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REFERENCE AMULTI-DISCIPLINARY DBSIGN FIRM ~-0 DETAIL SEC. OR ELEV. ~ 3141 FAIRVIEIr PARK DRIVE, SUITE 415 ~ FALLS CHURCH, VIRGINIA 22042 LANDSCAPE LEGEND ~i~Pxo~: 703 205 0930 1 ~ ~ FAX: 703 205 0931 PROPOSED TREE ' 1111w.TSSPRBSTONPAR'PN.COI[ ..y,~~` r ' D(ISTING TREE ~~T~ r 1 'y,t ty~.... . ~ ~ SHRUBS 6.. "~w_ [AA[__ ~Y•~~ "`+.y .f''~•• ~~""wr wwaY..~.tivrryrr Jr. .TIf. , NJr:;iy •y..• • f.. _.._..~..,.w.,...., TREE STRING • ' ~.~iy r'• .e• • A? "tw:.lii w7E~~:fi:y;: Cn•,• '•,1 t r ~~.NM xx : PLANT QUANTITY & TYPE • t'~. I ~'at 1,~ ~yfivy I ~ ...aw .y..vil........... ..wY...NM.yti...... ~ a'L.~ 5 ,~til' ~.3~ CONSULT PLANT UST FOR , 1. P1 3~ . ' 1 ~M• COMPLETE PLANT INFORMATION) i~ . .....~....,,-~.u._~ ~ 'I '~.',.r ,.to.'7 { ';u'T~'c "`k li , rY•r .Ynv •~J' r~r w._.< SHRUB AND/OR GROUNDCOVER ' .I~. t'i. l•I"••. ~~i'/' •.a•f {:r:17;h,:• by .r 1•.. • •y:. c.. ~ 3 • • I, r. •..,•.uA .r,~ M .:~•'i;:l?r .i, ..r. _ Lf r ~ ~ I1. is i'yi ~•i. i r r' ti.5.. ..r S. ,.s•'' , =2=~~s-~ °rv BEDS. 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BURFORD HOLLY • I 1 f 'S 5, ; }Y,' 5 1 7 1+ i !r 5~ ••~t'• I 1 I 1 I ~I'11 I y~ + j r t .~y~N, . ~ I ~ 4 N- i ~ i ~ [i ~ i ~ i ~ i I ' ~ IG1 INKBERRY '~i~~ 9.~' h. ` S,`^ ~ •'i t t t i i i ~ i I i , i f,l. IOX AMERICAN HOLLY '~•,~HAEL ~M~ JCH HETZI JUNIPER •4+ Y .•y ! 7 ' .^Lr~. t ~ i ~ ~ i i i ? I i i i ~ ; i I • i ! i ~ + i i ~ JCP PFITZER JUNIPER ~t`•I ~ t.. •t • . v. \ i I A I I , I i ~ r; i Y~ i ~ r ' + ~ ~ JE1 COMMON RUSH .,t, i.. + I I t ~ • } I • 1 + ~ ~ i ! i ~ ! , ' JVX EASTERN RED CEDAR ' ' LIM MUSK~GEE CRAPE MYRTLE t • I I i el ~ ~ • . ~ r~ ~ t ••r' ~ i i r` , LJH HOWARD LIGUSTRUM ~'~'T i . I T ti ; 1 • • t ~ , i ~ ' i. ••4~•t'~' 1 ; ~I ` ' LSR FRUITLESS SWEETGUM ri t ~ :i 1! I I: /1 r f 1 • ~ 'ti 'I '•G„ I , 1 y ~ , i t ..t 0 , . ~ ~'.r, r t '~r;. Vii, it 1 ~ "~y • . . .a. r . r ' <<~ M~wM~, WAX MYRTLE CRESCENT APARTMENTS ' MGA ALTA SOUTHERN MAGNOLIA •1. ~ 1 • I . . I .I , , , • ~ I .ti:,l'y ,i.. 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I ~ .I.I 1: • ~ } i : I , I ~ ~ '.1 , I PV1 ARROW ARUM •I ~ . . i; 1 t ' y .I, I I ..I.. • I • 1 1 L' ' ' r ? ~ } PYY YOSHINO CHERRY QCX SCARLET OAK i 5 ' ' •h, 1 I ..511..1....1. ,.....1 1 1 ~ ~ ry •F.. Y::. . .l is } .r-~: QP1 WILLOW OAK • II w ' I t; .l. 111.' An I I 1 + r r: , • i •n I . } : • i': • I , r • ' r t ~ i f 1 • ' . 1. ,1 ~ + ~ f SC1 ELDERBERRY ~ ! f '~1~ I i ~ `I i + I I ~ •..I •.1• „ t f .l t i • . Y,... ~ t ? SL1 ARROWHEAD ,.~`l~/' J ~ TCX JAPANESE YEW •JE1• 4 ~ • ' • I ~ 1 r ; . 1 r : f • , • f I f : i ' ~ i f I"'~ TD1 BALD CYPRESS 1 ' `t ' I ' ` I } • I I I r t , T .!f f,f'f Q F UPX CHINESE ELM I' , . ' . ...r.., i i I . ~ ' '1. I 11 . ~ r i ' } + A....... I ! A , ~ I. ji rlf. • it 14 , M Irlr ~ ' ,f~` r~ f' VTX VIBURNUM ~ ZSX JAPANESE ZELKOVA • •''ti.t.. .i I • i t ~ 1' r .1 s 1 i r I • , s . T I „ + ~ I ,r• P'. ,i •r' • I'. . ~ y.l .1 Ny.'T 1' 1 . 1 i I•t •~.y+~•.•~"'• it i ~ •..114 .~;'..~.;:..':I.:.~,.~. P~.1•• 'ti.:: ~'r':'~':•• r I ~ • ~ I i...... 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I a. i ::•t CHAIN UNK FENCE .r' 4r%I ' I .i ~ ~:t+'Y .r' :~io-r:~~ ' :::'r;T: ~.t' r / 'r; ,7 ~ ~ i ::5 e•"•v~ j 3 .';:V: .,j , i { r~AS'f, DECORATIVE FENCE • • ~i ,l r`~ ,lt, 1'1 ;r.. j ,lam ~.a i ;?.Yf:N ~ ~ '1 ~ p~ ~ i '4• 4 1 ~ii~•Srt,'•5 ' ~ , J, • ::fir t~' \ ~ ~ 'rvl 1~i~;Y' at' • y, t. r' ' ~ / i,~`r %e. fl .FF S~' 1 i it~lh~ rl _ 1 ' j. : I , . ' - - - - - WALL ~ ~ ~r . ~ Jr •z~:;. fiY.