t~ ~ ~ ',f~1 4I 1~ E::L 83.0 i ~ ~ u ~ ~
OCCUPANCY WHICHEVER GDMES LATER, THE POND 5WALL Sir GDMPLETECJ IN 7 ACCORDANCE WITW TWE AF'PROYED PLANa AND SPEGIFIGAT#dNS, INGLUDLNG 1~ r i ~ 1 f, f 1 to . dpi , . ~s,s _ SEAL w. ft. 24497
EyTAEiL15HED PERMANENT GROUND GDVER ON ALL EMBANKMENTS WITW TWE S'DDL AND W M S7 N.T.S. ~ 3 ti .M
DAM HOLD1Nf~ WATER. A PRE~GERTIFICATEON #NSPEGTION 5 ALL BE GD PLETE tiff t BETWEEN CPT ENG#NEERIN6 8 ~1RVEYINC~~ LNG ANC' THE ENFORCEMENT OFFICER ANtJ ~ N ~ a~ / ~ I ~
F1 D DURING THAT INSPEGTIDN 5WALL BE COMPLETED PRIOR T'0 TWE EI+~I R N SPILLWAY ALL ITEMS 1DENTI E E CAE G ti T SPILLWAY ~ ~ ~.~r ~ /
ACCEPTANCE DF TWE ENGINF,.ER`5 GERriFIGATION ~ GOMPLErION. TWE GERTIFI~.ATION W]wfR EL a~Q.50 F MPLETION SHALL NDT PRECEDE THE FINALI~AT#ON OF TWE GRADING PERMIT DR ' ~ ' . r--n L a~Q.50 ~ , ,s,;~;:r,~J,,. . ~ 4 t;GNC.. ~LA~ ~oil
t ~ 1 i"~ r TWE #551JANGE dF TWE FINAL G.O. BY MORE THAN TWO {2) WEEKS. l ~ t ~ ~,l, ~ _ i- j 3'~C~p P81 GCINGR~T'~
G ~ . , SIR ~I d L~~"' ~ .I ~{Q ~I
Lw.;,..w;.~J E~.C L 54.0 IN ~1?ITIC~~1 T~} T1~ RIJIt~~M;~NTS CITY I~+IGH I~C~INT a CIT~LI eL
j/~'j~ ~ i u w V ? '"lJ ~GII"IG~"i"1~31~ ~W,~I_I.. B~ t~~~t"1 TC~ ~5 >~Ih~I1M ST~ND~h p>~ ,~1.~. ON ALL
R A GIATIOI~ I~ RE5P~1~51BLE ANL Rt~UIREn TO MAl~TAI)~ THOSE AREAS II~ ~ GHC~c'a~ TU t~ AN Ai2GFfIT~GTfJl~AL vR, TEEN ~E~.~3~ Gt~N~TR~T~O>~i ~ Nl,~Ti~,l~,~.
MATED A5 "COMMON AREAS", ~lH1GH Ii~GLUDES THE GOMPLETEL pERMA~(E1~T WATER THE Dil PR>rJVi1~EC~ D~! THE Sf~ILLWAY S~ETA1l.5 MU5T ~ ',J DE5 G
P ~I A IREGTEL ~Y THE C70VERNMENTAL OFFIGc PiN15HEC? D1MIi~~lalt,~l5. CA~t'I'RAGTDR 5HAL1,. PRc'}YIDE ENGIt~R QUALITY DEVICE (WET LETE€~TI01~ ONL ) 5 L ! l~ ~0, • F~VG T'~ r
IATI N Irl~f-D V'~RIPII~ SSJRVIrY ~iAf~D BY A RI:G#ST LANS~ HA4'ING ~lUf~15DfGTi01~1 FOR WATERSHED f~ROTEGTION. IN THE EVENT T}~E OW1~ER5 A550G 0 SURVr~Y+OR DI~ PORriS PI;:iC~ TA I;'UUF~. ,2" V~l.c~. DRA(N .-.r......~...~._..~ ~ ~ W M _ ~ _ ,.,e__ ~7E~ X51 f _•-___W..rw.- ` 4~6,C) ~~ED~~ Pl~EP1~~.~T~C1>~:
. # n15 oLVEr~ aR CEASE TO ExisT, THEN ALL. Q~ TIE C~WI~IERS OF REGaRD SHALL ~I~o~~~ BE ~ LEv. ~~`~.D C~{1,~1~
F R ANY ANL ALA. GQ5?~ ATTENLAI~T T~IERETO. BE JOINTLY ARIL SEVERALLY LIA~3LE O . i. i€~~TAI~L ~t1RFAGE: WATER GDNTRC)I.. i~A5Uf2E5 AGGDRgIHC~ r0 1"H~ PLAhI. . AREAS 7D Bsr ~~>ri7ED SWAL€~ i~E l2IiU ANL ~PR~ WITH AVAILAESI.~ rOP~a(71L 3" ~7EEP. rDTAL 2 DEEP. ToTAL
W~lERS A550GIAT103~ GQGUMENTS ARE REGORDEL fN '<7?E~D k PAaE O SEEU~EI7 PREPARAT'IDN I?I~PrH ~€ALL TU 6u 1?EEi~. fl~ NCB 501E TEST IS PIRIr JRlI7, APF~LY 2 -P, APPLY 2 • 1
~r II it Et ~ GD1dG W/b x~+ WWM Tc~l~l5 a~ FILLY rROUI~ D0LC7MiTIG LIMI"S~"t3NE EVER AcRI~, 6DC~ I=nUro~ aIW ~uP~~-~PH~p~Ar~ aR ]SPHATE OR RFAC 5 Au ff)
~ I ~ IT'f F III POINT STaRMWATER ~r~UivAL~~I°- IaI~R AGiZE ANp I ap0 POUi~ io~It?w10 FERTILIZER P~ AGRE, Lir~l~, ~ _ P F M Y AN MIXE€7 WITH ~"HE aOIL. tt tt ~,IPERPNDSPHATIr, ANI~ I~ERTiL1,Z#rR SHALL BE AP LiEp UAiI OR L
I GERTfI~Y THAT TI-r15 PLAN JILL CONTROL RUI~O. F 1~1 GOMPLIAN(.,E I~ T THE G O G 1~.T.5. T~ L D~ , ,r ~.1Mo0~ RoG~~, RaoTs A14» OTI~R OBSTRUGriOr~ SHALL I~>F R>~I~€ov~i~ FROM THIw 5UR1~AGE 5a xT~
! EN. FOR WATER QUALITY AI~IC~ FL003~ GC?NTR~?L, ANl7 THAT THE RUt1D1=F GD~t~'RQ~. MFA5URF5 51-€s~l~~l ON GU nEL ES L THE GUILELINES DF THE SAME ~TORMWATER C~UIDELI~ES FOR WATER QUALITY AI~I~J rHt~Y WILL I~©~' iivT~R~~R~ WITH IrSTA$LIaHMErlr At~T? f~iAil~TEi~€AAt~1GE oP v~~IrTATivi~.
TI~(S PLAN MEET GR EXt EE FLC?OL CONTROL. 4, APPLY >vULGH (GRAIN STR~ AT A RATI~ Di= 5,00(1 I~OUNt+~ 12.5 T01~5} PAR AORE.
~~~~~~a~lia~$~~~ PL.AI~Ta ~ f~1X`~UR~S ~.~~~~J"l~C-i~~ ~~.l~~T~~~ ~~T~~J:
~ ~ PE 5>r.Al ~ r Pt~NP ~I~N IU~?M~TIt°~N. PATE: ~ ~ 1,~ ~l . I - OGT. 2 TALL FE5Gt1E (IDC 1taa.I~ f1} AUG S
~3 UPSTREAM GRAVEL Y/yy~ G~ TOTAL R~ai~N IIAG~ AREA x.66 Ao. I THIGH, Mlii. GRAVEL ~AGINC~ ~ I~fiN, f2} FEB. i5 -APR. I5 ~IG~ f~fli~i.
6 I~yf 51GNATURE: ~ W aIT~ AGREAG~ ~3,QOD A~. TOP CaF ~3AI=I~L LTV. 84~.p W€TH REp FESGUE f 4U Iba.): (9J FI^B. i5 -APR. 15 rht t ~ec~,;rr /an u+,.. 4 nrtn c.~isrcn s CGC?GriG7b /tlUG1'~~IG3C}94 idn lt+sc 1. .Sflt _ nr~• fit
__r. ww x SEAL MAX. EVILT UPON AREA ALLOWED 628 Ac. (6596 OF THE POND U tJ'1L.1. L:1VldG j'TV IV7,! nYV ;llrM1i.,/i.,F'l 1»i«.1. 41/4.cn 1vc.ivrti. i „u'/ 1'-TV v?.. i wv. ? vv . `t .
wra 24497 PRAINAG-iE AREA) • PALL FE5Ct1E {60 IbSJ AND $RDWN TOP MILLET (25 b5 JUL( ~5 -AUG. y 4 TALL FE561JE (60 Ib!Q AND WINTER HHEAT (25 Ibs.): NOV. - JAN.
F%mv ~eA ,g~y yv ~ 1 Q ~1 m_ MAIM .r ``.r..; MAR,. 15 JUNE: €5 WEEPING LOVE GRA55 (5 €b5.1 AND 5ER€CEA LE5PEDEZA (SCARIFIED) (40 Ib5,) -,JUNE 1 5 ~ ~ V
SURFACE AREA 41,5205F 0,623 T. - COMMON I~'RMI)DA 6RA55 (S €b5) (NULLED): (I) APR. €5 -JUNE 30 t. o
rr~r o~ PERM. 5WIMENT 5TORA0,E 4,383 OF 5,00q OF -(10 IbS) NNHULLED): (2) FEB. -MAR. y DL
a '11111'14 A
fl TEMP. WATER QUALITY VOLUME 22,261 OF 25011 OF 0. tl.
TEMP, NO POOL DRAVOOWN TIME 2-5 LAYS 3,3 DAYS .Gswrw.fl..'`•. f U
4i
~ 5"I"I~T'1IIs z MiRAF( I&ON GRAPHIC SCALE
CONCRETE WEIR FILTER I=A51RIG as o zo as so Asa < z
2 WATER GJALITY ORIFICE "rONE AFB DETAIL x 0
OL
d IN FEET )
Q 1 inch = 40 ft.
TEE to 10.0(SE 2" TIT FOR TRASH GUARD (SEE D+ETAIL "E'HI5 SHEET)
m TOP EL. 863.0 4 1. OWNER (OR OINNERS A5506IATION) 5HALL BE RESPONSIBLE FOR ROUI-INE
J } I I.~ OPERATION AND MAINTENANCE, !Q4-YR. 5~';I~M EL.
3 4" CONC VVl6"x6" H 10-YR. 5TORt-i EL. NTRACTOR SHALL ESTABLISH 6RA55 ALONG THE POND SLOPES AROUND THE
EMERY ~ 0 ELEV. b50.50 ~1ER~Y SPILLWAY (WEIR ~ P1..PV. 85c7. ~ 2. CO
s t ELkW V. 54q.0 N PERMANENT POOL A5 50ON AS GRADING OPERATIONS DICTATE. 5EE PERMANENT -WEIR #I ELEV. 54q,o SEED! NCB SPECIFICATIONS FOR 5EEDING SCHEDULE. PROJECT ADDRE55:
EXPANSION JOINT' I WATER STOP i~ NOR POOL IAL POOH. EL W.Q. INS' ELEI/. b47.0 OMERVVEVELOFM: (LoT PV 25I q EA5TG44E5TER OR PIN# 180002b-12D 770000I
ELEV. 841.0 7 4 THE PERMANENT Y#ET DETENTION POND 5HALL BE USED FOR TEMI='ORARY 3. BLUE RIDSE CoMPAN€E5, INC.
"T PIPE FLUSH WITH CONCRETE 1i V2" PVC KO. DRAIN « SEDIMENT STORAGE DURING CON5TRUGT ION. ONGE THE SITE HA5 BEEN 5TABILIZED, 5 26 ~aAMET DRIVE, SUITE 105 (LOT 'Y) 2513 EA6TGHE5TER OR PIN# IaQ0028~fJDDD"IDDC:ID
fl ELEV. 84.4.01 / y VMM .YV~f K.O. STORAGE 4.q .M. PaI~D T DETENTION POND SHALL BE CLEANED TO THE ORIC7INAL DESIGN Hi&H POINT, N~ 2-265 THE PERM. WE
ALL 5EDIMENT SHALL BE REMOVED AND THE POND STABILIZED PRIOR TO GONTAG~': JIM GRT~lGH GRADES. PHONE (336) 5&e-1-1515 SCALE itt 401
ELEV. 545.0 ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. FAX. [phone]-I50I
V r^ PERM, SEPIMENT 51*ORAGE I40 DATE : 12/20/06
^^I . u NVNEER: DIMENT SHALL BE REMOVED FROM THE POND DURING DEVELOPMENT WHENEVER e42.0 4. 5E
(SEE DETAI KEY TFZEW H TO BE EXCAVATER TO (SEE DETAIL. THI5 5IEET) ELE TI-IESTORAGE VOLUME EXCEEDS -159o OF THE DESIGNED SEDIMENT STORAGE. CPT ENGINEERIiv 8 SURVEYINa, INC. ire. PROJECT: 424.04
MIDI 5TABLE 50 SOIL AND FILL WITH 4400 TYKINC STREET HIGH POINT, NG 2265
MATERIAL APPROVED BY THE SOILS fl ENGINEER. COMPACT TO 8596 ST P. . POND HAS BEEN DESIGNED FOR A MAXIMUM 65% 15A OF THE POND '5 DRAINAGE 6ONTAGT- STEVE YeE113 PRANN B'(- T6L
• 4 PROCTOR. MIN DEPTH 3.0 AREA. PHONE- (556) V2-&600 EXT. 3€0
FAX: (336) a€2.alW
fl , V V D O 6. A PUMP 5HALL BE PROVIDED BY THE OWNER (OR OWNER`5 A5504.'IATION) TO SHEET
9 NT5 DRAIN THE POND FOR MAINTENANCE.
- -

n NOTES= Y ~,,~r
- xC3N~ I I$ AN UNDI5TI~BEp AREA tJF J b k ~ VEGE7A"SpN EX1'~t~EJ€t~€G A MINIMUM ® f~ REVI 5I ON5
yk . ~ t OF 3D FEE"E' >=RDhS THE i ON OF BANK SET GL.-E~ ~ ~,k 1 ~ ~ ~ x> > C7R 1NEAN WIGH i^fA~TER i.EYEL OF I ' -w m, y
~a r ~ - xflNE 2, {2(77 5HAU. BE AN UNSJIS-
~ `~'a ~"ti/ S ~ \ ~i 111RBE0 AREA GF VE6ETATft7N " . ~ • , f~C~{NNING~ AT THE DU"tER ~tx~E or 5Q ~ ~3 3C7 2p' 't
, ) 1 .r• ~ ~ . 4 ~ r 1 1 ,r' ~ ~ ~ ~+L / ' Zt)NE (ANSI EX'€'ENDING P+ MiN€htA`9 t~#~FFER ~D " Q FF R 4+, t o~ zo ~EEr, ~xctrcrt~ ruSr ~ ~ ; ''`t. ! `t, i ! i VEbETAFlVE ~ ~ I YE+SE i ATS~ ~
. i , , , F f 1 ti,_.... ,._w,., 'gyp f.~,, 'ti, ~S ,t i AF'~tpVELJ er rH~ rac+rES~HerJ ~ S7 AM rE~ E~+lT~a M! R~rl~v ~©MM177EE er,rzea ~E~ SEt., a ..w
r ~ f ~ t , i is ~ t ~ -THE, t~tt'ER SHAI„!. ~ A x; E6ET- ° (1
I . "t. \ i ! s ATIVE BJFF1~R, r . r ' . ,
\ , ? t ~ r' ~ , i .,r ,r ~ t i ~ ~ t i i ~G~NE ~ 7~••~ ~ ~ ~ ~ ~ ~~IZEAM BUFFER ~.,..w
~ ~ ~ , ST~;EAM BUFFIWR ~
~l
M,,...^^ 1,. ~ ' ` jam'"` ~ ~ , 'y\ i `ti. /'r
I
J ~ ~ 1
o ~ ! / fi tr l~ f~er ~e~ctl~n I~eta~l. _ a 5 ~a ~u
_1 i i ~ / . ' , "''`4` ~ (see etream buffer data{#~ h ire ?Ii}~tratltm~ cmd data{Ig Ix) ~..y"`°~: 4
I. e• • t r rk. t, ~ I - idndl d crew pf v tatlon extend a min~num of 3D feet Frog of stream bank
. 1 • ~ r f ~ .u..~ ~ f ,,,,~~,,//yy / ~,w; , Zara 2 w { area of ve t{on II'k'1I at Ef1E outer of ~LXte {and extend t Tu+ ,r .aNal. ~ r ~C1~~ ~y~y~,
t~ .q ~.~M ~ ~ ~ f ~ landward o minlmum of 2p feet. Exoeptlor~ rat ba appraved b~ the Wr.hed Rev{ew w ~ ~ , Gtr,{ttee ~J per . 9~-"fMbfd~~. ,y F
r :ate ,~,e~ • `ww , ~ ~ ~ r''' o,Y~ r V tative BuFfer - Ye tlve area extend ~ feet Iandwc~d from dte ic» Stream Buffer ~ r " - ' (~vne {and ~i. bulls u orr c~ea axc a~ ov{ded h dec. ~•~~tdlt`3k,
1 "'err 1 ! i , 1 r( ~ ra4 Gl _ r ,rte t l ) , d~ 'rD ~ I.Mf. . y,~h1Jr~< ~ '`t + ~ t/J r ?
/ I" Yt. \ ,.a ~ / f j/ CAL ~ .,,.w...~.....~~ rQ ...,,,-n , ' ,«...,,~..4 ~ t i ~..r...-r i ~ r v A W r .y firms 1 W-^.., f .`r , fr ~ ~ Pub~G Water W~ter~he~
~ rr r / ~ ~ y; "rjCa a'n'tG r.J" / J r,,,, _ ~ + 1 : "n?J.il9:..' fit . f w ~ .,w `;r~--., _ / f Thle t iauated within a i ter amply r , atv, Ix~ ~ "ti, ~ t ~ y.~a .I ! I
"'C • `r`. J i ti ~,*""n"" --""gr;. ;uo f9'J'Sk'l fP~~. ,i j ~ s / t ~``~.,.,M.""'"'"";~•_'et?^" „i'~'` ad~'.i,55 .rzW xtr~ t4en,r~ ~ ~ ~ ~ ~,.'.'~,"'~r~ eu !ra. ;tz~ ~e~"i t~1G~ :,,..ter r? l ~ ~ P" 1 ~ ~ ;s tti t~;r° tt;; env, ;xrrs ~dsG ~ r nN. ~ . ' ; / r watershed - bevel t raetr{ot{ons ma , ~
~T``^ M,~~. r I ~ y ~ .,C•kkJ,~D iT•. r'".. rx,,:3' $•AA`~ r~• :a. ,y„y / "ti.'" :`i^ CY rYa W A ,,,~M~„. ;5 ./e"~ ~ .s(1 „y,~. ^ Cho ..r-~^ MAP
V .,,Jnt . ~ ~~~~u ^".w,+ a" !„y...L'.. f3L J r ~t'??l1L t ` , `ti JT0 ~/J!'. rw"7'a'd+"` ? E): t p'~r'~a.'' ry? ~^'.,,~-.$7 % rr ~ ' f r.,,, ~Q ",y ~ a /!f.'sF'!I t+ f>.;~fF'I' ti r t y,,,.- .acv, in:/,~ n t~) -e ,,e. z r: s' ~~~d~ Cr", a . 'w~^-T--.,.,.. 7 8Y 't r / _ Nat: t:v Seale .race:
IVfV. IN^ 2J.<l INf wd' ~ ""."i4 ' .7a1. CS'~r 8':.7~tt r»"'". r iS7 i / r~ , ° /''S V6r1 n'^^~...~~' .~,•~-'~V" .r,. p~arta. r ' r. '~,"-".-.r _ r
r• . "w.. .max. EiC%'N .^~y....~^' "'b N. tQ ~ ~ lr , fr r ~o. r..._ tvf':7,'"a':Eri,^ na ...,,~'"'n~ A:~br r'~, ,h.,ij!~' ~ ~ ; ` ~ / CY ~ .d"'^ ..I,.Yrrr~~'" iN+/ tVir. J ) 7a ~ 1 ' b +~7.,,,,, IYJ,t~tr'.Md~1,k?C:: J i F ~I ~ I L...,~. I, SITE nATA: ~ / 1, TOTAL ACREAGE IN LO7 Y (TRACT A,~; 2.45 AG
^ r~ ~ NAF%. l,Gw. ' G1^ . y,,.,....""-,y; .NV, G1rs g,r"`Y{ "?w ~ i I ' / ~ . - TO7AL AGREAC~E IN LOT W (TRAG713); ,2o.5I{ AG
` ~ ~ ; r TOTAL AGRt=AGE: 2~.Q(JO AG {INGLUL>~5 .t'166 G I R p.W ~7~~'+ G ~ ATION)
~ ! / ' r PROPOSEf7 USE: MULTIFAM{LY APARTMENTS r z NI : -H f A5E a6-O6 LC3 Y o NG Gu t? ~
„ r+' HIV r„^- 4 g . v~^.^..J'~..~`~ g . / Jr 0~ r. ~ R / ~ ~ w~. GIs t7Q-M ~GASE #O6-C~6? LaT yr
F W ~ , ....w p Z t9~ tl. ~ ~ 5 , a 'y r.~ l ~ ~ ~ i } , / ~ PLAT f~EFERENGE: PB Ib'f PG
\ '0 .4 r l 'G ~ ti ~ I ~ I / ~I 2. T'H{~ 54TE {S LOGATEp IN THE OAK HOLLOW FAKE WGA, TIERS ~ 8 ~ ~ ; ? ,f'~' ~ ' ~ 3. T TAL LINEAR FEET OF PUBL{G RoA17WAY = X62 LF
w 17,E ~ PC~Nt~ -r, F f ~ ~ >~rc~ ! r~ ten: ~ t ~ ~ ~ ~ j ~ , ~ `'~,~F ~ x.-,~, 4. ~UIVgAI~Y ANq 7G~'t?GRAf~~k{G 11~4RMAT{oN Y WAKEN FROM 5~~~'EY BYd ~Y F3Y~
r:, `3~' ';'i , i ~ t ' a LOT 9, 1 w~ ~ , i1. PGA ~ ~ ~ r GPT ENGINEERING ~>i1RVl Y4NG, ING, D ED 7°~Oa6 .pGK ~ LOS' E3 ,rr~ / `w..,,, _ ,,,1 ~ ; ~ o i 3. ~€TE IS PART#ALLY LOGATEq {N A EL,t?Oq HAZARD AREA {N AGGOi~DANGE WI =H THt .NOE IM TH THE ~
~ r 1'[ ~ rr ,i ~ ~ _ ---:e._._. F EAT AP ~ 't II ~ A I yq • I 4 r ' -w,,. Lt7+'3D INSURANCE E M 3 0 3 OQO G; D TEq 5- 8 w 1z
1 ~ t ~ ~ t NEAREST D{STANt;E TO THE FLQ~3DWAY Ira ~,oOO FEET. 1 ~ ~ r r' / sago Li•. AVEi~AGE SLOPE = 2-15~
~ ~ i ! ~ 5. aOiL TYPES: ll 1 ~ ~ i/ 1 t I t r ~ r / r
. i ~ 400 BI.GGK 3 S.i3 ' } sax rte ~ ~ 1 ) ) t sak ~ / IE 1t i} f ~ , Gh GHEWAGLA SANi~Y LOAM uj z
~p , .p ~ s ~ i; ~ f° N N FINE A Y AM 2 ro 6 P RG NT oE~S ~ ~ j f' ~ ,f ~ EriB E 0 S ND LU E E S1" \ ~ ~ 1 y / r! j ~r 1rCiq ENC1N F{NE ~ANgY L.QAI't, to To }5 {'E,`,GENT SI.QPEJ z
J r ~ 6. 'T'OTAL D{STURBI q AREA (LOTS W, X, `t ~C3.$I AG.