( ' I :4 : i :p'{'~y'i .:r 1 s. + ~k~<aL'r• . , Q ~ cuRe ' J i . +~a..,,, r; :I YJrM° J~ • ~5i ~t l • ,fir r , .7$ifr' i; l : .ir;; ri. y. v~lxr ~ I ,r i ' .r Jr j)I . !J • y~'l3 .jr ~h` J! , s:;i , ' ,+i}fir ~i . ~ k : t,: a I ~ ' ~ T TRANSFORMER ? •1' • ~V i ' ' nik • ~ ..•~n,.: • ; i ; i • I • Q A/C UNIT . . ' . r1,.if • y~; ~w .i a''~r I .i~ i. f r ) t' i• ~ ,;i.. ' .F 'r~ ~l ri 0+ ~ • , t' ;'•~5.... .d ' ;jn,'M14Y` f~ ~z• ~ut~r v._......_~,. CUTSHEET BOOKLET +t • s f jn t v. i~Y} S ;;v I tie1.::J REFERENCE .~Ar ~ . ,S,Y,:,tir t~ .~,j,4i~..:: A'~:: ~:~i~:l°,i~~rt Ytilli.tia:J•":!b,'::~•. I . ~J~lp= • S .g:; k4. LIH • DETAIL REFERENCE THE PRESTON PARTNERSHIP, PLLC f~ t Jt I',I • . ~ L :;.:1. •g•. :..~~v ~o-0 ~ / tita?T. REFERENCE AMULTI-DISCIPLINARY DBSIGN FIRM r~ r~ fr r' 1 ~r ' • ~ I ' • .r+• J { .r •'r .•:..~.I::. .i 11 ~ " ! DETAIL SEC. OR ELEV. a' ~ a~+ .r • J I .r • u~ • '•<v . , • 5'' .1 . li , 1 ....T:.:. Y. ! :nom ty,'t. ~r • f I: i ~ ~Jj~lq 'J.G::.:rl.%TAL.rnN:r.N.rn... ~ 3141 FAIRVIEI~ PARK DRIVE, SUITE 415 ar r> ~ alf 1~ ~ 1 I . . . , i 1 ;,rrb 1'w I ~,y I . • • .W~•~~}~fi i is F rt~l.."4:' I:I . FAI.I,S CHURCH, VIRGINIA 22042 .r'~ • ~r,1 ~ , • . ,.~r. rf ¢ 5 .II ..,.y'r. , ~ I , I'I • : ~ap ,...........n..:.n.. .....::..:::.::.::t. ~ r .i : •1 ~f• r' r y >r ~ ~ ~.I I~• i .1 I I 'i • . t I it I •............••...n.......•... I • ,y I : :I ~ LANDSCAPE LEGEND TELEPHONE: 703 205 0930 ' +Mj~ • I • I .t~~ 1~ Ay,. . r: ; "ib • 1 ! ' . ' Y• flr' I 1 ~,<,L i? I 1 ~i4's t • i 1 ' •••r- ' FAX: 703 205 0931 ' J~ ~ a • i . i:•. . • ^.Y , .i:... ..i....I I 1 • .f I~ I .i:.'r 1 , PROPOSED TREE _ . _ _ . ~ 1?1111.TSBPRBS'PONPAR'1'NERSHIP.CO~[ s' ~ : k i ,'w~ i s3 i 4... i k1•r , I.. j ;,Y;syy. ~ i i I .4an3a, ~ ~ t... f `','~'2S'~ ' r'~rx1. ~ ' .y~~: J ; ~i• ' I . .'.,ww ' EXISTING TREE ~~T~ T .I It r + , i' .i t+ .ffy ~ i t' t: k~~ti:., 1 r ...•'1`~S'~ t . 1 1 ;j .,.~q.. I I • . .i . r f .I rr P ~ ~ i.' ' i ~ • a +J I +r, .,,t. ~ 1 :%i'~s.. i i i 'Ji I SHRUBS • ~ 'r ' f : ~ i ......n,. r ~ ~ Jj tl t ,:Ut?''fi~, i I I i .!~fi~~~~ .9 i •It d 1 i• •ar' ,r' +a• 1• kF~p~ ~ + I 7 ~ i i ,•~}1 Sr I fist I , , ' ~ TREE STRING ..:~1•.w....,....h... ~'.~ra. ' . ~ %~r I • . . ~ ; I ":7`. I ..^~n•• I . , v:. ~,r„ • i ' i.... ' e--~ PLANT QUANTITY & TYPE 1 (CONSULT PLANT UST FOR :y`'`r : : i • , ' .4 I • ' . ` t...... 4 'rlt. 1 ~ is ,,t` t~ • t"' ~ / 'al ;i. ' ..t ..........•:i I , ~ i . , : . r I i :u': . a • .Spy%J r~ti'r~.. COMPLETE PLANT INFORMATION} i'' j I• 4 \ ~i li • ! • i~ 1 7 t. hrt ~ r ••L~^ t.' 'i i. y.~' I P .rr I ~ r'Y. SHRUB AND/OR GROUNDCOVER . 1 j I r 1 ~I.v,s k j • 1 f iy ~ri,Rl t` • i >ay i Jf I .:N11i'~ 1 1' r.,4 1 ~ii Iii .Ij:; BEDS. (HATCHING IS NOT __.~w_... 4q, ~ ~ I Irp~ h • .k ar 4 I s i . • ~~.n r. ~ " ;i...7: as . • ~ ; I , ~ ~ INDICATNE OF PLANT TYPE} r ,51a~5wf f i' 9st.. tu~t~. i~ 1 I Je • ~ I ^;D; r r i I 'f~^b„ r NOTE: ALL LAWN AREAS TO BE SODDED WITH r ' „ n~ti ti• ~ i F~'r~•'.~• • i +'a;~" • ~7up I - r .nk.~nN 1 IJ• I J ' 'EMERALD' ZOYSIA. ALL PLANT BEDS ANO TREES TO ,tfw ,t::: rt + . IYi, . • i +I7•Nr~•! ~ A II •I I, a 1 .:r~yr';.. .t i BE MULCHED WITH SHREDDED HARDWOOD MULCH. <)y is ` ~ + ~ .r ~ . r, . ~tA • ~ I I 1. ; r:4• :iid:.:ry~~~~' 'ti ~+t '.';rl,., t ~ •;;'Jp!:r I~t 1 I t . •t i :S;:~~i i i. ::z r ~ BEAL ;'?;.•J(j ' ' ~ . i« ' ~•T. ~r•t . . .I' ~'tt~~, II,r.! I i \ 't •1 ~ r ~ a ~ ,v ly i ` I j .lii. c7• I ~ t ( fj t .1.4; t 1 ~ ` 1 ~ J a ,S': i l i ytr5 ,i ~,Fd~~ i i PLANT CODE LEGEND ' t •1 i i•:. I':.: ~~i I ~.1 ~ f t ' ABX TRIDENT MAPLE r 11 M• it ~ +a' r r i~ r++;~• I~ ~ t I+ iii' 3 tl rh i t f i~' ! i• , •BN~: :I ' i• i' ~ I I : '•t k~t51f I•. i.:• ........:•.vaa:Mxvaa..rrrw,;ry, 1 i .z,• - - ACX SERVICEBERRY 'r rrY y.. :(.fin } ri •~,y •••wr ~•i i I . I t .I{'I. ~ ! ~ } i i~ti~z • •1. • t' t YY : r t yty' i 1 j yRQq~y1y~M1,~ • . L .I t t}nP•,tY ' ,r. 5 L i• ~ 1 ~;'t AJV VARIEGATED AUCUBA `~~,~~u~u~?~~~~~i ARO/AR1 OCTOBER GLORY RED MAPLE ~ it ~ ~ + ; ! ::Y,, .i, .l .d I .1p,,!~'.,{:'~D4`~}ttlnM1i~~~;;f i,•i'.~i• .I i '.r ~ I ;....1. ;4YA•If~~.Yl~•~.7.W.M,II,., I A.. '1 '37 r ~;n'tSl.~. ~n ~.i '•1 1 I~ ± •I ~~•lr t :•j~~¢~ , t; i ~ . 11 . ~t`~1--_.,,. 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STRUCTURE.. -RIM INVERT FROM ..INVERT PIPE OUT ~ DIA. _ - _ _ . - - _ _ ._~.__V and Associates, Inc READ ~ II ~ ~ i \ ~ ~ _ ~ / ~ \ \ • ' ~ ONNECT TO ROOFDRAIN ID ELEV. IN NODE OUT LENGTH (INCHES) 1-ME - 592.50 2~1B - :HES) SLOPE (°/a TO NODE 4651 CHARLOTTE PARK DRIVE DOWNSPWTS 2-JB 607.00 603.00 3,1B 594.20 42 18 SUITE 300 CHARLOTTE. NORTH CAROUNA 28217 18 1.67 1-ME PHONE: (704) 333-5131 ~ , \ _ SEE ARCH. PLJINS FOR ' ~ EXACT LOCA710NS AND p ~ S1~01 / , ~ ~ ~ ~ INVERTS (7YP.) INV. 18 4.55 2-JB FAX: (704) 333-0845 ~S10NE SPILLWAY 3-JB 617.20 608.20 14~g ~'~0 112 18 INV. 0 595.90 4-CB 620.50 615.00 15-CB 612.00 121 18 © 2007 ~ ~ ~ I~ ~ s9s i ~ 1 ~ ' . ~ i - c (PER NCDENR 6.60) 61320 5-JB 18 3.14 3-JB 613.75 16-CB 2 5-.16 624.00 613.65 10-CB 613.55 70 18 23 LF 18~ 18 0.50 4-CB °,,•+°,¢'~41 15 0.49 5-JB"S~ ° MES INV. 590.o EXISTING FLOODWAY LINE 616.93 s-~B /i/ ~ ~ SCALED FROM FEMA FIRM MAP ~B s~s.so 619.35 s-cB 617.40 95 ,s sue. oa ~-cB ~ ~ 7-CB 626.40 - - 622.65 61 15 15 1.00 6-JB • ~ sr , s,~ 1 8-CB 622.00 - - 619.75 80 15 15 0.50 6-JB, p ~ 263LF 8 PVC / \ ~ 20LF _ _ 10-CB 621.65 614.38 11-CB 614.28 98 18 18 0.51 5-JB t W 0 200X MIN I / / \ 1 1 ~ ~ ' BLEE INV. WETLAND BOUNDARY CTY\P,) ~ ' ~ ~ ~ FF~ ~ 6 ~ o. ~ INV. EL 605.30 ~~j//// \ QS INV. EL. 592 ~ • 20LF PVC 11-CB 620.00 615.05 12-CB 614.95 114 18 BLEED-DOWN PIPE 12-CB 622.10 616.67 13-CB 616.57 213 15 18 0.50 10-CB ~I?~ a•..`. a~ a~~ 15 0.71 11-CB 10%' o~ ~ \ INV. 0. 59260 13-CB 621.50 617.85 POOL 617.75 108 15 15 1.00 12-CB el ' ~ / WE 1~CB 619.25 - - 615.50 26 15 15 1.92 4-CB s ~,E,$, 16-CB 617.80 - - 614.05 57 15 15 0.53 4-CB EL 59250 17-CB 614.55 - - 610.55 73 18 18 0.55 3-JB PRELIMINARY ~ ~ 1 / EXI ` / ? ~ r ~ j //j/~/ -EXISTING 100YR FLOOD LINE ~~E - 592.50 ,s-cB - 1 ~C6 608.70 598.00 20.16 598.00 57 24 24 1.75 18-ME BASED ON CROSS-SECTION ELEVATIONS 2a,B 610.50 sss.oo so-c6 sss.oo 41 2a 24 2.44 19-CB NOT FOR CONSTRUCTION ,i ~ ~ ~ ~ so,.oo z,~B ?4 1.24 20-JB ~ ~ ~ ~ _ . ~ 163LF 10 PVC /~~j~~~ _ o~ I \ WETLAND BOUNDARY (TYP.) 2~~8 612.40 so2.2o 228 so2.2o s~ 2a 609.05 29-CB / 0 2.OOX M~ ~ ' 22~J6 613.30 606.19 23-JB 602.50 52 24 24 0.58 21-JB can J ~ ~ ~ I ~ \ 20 lF 24' RCP 6 $ 189LF 10" PVC 602.50 27-CB W INV. ~ 1.81 / ~~j/~~~ \ ~o~ A 2.00X 23~1B 613.50 608.00 24-CB 608.00 86 18 24-CB 612.40 608.50 25-CB 608.40 62 18 18 2.10 22-JB 18 0.65 23-JB v \ MES INV. 591.3 ~ STONE gpLLWAY 25-CB 614.80 611.05 26-CB 610.95 121 15 15 2.02 24-CB Z .WAY j 10" INV. \ gp 41LF 10" PVC / = y~ 60 \ \ \ • END B~ PVC 26-CB 615.80 - - 612.05 111 15 15 0.90 25-CB 5 ~ I ~ IIIIII ` ~ (PER NG9ENR6.60) O 22.7X / / ~ EL 598.26 IR 6.60) FF=609.75 oa ~ \ ~ 10" M.E.S. \ _ 6 ~ BEgN 10• P,~ PHASE LINE 2'-~B 6„ .65 x.25 2~B x.25 92 O 