~ , ~y~,,~ . ~ r / r '!!E7" M'::. f"~~.~5.~~ srrt,. ."`,+r~F~iR+.i`'~ t, ~t 1 ~ ! ~ ~ ~ 'T, r~EWAGE DI5P45AL SHALL BE BY F=U13{..IG SEV~{ER. r" f i' ~ t l' F r ; / / r 8. 'tHE PROPERTY C?Wl+[ER (C1R G7WNEE~S' ASSOCIATION) 15 RESPC3NS1E3LE FOR R lu
-,,t ~ ~ ~ i• . ~ MA{NTA{KING THE COMPLETED STORMi~tATER GC3NTROL{53 AS gIRIrGTEI BY THE W THE Ao-F
r ' f^^ .w ~ ~ J w ~ 1 ~ w,~....r ~ ~ ~ , ~ ~ / ~ GOVERNMENTAL Of=FiGES HAVING .xiRiSD'{GTION FOR WATERSHED F~ROTEGTiDN ANq iF ~ ~ f ~ i~ ! r` ~ 7HI;* OWN}kR5' /~~?GIATION ~aHOULD BE I715SOLVEFJ C}R CEASE TC? EXIS7r THEN IN THA' •TIUN AND IF Lu THEN IN THAT
i fir. .4 ` ~ ( ~ s / ,i ; EVG;""'N7 ALL THE OWNERS OF REGC1Rq AT THE TIME OF REC~UII~ED MAN ~NANGIr S~f
;1, ~ \ ~ ' ~ u f BE JO{NTLY ANq SEVERALLY L{ABLE FOR ANY AND ALL COSTS A7TtT{gANT THERETO " 't~~k`~, , ~ ` ~ ~ ; s ,f / " ~ THI" GOVERNMENT 4FI=iGE HAVING JUR{S1~fGT{ON FoR WATE#25HEI~ ~'''2oTEG7{oN AN#7 RANT THERETO. rECTiON AND
N?+3.90, r 3^ ;i PRl4 , bQ • , .',>vy, ~ W i y . w ..J( i'! ''"4' ~ ~ i r ~ , ~ ` r~/ T A TH RMAN NT TORMWATER GC?NT't~:OL{5 ~ ~t ~ , ~ THE"{R ASSIGNS HAVE RiCH C1 CGES~ 7o E E E ~ GUNTR0US)
j 19' N .mow, .ez~3`4Y „ E / ~l y,.' "y ~ sit? a ~ w.+„+ IA~ iQ„+Fi~+^ x'96"YI rx"K-•-.,./ ..-M::,r ~ CND' ' rr i ~U^G4` r....~'" ' y ; .Y " t t t ~ ~ r : ham„ r ' *.,r .,vd`. a V,r Pa`ahh~ ~ ~ ,,.C" ? ~ FOR iNSPEGTIfJNS A q MAINTENANCE E oRCE E v,~ r.~~.. qtr I 1 f, ~,.,i'
, ~ M ~ + ~ ~ f/`,,/' i i Id, THE PE4~MAN;`N7 WE7 DE71N71t7N POND{SJ SHALL HAVE ;=ULL gE~IGhd `1C~LUME ~ ~ { / I' ~~x,~G w,...w;/' , ~ AVAILABLE PRIOR TO ANY IaSUANCE OF GERTlF{GATES OF oGGUPANGY Et7R SITE DLiUME FOR 1'TE
{ 283" • ,v% ws ' ~ I ~Y'^ ~ r'~ r ~ d ! 'f ANt?fOR, PRIOR TL3 ANY PLAT RECORDATION FOR THE SITE. TH1~a MAY REQUIRE 1"HE ;GUI RE THE
1 ~ r *Y rr• ,.r: ;l~350 1. +`r r+ r 'yb 1 , ~ GLEAN Our AN>;7 DISPOSAL OF ~rEg1I"IENT FE2pM THE PQND, f, ~ ~ ~ •,i ~ ~ Ii. ~"HE GONTr.?AGTOR SHALL SCHEDULE A Pf'2EGONSTRUGTIoN MEETING Wi7~I THE CITY o{ a THE CITY OF
/ ; r y . W.. ~ .mow ~ :,g' y~,~ . y.;, ~::...^"M ~ 1 ti ^r., , ~`.w-.." , ~ H ~}H P T {hiEER WH N A i~ RMAN N~' gETEN7loN PoNq 51rE HAS ~ `t,`*, 1, IC O1N WATERSHED ENG E E SfTE HAS
jY(W ;.~~j?n "3',.,. /'Y ~ ~~.,~r 1.' ,r:•r:'."',::: ~,yyn;_''~,w~,,~ q n (t f , ~ ' ' 1` ~ ~ 13EFN GLEAREI7 ANq THE f~ND HAS BEEN FIELD aTAKEI. 1,f ~ ~ . i ~ ~ ~ r \ #2. FINAL APPROVAL C?F THE WET DETENTION PONq(~a) SHALL ~E DONE AT FINAL6ZA71O FINALIZATION ~a~aa
'A~., ''K, G4('9'I ~ ..a4 . Y'~~;!4"` 1 J «....l: i . rr,' "4' ~ 1PJ'+~~I{ i^t~~~~ I ( ~ ~ / ~ ~ s t l ~ r ~ ' , I ,r ! ~ of THE GRAt?ING PERMIT OR AT ISSUANCE OF THE F#NAL PUILCIING GERT{FIGATI OF w ( GATE OF
M 'r." y y ~ t :.Vl.' ..s. :.,J!', ~ ~ ,,,;i" „^;c pirn ..~rr.Vw+~l ~ ~~t. ~ i / :r, :,,.y r•-:. ao pGU+~(t')6~t36~ yi y E ~ t ° ` ' ~ t ' oGGUPANGY WHICHEVER COMES LATER. THE PiDND SHALL Sir COMPLETED IN IN •
.I . ,;vM1' +'wv'' y A ,y, F .a ( AGGORt3ANGE WITH THE APPROVED FLANS ,ANq SPEGiF1GAT{ONS, INCLUDING f' ~ ~ B I ~ . I is ~ ~ ` , . i' i ES'CABLISHED PERMANENT GROUND COVER ON ALL EM6ANKMENTS WITH THE PC1O~. ANG 4E POOL AND ~ 5E
~ / YD ~ r JAM HOLgiirEG WATER,. APRE-GEl~TIFIGAT{ON {NSPECTION SHALL BE COMPLETED Pis 63) ~ { <`ra~ I w 24407 7LETEr
f ~ " c,. ' x as't~a' . ; . • Dt ~ tl.~M I ,r' d ~ F:. , L r/ . w~»-.- (~g~b1 ' / ~ I ~•I't^(EEN Gf~T ENG~INEiR{NG ~ SUR~Y1NCa, ING ANI~ THE ENFpRGIrMENT ©FFiGER AND F~, ~,,+ri:a r ~ ~ AL{_ {TENS {DENT{F#ED t7Ui~INC~ THAT INSPI~CTiON SHALL BE COMPLETED PRIOR TO THE ~ ~ ~~rr~~~ ~ ~ ' , , ~ 2IOER AND ;?.IUR TU THE
' ~ y / ~ ~A ~ ' I ~ ,,,,.7. ACCEPTANCE OI' THE I:NC7{NI=1:R5 GiwRTIFIGAT{oN CF GOMi'I,ET1l3N. THE GER71F{CATION t r . r ,y , 't '1, :RTIFIO ATIQN
~ r i•'' ~ ~ a ~ , of GOMPLETIO<'d SHALL NqT i'FZECEGJE THE FINALIZATION OF C~RAk?fNG PERM{T oR € f ~ ~ ~ ~ ~ THE ISSUANCI~ ol" THE F{NAL G.O. BY MORE THAN TWO (2) WEEKS. PERMIT OR ae
r I / 1 .,d i f J : ,fi r r ~ ~ ' ~ '
l'' ! % ~ 1'` r 9 ' / ~ f ! r''' ~D f a., .I r i J 'a' »-~y ty; :tY r 7 '.,.M'`,; h
f ~ '
/ ~ ~ i ~ s ~ `t
! ' ~ r ~ I r ^ r t 1 I; ti ""ti ! ( mot, f C, ' J' :M ' t 'ti , ~~dl~ifiY6#4~s1 ~i'~11~ 6-+~~rfl~~tr~IlllllGt~"~( i i ~ ~ r ~ ~
1/?' i. Lr 1 i ' i' r''.1 t ~ ~ tj "'4: 'h„'~. l `r"~ l f r~ f 1 ' r i t ~ J 9' ~ S r 1 rug.. f ;i 1 ~ { i 1 i ~ ~ Site Area 23.000 Ac.
j + y l ~
` ~ r f 85 \ \ c~~~ ; I. t t r i i ~'j' ~ 1 R ~ 7d' n ~,r `r 'Si+j'KAi ,~1~1R1 "'-,....i / p} \t\ ~..,Jy~/ ti, 7 p `
~Y1~/1~p~I~ ,Mr Jj~ , ~ r r , w r b, ; «4„ ~+y ~j,~+j } r ~ a I ! V/ ~~I/ I M/ " 1', ~ t Y ,f ,^,r'." { ~ 1} f I 1 rG.~G~I J'~ti` ~ / / Prep i ,I 1 ~ Proposed IBA x.44 Ac. ~ 1,~, t' \ 4t t ~
j r ; a y ~ r , , ~ 161 A6 ~ r ~ ~~q 1 t ~ ~ ~ i~ >g~it~c r r 1 .;r I ,1 , ~1 f irr{{ ! e 7 j J~ r ~ ~ t~ i f i ~ . , Q , d ~ ~r'Y~ r
f t~ I t / ! 1 \ ~ ~ ~ '~Gd I s % . ~.t'.: K fir( 1 ~ ( ~ i ~ On-Bike f}.A. to Panel #1 9,13 Ac, ~ r' ~ ~ ~ ~ /
~ ~ 1 J t 3 ' ,l ? ~ I t?ffSlke CY.A. to Panel #1 0.53 Ac, s j ' / ~ 1' I ' r 1 ~ t`t
i t ~ I / ~ J~ ~ tic ,,a Q~'Y, r ~ , t I i ;:r. ~ EtV r ~i / i / I ) III ti 1 / Take! C?.A. to Pond #1 9.66 Ac. ;,w A ,r°~y' ! ~ ' l S i 't
• ~ i t a' L~ t ..;dry ,~.?k"n#.7 / ! h ~ r •A ;'0 t , ! ~t 1 !i 1 1 j j ! ~ I~ j t~ 1, ,.h\ ~ k I ~ 1 ' , ; ~1nS{#e IBA draining ka Pond #1 3.92 Ac, LU 11)
` ..:,ib l ?a r ' - t ,l r i ~ I J t i ,y ....".,7 ~t' -:,V"+gNVro+`",',. MG .rr ~D #"F t ! r 1 x l i t r I ~i + ! ;t ~ I j ~ t ; ~ `t,,, . '1, Future t7n-Site iSA draining to Pend #1 1.69 Ac.
i 1 r~ ~ FEE, &32.6 ^.,ti ti k ` f - / ~ I i I r' ~ ~ ` i e IBA rainin to Po #1 0.44 Ao. uj -5 (
1 ~ , ~ Total IBA draini to Panel #1 6,05 Ac. i ~ r { I 1~ IS)
{ ' I ~ 4 ~ { ~ ~ Max. [SA Per Pond pesign 6.28 Ac. {65 VO%} OL
j ~ i ~ , `ti. vw. .p as fi'C., o . r J r,~ i y~. %r `v 'i t s s ~ 3~' y Y )tYu z r, jj ' t ~ : C'~,'r'ma•, l { ~ 3 . } It t € i 1 'l ...,...M..• O <
~ . a t ` ~ , . l I ~ ^~;,`^-.,h -mow.. ~t t ( } ~ ; I~Iper~Ia~us Surface Area A![ocatior? Un~Sike b~A, to Farm ~z. . _ . ~.s~ / Ac. _,.~A we~_.---~_ nu a+:a_ Ft a a., n_.-a .tN ~ RG drti r / C N
.-^...:4n Area cnlSling iaF, net lei >iiluweo` I max mpK Aiiowea I rroposen lsA %1M.-DIM W .1A, Lv rums rrc a uu n.1 ± i , r Total E3.A, to Pond #2 1€3.73 Ac.
ED X7.4 1 I Lot Y. ,Zoning ir2ctA} / r i i r~ f 1•260 Ac. 0.18 Ac 0.37 As. 0.56 Ac. 0.72 Tier 3 Ac• e• E ; , 'r i ( # tLj %J
. 0.16 Ac c0.53 AG, 0,69 Ac. 0.80 Ac. i e l Pond #2 4.00 Ac. »~v 1. Tier 4 1.229 Ac. On -S t SA draining to Off -Site > LU
n ! `L t tSA draining to Pond #2 2.13 Ac. Lot ~Zonln g Traa } Total 1SA draining to Pond #2 6.13Ac. tLI
i Tier 3 17.694 AG. 0.50 Ac. 6.02 Ac. 6^52 Ac. 6.36 Ac, r 1, , !j
r 1. Tier 4 2.817 Ac_ 0.52 Ac. ;.15 AG. 1.6, Ar,,. 1.66 Ac, a u F Max. ISA Per Pond Design 6.44 Ac, (60.6) 1 ~ yyi tF{~ 5 f f~F ,.f +1N. 5~5 i?ki~ ,'v~ k 4l~ .y. S ~!?.?..j is) %b
l Develo ment Total. Notes.
L-j t ( f Tier 3 16,954 Ac. 0.69 Au. 6.39 Ac. 7,08 Ac. 7.08 AG. 1. The site area is the total development area for Lot Y (commercial site) and LotW {apartments ~ ! W (apartment site). LU
Ac. r ~ ! Tier ~ 4.046 Ac. 0.68 A,.. 1. 68 Ac. 136 Ac, 2.36 AG. t rl I - 2, Pond #1 has been designed to treat 1.69 Ac. lSR fmm Lot Y (commerciaisite). Total 23.000 AG. 1.37 A--, 5.07 AG. 9.44 Ac, 9.44 Ac.
-71 3. Off-site iSAto Pond #1 includes approximately 0.44 Ac. from 6astchester give {NC H 68}. 1 1 t t l : (NC Hwy 68).
4 7 ~7 Notes., 4. Max. ISR per the pond desig n is the ]$A within the pond's drainsga area, e r P 09)and
1. 100% of the existing GA is grand#at°ieredsnd added to the net iSA allowed. 5. Off -site t5Ata Fond #2 includes approximately 1,44 Ac. from Lot 3 (FB 97 PG 109) and . The net ISA is the area within each resI percentage ctNe tier minus the existing ISA w thin that tier tunes they maxi um ISA c~P that tie approximately 0.69 Ac. from Whites Mill Road. f f r 1
+ + 3. Includes proposed public road and sidewalk. f r 1 X
~ ( 4. The development total is for Lots Y and W. , f
.n f
r K r w b. r f 77 r f i~f
V.. 4'•' f' f : f 1..,... /I •rr A /e 07zt i\ F"-• ,
Q i Hater Guallt Pe\llces Maintenance Agreement.. Z
K Narhed Revleyt Committee ndor5emer This Watershed t7svelopment Pion (I>ey, # ) Is cpproved by the Notershec ~)r5ement Bloch The Owners Association is responsible and required to rnalntain those areas designated as .he Watea^shed Review "common Areas" which Includes Uw completed pernialent water qualltq device (Hot detentlan Flond) ' for li In P (standard note}
Committee. as directed the governmental ofte h avl . urtedlatlon for watershed protection. (2Q 6daQ~&to r in In the event the Owners Asriockatlon should be dissolved or cease to exist, then all of All nepi construction sites shall provide adequate droina9e from the
con5truction the grode shall slope
a birector of Planning and Deveiopment vote the owners of record shaft be ja~tly and severally liable for ark and all costs attendant thereto. building Foundotion. For residential owners Association its are recorded In Deed 5a0#c ac .w. a minlmt~n of 6 ln~ies riithin the First l© feet from the foundation as P oVl~ referenced in N6 5toto : Build?ng Code. Adequate drains~ shall also V L R:
ROTEGTED DRAINA6E AREA DEFINITION i tae provided for new commeralal GonStruction In compliance with the W., 5L.UB RIPE-15: COMPANIEf INC, PANI E , INC.