200X MIN. 604.25 POOL 18 1.90 22-JB V ~ \ 8' MV. EL 600.93 2&CB 611.50 - - 605.03 78 15 15 0.50 27-CB O W 595 ~ \ _ ~ / ~j~ II~`\\`\ a~si~ ~ ocmiom ow ss ~D DEiDJiION ~ INV. EL 592.50 \ 10~ INV. EL 600.76 , 29-CB 612.00 - - 609.50 45 15 S 15 1.00 21-JB ^o W ~ / \ ~ . PHASE 1 • 3a~B 6.25 3,-~B ~.oo ~ ,5 15 2.27 20-JB / ' y FF~09. ~ ' ~ s0 204 g• py~ ~ 31-CB 607.45 600.0 32~CB 600.70 118 15 15 0.59 30-CB ~ ~ \ p 2,pp% ~ 32-CB 606.00 601.50 121 15 15 0.66 31-CB 1 ' ~ \ ~ / III I \ \ sy 3 S9jS im- -__9 , 15 4.74 30-CB V V / i PHASE 2 ~B 612.00 604.50 34-CB 604.50 95 15 34-CB 610.45 607.95 99 15 15 3.48 33-CB p V V Cn ~ III ~i \ s,.5~ ~ I 10' M.ES ~ 5 ss3 ~ 35-FE - 592.50 36-CB ~ 3frC6 607.70 597.48 37~1B 597.48 95 24 ?4 0.51 35-FE o Z 600 ~ ~ 1~ ~ INV. EL 59250 ~ - \ I\ I \ Jlq II~~~ _ g5559,.559~ ~ y \ _ Jii~~i~igi~ t - sT \ 1S 1 y ` ,-D ~ ~ ~ 37,16 609.90 597.90 38-CB 597.90 83 24 0 ?4 0.51 36-CB ~ 38-CB 607.00 598.35 39-CB 598.35 90 24 ?4 0.50 37-JB V > -J 1 1' ~ ^ ' \ f ~ \ ` ~ 39-CB 606.90 59929 40-JB 599.29 187 24 ~ ~ ~ ~ ~ 40.16 608.50 604.25 41~1B 604.25 67 18 ?4 0.50 38-CB W W 18 7.40 39-CB a 1 _ ~ 41.16 613.90 609.65 42~1B 609.65 167 15 15 3.23 40-JB o 0 ? ~ 1 sr o ~ w 1 1f \ FF~09. " ~ 609.65 42,18 ~ 0~ , 42~1B 615.50 610.07 43-CB 610.07 73 15 15 0.58 41-JB Q ~ ~ ~ _ - ~i'~i~i Qom 1` ~ 43-CB 615.00 610.75 44CB 610.75 136 15 \ ~ 44-CB 615.75 = = 611.50 47 15 15 0.50 42-JB 15 1.60 43-CB ~ INV. EL~645.00 45-CB 615.30 612.30 79 15 15 3.35 41-JB C4 o s ~ sr ~ B~ \ ~ \ ~ \ Z ~ ~ ~ ~ ~ ~ 8 S~?~ ~ 9-C FF~13.50 ~ ~ ~ ~ ~ ~ \ o aj~~ ~ 4 ~ \ ~ \ ` ~ . \ \ iUL 1 9 2007 W 605 ~ ~ ~ , r~~ ~ ,h~r~ ZOO u .I \ v i- w o zoox u~r+. _ ~ J ~ ~ 4- v og ~ ~ \ ~ \ ~ \ o~NR • WA1'~R 4UA ~ \ \ ~ \ p~ ANO 3T0!~~ATE ~ TER QvALIV W o ~ co 613 61 rA Z CD o V MZ FF~1 ~ s~~ 84 LF OF ~ ~ 15' RCP A 1.OX ~ 6~~ ~ - - FF~16.30 2 ~ ~ \ ~ NOTES: • ~ \ ~ 1. CONTRACTOR TO COORDINATE WITH PIEDMONT NATURA ~ ~ ~ \ TO FlELD VERIfY TOP OF PIPE ELEVAl10NS OF 16" AN NATURAL GAS MAINS PRIOR TO CONSTRUC110N. CONT 3 \ ~ ~ HERB JEANS -CONSTRUCTION MANAGER WITH PIEDMO \ ~ (704-731-4422) TO SCHEDULE APRE-CONSTRUC110N JATURAL GAS ~ ?-4 ~ ~ ~ 16" AND 30" --4 M-4 X: ~ 0 Fl ~ O BEpN 10' PVC- CONTACT Z 0 O 200x MIN. y \ ~ ~ ~ 8j3 PIEDMONT w cn 10' INV_El. 613.00 / / ~ 17 t ~ ~ ~ ~ 6~ tUC110N u °o~ V \ MEETING AND REGARDING MINIMUM COVER REQUIREMEN \ \ ~ DURING CONSTRUCTION. 11REMENTS ~ 615 ~ ~ i e BEgN 8~ PVC O 19.O7C I / ~ 6ts t ~ \ ~ INV. EL 620.04 ~ ~ ~ / e'` 15' PWG 616 41-J INV. EL 605.09 61 FF=6'130\ \ e, sr \ ~ \ \ \ 2. CONTRACTOR SHALL REFER TO ESP ASSOCIATES, P.A. 620 , ~ 1' ?22- 4 t - B \ OF SUBSURFACE EXPLORAl10N (ESP PRO~CT N0. 5 P.A. REPORT ~ ~ /l\ _ / ~ Zi N FF=620.75 \ ~ - ~ \e ~ 4 617 4 -J `~~s~ ; ' ~ \ E4-UC25.300, DATED FEBRUARY 7, 2007) REGARDING 10. ARDING SITE ~ , PREPARATION, APPROXIMATE BLAST ROCK AND ORGANI 1 ~ ~ EXTENTS, AND TEST BORING RECORDS. ORGANICS B - _ ~ ^^^ly{{{ ~ / ~ sz \ O 200x MIN. ~ Z~ \e~~ \ 3. ALL STORM DRAIN INLETS MUST HAVE AN INSCRIBED Fl RIBED FISH ~ / M1 s i ~ 15' PLUG\ 1 617 \ \ LOGO AND THE WORDS "DUMP NO WASTE", "DRAINS T I ' ~ RIVERS" INSCRIBED AS REQUIRED BY THE CITY OF CON ~ N 'AINS TO Z f ~ i WNNECT TO \ Z ~ _ / , INV. EL. 618.7 OF CONCORD. W cn °Wz RaoFORaN. ~JaZi J oo~aau~s / J SEE MCH. PLANS FOR ~ 7J CLUB ~ ~ ~ N tie 62 o FF~23.70 1 / Q 4. THE SUBJECT PROPERTY ~ LOCATED IN A SPECIAL HAZARD AREA AS SHOWN ~I MAPS PREPARED BY TH FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL 'ECIAL FLOOD F~ J w ~ BY THE ~ ~ IXRCT LOCATIONS PND \ m :DERAL ~ ~ I \ l~~rn. - _ _ ' ° 0 87 lF OF ~ ~ ~ ' FF- 18.00 2 1 / 0 15 RCP o 1.OX FF=623.50 \ \ ~ INSURANCE ADMINISTRATION, DATED NOVEMBER 2, 199 ~ COMM. PANEL N0: 3702500075D. (ZONE AE) AND COM 2, 1994, -JW .ND COMM. a ~ J z ~ ~ ~ P o ~ ~ ` \ PANEL N0: 37025C0110D. (ZONE AE) zooo U o0 ,``~Im RIV.' \3.50 m FF~23.75 ,\O ~c, U C) ~I ~ I ~ ~ a s " o~ ~ ti g``%~ e ~ ~ 61 - 4 - 4 _ ~ ~ I o Vao W U U 62 a 17 G m G /1DD~ID~TI(l~lG G G ~ e~ ,~0 61 V ~ G _ ~ ' ~ ~ Ci ~i ~ g~ ~ 0' RIGHT-OF-WAY sts G _ G O V ~ C~ ~ - a y 5 h '0 -vrJ ~ 622 62~ ° 2 17 622 O 2~• ~ I ,gyp ~ti' / R0 ,v~ ~ ~ Q 4% ~ do 2 1 ~ T / l ~~oQ"~~;~°~ / GRAPHIC SCALE o ~ ~ Z 120 Z mli (D ~w- ~F -~2~' ~ / ~ I ~ n~ r~r Z!S ~ / / I / 1 inch ~ 80 ft. o~ aW 1 1,~ lI~/I II~~~I II~~II~ \ ~ ` 1~, ~I ~~I~II~~~ill~~~ ~ ~ \ \ ~ \ PROPOSED THUNDER ROAD / j ~ / / / / ~ l ~ / w cD / ~ / ~ PHASE 2 ~ J ~ ~ "Z qD ~ / ~ / ~ / J Q 1 i ~ ' / i / ~ ~ / s ! I ~~II~~III ~ ~ \ EXTENSION (BY OTHERS) / ~ l i ~ i ~ ' , ~ W~ ° ~ ~ i O ~ ~ ~~~~~I~ I~~I~II~~~~III~ 1 ~l F 3 ~ ~ ~ I~ 1~III III` 1 I `J ~ , / r ~ ham` / ~ \ ,~j%% F NEO BY: ST M 8Y: ST ~ ~ ~ ~ ~ II I~ ~II~ ~~II 1 I ~ l ~ ~ 800-632-4949 KED 8Y: CDR 625`'' DATE: 02123107 1 ~ i I~ II ~I~ 1 I ~ ~ PROJECTS 018253007 moop wmmumoow Al N \ I II II ~~I ( I 00 F) ~ 00 C-9 THIS DOCUMENT. TOGETHER 1M1H THE CONCEPTS AND DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT OF SERVICE. IS INTENDED ONLY FOR THE S Z THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE Of AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTj ADAPTATION BY KIMLEY-HORN AND ASSOCIATES. INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES. INC. Z w~u ae ewinwc r,~ O NOTES: USE CLASS "B" CONCRETE THROUGHOUT. Z m Y O ~ 2ND OPENING „ O N ~ IF REQ D. PROVIDE ALL CATCH BASINS OVER 3 -6 IN DEPTH WITH BTfPS 12 ' o z v ~ m t~ CLA. O m 0 o N vv 1 N~ w rr AAD. N N ~ ~ O y . -•I ON CENTER. USE STEPS WHICH COMPLY KITH STD. DRAWING 840.86. ~ Q H Z TOP SLAB OPTIONAL CONSTRUCTION -MONOLITHIC POUR 2" KEYWAY OR N4 BAR DOWELS AT Q „ t QH3 . N O O G a 12 CENTERS AS DIRECTED BY THE ENGINEER. Z 2 ~ ~Q QQ N - ;3 . ~ z Q z ANCHOR 0 o Z~ o 0 NCHOR ' ANCHOR ~ ~ ~s ~ 1. BIKE RACKS SHOULD BE INSTALLED AS PER MANUFACTURER'S O,fRECOMMENDED INSTALLATION Kimley-Horn N ~ ~ N~ V r ~ ~ O ~ TOP ELEVATION USE FOAMS FOR THE CONSTRUCTION OF THE BOTTOM 8LAB• O C7 r ~ o ~ t mz ~a z m '=o o ac v Novo iC7 N m S N N ~7 r- ~1 ~A N r o ti J O a-i o z m ~ o - a z mz GRATE AND FRAME ~ J ~ ~ ~ ~ Z. ALL dMEN4 ~~y=Z ~ ~ 2. ALL DIMENSONS SHOWN ARE MM01IUM. and Associates, Inc • H -'I D I ~ IF REINFORCED CONCRETE PIPE IS SET IN BOTTgI SLAB OF BOX, ADD TO SLAB O O N = H ~ O O ~ n AS SHOWN ON STD. N0, 840.00. ~ ~ O ~ Z D 8~~ FOR B -0 IN HEIGHT OR LESS USE 8 WALL8 AND BOTTOM SLAB. OVER F-- O I= NZ-I D y W ?r n = M D y ~ _ o ap 2 3 X~ THICK S O O ~ n :LL o n a W Q IL S O m _ _ D D m ROUND OR SQUARE _ ~ D ~Q~ ~ Z N N ~V~O(~ ~ Z.A ~ ~ - 8'•0" TO 18'•0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST ~ O ~ to o _11_ JI__ Q ~ _ ~ o ~ ,r QUANTITIES ACCORDINGLY. = Z z~ ~ X---- ~ ~ 6 w z 70 ~ CUT WASHER Q N O O . N SHOO ~ H S O zw z ~ m ~ zW zN~o~m CONCRETE BRICK I ~ ~ ~ o LL' 001 SUITE 300 OTTE PARK DRIVE - X o G~ O H CONSTRUCT WITH PIPE CROWNS MATCHING. W J ' m r, O V1 Ch D ~ B x INSTALL 2 WEEPHOLE3 AS DIRECTED BY THE ENGINEER. ,ow Nor 2 - HEx Nur v~a0 oN N 'd ~ ni INQ n~~ 12" rr ~ ~ SON n ~ to Z 12 d O to Z N~ "(D W n Z N~ D WALL MASONRY °C o''' J WALL °z CHARI.ML NORTH CAROLMA 213217 PHaNE: (704) 333-5131 ~ I I I z D -I ~ INSTALL STONE DRAINS OF A MINIMUM OF 1 CUBIC FOOT OF N0. 