N NO FILL, BUILDIN65 OR STRUCTURES EXCEPT FOR WATER oygnerIDevel o erts Cart if iGate of Gom ) ~l of Gam Ilonce ~,f En lneer s Certificat th* ion of Runoff Control. Mg ate Building Code. 5b26 SAMI:T pPlvlr 5UI""6 I05 l c.BrtiFy this plan will control runoff in Gorripilance Nilttt the C11:9 of High Point Stormwater
DEPENDENT 5TRJGTURE5, GREENWAYS, UTILITY 51)B5TATION5, 1" a, le_ ~s• l_n > dept this submisslon as our plan of develop Q UTILITIE5, ROADS OR OTHER RELATED FU5LIG IMPROVEMENT5, install ail required improvements and comply with the conditions of approval. 3n of development and agree to C-Videllnes for Naater Quoltty and Flood Control, and that the runoff wntrol measures shown on HIGH POINT, IBC, 272b5 f approval. this plan meet or exceed the gluldellnes of the souse Stormwoter 6Wdeltnes for Water Gtuolity and CONTACT: JIM 6R.V*H
p SHALL BE PLACED OR CONSTRUCTED V41THIN PROTECTED Flood Control.. %q~saaiairt$?>j R t ement of id ik5 and curb and g1tterin {standard note) f'WONir: (306) 11WI513 ~ s 3 DATE: 12/20/06
I AR A`~ AS PROVIDED IN TABLE 06-16-04. DRA IMAGE E r r: Ridge Compailes, In., Date GRAPHIC SCALE o~ ~Yel ld~ Cor~anles, n~, vats Elate: 50011 %N% , I) Any unused curt opening5tdrlvewoy5 well be closed with standard FAX: (356) a~a-I5al ~i Date' curb and utter on curb and utter streets. On ribbon poved streets
2) DRIVES, PARKING AREA5, OR OTHER IMPROVEMENTS SHALL BE r 1 the drivewoy and any pipe shall be removed. % PRO- IECT: 424.04
100 0 .50 100 200 400 Ci4N5TRUCTED NO GL05ER THAN TWO (2) FEET HORIZONTALLY 5 Rey onsibllit to Maintain Permanent Runol r FROM THE TOP OF ANY BACK SLOPE ALONG ANY OPEN lc~riature: 2) Domoge to exi5tin Sidewalk ehati be repaired to meet current City ` nt runoff Control - sidewalk standards. < ~ y nt ~ GP7" EN6INF_ERIhl6 s 1,rEYIN1
a w ATERCOJR5E. PARKING AREA5 AND A550(,IATED DRIVES MAY 5trUGtUrPa Statement a SEAL 0~y yyININiJ TENET 'Tif 1 ~f I7RAAN 51`: T6.. it
N BE CON5TRJCTED OVER ENGL05ED 5UB5URFAGE DRAIN5, The C>wners,AssocIoWon shall be responslbie for maintaining the completed pe cantr©l structure as directed log the errrnental <1fire having jurlsdlcticm For 24407 ~ompleted permanent runoff NIGH POINT, NNE 272b5 urisdictlon for watershed r<
IN FEET } 3) IT SHALL BE THE OWNER S O RESP N5I8lLiTY TO MAINTAIN ALL l ( , dJ . protection and, IF the owners aswciation should be dissolved or cease to Ski, d : M CONTACT: STF-Ve YV!~$5 cease to exfist, then in that event ~ u m PHONE: 812Af$00 EXT. EXT. 510
inch 100 ft WATERCOURSES ON PRIVATE PROPERTY WHETHER ENCLOSED all the owners of rewrd at the time of r fired nlointartame shall be jointly a AS SUBSURFACE DRAINS OR REMAINING AS OPEN CHANNELS. any and oil costs attendant thereto. ill be jointly and severally 11dole for FAX: [phone]T50 d e ~ 5HEET ~rac~
~ It
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C? r~-~aIT UTILITIES S~A~~ B~ Ga~~T~uGTI*D TO T~?~ GITY T ALL o W S ! f . wr ww.MWM*^° w.~ w~«ey~FY1NW rr Mw w ~ i i Y . IJ~V 4 r`^/ Iw r./'grM r~ . • G( ~1.. `ye't.,. ~ww.+ .w. ~ ~ m~~>~..~ y~~ ~~^i ~ ~ y y
NI±~N ~"OIIdT 5~,~,~.DARDS, N©WEV`~R, ALL UT4LITI~S NOT wOGAT~D _`,,~,y' T i ' ` I. cc~TRACToRHALL caa~~INArI WAr~R ANi~ aEY~R ~ERVIGE WIT~lIN A ~'3.1BLil.~ ~AS~M~NT OR PUBLIG RlGhT-OI~-WAY ~HA~.L BI~ „ . b Y ICt ~ ` ~ l r `
LoGArIaNS WITH TuE APPROVED PLUMBING PLANS FaR ALL E#JILDINfa`a PRIVATE W1TN MAI~TNANG~ TQ TNT WATER, SW~R AND STORM 1 ..M
AND 5Hr'LE. Ap.1J5T LOGATIONS OF UTkLETY SEI2VIGE5 IF NEGE55ARY. 5`!~TEMS f Rpti~iD~D BY THE PROI~'l*RTY ~~l~lEf~(~). •r I NrAL DISTANGES ANp ARE , A PIF'~ LEh.~Ti-#5 AR'r HOR ZO 2, LL ~ - , . ~,r V'
i APPROXIMATE. q f T T E AND I r•~ ~ . >ti' 'q ~t, rw, ~V,i~'^.G r.i I~I`• . 7t`J h~' i~.il`~' !`~~~~.7~-' . .rd"'~ ~'X,. G
3. GOhTRAGTOR SHALL PROVIDE ALL . HE MA Ear ,0.L5 ~rry l J Y -T TALLArIaN a,= >w5 NEGE~ARY 1=oR rH>'w Gar~Lsw ~ tN5 ~ at r;' "'(r1n^ 4%,r:'7.'~~~ _ «.^^'"".....i'tV, it''(= ,.~7J~~.f.~r~ .w, »w..,~w~..~ ~ X r.'~W}5 1` %G' q.~,~J~J ~..y,^ ~ _ 'j ,~k-' ~iti,~• 't7, ~w'~ 1 i+ e *ys flr' ....-,-ZRi ~:.I '1i S„ ..''w~~ wm. ~a • y 1,Y~,. I. ,~c..5" (E},...,..~•... - ,,ti• s,J, F~tr.,~~ ~ iNV.lN= ff;3.l€ ..'o
, . 4 BY THE s" i ~ Y r FiTTINC'75 SHALL BE N,+r ~i!ir~l~ i^ a i>^j i° i t~ / . 'I'H raE u.IL,rllr5. ALL PIFi„S AND „ , ~ ,BAR R "u I ~.~y:~.~ , ~ W r w' In~4'. {hti= w~i;3S t~r`~! ~ rh, c,r' ..ter' `Y.'' .r wr s i t3 ~ ~u ~'s''3~,1, i'; - g.~ ~~C~ - ~-w---', ; a~ S: ~ E~"xa" TAPi'1NG r C
E€JIl.D,NG INSPEGTaR PRIaR ra s31=iNG GOVIm EE7. 4. ALL WORK SHALL GOMPLY WITH ALL AP~'LIGA6L,E GO#7E5, uM£ I'-'~~` r ~...,--•,~'1.1I, „J'i ~ :,ta~J... r.:.,~--'" ,a 1 n IEVE d VALVE r
REGULATIONS. AND OR LOGAL SrANf3ARD5 IMPt75ED ~'f' L[3GAL UTILITY I. lb ° J("'' j r„"•'""' nS I+'iv, ~~~~'1 1~) j ? V%T.~"'Kv.-,Y'~r'^ `"~.~.w~C+~,". f;1S'',+~`,{ AIV(? THE CETY OF HIf~H POINT A5 At'F'L.1GABl,.E, ~ ~ ~ ,:,.r;-~w:M-• ~ ~ l~ ~A
' Tt , I:,~tij~, C.~il E ~ '~>~!~?'J.I~~ ~ ,h+» ,.„,.r-"3tv d, ihr. ;'1.~~,if ~ ~u 5, MINIMUM HaRI~ONTAL SEFARAriaN BETV~EN WATER AND 5Et^~R ,hV', ,~.5'"~ 7~~.Gi , ~ w. ^h.. ~;Ji"iY# ~;r;• ='~°F%?P- fa'i~.2~ r.,-.:.' eeac:.w .•Irv !wG _ r'".~,.-. I Gt7NTRDl. ~
MAINS 15 10 FEET. IF TH15 IS Na7 Fa551HLE A MINIMUM V'ERTlGAL `",~,,,..w ~ C r,~~,^,,- o,~c ,.,,,,•,•~~.'v"; ,.w ~~w n,, y,"~P n , ~PAf~CATIQN OF 16 INGHES SHALL SE MAINTAINED, ~ u "'w.,,,h ~""~a;~ itVV. 11~= ~;%'r~i, ~l% ~h,'~"'k"iwq"s. ..--.."""".wx».'"'"1 #~1~'' t~".u,~,.`,r~.4'~J . X`"•" I 1 I~f~p~©M: '!8 x 24C} Cn1'f? ~ !8,"t24 GPD , ~ x ~ 33E~7ROD1~: 120 % 24C~ •~aPfr7 - 29,00 taf~}7 r a i IN } i
RrIGAL SEPARATIUN OF LkNES SFfALL t~E ?5 FOLL,al+i5: ~ ' ~ 2~" RG~N -'t~?' • +~aG. 1~lr~ .-._.a.~:.w; : ~;r~~;t1% t?i f7"= Chi" `'c" r-~""° ~i
A) i2 INGi~ MINIMI~M gErWEEN STORM AND SANITARY aR U5E p~ A¢ ff Gl.IJf3 4~It~aE: (Ot~~iG>r F'4C31.J 240 C~PD ~ ~
T'. c IRON PIPE WITH 6 4NGH CUSHION. ~ ~ --„r'.---~.-, r-^'» DUG L ~ 4,r ' y i I H MlN1MUM 6Er1~EN STORM AND I^iA?ER. i"~~` 'E,i ~;~~`'.~4~ r " r Ba 2 NG END ~=y , , i n m J A + r" " r„ - ' ' . i TOTAI. (P~lA~E I) » b21&t~C~ bPCJ ' r ~awm ~ I,-
G1 WATER MUST 6E Ar LI=AST E$ INCHES A90VE SANITARY aR L15E GaG -J G6 5~ f..~.'' Di I m,m„~npa.,.__. ~ , < ,.I: , CJ? u51 !5' RGP 1 s
DUCTILE IRON FIFE. Q M BE PLACED - U E#R E' PROFaSED WATER AND SANITARY SEWER LINE~a 5 ALL NiP 1 ~ ~
b FEET OFF PRbPC~1rD UJRS ANt7 C~T'I'ER E+~^!EN PCY518LE. E1R ' EII , ~E~ 8'X2"~(2lMD i;d'~ ;i~ (f-;i ~ ~>Id.;. . `,nom`.." ( ~r r ' Q ~ , • t
b. GENI~RAL GONTRAGTC3R .ALL INaTALL UTILITIES TO WITHIN S' OF . ' fir, ~ BUiL^viNf,. PLUMBING GONTRAGr~2 SHALL ~ RE5PaN518LE FOR r ~.~~Et' r Q ~ ~ ; 'd. . T " ......STD r , - N ~
~ r HIN T BUILDEN~a. k , ~c,~`" ' '86" G ~ (l~ 1"H TEE , ; UTI,.ITii;S WI 5 aP HE . T 1TJ F~GP ~vj . . . I ~
GONTRAGTaR SHALL. GaaRG'INAI'E ALE. A~W UTILITY TAF LaGATIONS r . . . . . ( ~ • ~ a, A F 5#•iA1.L BE Tli_ 3 ttart ft) FH ASS1w WITH THE AFFROF'RIATE UTkL1TY COMPANY. EES w , , , . , , ~ pci k ~,"T~' ~ ~ 1-~ , t- x ~ ~1 ~ " .ate.. Y ~r~ ~
(IJ b" v . . . ~IIMOM .a. R>r5PC7N5181LkTY OF THI; C~ENI RAL GONrt~AGTOR. ~ ~ ' ' . , . 4,~ rryy _ 1 6 3 ~ , m,~ ~Y a ~ ~ f , ~
!0, THRUST BLaGKS ARE RE6NJIRED AT EACH F!?2E HYDRANT, TEE, , . 3h' d yy.yo , , , r~~ F AND ELBOW. . . . . . . . . , L~ . #~-aural= ~ rC ~ . . . , ~x , • m,~;~ ~ ~J ~x • ~ , : 88.7 n . ' ~ ; > 1
r AGr.D1NGRA554R ~ ...r~.', ~ C;4. fl. UNDERGROUND ,,,at~UlT SHALL BE PL . { .M ? Il t"N TEE ; ' wlli ~ ~ t , . ~ ~
AR WH YER PaS~iBI.E, RI:F'A!R Ta A55aGfATED . . . . . . . E , , I s ~ gvc n2~, LANDSCAPE EA5 . , , , , p ~ i rNE R~PaNSIBILiiY OP THE , , , , . , , , . , , . ~v , ,:x.~<.<. ~ , DISTURBED AREAS SHALL BE ( , ' i7Q~.,~ct~5 ESMT. ' , ' Qk K rN 2' A99EM • ! r f I~I`!`"Y` MAC V G ~ - ~ ,~.a` f~ ~ , 4" GU 2" ~"t (6" G`d ~t , ~y MAP
NTRAGTaR. , , , ~ . . , ~ v • dot t0 Gale . . _ pax ~i ~ B TEE J:<. ~ p ~,.~~i ,a.G E~ E T'Dfr' DF ~AfxK ,..r...,.... A ~y ale
INSTAL}.ATIaN AND REPAIR aF UNDER&ROUND ELECTRICAL, GA5 ~ ~ _ > ° tzlf~ &5q.~'r- ' y' ' ALL BE THE ~ ~ a ,,.r: ~T~~ ~ „ , AND r~L;PHO~ UrIL.ITIES AND v?SrUi~BED AREAS 5H . . . . . . . ' , , ~ Q ~n ; ~ hr fU m qr ?n 1 ~n?~~~. ~~'.~t~~Dt' ~G't iL~, 2 RIF ~'R1VA r~ m S~ ~ ~v , . , . w
J:: K' I NSIBILIrY OF THE GENEkAL CONTRACTOR aR APPLICABLE ' . . . . . . . . , ~ E~'O 1Y:U1 e T I D AREAS BENEATH EXISrIN;•x ASPHALT r . . . . : . . . . . pvc, 55 ~ I ' w / ~y;,.; ~ ' DI d,3i4~, . € ~ ~ ~ UNt}15T€JE'~3i:€? AREA C~ rti rd •t .~DT Pt3 f7 D ~(ETATiC7N SEGINN€Nfa AT Svc 5~ . ; . , , . ~ " . , . ~ T~VC MAf~' ~D8 ~LDGK ~ LOT 33
UTILITY COMPANY. HE {7 STURBE ~ : r . E-~ ~ : t b ;^ir .r : Ey :'#.~w .~GOAw , , . . . . . , i ~ r' t~` ~v ~ r,...., s~ ~-26 .;yw: j. REGOMFAGTED TD THE REW111RED SPEGIFIGATIQNS, AND THE 22~;C ~ ' . , ' ~ ~ I M +I~ F ` q ° ' SHALL BE ~ f-: ~ ~ ; sc i'~I 55,G' , > . THE OUTER EC~GE UE ZpNE I ~ ~ lag " w ~f~ pp~t ( w j w ANi~ E3CTENI7€NG LANG7WAR© A 9$ bSf G M .k ' v~rl.»I~ ~ t is ~y MiN€MUM o~ 2a ;'EEr.
~i~~~ r~~~r , , STaNE BASE AtrD ASk'HALT 8E RE'Nf2NEP3 Ta ITS pRIC~INAL GaNDIT3apl, . , , , , . . , (E'); r ~ WATER ! EWER 15 PRIVATE. DB 2-t5"~, f ~ ~ , . . . . i '~;i'~'f Rl 1L, . ~,S p~ : s~ , . „ EXGEPT101~ Mf9T 8E 1 in (N
19, ALL ~ , , TAX MAP 448 BLJG~. ~ LQT 3L~ ~ . . . . . . . rN m ~ ri^!~ FIRI; L.ENE ra THE T L f~. T4~ UTILITY GONTRAG ~ SHAt. x f , . w i ~ , f~f1~1 P,ibS ~ ~I~ fPRIVA'(~ " GV y ~ W APP~C3VED BY THE 7'A 2+a'b.2 ss ~ 2 ? f13 8 0 ~ f yr i , Y~ATERSHE[7 f2Ev€EY't , ; ~ 55h&t 2 x W !
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f f2fM a~,a,2~r~ ; o~ a~ ~r Q Q YD ~I, ALL WATER MAINS SHALL HAVE A MINIt~1M COVER aF ~ FEET FRaM THE 180~'25~-007-002 ~ :a awan . a ~ ~ f {Tc~ saz~~° r cN Y ~ ~i\ {W` , ~ f EX P~ MAI'cKER . <
PRaPOSED ASPHALT SURFACE TO THE TaP a>= T E F'E. ~UR.NIA~~K1 I,p ~ ~ y~Y[~ '--fl) f~ TEE ~ / ~ n, k m OL
2: ALL B ANq 6 WATE3Z MAINS SHALL 6E DLIG.ILE IRC~I ~IE~E. ALL 2x MAY PB. 42 ~A~~ C~~ ~;,,~ss q ~ ~ 5~,,, PVC 9DR 21 (Gt,A55 20a). ~ GflpPEfZ SHALL BE U5E3? FROM MAiN TO, RPZ, ~ ~ >s ~'?C tf~¢ ss ~1Vp ml,~ ~~II ~ x r R!l~86 j~, ~ fi 4 ~ l'+ s > Y-Z
~J ~ TA°I 3. ALL DEAS7 ET•tl~ MAINS MUST HAVE A h1'~DRANT, AND Na GaNNNEGT(aN5 4' ~~?r ~ ~ i ~~g ~ ~.~..s...,.. rf r ,A.,f.rr r~, fi C:,~ J ~ w J47'~r 4i TA d",6 4' .t:'r. ha'.,r A ~ ~ ~ 4i...f/..14'~ ,.e;;;il. 'h~. ~ / . ' ,"i, ~ r. rlfJ / r~ / ~c ~ ,,•..,M.,
thHALL MM rIHVC Pr-TV1W Ir7nI rvnti:. N f $6M ``may k RCP C 4. THERE 5HALL BE A MINJMUM G J JOINT OF PIPE BEYOND THE VALVE O,~, t A, f S f / / 'Vfa ! iry ;nt (cI" a 1' M rJ\ f a a n it r ! IifSE-t.~~1lti GCI D / 11 %too 11 16 xtb x$ TA£'PtNC-) :
4 131 # r M . i ALL STUB OUT5. LOT f 5t r- IN6
T FEET FROM PACK OF CUR5, "A-Sa , 5. HYDRANTS 5HALL BE INS ALLEp 2 v , ti g„ orR /~f 6, TYLER FITTINGS AND MECHANICAL JOINT RETAINER GLAND MAY BE D ' _ w 7w 5TA 0X00 0 p r/ U
SUBSTITUTED IN LIEU OF THE CITY OF HIGH POINT '5 STANDARD CONCRETE 4 f d FIX ~ 11 & TEE roj ~y ~ ~ ~ w 41 TRACT AREA R- r- F 0 Ex Sol TOP-- 44 ,OL
1}V7'/GAR' l' 5H tI) 5.1 cv BLOGKIN6, IF APPROVED BY THE ENGINEERINCv SERVICES DEPARTMENT ZMV OU 60-H (06-06) INS', OUT--r 64 NIP .....y.. C\
INSPECTORtl HF / . / 3/411 WM M u 4 ~5 . (I) V GB fib WATER LINES AS o. 304 RPl CONTRACTOR 5HALL AT7JUST LOCATION OF PROPOSED ~,;r ~C, ! EIP 4 GL3 <
UTILITIES, t' REGIUIRED TO AVOID GONFLlGTS WITH STORM SEWER OR OTHER ~ 00 TOP= a&2-&6 r + / / ?l ice{ i-¦i / r/ IN'J. OIJT- 51-7b6
S, FI MAINS AND FIRE HYDRANTS SHALL BE INSTALLED, TESTED AND - ~ RE tE BUILDING MATERIALS ARE BROUGHT ( 2A NM APPROVED BEFORE ANY GOMBU5? l p~ FDG CIO rd f t7 \
ON SITE. / Q 1 life ri ,I..f f / w~
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5ANITAIR",*' t X28 i 5TOR / EIP 4"60 2* KI
I MINIMUM GRADE FOR 4 INCH LATERALS 15 2.0`Xr (I.G% FOR b INCH i 41p f GOC)RDl1~IATE WITH THE . TM~
LATERAL$)• 70 2, LATERALS LAID ON TOP OF 5TDRM PIPE SHALL RAVE A CONCRETE f ~ ARCHITECTURAL PLuM51N& a $ IwVG / !
fl. .,ADDLE TO CUSHION THE LATERAL. ~ i DI ~72^C 2 BR b 38 : r / FIRE SPRINKLER DRAKN65 FOR L.OGATION OF f rr ,
d 3. ONE WAY CLEANOUTS SHALL BE PROVIDED EVERY an FEET FOR 4 AND 415 w !NCH LATERALS. s t ~ I BAGK LA 17F GES. OR A 1t a. pl ~I~ , / BAGKFL.OW 1)EVIGE5 a f /
4. 4 INCH AND 6 INCH 5ANITARY SEV41ER LATERALS SHALL BE SCH. 40 PVC. R~D LOCATION 5HALL. BE 45" 5At3 aWR REVIENIED b APPROVED By BART NEPL.ER. N1
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ry (GG) Private !fit r 5eNer, and Storm SUgtgmg~ Jrzr,T ADORE S$-
All 0n-5ito utilities Shall be constructed E0 the City of High Point (LOT PQ 251A EASTVAE5TER DR PIN# IU>002&5 000100001
5tandord5, However, oil utilities not IOCated within a public easement or public r!Qht-of-wa Shall be private with maintenance to the water, 760 l~ ~?Gyr M, TOO Z~l, Al
d Sewer, and Storm 5 stems provided b the oNnerS a55OCiotiOn or I (LOT 1`) 2r~5~r15 EAST0~1+~ STR t/C3R °a PIN# 160002$~0c~00 iWVIV
0 ' property owner(5), / ell ! 5LUC 1 COMPANIES, INC,,
THE GRANTOR, IN !ZECORDING THIS PLAT, VOE5 HEREBY ACKNOWLEDGE AND GRANT TO THE CITY OF H16H POINT AND IT`5 SUCGE550R5 d' Nil P 5S26 5AMET DRIVE, SUIT lay /r SI w c~ _ POINT, SCALE: 1 60
(X) Adequate Drainoge for Buildinq Pads (standard note) AND ASSIGNS A BLANKET UTILITY EASEMENT FOR. THE PURPOSE OF IN6RE55 AND E6RES-S TO ERECT, GON5TRIXT, OPERATE, MAINTAIN, All neN construction 51te5 Shall provide adequate drainocle from the PATROL, INSPECT, 5ERVICE, REPAIR, REMOVE AND RECONSTRUCT, UPON, ALONG, ACFt055, AND UNDER SAID PROPERTY FOR PURP05E HIGH NC 21265 1 TORO 516,65 GCSNTAG JIM 6RC?I0N /
building Foundation. For re5identlol ConStruGtion the grade Shall dope a OF MAINTAINING ELECTRIC LINES, TOGETHER WITH ALL RI6HT5 AND PRIVILE6E5 NECESSARY FOR CONVENIENCE OF FULL ENJOYMENT N PHpNE: (536) 88q-1513 I 1 1~,ATE : 1212010(o
minimum of b Inches within the flat 14 feet From the foundation as, OF USE OF SAID LINE AND RIGHT TO ENTER OVER Aq,3OINiNCy LANDS of GRANTOR FOR RIGHTS AND PRIVILEf E5 HEREIN GRANTED. _ d ildin Cade. Adequate draina e Shall ol5O be `MIS EASEMENT ITSELF 60t&5T5 OF !5 FEET eXTENDIN& TO EITHER 51DE AND RUNNING ALONG THE DISTANCE OF ANY UTILITY LINE Or I ~ ElP GRAPHIC SCALE FAX: (556) &8 50
neN State COmmerc ;ai q Construction in compliance With the NG THE PROPERTY GRANTOR COVENANTS AND AGREES, NOT TO CONSTRUCT ANY 5TRJCTURE OR PLACE- ANY PAVING OR PLANTIN65 prOVided referenced for in (OTHER THAN SMALL DECORATIVi~ PLANTING5) OR OTHER IMPROVEMENT PERMANENT IN NATURE ON THE EASEMENT HEREBY GRANTED, ,r PROJECT: 424.04
I:tL1Ce milaing GOae. WITHOUT CITY APPROVAL, AND THE CITY SHALL NOT BE OBL16ATED OR REPAIR, REPLACE, OR RESTORE ANY SUCH STRUCTURES OR t` OTHER IMPRO'F/EMENT5 DAMAGED, DESTROYED, OR REMOVED BY GRANTEE IN 5ERVICINrv, MAINTAINING, REPAIRING, OR REPLACING ~ BO 0 30 6(3 120 240 / • / GP7' EiV&lAiEEC}hi& d SLRVE"fIt+16, INC. ice. INC.
C} (Y) Re locement of 51dewolk5 and curb and gvtterinq (standard note). TILITl ~ SUCH U E5, f ToP e?~s,. 44OC1 T'i'PiING STREET / ;a 1 T6l....
E) Any unwed curb openInq51driveNay5 will be closed with Standard curb ~Y. and gutter on curb and gutter streets. On ribbon poved Streets, the 1h,r.,t?f. e HIS Palrlr, roc 2't265 1 i~V, wtrT ~
oriveway ona any pipe mall be removea. IN FEET NT~T. STEVE NEW FEET } Go r. f XT. sic SHEET
4 2) pamage to existing SldeWalk steal1 be repaired to meet current city ONNER. BLUE RIP&E GOMPANIE5, ING. DATE: 1 inch = 60 ft PHONE- (336) 612-b6CO EXT. 510 /4n FAX: (336) a12-6750
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r . . . . . , fir. ..r" ~ rr v p , , , , I ~Z8 ~ f J~ i~ 'r • it /i / J. , NGp ~ / y sr y, • • y „ ' ` ~ ; / ~ f ~ / r . ~ ~ ,,.RIM= 866.0 ~P~ B { a1Jf~C`+.~? i~~'"~l'" q' ,r•'-~" U , . ,t~. 1 , r ~ ~ ~M ~ ? ' U ...'mac"`,,,,.,,,,, AT~s !5" pRAIN f1 r ~ ~ t ~ ~ !v4 / r ~ r~
w. N.. ill a' / , , , f ENV. IN= 86O /~;?'s f ~ ,PES +~I L>~ 8 PYG ANY. OUT= 860,3 ~ ~x u I ) ~ F ~ / 'r , ~'"^-,~^,,.,~,;,"^`-..RIM W 86"1 ~ ` M ~ 15 L~ I$ RGP I . J:.+' ~"i ~4+ ~ w r' f
r,%:~ , •INV. OtI1'° 84?,O .:t. I ~ G X27 rq ' r'/ ,''r ~ i ^r IF~RAP OUTLEr ~1, , ~ `lit ' „ 4 ( T ~ 'p 4 i, ~ . .d NGt7OT SrI7, 844.p7 v s ~ , .."~7~,.,,.*.,,~``""'ENV, C131T= 863,5 C,~ ~B3 ®6,'1 r,~y p~ t r" I ,4 / l ° t 1 ~ r 4 ' . ° " t7 ~ v NGF1oT 5'I'0, $40,52 ~~J' ~ I ~ ti 1 ~ , ~ ~
/ J I i r / / APRON I.EtJ67N° 34' p~, ~ ~ '1 ~(r?~.J~'• IM- &65.0 ~i 4,; , f •'-AD5 t5" OkAIN $ASI , / • / APRON YiEDTH= 9'x73 ~ 7 q ,a i I ~ r r 'rfil 5= 18° • ~ ~ ~ ~ j ~ ~ NV, IN= $E~7, (G$ IW - 668•, ~7~? ~ylj ® ~ I ~ X 18` R ~~F t ~ t r / '~~'4 l r J,~" ` w ENV. N= w$66 GF' 1 1 J 0~ ~ ~ Q' r ~ ? r / c +C
. ~~y ':REM= S&4.8 Y r: ;'yv •t / , t , , , . , , .,',INY, - 86C,8 r r~ w' ~ # t 1 • . gl~N~V~, ~y~ 85q, (C11 7E) ' ' f ' f L f 's ~ s ~ ~ a C" r,~ #"Y, LMr= tJ.J'I~ ~-'~':C ~9 'Y ~ ~ 15 0 SE Fl~l.l:? VSRI~lSI?I ~ T ' ~ (J 4t' / 1 ° k t iNV. t7UT- 865,3 ` EX A5 ,~tl,. ~ 1 /r'~ih, ~ ~ /
~ ti~1 ~ T/G~ 86a2 ~ ,v j I SS__ r~',~l ~ : l.. IVz 1 # to i ~ TI'.* i 7r 'q, iNV. i 803,$ lG 3)•, , / ~ 1• ~ / /
' , S" ~ ' f r!~ ,r,~ ~NV, IN= 2~i3.6 fi)I rYy 0 r t7 / % ~ f ~Y ; o ~,~~y{r ~ NV. oUT- $63.3 @ r h~ ~ r ~s ~s' .