78M STONE IN A ~ ~ N ao P FABRI BA REWRAP AT WEEP LE A DIR ~ ~ I I DROU3 C G 0 EACH No OR S ECTED eY THE ENGINEER. y. B D D D ~ -i N N ~ N ,o NN ~ ao N FAX: (704) 333-0845 No rr ac N IJ n W M Z - - I CHAIB:ER ALL EXP09ED CORNERS 1 ~ ~ - - O - - - • - - J : ~ DRAWING NOT TO SCALE. DL o O ~ W I Z O Z / wo ~ ~ m ~INCREABE THE SIZE OF~~THE 8" OPENING TO 8" MAX., A8 DIRECTED BY THE ENGINEER BY ADDING 2 TO THE WALL HIEOHT ABOVE THE TOP ELEVATION. ADJUST w ~~"CLR. CONCRETE BRICK MASONRY „ SEE NOTE QUANTITIES ACCORDINGLY• 2 WEEP HOLES Y SECTION Y-Y ~ #3 BARS "X" ~ 1 CLR. CLR. EQUALLY SPACED CONSTRUCTION CONSTRUCTION - DETAI L SHOWING ANCHORAGE ~ " ~ 51~` MULE 40 STEEL PLAN N O F COUNTERSINK PART WHERE HANDLE IS LOCATED 1" Q ~ AND ALLOW HANDLE TO MOVE VERTICALLY. H OF FRAME FOR DROP INLET ~ TE ANCHORS * 1 EOOED MOUNTIN ING ~ 849 ~ W ~ m F a TOP SLAB 4 ~ W W ~ to ~ m m tr N Z ~a BAR z p H TOP SLAB TOP ELEVATION 'j Z G7 GUTTER LINE u• d O r M O 1i4 BAR Z 1 t, F"~ Z PRECAST OR CAST IN PLACE TOP SLAB O N Z NOTE Z ~ Q O d Z O W ~ O N Z r CONSTRUCT DNSTRUCT DROP INLET TO COINCIDE WITH NORMAL y Z~ s"* vH r' cn W C~ OPENING 8 _ - Z W .a a Al = - H N ~ a N O r .w Z ~"i " ~ y ~ N W r F 1 PIPE SLEEVE X 3" LONG. W N OR SUPERS W ~"~N Z~ W O= rJ m = n n n N J ~ _ R SUPERELEVATED SHOULDER OR PAVEMENT SLOPE. z ~ ~ m , • 3 0. N ItI V1 TOP ELEVATION ` „ 3 Q H d a N ~ HANDLE 1 PIPE LEEVE m a O INCLUDE ~ #4 BARS Y ~ S 3 N 0. N d• N m an Q ~ ~ r~ a ~ w a NECESSARI NCLUDE ALL INCIDENTAL ANCHORS ~ W WAVE RACK FOR ECESSARY TO COMPLETE THE WORK PROPERLY. SEE PLANS CONCRETE ~ LL IT TO SCMI X Q, Awl z D 1 cLA. I- _ ~ o - m A ~ z to - _ v ~ ~ I „ 1a~ o ~ v 6 ~ I- ~ _ ~ ~ ~ 'j THRU COVER SHOWING HANDLE D = m D o G! AND TYPI( V 2 J ~ z J o o ~ H ao r11 ND TYPICAL SECTIONS FOR SPECIFIC LOCATIONS. CONSTRUCTION o ~ Z BICYCLE PARKING C c PIPE WALL G O~ C C.~ D I Q . I THICIOVESS VARIES • n A CLR. ~C ~ V O ~ v o ~ v c C.~D ~a D .3 a~ ac, ~ v ~C v v v ; Q ~ v _ ~ ~6rr Q v I oD I o ~ (MIN.) .f' ~ ~ Z Q C~ o W = -I m ~a BAR z Q pD #3 BARS X n O ~ O S .r a z Q 0 = ED ALLY PAC = 2 ~ ~ C? p U S ED W v ~ ow ~~o Z~ ~ H ~ F- D I -o Q ~W ~ SEE NOTE Z -I Q Z n F- ~p 1l~ CLA. I- S = F- ~ Q ~ M"~ ~ D N D _ NW m~ ~ ~ - ~ DIA. ~ x 1.0' BITI~INOUS ASPHALTIC v I-2 4" _ BRICK MASONRY y p ~ W H ~ ~ P' = N m Wr m ~z m N~ PART SECTION Y Y J No ~Z N ~ ~ ~i4 BAR ~ N ~ N W r ~ = W m r m ~z _ ov ~ Z .I m N yo Nz o ~ DIA. ~ CONSTRUCTION vii Z m Z~• MTIMi~IS ASPHKIIC ~ DIA. 2„ J Z 1. P I 10" _ I r W a PNrE COAT 6' (ABC) N.TF-:. PRELIMINARY 1. PAVEMENT DESIGN SECTION X-X ~ SHOWING DETAILS AT OPENING O ~ m C7 Z ZO V O ~ ~ ti H G O Itl Z ~ C~ Z ~ Z V y PARAMETERS PROVW BY ~ Z H ~ MIN. DIMENSION8 AND QUANTITIES FOR CONCRETE CATCH BABIN 8A8ED ON MIN. HEIl1fRR H W m DIMS OF BOX d PIPE REINFORCING TOP d GOT. SLAB CU. YDS. CONC. TOTAL OWNTITIE9 DEDUCTION ~ H O r? n Z O N #4 BARS Y ~ N S 1~ CLR. 1 "CLR. W S Q EQUALLY SPACED 1 CREXENIT RESOURCEs NOT FOR CONSTRUCTION PIPE SPAN WIDTH HEIGHT BAA9 • X BARS • Y BARS - Z DIMENSIONB IN 80X BOX d SLABS ONE PIPE eOp T y 3 D A B H N0. LENGTH NO LENGTH NO LENGTH F G TOP BLAB ter. ~ MLIJR• N1 116, fEIIF. (IIN N) C.B. R.C. YD \ m „ ~ a "n g ~ N #a eAAs x 3 12" 3'-8" 2'-9" 1'•10° 4 3'-O" 8 4'-9" 2 4'•9" 4'-6" 9'•3" 0.181 0.271 0.260 27 1.046 0.015 0.092 0.048 15 3 -8 2'•9" 2'•t" 4 9.0 8 4'•3" 2 4'-9" 4'•6" 3'-3" 0.181 0.271 0.250 27 1.108 0.023 0.038 0.048 r? DIR. Bt