r ~ •f ~ ~ '.171 E"E l8 ~ 3 LCD 6 ~ , ..n , ~ u~~ ' ~
l t ~ r' ,,,._k' , ~ NGI7OT STD, 840.07 r? , , 'u ~t1tJ""~~~'~~~ i"V~~ r J , ~i~ -;r .,tr:~: t B 26 RIM: 865,8 r" 'KGB Eq j ~ ~rxNGr~oT ~TQ. $40,02 NGaor gym, eao i ~ ~ ~ ! ~r, ^~w ~Iy/ {y/ r~ g TRIM= 66a.4 ~1. t / ~ /rye' RIM= I ,J ~y ~ p~ ¦ +y ~ fin" Q~~ /11~ J iti aa~/~ yy 'f ~y V ~n~ ~4 ~~yy ~~V. W7'~` VG^f.F I? y I' / ~ r
r , i t f .:x. ~;,^wr,t?(f~> NGDc'?T STD. 84p.Q2 INV. INS ~5 rA' T 2 Y C~~C7R~~ KAPP REM= 865.$ - t i . i ~ "'`y,Jr!'~' ~ 'Nj . i 64{ ENV. c~ur« 859.1 i'RIM= $66.2 r s j I' r' 'i. •K~ +~1,:::.;.,>:• ~~:I ~ INY. EIV= $x7,9 (G6 X23 ~f ,:6 ~i4 ~ t,l. ,,~iNV. IN- 663,17 h'17 7 ~ ' ~ 9~ ~ ! / f , ~ ,
~ INY, IN= $62.2 ~ P I WAGE ~Q r W.~r>~ ;;``~,r ~ INY IN= $5q.6 t1I ~~5 ~ r ~ t` i i h { ) ~ INV. CX3T= $bf.6 i t ! ~ , j , ! ~ ~ ~ 4!. ~ ~ ,'^S ENV, Wrw $5?.4 ~ / ~ ,:r,; 6 wNGD+~T STp. 84p,C 2 ~ ( ~ •,,;•L yl` ,k'* r . RIM-' 86?."! ~ c4. ti ~ ~
t , I n'" ,~.t.. r'' INV. lN= 863.-0 (UJI 1 a
Nv. r217Tr 85x,1: , ` . ~ .,~r:~ ~ / ~ f
l / i t ~ ,,4 ~ i 1 'ti ~ ` / ~ / f -;:,r,,u '1Q V. ~i'1'~ u ~2 i C . ,~r,,. ' / EX TEi, MN. / '(r-J ~ f~ 'yam ^^'1 ~ f ~ {
{ „ , ~ C~ '1, :t ~ 1 ~ , !?OT STD. 840.07 ~ AD515° pRAlA1 BPaE t" ' f ~ / S ~ ~ 1 , ~ r" NGDflT 5"fA. 84DQ2::~r~' f~ ha Hi Lu
, , ; } 4 r 1M= $65,5 ~ CP " REM: $61.1 'r. Y 1 . #.fi 1 E , tt 'ENY. IN= 856.1 lc~ ~!7) 1 ~ ENY. our= 060.'1 ~ ` ~ RIM= t~2.3 f„ ti ~ , OL--t-
y / G6 .30 ~ q V F u v .Q 7 6 I ~~-28~~'4C~~~Q~?:~ ; ' ~ ~ NC,pOT STt?, 640.02 ,INY. INµ e~6, rc 2 t p- ; ~ ~ ; _ ~ 1 ® q / Cx1 Q ~y (BUILD OVA ~ f,~ AA p = .::,,w„,;: w t / li\ ~`j l EX. 15 RGP} 5x 1"OG MARK6R
t ~ I t RIM= 8b3.O 4 INY. OUI'= $55 f . ¢ RIG~ARt? ~URMAN~KI r, ~ INY. IN- 855.E tc;~ 421) ;ry 4-. y . ; 1 , ~ ~ ~ N~13or ~STl3, $40.07 1 ti
t , t 4 ~ INY. INS 857,! Q71 24) ~ ; ti. ~ ,qG 42r PAC~~ ~5 i ~ ~ RIM= $6s.~ t ~ t ~ NV. (1UT° 84'3.6 ~t ENV. IN= 856,6 t'GB afl4) ! , ~ r ~ ; " J t aMw.. rST ~ / ~ ~ y jFA~i~f'np'' l j/ 1~. r z
~ ~ ~ E ~ ~ v \ INY. IN= 8611.7 fG~ alb l x, l u~, s~2a ~ 1, ~ Q~ i'..^''" ; r , ENSf. i1ltC- $56.+~ ~ 'EItJ r ~ r,";... i F / /
NCVOT STV, 840,!4 8r5 NGDi~ f STD, 840,02 QIq / / . 840,02 f f
RIM= ft, 23 , c r 187 LF 36RGP a 0..;.h. , f RIM= 86't.8 ~1NV. IN= 858.2 r i r INN/. IN= 858.1 (GB #10) b t ! C1 f NGQpT 5Tf?. 640.14~// s.i (c5 #10) , f r~irr= 064€.a LOT ?,fir (01 #12) z
N NV. OUT= 868.0 ± ! a Nv, IN= 86.2,6 (DI #12) mo INV, IN= 863.3 (yo 13) 1W. OJT= 5654 41V -1 11 1 11 CX i , ^v 3.3 TRACT X13 AREA le, r 3 -l r L - M 4 0- LU
Z, INV. OUT= 85"7.6 S 1.e sx 5DMH TOP= 4 r 7 -H (06-06) lu O
• 1 e~ IN7'/GAR YISN f ! + J f % 0 ts~ rS' t5" p w INIV 1N= "75A~ Zc) F'rivote W aer Sewer, and Storm Stems 014EGU + n€ , , ~ , / All on-site ut#11tie5 shall be constructed to the City of High Pc~i~5: <
~L 1 f Q w J NGZAOT 5T0, 540.02 A RIM= 66TO % (Pat 1617 F 6 (25) sip f,c ea5ernent n r N w ver all utilities not located within a b 5ta da dS, o e pu A ea5ernent or
Dlze n 6 ;:'n NV 1Nc 66(.5 r: a k s rdI ,N{Q~' INV, OUT= P161,3 C Z J~ t?, F?W1.,K ? *-3 public ri ht- I•Mwa shah be r1vC#te viith maintenance to the victor, / trh~e e , he v ct er, ~ - aEG?t1 or
C ,16 r I 1 . ~ • 4J , and storms stems provided the owners o55oclotion or ' i w r r ? ~ property owner(s). U
r
/ - 0' W Adequate Drainage For Solidi T'ad5 (Standard note)
'277, TQ om~ All new conStruc.tion Sites Shall provide adequate drainage From the t ^ sly ~ ~ ~ ~e frarn the 5hail ~alope a
p -W-TYP B t , ,,~iv ~Y;. # building foundation. for re5ldentlal con5tructlon the made Shall .,lope minimum of b tnchey within the first iQ Feet From the foundation o6 :ition 5
NG~OT STD. 04e214 j , w" NGC?OT STD. 640.14 ~ RIM= 8655 RIM- 866,1 , . € ° r' Fvc 4V X / Building Code. Adagnote dramage. sholl also referenced in Mate I. / e 5ho # 1 0150 be
a ` INV, GUT= f3bi2 INV, our- 562,4 provided for new cammerclal construct#an in comp=~nce with the f / 5tate3uitdinGode. 6th the NC,
ndard note)
v0T STD. a40J4 Qf (Y) Replacement of 5€de#aIk5 and curb and guttering (standard note) RIM= e6aa frw``0 ! / oxv. Ire. rb openI'ng5/driveway5 will be closed with Standard cL _ 864.1 1) Any unused cu 5tandord curb
' UNt, 87C 8 tC >r,,, / ar r1 n ved streets the c1. xv.OUT= a64 w , F and utter on curb and utter streets. On bbo pa ,treetE, the
1~ % w , ! ! drivewa and on pipe 5hail be removed. Elp QI III ' / / r 2) Mama e, to exiStin sldewalk Shall be repaired to meet current Gi t current City
0.14 ti . ,I r NGI~r 5T17ag RIM= 8-75.5 / r 5ldewalk Standards.
W. OUT= 6615 / • r F I , to r ~ r' o- ti
N y8o _ PROJECT ADORE%*
(LOT 4 25I q EA5TG-C-5TER M PIN# ISC 002&30000100001
Sfiba Jam' ..-•""r % "w' - ~`lttVp~ti•~,.. , f ° / fi;. " I"31.Ui~ i?[t"?GE GCaN1F'ANIi5, INC. (LOT Y) 2515 EA6rtCHE-5TER OR
5826 SAMET DRIVE, 5U1TE 135 TOP= W11.0-1 INV, HIGH POINT NO 27265 35 PIN# 16000283C~CJC~D~C740 0
I JAN T 9M-0- I I " ~ ~ ~ / EIP ? / f . f ` / CONTACT, JIM 6RVIGH
THE GRANTOR, IN REGORDINC$ TH15 PLAT, DOES HEREBY AGKNOIMLEP&E AND GRANT TO THE CITY OF HIGH POINT AND IT5 :UGGE5s7R5 NIF IRON : (386) eOl~1-I512 SCALE,
AND A5516N5 A BLANKET UTILITY EASEMENT FOR THE PURPOSE OF INGRESr ANC? EGRESa TQ ERECT, CONSTRUCT, OPERATE, MAINTAIN, r , ; .y ~••y~ ;:x u5 SAX: (396) $641-1301
U PATROL INSPECT SERVICE, REPAIR, REMOVE AND REGONSTRUGT, UPON, ALONG, AGR055, AND UNDER 5AIO PROPERTY FOR PURPOSE --s OF MAINTAINING ELECTRIC LINES, T06ETME12 WITH ALL, RIGHTS AND PRIVILE6E5 NECESSARY FOR CONVENIENCE OF FULL EN„[ti7YMENT s SATE: 12/20/06
p OF USE OF SAIGI LINE AND R16HT TO ENTER OVER AD:,JC?ININ6 LANDS OF GRANTOR FOR Ri6HT5 AND PRIVILECCS HEREIN GRAN D, j Sl TH15 EASEMENT ITSELF GON5€5T5 OF 5 FEET I~XTENDINCG TO EITHER: 51PE AND RUNNING ALONG THE D15TANGE OF ANY UTILITY LINE OF n: EN&INEE SCALE GRAPHIC / f J f
r IL THE PROPERTY CaRANTOR COVENANTS AND AGREES NOT TO GONSTRIJCT ANY STRUCTURE OR PLACE ANY PAVINCa OR FLANTIN65 {OTHER THAN SMALL DECORATIVE PLANT , ING5.I OR OTHER IMPROVEMENT PERMANENT IN NATURE ON THE EASEMENT HEREBY GRANTED, EEP GiPCPT EN6IPdEERI~I~a 4 SUR\°E~°IN6, Imo. 4400 T1 NIN6 STREET
WITHOUT CITY APPROVAL; AND THE CITY SHALL NOT BE OBLIGATED OR REPAIR, REPLACE, OR RESTORE ANY 6UGH STRUGTURG-5 OR I' w' a 60 0 30 60 b~4 240 WItaH POINT, NG 2'€265 r
OTHER IMPROVEMENT5 DAMA61 U, DESTROYED, OR REMOVEC? 3Y GRANTEE IN SERVICING, MAINTAININC7, REPAIRINCv, OR REPLACING f r CONTACT- STEVE W;rBB ~ / l art , PRAM 5Y- T6L
ra 5UGH UTILITIES: tV PHONE, (336) 812-$$00 EXT. 310 FAX: (336) $12-8180
I d3 IN FEET 60 ft.
OWNER: BLUE R1DGE COMPANIES, INC. DATE, e / f SHEET
w L / 1

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fi r~ 1pE ~ r > , rn;.. a ;,w , z REVISIQN5
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r N ~ P.~ ? r I U ~ ! r ~ SENGHMARK WHiGH MUST $c YERIFIE)~ ICY THE GENERAL GC3NTRAGTpR ? ~ ~ ~ ` T f , 1Q ~ , ~ 7d,7 ( PR10R C1 GRC7UNt7 f~R!~AKING, ~
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. l . ~Q ~1 ~ , .r ~ ~~.5 i .t NIP ' -~5£7MN X63 ~ 1 t r . r 1 ti r . MANUAL
. z j / ~ f~ . ; ' PERMANf~NT GUT AN[7 FILL SLOi'ES PI~4GE1~ C}N A 8111TA6LE t
r , , . 1 ..~a ~ ~ Q ~ 6 1 ~ , . / . , , I T m ~ ,'t' r' ATI N N UL1~ 8E GONSTRIGTET7 AT H:IV HQRI~ TA {1 w ~ J. r ~ r oUNq C1 5 0 3 C7N ,t, -i
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. ^ . r~ i . , . ' + t U~(T 1 - SQ......... Q r . ~ t r ~ r 5. IF FILL MA'fER1AL IS HROUGHT JNTQ THE PRt?PERTY C)R lF WASTE r ` ~ ' . ~ ~ ~ r 3 ~
J ~ , ry ( ( • t..., 1 LL ~ ' ~ ~ } , - ,,j, a~ ,a its rz ~ MATERIAL NAULE}~ f=R(JM THE Iw'RC?~RTY THAN A LAND Di57U1~BING . try ,
5 ~ ~ J ~ v~ r~ h ~ , ~ . ~ - U YY~yy. . , a , In tw ~ i ~ EAU, ~ p' ,.I~., ~j4' ' . ~ ~ ~ " PLAN AN~3 PERMlT [S REQUIREt7 FGR AL"L C?~F-51T~ E~aRROW ANt~IC~R a~~.7 ~ ~ ~ ~ , ~ i SPOIL AREAS. ~ r
D. A.. + ~ f ! ~ U'y ~ ~ ~ ~ (9 r by ti f f ~ 'I, i r b i s, ~ ; ~ d1 ~n ! .Ca 68.t7 r ' ~ ~ ' r , a I
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~ti ...r ' ~ 7 , ~ ~ a ~ ~ ! 63.1 6 , - ~ Q ° " ; ' ~ Y r iLEUATIflNS iNGLUt~ING ASPHALT. REFER TO THE PAVEMENT N~~ !;O 5~,a1~ " ,ids e r ~ ~ p ~ t ~3 :.A~ ~ Gr,E ~ ER f~Rl'~~ A ' . . ! GR485-SiMCrTi JN IJATA TO ESTAI~I,.ISH G©RRirGT Stt6»B Siw OR 6b r Gf3 r~, r I .Ole
f ' k 1 x . ...f,. 60,'7 ~ r ~7 ~ 70.7 I ~ BALL. AGAi~ICN AC~C~REC~ATE BASE GGURSE ELEVt~T1C)N~i TD BE GflMPLETECI lJNt7ER THiB ~ ¢ 1 +n i ~ ! LC7T I=~ log coN~RAGr. III! DTI ~
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K~~tNl~ ..I. TARRY R a . t,-.' . '~:•,~r >t,; FF ~ ~ b~.~ s ~s,~ , ~ ~ I~. PRa~os~~ ~~rAININC~ WALLS AR>~ Ffl~, 71:0 ~ ~ I ~ 1 "i. LIMITS C)F GLEARINC~ SHOWN A~,E BA~iED QN GUT ANt1 PILL SL4PE5 RI FOR 'IGTINC-i CHANGE IN d3
....a..... ~ m . b5r c' QR CITHER !SRA~3INC RIrC~UiREMaiV"s5. ILLUSTRAT(C~N PURPC}SES QNLY t~EF'IGTINC~ GHAN 's ~ ~ I GRAD R IREMENTS. GAT EI`~Ii~EERINC; AND `ti ~ ~ ~ w 1 4 Iw iM~ EERIN A
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l r a +r ' ' , u x ~ 'f .v....; r ~ 1, . ~4 1, ~ 6Q.4 {f4. : ~ R ba.~ ~ I ~ ~ SUS.iEGT TC~ A FINE. WALL I~EaiGNS. ~ ~ F
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• 1 . , . . , . >n? -wa.:.:~„ ; ,2.c[. ~ ?O, GC3NTRAGTOR SHALI, IN~aTALL ALL EROS1oN GC7NTROL MEASURES AS ~ - _~1 ~ . ~ REGaRi~ aF T~iESE INSPEGTfON~. (ALL REG 5. (ALL. RECORD5
' a, , / .s . ~ , . , `GFy 54.4 f . n . . q . , : . , +iwM • . y r• . r „r .I.r h , : ~ ~ , •IJ (,2" ~r~' • ~ INDICATED l~RIpR TO Gf?AgiNC~ t~F'ERATiC?hi5. NCC~ DEVICE MAY Sir i , . 'z, ~ SHALL BIM KEPT C31~~-5! ~ W ir. " ~~~r,~~f , ~ ~ ~ t3.r't1} ` , REMQVED UNTIL SITE 15 STABILIZ>rnD. k1LAE3L-E TO U., rq
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~ r i~. GRAgINC~ MORE THAN I ACRE Y`IITHQIJT AN APPRC)VED ERC}SIC3N MEASURES. ~ , ~ ~ , ~ , ~ , ~ ` i GONTRC7L FLAN i5 SUB.JI~GT Tfl A FINE. = tt3
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~•'1 f -If ZONEV U 60- 1V~ 06) IN ~ 1 N r i FE' LEVEL OF f• / , 1, r0 J t ? !NV OUI : 512,64 'F W W '1' -iwR LEVEL OF OTHER =E-S.
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,'70 f DEVELOPMENT HI&H VEN51 !
6-74 17 6`tb EIP Not to SGaI
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/ Priv t Water Sewer and Storm stems 7su ~r , r All on-site utilities 5holl be constructed to the city of iii h Point Point
N 76.0 5 g, 1 y / . fi , , Standards. However, all utilities not located within a public easernent c eaaernent or Imo' O-ECT AMM-%,
- / r f l public ri t-oF-wo shall be private with maintenance to the water, j/ 4C " = Fewer and storm sterns provided b the owners ossoclotion or water, (LOT iO 25lu EA5TGNESTER M man or mw 150002850000100001
S 57ba i - x . property owner(s).
06 l r' !8 "F 1:X G3 BLUE RIDGE COMPANIES, INC. f bib. ^r r gyp, M,~.p &OT Y) 2513 EASTGHESSTER OR RN* IW002a50000"100010
6 13L NKET G ( UTILITY T 586 5AME7 DRIVE, SUITE US ~ / / {X) HI6H POINT, NC 2i265 Adequate Drainage for Building Pads (standord note)
rv THE GRANTOR, €N RECORDING TH15 PLAT, DOES HEREBY ACKNOKLEDGE AND GRANT TO THE CITY OF HI&H POINT AND IT'S 51,100ESSOR~ NIA CONTA .-T..,IIM 6RI7IGH All new construction sites shall provide adequate drainage From the 1 / I fir,:s~ s' f .ope ! From, the 5GAL E: 1 - 60" 5hai1=app a
a, AND As5I6,NS A BLANKET UTILITY EASEMENT FOR THE PURPOSE OF IN6RE55 AND EGRESS TO ERECT, CON5TRUCT, OPERATE, MAINTAIN, PATROL, INSPECT, SERVICE, REPAIR, ReMOVE AND RECONSTRUCT, UPON, ALONG, ACROSS, AND UNDER SAID PROPERTY FOR PURP05-E PHONE 53 al-J512 building Foundation. For residential construction the grade shall si minimum or 6 inches within the first 10 feet from the foundation os 70""- FAX: (356) 68cl-1501 :[on os
OF MA RTAININC7 ELECTRIC LINES, TOGETHER KITH ALL RIGHTS AND PRIVILEGES NECESSARY FOR CONVENIENCE OF FULL ENJOYMENT i.F.. 60'72115.55 referenced in NC, State Building Code. Adequate drainage Shall also L provided for new commercial construction in compliance with the 1'4G Shoff 0150 be DATE: 12/20/06 ;h the ?'4G
OF U5E OF SAID LINE AND RIGHT TO ENTER OVER ADJOINSNG LANDS OF 6RANTOR FOR RI&HT5 AND PRIVIi ECIE5 HEREIN 6RANSE I Q„ THIS EASEMENT ITSELF CON5€5T5 OF 5 FEET EXTENDING TO EITHER SIDE AND RUNNING ALONG THE DISTANCE OF ANY UTILITY LINE OF I f ~ f EN6iNEER: State Building Gade.
THE PROPERTY &RANTOR COVENANTS AND AGREES NOT TO CON5TRUCT ANY 5TRL~-'TURF OR PLACE ANY PAVING OR PLANTINS5 (OTHER THAN SMALL DECORATIVE PLANTINGS) OR OTHER 1MPROVEMENT PERMANENT IN NATURE ON THE EASEMENT HER-r-BY 6RANTECI EIS' f / CPT ENC~INdEERINC5 & sURVEYINb INC. / Y Replacement of sidewalks and curb and g(]vtterin standard note) Jard note) PROJECT: 424.04
HITHOUT CITY APPROVAL; AND THE CITY SHALL NOT BE OBLIGATED OR REPAIR, REPLACE, OR RESTORE ANY SUCH STRUCTURES OR ` h / / r A 4400 7YNIN C7 STREET I) Any unused curb openings/driveways will be closed with standard cur / r l P "s TED TO THE CITY 0 s ' r ! HI II t~c~lrlr W, b ..7265 and gutter on curb and gutter streets. On ribbon paved streets i.he tandord r-vrb
OTHER IMPROVEMENTS DAMA61!P, DEe~TROYED, OR REMOVED BY GRANTEE IN 5ERVICIN6, MAINTAININC5, REPAIRING", OR REPLACING ALL ON-51TE UTIL.ITIE5 5HALL BE GON5TRUGTED TO THE SUCH UTILITIES. HIGH POINT 5TANDARD5. HOWEVER, ALL UTILITIES NOT L 0 ,I r r / TIES NOT LOCATED CONTACT, aTEVI: W1~BB driveway and any pipe shall be removed. r4eet .he PRAM 5T&L
c~ NITHIN A PUBLIC EASEMENT OR PUBLIC RI6HT-•0F-WILY, . PRIVATE W!TH MAINTENANCE TO THE WATER, 5E11ER AN! T-OF-WAY SHALL BE PHONE: 512-eeoo EXT. !NO 2) LTca ma e to existing sidewalk shall be repaired to meet current Gftt / Current Gitt~
I ~ 4 5EWER AND 5TORM FAX: [phone]- aO / 51dewaik standards. 'ER{5), r f /
OWNER: BLUE RIDGE GOMPANIEa, INC. DATE: 51r5TEM5 PROVIDED BY" THE PROPERTY OWNER(S), {j f SHEET
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h~ `'k~ t~'(>r+e: '"Ft;>.; ?..h . t, 'An! ~a/ ; n'--.. (r, r '~Jh. ~ v. ^ .i r' 874 b ~ ~ ~~RN~R ~ r , , I t37 ~ ; 1 I. ALL GnNTaUR5 AND SPaT EUEVr4TInNa E~PLEGr PiNISHEC3 GRADES.
awarr w'iar.,.~wa+wanar+.ar ..o.. v,,,;~,5"1,.J n.. :J-~ ."~J~i.(7.. 5..r {"i, r . . ro / r Ih: q ~i ~?n f!..~i` ~,,,,..-"`~iWV, !,~J'~ : f^i~.hc:' ~ t•;rir`"'yW,».r `w, I ~t . J"'? • .RVs , n.;.k""K""' _ , ~ J r„r„»~•"r 4 yn'1r~ r.,'^^Y1....»„ )l:y~ IE"i^ ,/~,JJI~~~77 Nl ' I~W i lei .f.'~° ~r "r'"". r . , . ` : ~ M1 r^r 4 ~ J
r ? '.hr . :ill Cf »I. i? .J I I ~ I ~ ~ ~ ~ , ~ , ~ ' • ~ t 2, ALL ~LE'ti/ATIQNS ARE fN i~>=~~~~NGIr 1'Q THE 5i.1f~~`t'nR5 ~ fry , ~ , i ~ / r ~"``w:.',. r
MSC - ~ E 3~'` ~U - BENGHMARk: WHiGH I~,{ST BE YERI~°IED BY THE C~Et~~RAL GQNTRAGTnR a -~2 ~ 4 ~ j ; i n ~ , 1 ,r PRIOR Ta G I2aUNC? BREAKING. -
END' 'w ~ c .F ,ti • . . ~ + r ~ ~ t ~ ~ ,y. .r
GdCv ,,,,I 'G~ 54 ~ r I ~?I ~S1 . i 1 'i r ; J5' p I , ' . i 3. ALL EROSION GnNTRC?L MEASU~:ES 5~1ALL BE IN AGG4RC?ANGE V>IITH a,. I I ! 1 . ~ , . ~ " ~ 7HE N.G. ERQSInN ANC? SEDIMENT t°,nNr12nL PLANNING AND DESIGN
r..: filiP ` - ,-.c~MH x(73 w y ~ of a~ I I ~ ~ ~ fr r . MANU ~ ~ ' i AL. a : ,
1" ) ~ ~ k x I~ o , f ~ ~ ~ ~ ~ ~ 4. PERMANENT GUr AND l~iLL SLn~ES PL.,AGED nN A SUITABLE NG Q s
_ R 5 # ~y . Sl` ~ ~ ~ x r' Fnl}NC?AT(aN SHaUL€? BE GONSTRUr~,TEC7 AT 3Hc l~f (HORIZ4NrAL r0 ~ a C1f ~Y i C / G .