MASONRY ANCHOR CONCRETE ANCHOR t~dc oonT DIA. BOLT WITH PLATE DIA. BENT BAR FRAME AND GRATE INSTALLATION ~r ~ 18 4 -0 2'•B" 2'-4" 5 3'-b" 7 4'•9" 2 4'-9" 6'•0" 3'-8" 0.228 0.340 0.284 S5 1.378 0.099 0.049 0.053 24" 4'-0" 2'-8" 2'•10" 5 9'-6" 7 4'-9" 2 4'•g" 6'-0" 3'-8" 0.228 0.340 0.284 35 1.521 0.059 0.086 0.053 FOR NORMAL CROWN AND p~~`~~~~ 30" 4'-0" 9'•8" 9'•4" 5 4'-9" 0 4'•9" 2 4'•9" 5'•0" 4'-6" 0.278 0.417 0.916 43 1.818 Q.0o2 0.127 0.053 SHEET 1 OF 2 98" 4'-6" 4'•0" 3'•10" 5 4'•9" 10 b'-9" 2 5'-9" 5'•8 5`-O" 0.940 0.610 0.962 61 2.900 0.192 0.178 O.Ob9 „ " " " ~ " ~ " ~ ~r 8HEET 1 OF 2 BHEI az 5 -0 4.6 4.4 5 6.3 12 6.0 2 b•9 6-0 5.8 0.407 0.811 0.369 6a 2.914 0.180 0.243 0.088 OF 2 SHEET 2 OF 2 SHEET 2 OF 2 EET 1 OF 1 SUPERELEVATED SECTIONS SHEET 1 OF , ~/~;~Yi.~~./~~ i~ 4 n r n t o , rr , n r n r n , n ~ 4 48 5.0 b •O 4.10 5 -9 1 B -8 2 S •9 8 -0 8.0 88 4 4 6 9 0.444 0.688 0.407 3.298 0.296 0.317 0.088 ¦ 4 4 4 840.25 O GENERAL NOTES: Z O m BACK OF CURB FRAME TE AND HOOD o v z v ~ m o om ,cn v~ NN ~ Z STANDARD DUTY ASPH 1" DEPRESSION rr , „ N ~ SPHALT N ~ SEE TD.N~ ,840.03 U8E CLA83 B CONCRETE THROUGHOUT. F,,,~ N C X , ,r " H M • Z 1'•0" PROVIDE ALL CJITCH BASINS OVER 3.8 IN DEPTH WITH 8TEP8 12 a ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.88. Q N S N EXPANSION JOINTS ~ } -i .Q ~ / M Z n Q M Z ~ ' ~ 3 -e f.~ Z N O rr Q~3 . HOB TPELV PTI TIN-M LTH R " Y Z~=V r. N 0 E ATION 0 ONAL CONSTRUC 0 ONO I IC POU , 2 KEYWA , OR A4 BAR DOWELS AT N O Q ~ • a• v' ; o' • • o• n~ 12 CENTERS A$ DIRECTED BY THE ENGINEER. W J O h•1 r' mz = Y •~y Y a z m U~ O 4.8 4 -8 Z = tA00 V NOS NS V N S ~o r m o „ „ Oo . r m o N O ~ r, " 6 6 tLJ N o T 1~., ~,F,~., PAVING H -•I D o• 'o _ - USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. O O Q 2 F.,,~ • n I - w 00~0~ A- ~ G1 Z m z = N4 BARS V STD, 840.03 FRAME, a Z m Z 2 1= N --'I D @ EQUAL SPACES ~ O O y= N D ~ „ " ORATE S HOOD S Z ~ O S ~ N W 0 0 n 1~ 1 l~ W W O C7 V = 11 D D m m - 3'r IF REINFORCED CONCRETE PIPE I3 SET IN BOTTOM SLAB OF BOX, ADD TO SLAB W Q LL = _ Z ~ B AS SHOWN ON STD. NO. 840.00. F- U ~ O O .ZNOQ n n n n rr n n Q ~ E..~ Z ~ -n - - - - - 6 8 USE TYPE E , F AND G QRATES UNLESS OTHERWISE INDICATED. I- = Z W . '"''o~ .r NH O z = S m QQ = S D m o ~ m D ~ H~ o ~ '~zD • C7 Zap ~ GC C7 S N N O \ ~ a ~ N N O Z = O ~ HS Z S~O~ ~G o G E , E ~c~~o~ o _ Q ~ fr W S G7 ~ H 6,r n~. 9„ ':o FOR 6 -0 IN HEIGHT OR LESS USES 8 WALLS AND BOTTOM SLAB. OVER LL J ' n = Z ~ D 8.0 TO 18-0 IN HEIGHT USE 8 WALLS AND BOTTOM SLAB. ADJUST O Q C7 W Z f..~ 'fl r~ \ ~ N W Z r ,OJ O ~ F'It.OJ oN N ~ N c ~ N i Q n S Z H O Q n Z N tr ~ c~ as ~ e " O to tz a' , o• • • . o • . v • . ~ •a. QUANTITIES ACCORDINGLY. D D o' . o z .'o' • CONSTRUCT WITH PIPE CROWNS MATCHING. ~ D I.- - D ,N D ~ s o z ,N D D R R D > < PLAN > N F..~ ~ ~ ~ N { N o ~ f- ~ o U ~ ~ ~ PLAN r, a'"'' O SEE NOTE CHAMFER ALL EXP08ED CORNERS 1 W p Z X SECTION X-X DRAWING NOT TO SCALE. ~ ~ a O O ~ ~ CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES G N O O ~ W i Z D Z SECTION G-G ~ ~H o° s~ ~ o S~,oQ~ 0 TOP ELEVATION ~o ~ a~ m ~ ~ W TOP „ W = ELEV. 8 ~ ~ USE ON FLAT EXPANSION JOI 1'-41" ~,~41~° F~ J in y V TOP ELEVATION GRADES 2~k MID UNDER O PLAN OF FRAME ~ O - - - - - - FRAME GRATE AND HOOD 9TEPS -STD. N0. 840.68 SEES .NO. 840.03 STEPS STD. N0. 840.86 1'-D° „ 6n DEPRESSED GUTTER LINE S 3'-0"~ ~ n $ 3 -0 EXPANSION JOINT co C T 1,_~~,~ CAST IRON a ( 5'-0' ~ 4'-0' ~ 5'-0' U Cf) 51-00 z A TOP ELEVATION m ~ ~ -v O PLAN OF TOP SLAB SECTION -S m ~ S W~ PLAN OF GRATING ~ ~ o PLAN z n ~ o G~ ~ p.