~ . » ~ I . ~ ~ { q ~RC?O ~ ~ . r ~ ;ct ; ~IERTIGAL~ nR PLATTER, UNLESS C THERWESE NQrED ON THE PLANS. ~ ~ .w .24. Uhf ~ ~ x t. ,
r y~ , 1! ~ ~ ~ r ~ _ r ~ 1:J~bi ~ y D~ ~J7 , ,j f ;:;:~j".~ xxaa ,n.:,., ~ ! n ~ / ' r ~y ~ r' «w.w "a~ {y, Fri ~ 4 i 7~ E ~ 'h.,. f ~ a -w - r 5. EP FILL MATERIAL IS BROUGHT C)NTO I'NE PRpPERTY nR ~ {NAB E
r`I~i T /i / ,~~JJ~~ fi(~~'' , Pi~;~ a. /f MATERIAL I''~ HAULED PROM THE P~2aPER7Y, THEN THE ERaSIDN ~ ~ i N ~,.;lL cC ~ z ~ T R T MA A ~ T'Ni5 It~P RMATn .
x q 1 ~ J,. x . , I - ; ~ r ,.p ~ ! , r. M- 7 r t .....,r t ~ f , , , ~ ~ ~ CONTROL INSPEG 0 MU5 BE DE WARE O O X68.7 J r! a if4~ ~ lU~ 1 i """'t
Q ~ :.r N ~...f~' ~ r / / z ~ ~1 t I t~f' d r 0. D..... a ~ { ii ! ; ~ ! : , t ~ " ` , ~ in <; ~ ~ b. THE PRa~'C~aED caNraUR~ SHO~IN iN RQAC7 SEGTIUNS ARE FINISHED ~ YWw. : G ` C .F , I ~ ELEVATInN~ INGLUD3NC~ ASPHALT. REFER Tn THE PAVEIvlENT `~1 I~1111' ~A~
' ~ r .ti ~ I ~ . I~.Q : ~ I z , ~ ~ ~ ~ 4' , T TAT TA rl H ~ RR GT SUB A5E aR . ~ , GRQ55~SEG IaN DA a ES Bi. 5 G~ E -8 Not to Strafe MAP
~ ] ` ~ ,~1 E 4 ~ w r~ j 5 sy~ ~ : / , ~ ~ z t °~~~I ~.~~iGNw~'S'M~ 4RI•,~M A R GATE BASE GC)iJRSE ELEVFaTIaNS rn BE GOMIaLETEC7 UNC7ER T~lIS ~ C? 'GB u~ I ; , ,
~ x ~ I ~1L~. AG~Pl4~( GnNTRAGT. ' ~ ~ ~ ~ Lo ~ ~ ~B Boa INCA ~ r~ D. TI D:
1 " ? J ~ :`LL. ;:V 1 r l,~ ,...,1. 5` E '~B "..."~0 .~.r,~ ~ ~ I~~ r~{'~ E 1'~ 5:., ~ r :i r^i~'. i ~ ,,*.,n~ ~ ferJr~i ~ ~ r r i f Q) ~ i . ,~,5 55 ~ r ~ " „ I ~ , ~,ti, ~ x ~ TAX NiAf 4nP E3LnGK 3 LnT ~3 ~f, LIlw1(T5 L)F~ GLI~.AFZING SHnWK A~'E BASE[ pN GIST AND PILL SLnPES Q ¢E FOR
K~NNI~ „I. TERRY' ~~a~ ; r z. ~4 ~ t ~ ~ ~ r ~ st~ ~ r, ! ; rw. ~ ~ " ' ~ I ~ rH R • IN RE IREMENTS. I~€. PRaRn5EI7 RETAINING WALIr^S AiR;E FQR ~ nR a E GRAD G C>2u I~.LU5TRATIQN PURPpSES ONLY I~EPIGTINC~ GHAN(' ~ r . IGTIN6, GHAti6F IN d3
DB ~'t~~, i'6 5t33 ~ w ~ ; ~ , ~ ~ ~ ~ ~ 1 .5 ~ ~ d E~ , N ~ TAX MAC' 4DS BLOGK ~ L4T 30 ~ 't~ m; u. , . ~ ' 1 , . s~,,..~ p1" I GRACE REc'~111REMENTS, GPr ENGINEERING AND ~F+ i 8. ANY C~RAC,)ING BEYOND THE LIMlrS {?F CONSTRUCTION SH©WN S IRINtx ANV
t~ iii ~x I~', ^w. , ~ ~ N IN . i N r R P NSI E POF~ RETA '/"^;~,y ~v~.., ~ ...~~W , p ,r 7'/'y A PIN 5l1RVl~YI G, G 5 O E5 n Bi~ I q.t 9 $A Yw. fS 5UL7~~Vr W' ' ``x'' ~ ~ ~ '~+.M. WALL DESICaNS. ~ ~ ~ ' -E FOR RETAINING
fir' ( ~ , • ~ ! I~ ~ ~ , , " J~ "w n ~ ~ ti A. STABi~,IZArIQN EE THE BEST FaIs,M QE ERASION C.C)NTRQL. . , . T~^• ty
r r ~ ~ , 5 7 ~ t~ , ~ , ~ ~ ~ ~ z 1 tiw.. BT ~ ' ~ !5. GONSTRUG7IaN AGT[VlT1~~ DI~TUI~BING ~ ~ 35 ~ } t.. ~ TEMPQRARI' SEE}~fIVG 15 NEGE55ARY Tn ACHIEVE ERaSIaN CpNTRpL $ ~ 1 + ~ ~ ~ - ' ;)15TURBING FIVE > M, :D A NPDE5 u J ?
3 r,,. 4 ..yam l ~ ~ „ , _ aN DENUDEt7 AREAS AND EaPEGIALLY I~EN THE GnNSTRUGTinN OR MpR~ ACRES WILL BE 15~U~D A ~ I? . ~ ~ ~ , ~ P Aft T SEE E f3R T RM WAT R C?15GHARC7E PERMIT A REG , , ~ ~ , I ~ ~ J 4 SEs~i1ENGE REC~lJIRES IT. ALL GRA~JEG' ~LC7 ES E 0 BE 1? I7 ~ D E MIT A5 REQUIRED Q - X
v~ A ,v ......,..r», , / r ~ .»,.v.... ' , , Y a ~ ~ : ! ~ ~ LANt75GAP~`D WITHiN ~I GALE~.'3AF; DAYS C)P G©MPLETICIN C?F ANY BY THE EE~ERAL GLEAN WATER ACT, 51=C , I R ACT, 5EGTION w <
r o I f war v~rntrrcm s ~q~ , ~ ~ ~M I1- a ~ ' ~ PHASE aP GRADING, B aP TH15 PERMIT REQUIRES Tf~E PERiwIITEE ~ ~ < ~ : r ~ ~ ~ ~ ~ ~ : E PERM I TEE TO :DI ME~4-r AND uj z I
. , , ~ ~ r~' i ~ ~ ~R l PlWRIODIGAL~,Y 1N5 EG ALL Si:D C ~ ~ . ~ ~ A , I ~ t f` ~ la, GaP1TRAGTOR SHALL INSTALL ALL EF:4aICJN GnNTRaL MEASURES A5 . ~`AiIC?f ,r I ~ROaIG'N GnNTRpI~ I~~VIGE~ AND TG' KEEF ID TO KEEP A z - fl
, ~ , , , , UtC~I" , + e, INDICATED PRIaR Tn GRADING aP~ERATIaN~. Na C.)EVIGE MAY BE _ : ' ' ~ REGC?RD OF THESE INBPEGTIt~N~. (ALL REG~ . (ALA.. REGC7R05 <
"M, / . V f 'r• ~ i - , ' ~I ( BEHAVED UNTIL SITE IS aTABILIZED. r 1~ 2~.G ' ~ ~ PT N- IT ~ A'~,~ILABL~: TC? ' ~°3 ~ ~ u,~ ~ " SHALL BE KE 0 5 ~ ~ _ ~i ~ ~ y , IL.ABL_E TO ~ z ~
. s ? 1 A \ S' w . j' / / ( • rrar/ t `7y'r ~ ~ ~4') ~~r> P ~ .r`"7'e.' .ti.,..... x ~ ~ „ ~ ~ ~ 4N5PEGTI~3N STAPP~ ~ EIP ~ II. CaNTRAGTaR SMALL BLEND NEY~ EAR'T'HWaRK SMaaTHLY WITH ~ .q yr i_1 1 GIN iZAC ~ f
r ; ~ 8 ~ ,17E ~ ~ ~ ~ a ~ ExISTi?~C~ GI~NTnURS. ' : ~1 Sao " ` ~ s i ~ # \ • ~ , ti\ ` l 16. TQPSOIL STOCKPILE LnGAT1aN~a SHALL BE 5HALL BE
i f • ~ : ~ X66 ~ _l } ' '1 i2. GRAC~I~IG~ MARE 3'I~AN 1 AGf2E I~lITN4U'1' AN APF~RO'~I~ irRnSinN L©GATED nN-SItE ~IlTH1N THIr ER©S{C7N Gt~~IT'Rai 440N Cc',N "ROL "
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TQr J, BANK OF ~TREAhJi a I ; ~ ~ ~ c~ ai7 ~ ~ ? ~msc ~ / ~ n~ 5 1 ; ~r_.. ' y! s ~ _ .i t Y ~ ~ $1~ r' f .,,+'r.:,'.'^.. w. ~ ~ r„ q j 'f~~IF' Gt7'~IJG GN ~~T~ ~ ~ 1~' ~
UNDISTURBED AREA OF ' 36n f2CP ~w I f 0 r / ! R, / !E 11 . i f r
d VEGETATION BEGINNIN6 AT i THE TER Ep E OF ZONE E ANp EXTE D N6 LAN[~~WAkI7 MINIMUM aF 2O FEET. EXCEPTIONS MU6T BE ~ APPROVED BY TH>r Z
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lily ~H VEG=ETATIVE BUFFER Ri we f I w w GA I e CC Private Water Sewer, an !~tgrm term
j L .1 50MEASURED FROM THE , GRr~ ~O' (J LIMITS Or- ZONE 2 YiHIGH ~OfS f I; f T~,ti TU w ,j SHALL HAVE NO IMPERVIC~ E If ' _ ~ r All on-site utilities shall be con5tructed to the Git of W eh Point Point
j2FACE AREA h T I X FEEL€ F D' f standards. However, al(utEl,tres not located within a public easement a / ublSc ri ht-aF•-wa shall be private with maintenance tote water, ea&ernent or PP.OJ1 GT ADVI;E55: r woter°, (LOT W 25M EA5TC.1-ESTER M
tt.. 4~ sewer, and storm stems provided b the owners association o^ ion oll PIN# 160002630000100001
K PERE 56o TEW SILT fM~ / / ro art owner(s). (LOT Y) 2515 E,5TC+ff!5TER DR
NIC~F~ UENNIAL STREAM LOPMENT N5ITY pE~tE sQ ~ Not to 5GOle, BLUE RIDGE C OMPANIE 5, ING, ~Ow. v e )T 3'. 58.26 SAMET DRIVE, SUITE 105 PIN# 180W2630000100010
EGTR T 6gisggmea ,d t'V ~ Adequate Drainage for Building (standard note) X `t ~ ~1P r / t NiGN !'PINT, NG 27265 / r. From the
THE GRANTOR, IN RECORDING" TH15 PLAT, GOES HEREBY AGKNONLE &E AND GRANT TO THE CITY OF HI&H POINT AND ITS 5UCCE550R5 NIP, CONTACT. JIM (5RrralcH All new construction site5 shall provide adequate drainage, From the building Foundation, For residential construction the grade 5holl sloe c PHONE: (33b1 884-€512 shall Mope SCALE: = 60, a
„ AND ASSIGNS A BLANKET UTILITY EASEMENT FOR THE PURPOSE OF INGRES~a AND EGRESS TO ERECT, CONSTRUCT, OPERATE, MAINTAIN, Q PATROL INaPECT SERVICE, REPAIR, REMOVE AND REGON5TRUCT, UPON, ALONG, AGRO55, AND UNDER SAID PROPERTY FOR PURP05E minimum of 6 inches within the first 10 feet from the foundation o5 t n f., rr PAX. 1356) 854 I Ol r r ,ti, v r;r,c~s reFerenced in NC `Mate Building Code. Adequate drainage, shall al5o L ,ion Qa 5170i l lea be DATE- 212010ro
OF MAINTAINING ELECTRIC LINES, T06ETHER WITH ALL R16HT5 AND I~'n VfLE6E5 NECESSARY FOR CONVENIENCE OF FULL ENJOYMENT provided for new commercial construction in compliance with the NC ,h the, NC
OF USE OF SAiC71.INE AND RIGHT TO ENTER OVER ADJOINING LANDS OF GRANTOR FOP, RIGHTS AND PRIVILEGES HEREIN GRA D. I Q THIS EASEMENT I75ELF CON515T5 OF S FEET EXTENDING TO EITHER SIDE AND RUNNING ALONG THE DISTANCE OF ANY UTILITY LINE OF NCalNEER: State Building Dade. E1P
THE PROPERTY GRANTOR COVENANTS AND AGREES NOT TO WNSTR~T ANY STRi1GTUR1" OR PLACE ANY PAVINfa OR PLANTINGS (OTHER THAN SMALL DECORATIVE PLANTINGS) OR OTHER IMPROVEMENT PERMANENT IN NATURE ON THE EAS r f ; w CPT ENGINEERING SURvEYiNG, INC,. (Y) Replacement of sidewalk5 rand curb and tterin (standard note) ;lard rote) PROJECT: 424,04
NITHauT CITY APPROVAL: AND THE CITY SHALE. NOT BE OBLIGATED OR REPAIR, REPLACE, OR RESTORE ANY SUCH STRI~TURE5 OR r OTHER IMPROVEMENT5 DAMAGED, DESTROYED, OR REMOVED 6'Y GRANTEE IN SERVICING,, MAINTAININ&, REPAIRING, aR REPLACING ALL ON~-51TE UTILITIES SHALL BE CON5TRUGTED TO THE 4400 TYN1N6 STREET 1) An unused curb open Ins/drivewa s will be closed with stondcrd curl / r I Eondord curb -eets the
SUCH UTILITIES, Hl H POINT 5TANDAR05. HOWEVER, ALL UTILITIES NOT L d Ca FED T4 THE CITY OF f ~ HI6H POINT, W, 21265 and gutter on curb and gutter streets.. On ribbon paved streets the .ITIE5 NOT LOCATED ~ ? r GONTAGT: 5TEVE° M55 drivewotj and any pipe shall be removed, DRAM 5"(: T&L
WITHIN A PUBLIC EASEMENT OR PUBLIC RIGHT-OE-WA"Y r sr~ ; f r T O WAY SHALL BE C'HONE; (356) 81 -e)&00 EXT. pia avrrert City
PRIVATE W1TH MAINTENANCE TO THE WATER, SEWER AN[ i ~ p 5Y5TEM5 PROVIDED BY THE PROPERTY OWNER(5), aE 2) Damage to existing sidewalk shall be repaired to meet. current City w~~ AND STORM SAX: (336) S12-8"180 f w l n rds. s de a ~ sta da
OWNER: BLUE RIDGE COMPANIES, INC. DATE: 9 a / / i , SHEET
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AL L EROSlt7N ANO SErPIMENT cdNTRG7.. PRAGTIG35 SHALL B~ GHSGKk~D FoR STABILI"Y 5C 0 30 60 ~2fl 2~D ~ _ I. rHE wR05lDN GQN RDL SP,~„TD GA 8E G E ih1t~. ours SERVIGE5 AT 336-f383-31G~f. r
~ T #N N ASIr LE55 THAN ONCE ~ A'~ OPERATION . dLGdWiN~a ~VER'~ STdRMf ~1/BfdT, BU d G ,..._..w... . ;,~,s ..._....~..,_.-..,_k;...._. „ , 2. ERa51gN GQNTRDL DEVlGES Af2E TQ i3C INSTALLED BASEr~ QN !
Y R~PA1R GL~AN{NG NBG~55A€2Y TQ MAINTAIN ~R45ICJN ANa P ~ EVERY V~I~EK. AN SEDIMENT GdNT#cOL ~'RAGT'lGES 5i~€Ai..L 13E GC7MPLETEI7 w 'k :"a .c; .s~•"'~ DE T AiL.S P~'DVIDEC:1 UNI7EIr: ~"HE Ai~f'F2CJVE:C? I''LANS. 1'HE PLANS ANG? ~~rw"' - f" 1 DErA1I_S ARE BASED DN THE NG EI~1DN AND 'SEpIMENT PLANN1NCa AND ?
~ Ala } r .1->:. 1:>~.IE>:_~' j` pE51GN MANUAL, AND REGQGNIZEp BEST MANAe~EMENT PRAGTIGES S 'til . I. s. ~ .,..w.._...._,........_.M.M....,..,.,.. r,~`, ~ to v~ . y ~r /1i';: ~~r,~, 3~J µ1'4V ~ I~'~~I (..f~` l.'?w` }I.. I4 l/? , C~~~ I j} ...'w.,.'~`,•n
i Af2~A5 SFIALI. BE REFSRTILIZ~f7, R~51:3=D~~7 A9 N!~GIS`~A3ZY, AN)~ , AL..SEED~t7 _ ~ ~ f~ ~ _1~ z,j 1 inch 6q fit,. ~ y ;~~~E•~ ~~r 'If . . ..r'" i' , bye ,p;~ ,.;~yy', f 1 ~'JfJw ~ ;t, !hT' , ~^Iti: ''`U~'. 7' :I:I ~~r'w. r.?if? fib .it0'' Yt ' YC" r O, !AS-. iN;: >i~l,ry'i `~w ' r;' ~'`"1 ~ ' 3. THE GgNTRAGTgR SHALL MAINTAIN GLC~SE GDNTAGT N11TH THE ERD51gN ~
H i~ AGGdRplN6 TCI THE SE~DkNG 5GN5i~t~.1~. ' MULL ~ ,•q r , 1 r ~ \ i ~ l"P ! A v . I N;; - ~ TW ~ ;Idti~ Ind- nr..ti ~ ~ ~ ' r<r , , .1 . ~ 'K M,~ • ;idi~ IId- ~'•fJ~J.,rln is ,,~,y,..~..,.• Y Y / t ` 4 , r } GQNTRDL INSPEGTQR. ApDITIDNAL ERDSIaN Gc7NTRDL MEASURES MAY --....-~;tyi •;lsr~ F',~^~.'S1 ~ ~ t^" 8~4•~ ~ x / g.. ±.3r I
T 4" T I" H ~ HT. TQPDRE55 I^IET}i 4d L~/AG~'~ 1_- r~~ rra 1»fG' ~ ~,„~,.r~~'" ;.:1.~ 3.1 i~'IA,TER A5 NSEDEp ANI~ MdY~ O 31 D ~ C. IN?. Its- ~Y~, IY: ,r,.i ~U~ ~ ~ Y Y~ ? BE REQUIRED SY TF~ EROSION GQNTRQL 1NSPEGTDR THAT 15 NC3T
APR. Sd LB. 3N MAY ad LB IN JUNE, 3C7 L6 EN „~LYr AN#~ 25-5C3 LB SN AUC~. !t~,v', 11:- ~izt~'tFa::~~) - ~ :;ri , N1TRdraEN 1N ~ , r ,1 ~ Nt`r tt1 Y, IN)~IGATED qN THE I LAMS. 3T IS THE G4NTRAGTgiZ`S RESPDNSIB3LITY TD ~ , >~~P ~ MAINTAIN ERDSIaN QNSITE, REGAf2DLE55 DF THE MEAS(1RE5 REC~UIR,EI. EGA , ly ~ > QL ~
(ITV, t~.'lt' I ~ a^ j a+"""'"~"""" 1 .?~Ik`v', i;"I: ~?~:.~„I 1~I „ . _ ,j~ "`^^w..„, ! `.na^" ~.1 , w,. ~ ,rY„ tf+~ / I!'i,yr tN'T ~ ~ ~,~.~^I t „ "h ter.', t.i 15j'~„ ? .r,.' ++,~,y~y. U4.yC~ ^ ,.,,.r^~"C ~j 1. J ~ r~~ ~ ~ NTR M'"A . 5 ANDfDR GRADING p L~. I, ¢ ~,p ANY GHANC-~ IN TN~. I~RU51gN GD OL ~ SIJ~E
"M"*~ror ww~ :~r•..y+ .rw "H1 7? rte,,,....r .r ~ f ~ r !!~`y` tN: S'+-4'T'"~i;'~~~ .,.,.-~^'""if+l~ :~~~OhC' 7in+ ,i'r / .r-'" • ~ SHALL E3E GALLEf~ Tq THE ATTENTION OF THE ENGINEER AND THE ' f • J~~ ~ ! Y r T R -i•-~' ! ~ ~ / ERQaiC3N GqN f~qL INSf'EG O . ~'~~~w,,,,, ~
1 ' ~ 4, WEATHER FgREGAST SHALL BE MDNITGRED, CHE GONTRAGTDR SHALL ' ~
$ ! 1 ; ~ I - ,,f' PREPARE FqR RAIN E'VENtS SY RE^EXAMININC~ ALL ER051gN GONTROL
NGDOr _m. s4as~ • END ' ? rt f ' 1 4ir~c.,,., ~ w... E~IM= 38°J'7,5 r. f, f i 1 i I ~ MEA~IRES PRIpR 7D STAR? QF PREGIPITATIQN. ANY RE-ENFDRGEMENT I w Y - DR GaRREGTIC7N5 aHQIA..D BE PERPOi2ME1"1 AND DDGUMENTEn, ~ ° I ` ~ t
~a~ ~ M»~.:;;~ I//N~~Y~rr. INN :$41,Fik -r ' } ~ I ~ ~ 1+.~ RR+:P .r ` s .....n,",l `fi'r / / „r ~ I 4 i ~ # ? 5. !F FILL MATERIALS ARE Tq BE ~3RQUC~HT gNTD rHiS PRq,3EGT oft
~ ~ TG HE FIELD vERtF€~iJJw...-~ lid - i , NIP ~ ~ r + Irty, r~ur 545.0 y r ~ ~ AT RI S Af~[w rq BE TAKEN FRt~M THIa PR{~JEGT THIS / I ~ l ~ ; WASTE M E AL r 1 ~ INFgRMAr10N MUST BE DISGLgSECJ ANI~ 5a-IDWN qN THE Ef~DSigN
i 4,~~° ~ F N , 6p ,w ~ ,..E ! I,.. ~ , ' I ' ~ t r'' GDNTRDL ANp GRADING P>mAN, BORROW AREAS AND DUMP SITES ARE ~ i ~ ~ f
. ~ ti ~ ' ~ » M- J5C3MH X64 r + EiR "C~' O ~€GpC1r ~Tp. 840.5.2 ~ ~ ; m w r ~ GDNSIDEREp Tq BE PART qF THIS PRD~GT ANp THE gWNER €S • RESPQNSIBLE FoR STAEiILIZATIpN AN17 EIW.OSIQN GgNTRgL MEASURES AT r.,,,., . ~
` E~IM= (851,0 / EJCI5TiN6 IB" RGP ~TWEEPd „X, GI c~ , r ~a ~ , ` • 1-'--- r 1_ ° -'AND ~3C S~Mh# rC1 R'k~'1AiN AIdD f »•.,,.,,,,,,,'~~"4.~ ~ f ~ ) t #NY, I€~- 545.1 f . e: , ~ NV. 4 , NOr A~ANDONDED UNTIE. G~ftADiN6 J ..I ~ k THESE 5ITE5.
~ ~ r ~ r tl TALL a MAINrAEN rt:rip, / / 1 0 8 56 r 0PE€2AT1ON5 ALLC~I ST0RM / x ~ , C,pNTRAG Oil ~AL!~ KE ~ ! I N T la r / ~ . ~ f ' / i x PpND w~D r"te" €~u~IN~ , c D a G o ~ r DRaaxac•~ TO ~ INSTALLE.D ,r ~ ~ ~ 6. AS OF MARGH ID, 2gD3, ALL GDNSTRUC~TIDN SITES DNE (I) AGRE qR ~ a
_ ~ T ~ uxrl yJT;r 15 ~ SEDIMENr I~EN t~Ewx ro 1 ! ~ ~I~~ TiNG DRAINA M 1 r~ ~ ~ ~ 'l i ! r r ~ J MORE, REQUIRES A NPUES PERMIT, ' r` i- ?
~ ~ u 51k3'fANTIALLY BTABII.IZlnD - FOND ~01'2ESAY ONG~ ~ f " J , I'iHITES MILL ROAD rL1 Tli Y'+~r r s A. w ~ PGND ~2 5NA#.L 6E I~lJMPE:D J ~11;IENT EsA51N HA5 ~ Efd f ! f INSTALIr STORM pRAiNA6E pErENTIAN PD~lD u2 C $1 h ~ try ~ o ~ G ~ tNTO Ti3E BAGK 51~ r~F ~ ~ ~ i ,r ..~~M~r~ r ~ F FROM ~ rcr X66 - ~ 1 ~ to 't ~ - i
MP f T A fN 3~ ~ {4 .1 ~ , r ~ Q Q} y; TE , 5>riJ MAN 8 ~ ~3 , ~ ~ f f i TO BYPA55 01=i`-51TE ,i NirEJ~Et?, ~i ,I 'r ~ r DRAlNA6E Pk",IpR TQ f ~ wl ' ~ THEREFORE: ~i D
a. n. ~ I! I ; ~ ~ GRAC?IN6 TEMP, SEDIMEK7 ' `I \ 1° '~1 i ~ ~ WRITTEN D GUMENTATION aF A l71wVIATI,ON PRAM APPRgVEI~ PLAN ~ ~ 15.0' MUST BE NOTEt7 qN THE APPROVED PLAN`. ~ fiA
q} f . q- j 4y f' r # ~ ~ j BASIN ~ AND VdlwT ~ ~ $ 3~ i ~ dl ! ~ j ; t ~ ~ I c,. / €?~NTIrJ~V POND ~2 ~ j ~ _ _ _ ~ WRITTEN DOCUMENTATION DE AN ;rMERGENGY 51TUATIC?N WHERE Not to .Gale "Ole
r Q SEDIMENT HAS BEEid I715GHARCaEC7 QFF 51`1')~ MU~iT ~3E R>`GQRpEC). ALSD< • ~ ~ i GDNrRAGTgR'S AGrI DN5 TD REPAEfZ AND RErU~.N AREA TD f~RESTORM
t ' t I i~ r ~ ~.~D ~G. ~ ~ ~ l ` f ! LC3T 3, PB ~1, PG IOq I ? N T ~ D. , ~ ! GDND T Q MUS 8E. REGi?RpE I.OBTAIN PLAN APPRQVAL FRgM HIGH PQ}NT AND' ALL NT ANA' ALL 7-
Q1 t l {'1 f i , , 1 ~ f r~x MAI`' ~'J8 ~LC?C',~ 3 LDT I T I N A 5EI7(M TATION l ~ ~ THE PERMITTEE 5I-lA_L INSPEG ALL Ef~C35 a Nib ~ APPLIGABLt* PI~RMITS f~RC~M OTHER f~EVIEfNINC~ AC~~ENGI~ I ~ I CONTROL FACILITIES EVERY SEVEN ~7AYEI ANp WITHIN ~4 HOURS D: A 1~2 € A'P I ~ ^11146 A6ENC1 E5. p
'Y, ~~y ( IJ r )1 , , M y 1 , ~1 ~ 17B ~-t5 J 1'G 503® ~ / ~ I, ! ~ ~ 1 ~ ~ a ~ r l If ~ 1~ ~ I , ~ ~ I, r GRAt?ING PERMIT MAY NQT E3E 1~#JEC7 UNTii. (F L G ~ ~ ~ pp INCH OF RAIN, FINpING`a SHALL BE REGQRDEU AN€~ PRESEI~TEp UPQN WATERSHED ANp LANDSCAPING FLANS ARE APPRQVE;~ ~ ~s ~•1 , OF APPLICABLE) F APPROVED. if1 iy
TAx MAC ~a~ ~~.©c~ ~ La o x r, rf ~ . t1 1~ ~ , ~ ~ ~ . ~ ~ I NSPEG"rC R S REQU~:Sr. ~ 1 'l 2. THE ERQSIt?N GQNTROL INSPEGTgR CFAN ~3E REACHES 5E RIB A ,HC-P AT ~ 0
rcr at 1 .4...;.`..~ f I ~ ~X TR~~L N~ - ~ ~ ~ ~ ~y~ f1 I ~ ~ :ELINE ~ v. I I rHE GO~ITRAGTQR SHALL PRQVIDE RAIP1-i?EGaRt?ING~ DEVICE AND ENGINEERING SERVICES AT 336-883°31~~. ~ } f RECORD EACH RAINFALL. 3. FLAGGiNC~ C?F ALL THE GDNSTRUGrlgNIl,~Et~I7Ei~ LIM€1 z r FNUPEC, LIMITS AND
(1 ~ ~ ; ANY FAILURES THAT CAUSE VI5€BLE SED3MENTATIQN Tq LEAVE THE ANY DT!•~R SUFFERS SHALL BE I3EFZFGRMED PRC7R Tq - D PRaOR TO THE
f ~ ~ i { ! . h~ 1 ~ fl ~ ~ ~ ! 1 ~ ~ ; ~ ~ ! ~ i APPROVED DISTUI;'8ED LIMITS SHALL BE i~ORREGTEI 1MMEt7IATELY ANp ~ ~ f ~ PREGgNSTRUGTIDN MEETING. Gt7NTRAGTJR 15 Tq arAY w ~ ~ DDGUMENTEp. (a TO STAY KTHIN z w z rO CRO55 TH15 Q -.-4
~ / 'tJGl7C?T STi7, 840.52 v ~ ,.a~f i ~ , ~ ~ I + ~ TNl~ LIMITS aF GONSTRUGTIQN, ANY NEED TO CROSa TH ? 1 ~ - - ~ ~ ~ ~ A COPY aF THE h!f'DES PERMIT SHGULq BE KEPT pN SITE FOR ~ ! ~ € LIMIT LINE WILL NEED TD BE SRDUGHT rD THE ATTENTIq 'HE ATTENTION OF ~
, ~ •f 1 ~ f ~ I ~ ~ _ ! RIM X8575 ~j / i IN= 044.4 w N 1 ~ / / yl ~ rL Ihty, r 1 ~ry 'TEMP. 9AFFL~ I q.t2 ENV, OUTz 844.E , \ ti. ~ ~ ~ REFERENCE, ~ ^ TitE ENGINEER PRIQR TD ANY GRD55 OVER, THE ~LEAf2 r ~ ~ THE ,LEARIN6 h- <
f ~ ~ ,~7" ley / ~ ; x ' ~ ti. ~ ~ , 4 ~ LIMITS MUST 8E f=LAGGED PRiQR Ta THE PREGDN~irRUG' ' r ~ ~ r ~ ~ , } ~ ~ , rlEr DETENTION F'DNI75 ANp PIO-RITT{~NTffJN CELLS MAY r3E USED UNTIL MEETING }N gRDER Tq PREVENT AGGIDIrN~'AL EN~"RY qU REGON45TRUGTION z AL ENTRY OUT51DF
l r 1 ~ I / 846 ~ ~ ` ~ ~ • ~ ~ ~ ~ ~ } THE ENp qF ALL Gf~AD€NG PHASE~a ANp CRDNSrRUCTlON OF THE CLEARING LIMITS.
t, ~.I~~T~ HgUSE8/BUILDINGS F4R GOLIAEGTION OF ,,EI:7IMENT. IF DETENTIQN PDN1~8 1N W4TH THE WN R .G^l2ADING Fc~R RaA~ ~ I ~r~ ~r SET UP PRE-GgNSTRUCTIQN MEET G O E ~ sn ' , 4 ANp i31D-RETENTION CELLS ARE USEG7 FDf~ EROSION GONTf2gL MEASURIrS, ~ GlZ4551N1a 5,~(A{.L, N~7T 6>»G1N ~ I ~ ~ ~ i./V~UV i M/"1'~~ , ~ GgNTRAGTOR5 1NVQLVED WITH LANrJ DIST~RBAN,~E ANC H THE OWNER, ALL )RE3AN E AND THE "
! ~ ~ ` ~ UNTIL, ti, ,+r /r "5 e x' ~ ` ~ ~ ajS3 , ~ ,.r.. ,..,p, „ \ C'~RAC ` UNTiI, rH~ 5171^ HA5 E:EI:N ~ ~ ~ ~ THEN THE STRUCTURE SHALL BE GLEANED OF COLLECTED SEDIMENT I N NrRDL IN PE TDR DN SITE F'RIDR Ta ANY t~.'.ADEp 5uccr~ T~Ar TFiE 1 ~ 'L ~ r~"+ ERQa D GD S G IOR TO ANY I
/ ~ ~ ~ j"' / (~y~ ~ pr~91? " ~ peg, \ \ #N~TA 4 1 ~9TORM rnzr4lNa!,E Has BEEN ` y) I G ~ PRIOR TO CERTIFIGATIDN BY ENGINi=ER. GLEARIfiG CJR C~RAI?ING. ~ na r ~ ; , c,~R~ER ~ NSTAI„1MEp FRf>M ce ~ a I , ~ . Pl f 8. THE EROSION GDNTR~IL INSP~CTDR GAN REQUIRE, IN Apl7ITIQN TQ ANY ES.
w ~ 1 / ~ ms ~1 ~ ~ ~ y --fir ~L Jr ~L ~V" ~V,~ ~ \ y' ~5a Ah~Ts C~AININ6 rn ~ y 5. INSTALL STONE GONSTRUCTIDN ENTRANCES, v~•r t~r~NTIaN PpNp ~2 ~ 1 U~ ~ ~ OTHER G3`?IL GAR CRIMINAL PENALTY DR iN,.IUNCTIVE RELIEf°, THAT ANY 8, CLEAR ANp GRUB THOSE AREAS Nl~9MDEI~ TQ INSTALL TO 1I~TALL Lu ;z
° ONLY) ,r / `',r„~ ~d& ~ ~ , ~ • , ~ \ .M,,,, ~ ~ ~ ~ ~ ~ PERSa 5 WHD 15 ENGAGED IN A LAND-GISTURi~INf~ ACTIVITY AND FAILS ~ yy i e,I~ ~ ~ ~ ~ ERgSiDN CONTROL MEA51Jf21=~a. , Lw ~"J f~ETA1N ST~pIMEN~" C~I~NERATE}? BY THE LAND-£~ISTUF~SING~ ACTIVITY', TD IN51`ALL ALL rlrMPaRARY 51LT FI~NGE ANC7 STt; qU 140 5TONE OUTLETS rU
r .,,~,:..;.iNV. OUT. 844.A - ~~3 ~ i ~ EU~ n~, s.fi; \ ti RESTQRE THE WATERS ANp LAND AFFEGT'ED E37 THE' f'AILURE 5D AS TD A N F TH 1LT f=ENGE. ,L,_ ~ • . „ I LD G LOW AREAS D E a
.x,3,26' IP ~ - ~ ~ ~.r ; RIPRAA OUTLET - ~'~t7N~ OUri;~r'. ~TLANp ~F"~.'^,' EIP ~ "M ~ ...-;.M ~ :~s'`~lr ` APf20N L~ht6F~€= ~L')x ° 'its ..•tl ` •~iC~F'~• ~f, \ t l MINIMIZE THE S7ETRIMENTAL EFIrECTS qF ~`HE RE59JLTING PaLLUTION P,Y T A IN Afi~i~ ,.Ir Jr Ur ~ , , :,,;w. .i• tg t ~ f INSTALL ALL TEMPORARY SEDIMEht B 5 S I'~ r., 1 ~ , .hE~ . ~ i SEAIMENTA`fIQN. ~ DN T I 5I NS AND ql~
N ~ ° + r-i . ~,._~.tr3l ~ 0 1 _ ~.a~~, APi7f3N {~1137fH= Q'k~3 <';L€~NGTH- 35' ~ ¢ ~ 35538 83 44 p~ - 1"!54' # 1~T ;1 r , ~ r W W EI>~ . ~ w~~ . ~rHIGKNE55- 10" °4~.: ~ ~ ~ 'a t '~~q ~ r., 1 ~ ;lu'J. ,:?JT ~1 TEMPORARY pIVERSIDN n1TGHE5. BEGIN ~ f ~ ~ •~i *fr ~ ~ \ ~ , } ~ ~ DIVERSlQN DiTGHES FROM rHE SEDfMi=Nr BASINS C7R ,ON5TR,tr,TION OF u sA51NS OR
Lrl ° 1 .r>, ~ ,GLArJ'5 ~ . , ~ ~ L.ANp~ > J ! , { ~L y' ~r€~ ~LYJ ~ ~9~.*\ i w ~ x~~ ..,s ~ x;: e..,~~`..r f h` ' ~,i~,! r A 1 } ' i ? 1~at?NEW ~rfis1 1 I / c ~ ; f' ~ r ? Nc.~ar 5rra. 840,52 • DETENTION PONDS 5O THAT ANY ERQSIC?N TFIAT DGGU . THAT OOGUR5 MILL BE CAPTURED
~r f ,~HEI6Hr: r , :c ,651 ~ ~ \ IBC}-253"'0Q~"'~7~C~ ti's" ~ ~ n ` ,~1 i I ; AIM= r865."i DURING THE GDNSTRUGTION OF THE DITCH YaiLL BE CAP1 ~ , / , ~ 4,.. INV, IN= 858.4 fD( ~bQJ ! ~ E3Y THE BASIN. ` "5,; .~.s<.. , >v' ~ ~V ~ v~ % INV. IN: tS6f1.5 t6UILL' tR ~ 4 ~ ~
_ , p ~a ~ ~ ~ ""0 ; ° ~ ;~rz' _ ' REMOVE 36" FLARED ENC7 SECTigN AT VdHITES MILL ~ 1 ~ ~ w.. _ ( Ex 30~ ~z:a~ T~ HE FIEi,[7 ~ .~,r ~ ~r-~-,_,;.. rn q _ , ' : ti " ~ / ~ ~ v~Rl~i~g1 ,ti \ ~ ( 6°'~, ~ ~ f ~ ANt7 iN5'CALL 5f?MW #63 Ai~D 36" RGP T'O FES ~sb~ 'CQ E 4HITE5 MILL ROAD
' i T . PAC Gi~ `Jr ,/'Mr': ; , ,,.,.t~ ~ • , , / y ~ ~ , : 4 .S . 4~ ~ •,,.;~;,,-:..-.K ~ / ~ ^ I INV. GU = 8~,d i-` ~ ~ 1. ; , w~ ? ~ ~ 1 ` J T I `rH F {^!I•II 5 MILL R€~AD PfZ(C ~ , . ~ ~ OF!?-SI E DRA NACaE NQR D TE =E5 #66 TO BYPASS L ROAV PRIOR TO
, .i ; ~ t! ti`4 ~ r ~ ...~.,rr ~ f ry%` -,N . 4 3 1 1 Y x ~ - ,Gy "~•""4~~ ~f ~ ' / V J"„+~ , l . ~ ~ p w:l, r;..• ~ ~ , ~ Y~ 1f' ~',,p " £3EGINNING GRAC?iNG FQR WET f~ETENTION POND IOND #2.
y '.-^y~^, , .1 ~%....a: .~.~t~ "y ,a~, 1. , _ , ~ , rn ~I res HE 1 ~ !Q. GRAt?E SQTH VAT DETENTION PDNpB ANp BEG 1 ,`STREAM ~"4: ~,_1 t"~.1J J ~ ~ :.6 1,,,>'. , Irv I ~ ~ ~ ` . 1 INSTALLATION AT WET DETENTION POND #I. THE WET 4a 5EO1N KALL THE ITT
, . . . 1 i '~Y , 7 } ' f Qt~AI«I UETENrIDN POND FgREBAYS HAVE BEEN SIZED TD HANI IZED TO HANDLE o'~lOgi$~
_ , 1, a.~ g ` yy 1i mac,, ~ ' ; , Ft P ~ . • r : ' THE I715TURE3ED AREA WITHIN THE F'aNp 5 ~?RAINAGE Af'. ,~fl . ~ :731.;" ~4„ 1~ ~ 9 ~ ~ ~ ~ ~,3~ )RAINA6E AREA. C" PUMP-5 AT BOTH
` w r r' ,,.r ,`M ~ , r I ! ~ 1 "Jir7,'ryy,,,, ~ i ~T r y,t' 1 I , ~ ~ _ sax 1 ' . A ~ ' „ CDNTRAGTOi2 SHALL PROVIDE TEMPORARY' PUMA'S A7 E ~n r:~ ' ; ~ ~6v U €~ONDS TO KELP THE PgAtpS DRAINED DURING GOhaSTRUt • ` ''NCO GON5TRUGTION.
:,i ~ ~ .'"yj( i'.,y~,`.~d..,,.++~"'' w«::? Q r':.,::''' °"c,.,;y;r?, ~,G~` ,,r r,. 93~ ~ FIB ~ ~ ~ `+y,,, ` ~M~". ; FfwS ~ ~ ~ ar 5m. ~40.1~• ~ / ` > 1F PUMPING l5 REGtUIRED, THEN WATIMR MUST BE PUMPED , „..r r^ (y , ~1V, OUT 856 ? Rit~!= 3864•,~v BE PUMPED TO
1 r `y ; RIPRAP gUTl.ET "w ~ ~ ; ~ TI"IE BACK 51DE C3F THE A[7..IAGENT SEDIMENT 6ASiN. ~ s " ~ INV, iN~ 361.4 (Ht114i~ OVER ~ ~ ~ ' . -~~ROr~ ~.~Ia~T~+= 20' a~ ~'~c _ r ~ \ EI. UPON INSTALLATION QF THE ABOVE-Mf=TiTIDNEI~ ERDa NT BASIN. ~ riONED EROSION
i 'A , ~X 18" RGF » TD I~ Fl~ll? , ~ ST ~ ~ rAi~24N wll?rH= 4'x23.:`- . , ~ ~ „r'' j ~ v~RlFl~r3 c c:~, ~ CONTROL MEASUf2E5~ GRUB REMAINDER qF SiTE. EIGIN ?Q' ~ ~,I/ : THIGKhlE55 i6 r ~ qd INV. CJE3rw 05a,3 ~ SITE, BEGIN 24497
r'. 0 ~ It! ~ ~ ~ ~J F;r... ~ x , w,. ^'r/ ~ ~ /~/'s ,may, . ¢ . r Gj,{~, 1~t3 f~ r, r""~,.: ~ / •,wf,l.,~, # ~t~ .~~L 9 .gyp Jc A~51 RIPRAF~ ~ ' ~,{y~ C ~ ROUGH GRADING. y"^~x,,,, `""+^,'"""C ~ ,r ' ~ i ! „i'•'~ w ~ A , i ~ iG, ENSTALL STOf~M Di2AlNAGE TD PI RMANENT WE I >~ETE IW IWO. ENT NET DETENTION
~Y ".~-~'d*ww 1 ` , r ~ .,i~' Ex i~Y' RGP TO I~EMAiK r" - , 1 1 x 1 ; .f ~ PON;DS A5 SDDN A5 GRAI,~ING OPEfZATIONS ALLOI^I. MA y ALLOW. MAINTAIN
i,. . ` 20' 1~~,IG 5AN l i ` ~ / ~ ~ ,,y./"'' ry ? ~ ' A J ~L".. ~ , ~ ESM`T r / Jk ~ AM' NYC J lt55TALLED p11~GTIN6 f ~ r N N T PR TE TIDN TO STOR>v ~ " ~ ~ • .W. E ~ ~ p1VERSIO DITCHES AND 1 LE O C ,N TO STORM t~?~; N5 #1, #2, AND #3 oil
rl < STRUGiURES, TEMPORARY SEt7IMiwNT 13ASIN5 #1, ~2, ANA ~ NT1gM 1w'p~kD r ~ ~r•''~ ,!r kV~„ ~J' A / ~ 'r ~ ? I MAY BE REMa4~Ep A5 SDQN A5 rME 5T©RM pf2 E AGE ,4 PRA.INAGE HAS t~
\ / ~ " E RELlEVID DRAINAGE TO THOSE (3A51N5,
2 f; j\ coNT~,a~ral~ s~>a#„~. Ksr~~' . ~ ~ `l off' ~?i 1 •"'r ~ PONi~ #~1NlPlrC3 i7RY €iNC~ ` :-x~ . I, r' GON57`#2UGTI0N F,A~k'€'iL 517E i5 , ~ " tit 13. EROSION CONTROL 3JEVIGES SFIALL I"3E C7 L GE ~ ~ " - I • • ~ ~ ~I ~tG ~ ~ 1 / MAINTAINIrtD THRDUC~HDUT GONSTRUCTIQN. I]V1GE5 SHE DILIGENTLY DEVICES SHALL BE
v~ ( r f ~?AHTIALLY 5TAE31L~ZED 1 1 ~t F1r i `"v ~ , i, '~P Nt7 ~i 5rlALL B>: t~1MPED , ~ 1 ? i ~ ~ 1 / INSPEGTE~7 ANn REPA#REp AFTER EACH 51GNiI=1GANT ` _ r ONIFIGANT
-r . y~ ,~~M TAMP,, IM~'t"~~i1~' .'rr tl: i M V # i IN7t'} TI'll: G7/'~Gn ~#YE P~ , +q ^a ~ f r . ,,~i g y' yr• ,r rr£r7P. 5Et7iM~TIT 6A9€N ~2 E~ DY 'r~ j~ y ! I l2AiNf=ALL. C ~~r / 14, SEDIMENT TRAPS/BASINS ARE rO !3E GFIECKEI~ ANp IEGKEI AND
t Ex A5t'NAL7 I ti f / GLEANED OUT qN A REGULAR MAINTENANCE SCHEI7l~..E, E SOHEOULE. THEY
LIMIT'S 2t~,6! ? ~,r; t r ~ t • ~rh ~A~n } f SHALL BE CLEARED DF ALL 51LT ANp 1~E~iHAPE>~ TQ Th ~ ? / ~ . . ~ ~ f ~ i ~ ~ R I N PARAMETER ~HAPEV TO THE
,r i -.INSrA~~ 5r~ M r~alh~aG~ r J , ~ t, / C7 it~INAL QE5 G Iri~M r31 ~~a Tv X62 TO NI , 1 / ! ~ I`a, SEED DR OTHERWISE 5TAT31LIZE ALL DENUi~ED AREA. ~ j/ ~r W ! ,r ~ M ~ BYP'A~aS OFF 51TH / ,r'`"`ti,kp ~ / 1 ~ ~ NUDED AREAS
rt ,~t~2AINA0E • ~I~ai+ I.Ow 'A,~ ~ / / WITHIN FIC=TEEN {!S) DAYS OF CQMPLET}gN OF ANY PHA, r ? A 50 rtaAr AREA w11.1,. / ? .r A!;E f~ t ~ ? r° • I a~} GRADING. OF ANY PHA51 OF
' ' ~ 4 s ~ r ~ v W ! / G pRAIT~ HACK TO 1'FIE INLE3' rS . / 4 ' ~ / ~ ' / ~ ° / f / I TA # IZE ALL I3ENUCJEf~ AREAS WITHIN 15 ?J ~ PE24T~TION Ar r~l pbv ^ , fi• v r'.,,,,~~ ! , f.f~ 6.5EEp ORS B L 65 Ir11THIN 15
180-283-C)C?~~"CJ21 i I ~ ~ ~ , " l~IAINTAIN pF2AlhlACrH IN 7NIH . ' r p - ~ / WgRKINC~ DAYS OR bQ GALENI7AR DAYS tWHICHEVER 1 q~ ~ ~ / ? ,,rr~~ pp ` plRc"G71C7H UNTI1. CZ,HMAihtl \ (1^€HIGHEVER 15
J Y ~ , ~ ~ Ge'.k ~ t"'E~+'~..~ WAS 'r ! / ~ SHORTER>7. L~RAI NA6E ANp GUR6 1, t f / t:?PES, UT OR FILL,
~ GU G4~'N1 I~b~•~~6,~ HEWN INaTALt„~p r , ~ ' I`T. STABILIZE WITH GRgUNI~1 COVEfZ ALL SL.gPES, Gur q~ ~ 1 ~ t,,~~% ~ _ 1 'Q~ 'r" t I 1r[17HIN 2I GALINI~AR pAY~a {EI=FIrGTIVE C?G'rbBEi~ I, 2C?C TOBER 1, 2005),
a ` ~ Cq RlPRAP OUrLEr ~ l f,r f , ss APR{,~N ~F.N6TH= 34' r / ~ ~ f _ '~s;~~^ 1 ~ ! ANY SLOPE INpICATED STEEPER THAN 3 TO i SHAI..L SE ~ r r F f2
,----.,2, ti ~ ~ ~ 1 ,r. APRCau I~u>~rla= a x23' r ~ ? , r; _ ~ ~r_ ~8 COVEREi7 WITH EXCEL.5iC?R MAT ING TG PR3=VEN E OS ~ ~ ~ ~ ' f , ~ ~ AFTER 51~EpING. :EVENT EROSION Ju
1 ~ , 5 t q,?.• ~f,~(~'~ ~ 1 18. ALL ERO51gN CONTROL #~CVIGES ARE TJ REMAIN iN r :J \ 7 "O REMAIN IN
~ ~ e f~ PLACE UNTIL ~aITE (5 PROPERLY STABIL1ZEC? WIrFi GRQUI .i ~ ~ S ~ ~ f I ! ~ R TR AM ARE~,S MUST E~; 5TA61LIZED ~'~r' COVE . ALL E C'ABIL€ZED PRIOR
, i 5 NGDOT 5TE7, ~l4.02 ~t r ? ` \ ~ / +,4~~ ^}r~ ~ ' r F ~ TO RI^MDVAL qE ER4530N GgNTR4L pEVIGES. qN~:E TH r ~ \ r } r / ! ~ , OG MAID : E5. ONCE THIS
18D-2~3-QC~7 ~7 J2 ~ a ! ~ ~ r 1 / ~ ~ ~ ~ ~ RIM= 863.0 1 ~ qf, r r ~2IGNfi~R]~ ~~112MA~SK1 ~ INV. fN= rc•s x ~ ~ t ; ~ r A VAT! ? v~ ~ ~ ~ p DGCURa, REMt~VE SEpIM!*NT, r~AI?E TC~ FIN L I~f"E dAL ELEVATIONS
~t,.l. ~f't~~ v~J ~ ~ ~ ' f ~ INV. # 63 , fG' ~l } ~ i ~ f + ' ~ / INV. OUT 64'f,~i f j ~._}~,J`~%'` 4.,,,} l ! / ~ ANp 5 Af3 L ZE. / ~ REMOVE ERO5IDN CONTROL D1rtViGES gNLY UPgN RE NLY UPON REOEIPT >
~',-~..a• G+~NS'Ti~UGTIC~N ~1~~ ~ ~ w r o~ A+aVAL ~I~qM ~RD~!©N cQNTRaL INS~EGT. ~ / tt r 3 t , r k ~ ~ J l 1 . ,.J ~ ~ ~~~>~r~. ~ ~n `rl~l~ rt~NTr2AC.rt'3~ ~,HAt_I_ F3F RFSPCIf3LE F~JR ALl 45PEGTOR.. z ISLE FOR ALL SATE
~.r•• - / / ER051ON CONTROL MAINTENANCE DURIN6 G0N5TIRIJCTIO' 'ON5TRJGTIQN.IN . »
44 Acl// / ~ ADDITION, THE CoNTRACTOR SHALL BE RE5PON515,,.E F, LOT 4911 t1 tI l 5PQN515LIr FOR 1.,) Z
GLE:AR,N& LIMIT5 ar 856 ! > W, KEEPING ALL I T EM5/RECORD5 REGUIRED BY THE NATIOI / e~IS 1 X T rAC+T 'cREt t ! Ix I~ lk, f J ' POLLUTANT DISCHARCAE ELIMINATION 5Y51-EM (l+lPOE5) P lY THE NATIONAL ~ Lu EM (NP0E5) PERMIT_
54 .t r ..LIMIT5 OF GQNTR,UGTiQN/ DENUDED LIM1T5 ti / J f ~ ! ! 1 Ex MVMN 21. THE CONTRACTOR SHALL HAVE ON SITE THE MEAN5 rt~~ 1 TOP= 59~-3.44 THE 1W1EAN5 TO
5EDIMENT BA51N DRAINAGE AREA co w i i ` -46) INV. IN= REMOVE ANY SEDIMENT TRACKED ONTO THE STREET. IF CU GU-H ~Ob r er~.~a~ 114y NIP IW. OUT= a-12.64 CAtJNDITION5 REQUIRE, EGtUIPMENT MUST BE ON 51TE TO I" 4E STRFET. IF " ON SITE TO WA51-1
--o----aMM--- TEMP. 5SLT FENCE TEMP. D1YER5I0N DITCH EIF' ~.~o~ TIRE5 OF VEHICLE5 PRIOR TO ENTERING STREET. rREEr.
t1i f f / TEMP. 5TONE OUTLET a 1 t ~ , / f v j INV, _ - T= 511.66 22, STONE AND CURB SHALL BE IN5TALLEP PRIOR TO 0--q 1-4 / ~ A l J~ 1 > PRIOR TO EVEKTTHAT
~ • TEMP. aTONEI MIRE INLET PROTECTION ,r ! BUILDING CONSTRICTION, HOYVEVER, IN THE EVENT THAT \ +9 d CANNOT HAPPEN, THEN THE CONTIACTORaHALL PROVU SHALL PROVIDE THE ~
A ER05ION CONTROL INSPECTOR A PLAN ILLU5TRATIN6 5 to us U5TRATIN6 5TONE
STABILIZE(? STAGING AREAS HYiTH 5TONE 6OfN6 ALL TH ° rQ Q TO THE CONSTRUCTION ENTRANCE. :G71W,v ALL THE WAY d) `gam
f / VaWLIMI"I'S 04.61 AC TOP OF SANK r /I ' i-, 01= STREAM ,rye ,.IP ? ~ ~C
TEMP DIVERSION V TCM /r ZONE 2
r UNDSrURsED AREA OF ,~w ! r ~ ~ w t w VEGETATION~+y6E6/lNNI7N~6~7,~A~T
TEMP (fit / 4? I a orJ _ SILT I`tZE (TYP) f ! ! ;~.~',.,':',''e"::`r,Y 5'r'v''• T OUTER Eir'E VF Ll+ttii., e 'r. ~ ;::">,:f V.;.:;,'`<`.,''^...''. AND EX<L.1'14/Ii14' L.AI?4'YYtRV 7',
t ~u t~ ~ J, t rv v`h /Y MINIMUM OF 20 FEET. ' ` ! "V , EXGE TIt31 MRiST BE
/ f \ ti w r r 1 a/ e.. rtI Ll T5 O APPROVED BY THE
C, / „~°r^•,r:., r..:=:r:;'~<:~, ' NATERSHED REVIEW y tN5TRU0Tl0, t w w j w MGc3MIrTEE {ViRG) PER 55:1
AkeA III IITS 20.61 AG w y;, ; q-7-6fci)(3, f w
t a w ~a w ZONE I
Q f ~ ~ ~ rs AN uhtD15rtR8EO AREA OF vE&>vrArloN EXTENC71N6 A
E11-64 4r2 N 5EEP F PR PARATI N 76 I tr w f w w MINIMUM OF 0 FEl«T FROM r 4 , r w THE TOP OF SANK OR MEAN PRO- ECT ADDRESS.
°r, r ° INSTALL SURFACE WATER CONTROL MEASURES ACCORDI TO THE PLAN, i3 d f' / tir~~ n` ';rr•• w HI6E'I WATER LEVEL OF OTHER (LOT N 25I q EA5TC+fr:5T1~R OR PIN# 1800025500 0100001
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3" DEEP. . KATEE 6ogIE5.
TOTAL SEE71:3ED PREPARATION DEPTH SMALL BE 4" TO 6" DEEP. IF NO SOIL TEST 15 PERFORMED, t,+4 APPLY 2 TONS OF, FINELY &ROUND DOLOMITIC LIME5TONE PER ACRE, 600 POUN05 OF SUPER- w VE t P:: PIM# l 2530000 rc 0010
PHOSPHATE OR EQUIVALENT PER ACRE, AND I~OO POUND OF ICJ-€010 FERTILIZER PER ACRE. NV- OLYT- .e 'Ifs i~ "R •fJf W "::.Y - w w 3 r-~Ei2 SLUE -PANIC, INC.
d LIME, SUPERPH05PHATE, AND FERTILIZER 5HALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL. ~ ry 3. LC?05E ROCKS, ROOT5 AND OTHER 0155TRUCTION5 5HALL BE REMOVED FROM THE SURFACE 50 d' VE6ETAT(VE SSLUE I~I4.+i7i. »/G.*i^IT">i`I~1 INC. NIP ' 1'1.13a_' w':20'r 5c7' MEA2Ep FROM THE 5626 5AMET I7RIV{w, SJITE IQ .1v'E, SJIT'E 105 CJCit~.. = ~?E
THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OF VE&FTATIQN, LIMB'S Or- ZONE .2 INHIGH H1C,H PAINT, NC ,77265 Ex Gtz SHALL HAVE NO IMPERVIOUS CONTACT: JIM tci1VICH 2"t2b5 ~1IGM DATE:
" 4. APPLY MULCH (ORA1N STRAI^t) AT A RATE OF 5,000 POUNDS (2.5 TONS) PER ACRE, U R %Rr-AGE AREA PHONE. (33b) 84A»1512 12f2 i-15i2
P ANT a MI RAT /ACR PLANTI ATE a L,? I _ LIMITS OF MM ty ` ry 1/ r / w w 1 w EAx: (336) 68q-1501 150I
€ (L TALL FESCUE 100 lbs. I. AUCa. 15 OCT. 2, 2. FEB. 15 APR, 15 (:0KSTRL TI0N/MNLVW EIP .41 -41 d x w w / 'fi -iS.. w FRO JF-CT: 424.04
wITH RED FESCUE 40 IbS.. FEB. 15 -APR. 15 LIMITS 20.61 SIG Nt- / . r:
TALL FESCUE 40 lbs. A06-15 - OCT. AND SERICEA LE5PEDEZA (UN5CARIFIED) 40 lbs. 0 ~ TALL FESCUE 60 lbs. JUL'e 15 -AUG. AND AND BROWN TOP MILLET 25 Ibs. t CPT EN6INEERIN6 e WR\/EYI f~ I 4400 TYNIN6 5TREET t 6, a WRVEYINCG, INS. DRAM BY: T&L MEET
Iy TALL FESCUE 60 €bs. NOV. -JAN. AND WINTER WHEAT 25 IbS. HIGH POINT, NC 21265
dl wEEr 1NCK LOVE GRASS 5 ib5, MAR. 15 r JUNE 15 AN05ERICEA LESPEDEZA (SGARiFIEtJ) 40 Ibs. PEREWIAL 5TREAI( / 1 CONTACT, SSE, MNEBEi J 1-II6H DEN5I1Y DEVELOPMENT PHONE: (556) I2_6,s0Q exT, ~ ,I=. I4E5 2-6500 EXC. 5107 5HEET
p COMMON 5ERMU12A 6RA55 S Its, (HULLED) 1. APR, 15 W JUNE 30 10 ibs. (UNHULLEiD) 2. FE5. - MAR. / Not to 5Ca e, PAX. ($36) 612'•6'?&Q a~*Taa 4 -
IL
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ICY ~ 01h~ w.'.~ `x ,,•,fje.,'r ~ ° ~ u ~ ..J ,1~ A' I'~ , . V1 5 1 ON5
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~ ~ ,ire 4r~~~ cc~oM~xw~1 ~ ~ 54 4 30 S4 124 24R pARKINC~ REQUIRED: .w+x"r"" 'l,:FLF,'(F(y~} 0:.'4a ~„w«.,..-_•"';'""r.M.' ~y..,"N' ~.~r'" { 'x' 'w, 1 ~'rw.' W 'SPY '1 AM' ~ rk'.M".'WU°n^". .wn~.~w~..w~ .~.....w--.w.~~m.v~.~r.w. n, m.n,,..+w...w wr.,n..n...~u.., ..wn~~:w.r.i.:.. u.w^.^'~;.,...n~ ~MN;./~" ~..aY:i- .~M~«~ 1
II'f ~ ! ~"""W'W"" •ti a„„ 0-I 81:DQCX~ UNIT 5 - 18 x 1.5a - , :Np: Y:,r~ ! ~.~.yMUNwr4n WNn'Wrw. Y~M,n/~1 / ,M..r-two'- M.M~'M~„:....,..~^„"' t~ .y~ 5,~ /~~j M, • 4 YM ,m+v:»,,,-.'+^o.wr..,.w.,xMn".w.w rs U I"1~;..I x.'.. ~.I"~,y ..y y''~
~ BEbR~4M UP!#T5 = 12Ci x 1.~5 ,z 21f? ,t aar~ UNITS - x 2.aa - ~ • t~ c~~ , -"w~ to 4 9"• .~Q~J,r . ago G 7f(f
TOTAL ~2..QUIF2EI? . ~ ) i C` 4
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'~'q GOM4'AC,TQR SHALL I~. .Rp'. M- APE <r • °v, w i~,a` . " ~'c~' ue face a tnialmum of $ve " ~'w'- {J 4 ~ [ r~'Sttre ffCatCf~ It'ttt'~iCr ar aA d • ~ f ' (a~'1~iall, a mittitmuu of five fit is height {castsmactcd of masaruy, s anc or g ~ gel ~ r;,.., ~ ~ <tf) t,lc ~ ,
1 • ~,~`il~}'i~....:...,..;,;~ . , " ~ 1~4V1r LAND5G ` - ~ Y . I , , • . . • , HlC~H STANDAR#75 - ~ ~1:,,,, ' p ` , ~ ~ ~ . ;fit ~ ~ {5j feet m It«ight, roay be t~scti to redact the width of glaatittg yards try tea (10) ftx.t. „ , ~-a t _ µ ;fit ~ 4, {b) ~ strtat yards, "1`}7~ C and ~ypc D glantutg yards as3d garfxir$; loss, uatietstary trees y tx substituted far Gartapy ores at the rate of twv (ZI
r ~ ~ : ~ ~ w ' 1~ z..~. I, a ti: ~ ~ ~ ~ a ttndctsuay trxs for eacft rcgttrod attogy tnc. . , ~ , ~ ~ r' d o tree If the Techrkical lte+,7ew Cammlttce detertair~s that thCtt would be a .r' ~ • , t ~ ~ ~ , ~ ~ {c) ~la~ (1) uadctstory ~ may Sse sabstitutcd f#r cacti re~uux ~n pv
f V-J "ir ~A i wr*nw .r. r r r ~ . ~ 8 r , u ti w, tY ~ % ~ major caa#13ct with rwethead utality litter, ~ti ~ 1 ant«d no a€aser tlsao four 4 feet from an• blic ril;ht-af way 19ne.
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w ` t;' hPJ t7E 30 EEE fit `'~:._.r 1 Sf r r W 4<; ~F:`. THE TogT al= BANK C3C,'. a ' ,I;, OF BANK OP. MEAN *"fjr j ~ ,~g'? ~
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~ ~2 ,I . FE R~I~ /r~ l ~ ~o';`~ ' , ~.il~llT~ a~ zc>ty~ a WWIGN )M THE NH#cN
„ • r~ ...................r.......,.... ~ • ~ ' t 1~ FF1~ 06 . ~ 1 ~iG a ~ ~ /tom } ,y ~"J ~y; ~ ~ i f . ~l"}~gl.l. HAV~ No It~f^l+~.VIw~J : it.. I~~ P ~7~! lr~' ~ ~ / w W W IW AFZ~A i ` t? / fi ~ ; t: , d 1 ~ BUR AGE PERVIOU5
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' f --•-.w.. \ , . , -r-~_ ~ ~ ~ 1 / ,krL~ / / a ~ vi w rnmitt I*ndor~emenl; Block for f'rel?m6nar i`~a or 1f {~l) Techrncal Re e Go ee ~ 3i ' ~ ^ ~ / ~ ;"x rst, rot. r M Itl I ~ Use DevelQ r [nary Major
• ~ r'` ~uY~divl~,on Plats C~rou Uevela rnentaf Irate aced v p p is S /fib' / ~ ~ / A roved the Technical Reviert Committee €r~r 2 years ~pev. #'143J, re i~evelaprnent~ V ~ ,,v. #"7443),
t ~ . / r v l ©f an re aired street and utllit ions and a , f / , J ~uk~ject to the app a a ~ ~t ~ ~ P / ,ra Ip .,,;f,«,, rmI r ero5l,on control I ins and prof # lea,
/ : `4,,1pQ raj , Q ~ ~ . ~ i a nova! of a se orate Eand•-dlstt~rbin e t and/a ~ / c~ / ~P ~ 9 P 'm control pion, vOth the
. ~ ~ !~-X83-~~~-~~ ~ ~ ~ ~ r - ~ ~ SIDEW.AI.K ~ ~'r: 1 d in accordance writh tie ~ '22`"; / \T,~ ~ / , ' r and may de extended by recor'd,nr~ flna p ate ,r ,;~r.':~` / ex we rtA~~ -I Hi h P ins p veto meet C~rdlnance. ' rr ~ ~ ~ Q ~lrpvl51t~n5 of ~ectlon ~•-6 ~ of the g o e p ~ ~
RIGI~I~RD ~U~MAi~aKl ~ ` ~j ~.y rye} f.' : / f ~ Q y LS ~.F,'`
~ Tom, , t. ~ t ~ / / r I n date ' .•b ~ / 1~lrector of fi~lannln and I~eve o me t IL >
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lee e/ (Q) wner'g~ Dev Io er`s G rtificate. of r. m licence / r
i~Nrt 5G1 ' ~ rw LE LOT ti• !Ne Slue Ride ie5!nc. accet th1 subm55ipn a our pion of Gaman :>ur pion G71•
HEAVY DUTY" rve in ment and agree to metail oil required irn ravement5 and comply TRACT AREA r with the conditions of approval. ,end comply . LU U,
"CAR NA5H > s , /
vol 00- f NIP ZONED GB 60-H (fib-tb) ~ • / g
W 0 , 8 A$G r ~D~~' n Yr' (I 1617 F& 65) f pvynerlDeve€aper Vi Date EIP
r / ~ ~ f •ri~ 8I„131: RlPOf: COMPANIES, ING. EGG) l~rivpte Wpter ~e~€er d rm tem'~
f (Sul ryI I 5F q 5A ti 5D29; SAMET DRIVE, SUITE iC+5 All on-site utilities !5holl be constructed to the City of High Point Q HICGH POINT, NG 2.7265 standards. Ho? ever ali ut litie5 not located v41th(n a public eaement or r€rtt E5ement or
2" 15 q,55 CONTACT, JIM 6RI71CH public rl t-oF-via shall be private with maintenance to the water, rater,
ABC 9 6q to storm s ~t ms provided b g owners os5ociotion or >r PHONE: (336) 884i-1513 sewer, and y e y a' or
hlR00M) -~-TYI"E B PAX: (336) 83 -1501 property owner(5).
ti . 46 UN1T5- _ . .Q M46 I N (X) Adequate Drainage For Building Pads (standard note)
bj~~' 8-2 BEDROOM-. c All nekq construction i es 6hall provide adequate, drainage, From the / CPT i:NGiN Ef~IN~ ~uRVE IN6 yG, rim the
jfl~ 254 , x -FE 5`I2.o / J1 U / r building Foundation. For residential construction the rode Shall dope a / 4400 TYNIN& STREET II 51C~>;. c~ as
BAI.GC~tIES 6R PATIOS ? HIS POINT, NC. 21263 minimum of b inches within the first Ira feet from the foundation as referenced In N6 Mate Building rode. Adequate drainage shall also be t :III 01.50 be
,~'PCE NG Tars . ti) Q x O,UNp~ 7~, • , ~GOrr w,,, j N1 cONTAGT: STEVE ViEB5 ! provided for new commercial construction in compliance with the NC PHONE: [phone] EXT. 310 f Code. he NC
0AZ % ' r-k ANt `f• M FAX. [phone]"1a4 State EVIdin o
Fib' TE DATA: (Y) Replacement aF 5idewalk5 and curb and guttering (st:randprd note) EAU LD NGS ~ ~ ~ / MAX€H!M BUILDING HEit:aH'" OF 2 STORIEa / f TOTAL AGREAC~E IN LOT Y TRACT A : 2.4e~q AC i) Any unwed curb p enin 5/drivewa 5 v4111 be cloyed with Standard curb d note) dard curb
x ` fG~rSTlJ ~ (C,ONDITION TOTAL ACREAGE IN LOT W (TRACT B). 20.511 AC and gutter on Uurb cad gutter streets. On ribbon paved 5treet5 the ,ts the
CWD r` f TOTAL, ACREAGE: 25,000 AC (INCLUDES 1.066± AC IN R.OA. DEDICATION) driveway and any pipe shoo be removed. -rent CAY PROJECT ADDRE56;
(3 x ° 1 PRl?F'03iMD uS : MULTIFAMILY APARTMENTS 2) Marna e to existing 5idewglk shall be reptarred to meet current ut < f r "y /r NIN : GU GO-H GA5E X06-06) LOT Y ~idewplk standards. (LOT W 251q EASTG1 aT1 R OR
• 'r ZONING: CU 60-M (CASE #06-06) LOT W t/ PIN# 180002&30000100001
5760 f UNC1j J f f PLAT REFERENCE.. Ps tei P& ea ~ Ury . ~ , (LOT Y) 2513 EA6TCMESTER OR
Nr~ , logy ois va / f REFERENCE. D 6551 PG 4154. D 6580 PG Ift-O DI3 6530 PG 1192, o! f .c ~F DEED ~s 05 6555 , G 1845 PIN# W 0002Z30000100010
UTILUCCE, / FIP f 2. THIS SITE 15 LOCATED IN THE OAK HOLLDNi LAKE IrICA, TIERS 3 8 4 4E CITµr of SCALE: III = 60'
+y ELM= 21=2191Q ON" A _ NIP T TH TTY OF HiGH POINT ANC] 1T'5 5UCCE65 RS ~ If NG r THE GRANTOR, IN RECORDING THIS FLAT, DOS HEREBY ACKNOWLEDGE AND ORANT O E G 3 TOTAL LIMIER FEET OF PUBLIC, ROADWAY = %2 LF I. ALL DEVELOPMENT 5HALL CONFORM WITH THE CITY OF / w f . f 4. E30UNPARY AND TOPO&RAPHIG INFORMATION W65 TAKEN FROM 5URVEY BY: HIGH POINT DEU-LOP# NT ORDINANCE.
. „ AND A5516NS A 61-AN1:E7 UTILITY EA5EMENT FOR THE PURPOSE OF INGRE"a5 AND EGRE55 TO ERECT, Gi7N5TR4JGT, OPERATE MAINTAIN, CPT ENCaINEERING & 5?1RVEYIN6, iNC, DATED x-2006
PATROL, INSPECT, SERVICE, REPAIR, REMOVE AND RECONSTRUCT, UPON, ALONG, ACRO55, AND UNDER SAID PROPERTY FOR PURPC6E OF MAINTAININ6 ELECTRIC LINES T065THER WITH ALL IZ16HTS AND PRIVILE6ES NEGE55ARY FOR CONVENIENCE OF FULL ENJOYMENT ~ 3. SITE 15 PARTIALLY LOCATED IN A FLOOD HAZARD AREA IN ACCORDANCE 2. ANY DE5GREPANCIES FOUND IN THE FIELD SHALL BE / r / r WITH THE FLOOD lN511RANG>^ RATE MAP 4310I13 0004 C; DATirD 5-10-98, CALLED TO THE ATTENTION OF THE OWNER AND ENGINEER :HALL BE DATE: 1212 10CO ENGINES
t OF U5E OF SAID LINE AND RIGHT TO ENTER OVER ADJOINING LANDS OF GRANTOR FOR RIGHTS AND PRIVILE6E5 HEREIN GRANTED. I TH15 EASEMENT IT5ELF CONSISTS OF' 5 FEET EXTENDING TO EITHER SIDE AND RUNNING ALONG THE DISTANCE OF ANY UTILITY LINE OF NEAREST DITANCE TO THE FLQQDW AY IS 2,Ot7O FEET, PRIOR TO PROCEEDING WITH WORK. . 5 ~~*"ww IP t f r
THE PROPERTY 6RANTOR GOVENANT6 AND A6REE5 NOT TO CONSTRiiGT ANY STRUCTURE OR PLACE ANY PAVING OR PLANT1NCfa !1 HE4.",E Y 6RA {fEf3, / ' ! ;tIr 4. AVERAGE SLOPE = 2 1555 / ~ r 5. 501L TYPES: 3. THE 6EN1*F2AL CONTRACTOR SHALL CONTACT ALL OWNEf PROJECT: 424.04 ,TALL ONNE 5
OTHER THAN SMALL DECORATIVE PL.ANTINCa) OR OTHER IMPROVEMENT PERMANENT IN NATURE ON THE EASEM t t- WITHOUT G1TY APPROVAL: AND THE CITY SHALL NOT SE 08LIGATED OR REPAIR, REPLACE. OR RESTORE ANY SUCH STRUCTURES OR ALL ON-51 T E UTILITIES 5HALL BE CQN5TRUCTED TO THE CITY OF Y F f Ch c4iEWAGLA aANDY LOAM OF EASEMENTS, L1"tELITIE5 AND RI(SH'C-OF-!^iAYS, PUBLIC, OR Pueu c OR
OTHER IMPROVEMENTS DAMAGED, DESTROYED, OR RENO t 5Y GRANTEE IN SERV1GiNG, HAINTAININ ,REPAIR€NO, OR REPLACING H1C~H PAINT STANDARI75. HOWEVER, ALL UTILITIES NOT LOCATED Q SUCH UTILITIES. WITHIN A PUBLIC EA5EMENT OR FLIBLIC RCHT-OF-WAY 5HALL BE ~ i If ~ N,TED En6 ENON FINE SANDY LOAM, 2. TO 6 PERCENT 5LOFE5 PRIMATE, PRIOR TO WORKING IN THE5E AREAS. PF AAN ELY: T6L.
N PRIVATE V41TH MAINTENANCE TO THE WATER, 5EV4ER AND STORM _L BE EnD ENON FINE SANDY LOAM, 10 TO 15 PERCENT SLOPES !y+ t t . TOTAL DISTURBES7 AREA LOT5 WX Y)= 20.61 Ac. 4. DO NOT 5GALE DRAWING FOR ACTUAL DIMENSIONS-), A5 I R / N51ONS-),-A5, IT
' 5Y5TEM5 PROVIDED BY THE PROPERTY OWNER(5). i• SEWAGE D15PQ5AL SHALL BE BY PUBLIC SEWER, IS A REPRODUGTION AND eUS,IECT TO P15TORTION. TION. SHEET
OMER: BLUE RIDGE COMPANIES, INC. DATE: sz / ll
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ALL EXISTING BUILDIN E Flp IN!:5!
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X ~1 r C~ f PROJECT ADDRE59:
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S760 f IhO f2 ~ N'~.~+a' /r SLUE RIt16E COMPANIES, #NC~, I IV U 3~«, G' r' ?G9. wX J 4A 1 TOP= p m r 5$26 SAME" DRIVE, SUITE 105 (LOT 'r) 2513 EASTGHESTER, OR
fl X3,.2 , ~ .'ni HIGH POINT, NG 2'1265 Ir- 1 P'INg 1 2a--IWOOIOOOIO
~r tv N CONTACT. JIM GROICH NIP, "~C I I f .,;:C \ ae rec. a r r 1 hR
O C~q tS" c4' C PHONE- ? a IiG M AI ~ PL =JIT " J. NM / f j q -x CIO ~ GllR 3 T 01,E /10 Ica ~ PAX: (336) 88q-15101
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ti / a EIP ~ /;r• GRAPHIC SCALE Pt' ENINEERIN6 3 SURVEYING lNC. G ~i , 451. PROJECT: 424.04
60 0 30 60 120 240 4400 TYNINO STREET t IVE TO I HIGH POINT, NO 21265
• 0 MOVED CONTACT: STEVE INE55 DRAM 5"(, T'6L
0 - M INV IN 4110 5?3.G" PHONE: {536 812-8800 EXT. 310 IN ;';?"cw FAX. [phone]
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/frr~ ,~;f/ f'~'r`/~1'~`;: THE 1=t~LLOWING DEVELpPME"~T 5TANi;3ARD5rr'NALL APPLY fip ANY DEVELaPMENT UPQN THE ZaNiNC~ BETE: f ~~~jr , fj; a. I~© gUTDOQR ~~roR~AC-~ G~~ au~~ooR D?S~~.AY ~N~LL a~ ~~RMITr~r~ WIT~a(n ~Wa (~~I:~R~~ f.~ao} ~1~~T q~ r OF I-iE
. r; ~ s ' EASTCHESTER DRIVE RIGHTwaF-WAY LINE. < LL
x °0 ° ' NEgN SIGNS SHALL NaT BE Pi*RMITT~D. 0z
f ~ ~ Na HIGH MA~aT SITE LIGHTING {TALLER THAN 3t~ FEET} SHALL BE PERMITTED. ALL FREE STANDING S(TE LIGHTING SI BE QRIENTED INWARD5 Tt~WAR[75 THE BUILDINGS AND RELATED PARKINC-~ AREAS ON THE PROPERI"Y, L.I&HTIN& eeHAL.L, Q
,w,,, d. METAL AKLa VERTICAL SfDcC3 BUILDINGS SHALL BE PRt7HIBITED,
M..~-~. . r ~ ~`M~~;~gjEE /,~y~s{ 1 `ry~tF~ /~?~~a1p~ ~ ,v~w~~` ~y swwq ~~rr~r y} 9~~.+w~~({1?{~ iyw LU 0 Z
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YA/ ! ~i1WEM1i• Bf ~ 11 ~ ~ ,w ~~,~T ,w ^ . ,2, a. IMF'RC?VEMI=NTS I~( THE R~;afDEIdTiAL AREA {'#'RAGT B- G4MM i715TRIGT~ OE TNIm Za1VINC~ SIB 9NALL 1~ GDKSTRUG7E a • 'w a„~ C s CON5TRI ,TED to
P~% P . CONSISTENT WITH THE i^A.~TGNE,~TER DRIVE CORRED4R ARGNITECTURAL DESIGN STANDARDS, TQ INCLUDE BUEwDING ~ ~ is . , ,M. ~l ~ ~ Er ; GOLOR5 USENG EARTH TONES, PITCHED RQ4F DESEGN, BUILDING MATERIALS TD INCLUDE BRICK OR 5T~3NE AND NAR )DE I LD I N6 L -4 m )NE AND HARD' _
'tr I s 1 t;~ ir.I I ~,Ei; ~ BOARD ACID/aR. VINYL SI:DIh1C~ .ANq SHALL BE SUHJEG7 Tq REVIIwW At~iC3 ..A~'RaVAL BY 1"NE ~'LANNINC~ +E t7Ev°ELO}'F ~ ~E ~ ~ ~ ~.r ~ ~ 1 I ~u g , , ~r- ~ BART ~E pRi R T ~ N T(2 TI N 4 DEVELOPMENT
~ ~A.'At ~C%A MI. W~I y ~ 'ni O~SSJt,rL~ ~ W 2'.: .r . DE MET q a C O S UC a. • , w*a,wn~.newe s ~ ~ [ ~tucruaeWnuxxswr~ ` ~Y '1 ~ E7. ~,i(.DING HEIGHT RESTRICT[ N :BUILDINGS LaGATED WITHIN EQp FEET qF THE SC,3UUTHERN PRaPERTY LINE {AL~JTTINC 11,E (A JTTIN.C7 THE z
Tht K~P.tGtl CLOLX 3L0T 9Q r ~ Y ? ' SUTTON PLACE SUBDiViS1ON) SHALL BE RESTRICTED TO A MAXIMUM ESEJILDENC~ HEIGHT OF TWO {2} STORIES. ~EES.
~ ~ ' ~ ' E# ~ , ; ' ~ ~ ~ ~~~IN~ ~~~1GN. BUILDINGS LGGATED WITHIN 1Qa >^EET aF THE SC>UTWERN PRUPERTY LINE fAr~TTENG THE ~aliT'1'ON 1+ THE 5UTTON PLACE
r ~ 1 I t ~ """''t"~'"a'ara~ ~ ry t ~ai1BDIViSEONJ AND WIr51"]=f'~ht i'RQF'irRTY Llh!)~ f TC"I NG ~"HE SUNNY~''ALE Ni.~IGHk'~RWQOD} SHALL ~1Q7 HA'v'E OPEN ""'t. ~ f BALGaNiES aR PATEaS FACT THESE. R,ESPEGTIVE i~ROPERTY LdNEa. AYE OPEN
rw.v t i KtiI~ w w 1 ice. ~ p W w J w W `z~~ d, BUi E2I 5ET K: A MENiMUM SEVENTY-.FIVE f"~5 FOOT SETBACK SHALL 8E REC~JIRED FOR ANY RE51I2ENTIAL BUIE IDENTIAL BUILDIW5
~ W W WJ!~f.i:~t r w w W w w w W W `W " w'"`,~•- ~ AND RELATED PARKEa~IG AREA r..ONSTRUGTED ALONG THE SaUTNERN PROPERTY BQUNDARY ABt1T'3'ING THE :;i~"T`4N F W W W f.';;: w W W W W 4 e, V w ~ .J Y' ~ ~ DIVE E N THE 7T'ON PLACE
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M ! ? ~ A .'a v/ . KT Y x s1M,~~Yty'/ , y 1'~ v w w v v w~~i~ 1 ~ y r+,; ~ ,3 w V W W w W W ~w W / ' MIS #Mr ~MI' ~ ~ ~Y ~YW~~~ ~~~1 ~M ~ i 7~I ~ ~~Y~ ~ 1Y/yI ~~~I41. / ~ ~ v.^6a ~ ~ {%tr ? ~k1pM'/ ~ i",~ ""T»-, . W v~ v ; ..rtw„nw.~a,rr 1211 B-I OT)
i. P"r:~~Yp~~{~W W WMMiI{.:'. n.'^ ~j ~',,h~ 5' i t 1r ,,;V;,;,;;;<;a~,".~ r; ' ,W1~ ~ x ~ ,,~,w , ~ S. IMr~RaVEMENTS IN THE ~3i'~FIGE ,4REA {TRACT A- Ga~H DISTRIG t) OF THE ZaNING SETE SHALL BE CC)NSTRUCTED MUCTED
g~w 7~ ; f 3 .r. .,,a.~n,,. 7~: Sr`.'.' ' rw..,~ .r, Wl1CM@w~41~ ~ 'h a. t,.tiy 1 ~f y` 1 / ; u, • ~ ~ ~ IN ~,aMPLIANGE WITH THE EASTt~HESTER DRIVE CaRRIDaR ARCNITEC~fRAL D~SiGN STANDARDS, AID SHALL BE SEJ' ryWf,',.:~'` y r ^~'~^ti' .w r.M...,f~P',N~r,!:sn'eu,«.F ~.s t 'vr'. rt ~ r SHALL BE SUBJECT
r 1 ''y w w w w. .r~, "s ° ~4': w ~ r .r TQ REVIEW AND APPROVrAL BY THE PLANNING $ DEVELOPMENT DEi='ARTMEt~T PRIaR TO GONSTRUCTEaN. ; s a } ' b, ALl_ LaTS WITH FRC~ETAGI: ON ~.ASTG,HESTER L'R;iV[w SHA~.L HAVE A MIN3MUM LaT AREA aF 3a,OOO SQUARE 1=E~ A DARE FEET AND A Z .
J w vY,rr+,:i' W W w W W 4M~ it yy,~. W w t y d~W W w ~ W. w ~~a~ V"" `N-'u;W `mow M-',,'. ! r ~'+'y'~,, ` ,.'°~r ~ , M(hE1MllN# LC7T WII37'N CIF l~O FEET, ,r -SEAL
W W w W w ' w w W w v~+'~,,,~,,ti;;~:1~:•:.4 ~ ~ ~ ' f~ ~i, fiiQ RV4F ~/ir. AGVEhI~" LIVNi[hiG SMALL F3E fi~RM1TTE(?. 24497 ~ wN BOUNDARY OF
I 1 T 1 W ~ w w ~1#Dlt4'~li "OU y ~v ~ ~ .f / .f d. M© RE51'AI~RANT U5E SHA~.L $E LaGAT'ED Wi~'Ni;+~ a1~lE Hf}NDf~C] AID 51XTr {I60} FIWET ©1^ TNf SgtJTHERN 1^3C7UN17ARY ` orneadw~aC `w~ ~ 'lyiAfrtAld:+': ~ ,i' TI.1!> SITE {ABUTTING THE S~iTTQN iw'LAGE raEJBDIVESiaN). KS ay
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n r ~ ~ ~ K` _ jd i} PARKING SHALL NaT BI: Fi~RMITTED l^llThiN THE STREET SETBACK ALONG EASTCNESTER DRIVE. ACCESS AND j . CIRCULATIpN DRIVES w~IALL BE F'1~RMITTEp WETH(N THE STREET SETBACK, SUBJECT TO THE: ~'LANTING ANI7 aTREE 5 AND STREET
KApF+ ~ Gs a :y i ~ ~ ~ ~ / YARD REQUIREMENTS,
f9.81, PAbE 4Q iiPi„~( ~ ~ ~ j 2 ONLY ONE BAY DF PARKING (DOUBLE E~OW aF PARKING SPACES WITH GIRCULATIaN AREA EN MIDDLE) SHALL BE r° j } E) SHALL 5E :INC-75HAL.L BE
sib ~ ti ~ j , j.~; PERMfTTED BETWEEN A BI.11LC>11~C~ AND THE EA~a~'GHESTER DRIVE RIGHT'-a>`-WAY, QNE 8AY QP PARKING SMALL E ~ ' s', ~ j / / ; . ' ` ~~a, ; . ; ; ; ` ' / , DEFINED AS ONE 17RiVE A15L.E WITH PARKING SPACES QN BOTI~i SIDES, ~ ~ j j 4, ~ /
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" ~ c~ma~aa?~ j j a~` TpTAL ACREAGE IN LaT Y (TRACT A}: 2,4$~ AG
? R O~ ~ ,'iCi:'i:~: ~'~~r. ~ ~ ~~a j ~ / TOTAL ACREAGIr EN L~JT W {TRACT B : 2x.511 AG e '""n~~' ff / j /j TQTAL AGi2EAGE: 23.x00 AG (INCLUDES 1.066*- AG IN E~.Cr.W. DEDICATI( I4. DEDICATION)
! I GC'~,~f!'r.~ -..,«rr~~~il%M~'":,.::, / / PROPgaED USE: MULTIIrAM1LY APARTMENTS
? ? ~ ? ~ ~ w~.xu . j / j j ZONING: GU Ga-H {GA5E ~06~06~ LOT Y
f i ? ~ , / , zaNENG: GU Ga-M fCA~E ~O6wO63 LaT W ~ ~r fe j j//~`` PLAT REFERENCE; PB 16T PG 63 u
? I i r / / r DEED REEWERENCE: Di3 655E Ply X54, 12B 658D PG 1850 DB 6530 PG IE~2, 3O P6 11,12,
l f • ? 4 l "~w.., f t / 1f r j , Dk3 6558 PG 1845 ~ j j THES SITE IS LOCATED IN TREE OAK HULLgW LAKE WCA, TIERS 3 ~ 4 V j j~ 734 4
? j jj 3. TOTAL LINIEI2 FEET aF PUBLEG ROADWAY = 462 LF / / /t ,
• ? f / f f j~ . 4, BOUNDARY AND T01='QC~RAPHIG INFC7RMATIC7N WAS TAKEN FRaM SURVEY I; j ~ jr' r' CPT ENGINEERING ~ SURVEYING, INC. DATED ~1-2006 OM evRVEY BY: u i
r ~ / /r r/~~ / j% ~ j/ ITE I PARTIA Y LOCATED IN A F OD HAZARD AREA IN AGCORDANC>r j ; 3 S S LL LCJ ts) ACCORDANCE
1~` / r ~ f; I /~~r j r' j r -,f'' WITH TNI= FLaQD INSURANCE RATE MAP #3"1C31E3 OC144 C• DATE[? 5-1~i~~15. ~ ~ ~ ,f f . , ~,,fr~il. NEAREST' 1715TANCE T4 THE t~L4aDWAY IS 2000 FEET, OL ttj
/1''f. r~i'f~` . r/ .f/',~/,,fi'~',, 4. A'~RAGE SLOPIr = 2-15` V 1
J~ ,~/J f'f r~r,' ~~i. f/r,~~~~ 5.541E TYF'E5: ,~,!'r/~j~,r';r~ Gh GNEWAGLA SAhIDY LOAM u
r ~ ~ EnB ENON FINE SANDY L(7AM, 21"4 6 f'ERGENT SLOPES OL V rrr
• END ENQN FINE SANDY LOAM, IO TO 15 PERCENT SLOPES
IG. Whites Mill Road Improvements TOTAL PI5TUR15En AREA (LOT5 w, x Y)- 20.6I Ac. \j 4r.
'7. 5ENA&E 1?I5PO5AL SHALL BE BY PUBLIC 5E1ER.
20. NGDOT Details
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21• NGDOT Details _UILF:01 R D OL
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22. CITY OF HIUH P Details
23. Details NOF LET
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m (BY: SSME) BLUE RI NO. TITLE
I.IDGI± N.-OfOMPANIES7 INC.
PROJECT AVVREi5G*
_ RI Retoing Wall Details 5826 c.: I q (LOT 4 25t9 F-ASTGIiE5TER OR
4/` AN t 1'61"k 5 L u !6 SAMm'ET t,.)NIVE, t*; t? e: PIN# 0000253COW11
s R2 Retaing Wall Details 51-UE R06E GUMPANIE-15-, INC-. 4.OT Y) 2515 ffA5XW5TER D
R3 Retaing Wall Details HIC 5826 5AMET DRIVE, SUITE 105 IL 0 H16H POINT, W 21265 2P?3O~C7t'3'I ICS 'S PIN# 16000
HIGH r%jl 7 k; 272(,"~ CONTAGT:.JIM 61~iGH N.T.S.
R4 Ratoing Wall Details PrlcalvE: (336) 68q-15I2 FAX: (336) 8A'-1501
PATE: 121201OCo
R5 Ratoing Holl Details (33Ko)*6') 89 -1 Q~ &12 SUBDIV1510N T 5ANITARY -$35 X 3130 LF ~2,34-7.50
INC. FROJEGT: 424.04
Rb Retaing Wall Details HATER $0.15 X 303cl t $22114.25 CPT ENGINEERIN6 e WRvl=-YIN&, I W, i 1 4400 T1'NINv 5TREET
ROADNAY $050 X I cl-l LF $4146.50 H16H POIKT, W, 2"1265 CONTACT- STEVE VIEW DRAM 5"r: T&L.
5TORM - $0.50 X 2,150 LF - $ I go.oo PHONE: (336) 8I2-$80C? EXT. 3I0
D FAX. (556) &2-57150 CENiti TOTS.. = $&,q&5.25
SHEET