~ A Z C ~ o w m ~ Om z ELEVATION z n O Z ~ '0 '!7 NORMAL CURB AND GUTTER ON LIGHT GRADES W N '!7 2'-3~ib" CAST IRON LL I o' • H " E-+I Z H n. B 6 n O r r~ r Iw ~ N Z ~ ~ Q _ ~QU~ Z W ZN c~ 5' 4' S' 5' a m R1 N ~ v ~ rr m SECTION Y-Y s ~a. Q W NORMAL GUTTER LINE Q N = N N = 0. ~ „ " EXPANSION JOINT g m 0. r N 8" E +~8 W BARS 64 BAR " 3 N ~ m~ 8 rnN M ~ r, ~ S I D e D ~ D m ~o. D z V . a ~ a a v „ " = R 2Ac ELEV. S = ~ ~ USE ON GRADES VE D " p D ~ , Sm Q ~ ~ o w Q n o• v' ~~lD 6 ~ RISER HT. „ ~ • ~ ~ o. „ S Z E UAL PA E Z ~ v H~ '~v W C - - - PRESSED GUTTER LINE C ~ . D ~E , S Q D r ~ ~ ~ g -a Q ~o yg~~ o y ELEVATION w o VARIES r „ g Q v G'. :p•. ~p' 0 , p. • O.. P, I C, . ~ ~ O N v ~ EXPANSION JOINT O p 1 ~ ~ #a BAR - z ~ " 1 „ d ~ NOTES: - 2 3'-3~d" ~ ~ o ~ 1• SURFACES ALONG ACCESSIBLE ROUTES SHALL BE SU 2'-3~d" ~ ~ 2. MAXIMUM SLOPE OF FLARED SIDE SHALL BE 1V:10H. .L BE SUP RESISTANT. •t 1V.- 1OH. O ~o• SEE NOTE • ' ~ S B . o.. . , . . J . W . , .U SECTION J -J N D WHERE 30 TO 38 PIPE I9 USED N S •C!v 1 " W= my ~ Q H H o ~ D WEL ELEVATION ~ H ~ A D D ~W. ~ ?BLE WARNING SECTION M-M W v • ~ ~ ~.•1 i-.i rr n WHERE 42 4 PIPE I ~ N TO 5 S USED = m ~ Z WHERE 30" TO 38" PIPE I9 USED T- NV • SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADES ~ O ~ ~ , N ~ Q N ~ N Z N m = r z V v z SECTION H - H _ y ~ ~ 3' TWEXR78t1 E~EPXTENDING THE FALL NADTFI ANDTD PTH O ~'d„ ~ a ai Z CURB RAMP. INCLUDING FLARES. >EPTH OF THE Z y O RISER HT. H YARI - Z ES ~ J MINI DIMEN I T IN ED MIN. HEIGHT H KITH NO RISER * N ~ y O MUM 8 ONS AND aIANTI IES FOR OONCRETE CATCH BAS (BA8 ON , ) Z O h„~ DINEN8IONS OF BOX AND PIPE COVER CU. YDS. CONC. IN BO DEDUCTIONS J O Q 3'-2" 2,,2„ ~ ~ (DETECTABLE WARNINGS SHALL CONSIST OF RAISED RAISED TRUNCATED ~i p • ~ - - - o• ~ J J z M .~i i_s~ ONE PIPE D ~ ~ PIPE SPAN WIDTH WIDTH SPAN MIN. HEI(YIT DIMENSION BARB-U BARS-Y BARS W TpJ~ TOP BOTTOM O Z Z p ~u Z V O ~ D A B C 0 H E F N0. LENGTH N0. LENGTH N0. LENGTH LBB. 8LAB SLAB ~pR N C.Y. R.C. W O ~ w O 3 DES WITH A DIAMETER OF NOMINAL 0.9'. A HEIGH NO6AINAL 0.2" AND A CQdTER-TO-(:ENTER SPAgNG A HEIGHT OF 'PACING OF NOMINAL i a. • 1 A r, A . p' 8 ~ .',l m 12" 3'•0" 2'•2" 2'-0" 0.235 0.772 0.015 0.028 " " .2 0.023 0.036 Op 15 3 -0 2 -2 3.0 0 35 0.829 ~ rn 18" 3'-0" 2'-2" 3'-3" 0.235 0.887 0.093 0.049 O ~ W 2.35 INCHES AND SHALL CONTRAST VISUALLY WITH 2 rl 3, _ ~ N N 2 p, _ ~ I a a ~ ~ ADJOINING SURFACES. EITHER LIGHT-ON-DARK. OR ruc ue~aiei c ~iccn rn aQrnnnc rnNmecT cWSi i .Y WITH W . ~ - .CI 24" 3'-0" 2'-2" 3'-9" 0.235 1.001 0.066 O.OBS . RK, OR DARK-ON-LIGHT. T q- WAI I RF AN INTFMAI I _ • V ~ ~ rr n :L~ ~ _ 90" 3'-0" 2'•2" 3'-4" 4'-3" 1'•2" 4'•0" 4 1'•6" 2 9'-9" 3 3'-9" 30 0.129 0.321 1.438 0.012 0.127 n r n I n r n r" r n r n r " .1 0.17 ~ 98 3 -0 2 -2 3 -10 4.9 1 -1 4 -0 4 1 -11 9 9 -9 3 3 -9 43 0.111 0.35A 1.714 0 3'! 8 3'-6" ~ 2'-6" ~ PART OF~1NE WALKING SURFACE.) vv....... ^...r WHERE 42 TO 64 PIPE IS USED • p•'.. ~ rj o .p-.'~' .9'. .D'. •n. ,n,. •a.• .v •G•.,~, •o,•:,,• •ci.:v• DETAIL SHOWING METHOD 42" 3'•0" 2'•2" 4'•6" 5'-3" 1'-6" 9'•2" 4 1'•8" 2 2'•11" 3 2'•11" 92 0.112 0.319 1.731 0.110 0.248 41" 3'-0" 2'-2" 5'-0" 5'-1" 2'-0" 3'-2" 4 2'-9" 9 Z•-11" 3 2'-11" 96 0.146 0.362 2.052 0.296 0.317 4. BUILT-UP CURB RAMPS SHALL BE LOCATED SO 1HA SECTION E-E SECTION F-F ~ PROJECT INTO VEHIWLAR TRAFFlC LANES. SO THAT THEY Do NOT ~ w N 0 SHEET 1 OF 2 OF RISER CONSTRUCTION P PLAN SHEET 1 OF 2 EI LAN b4" 3'•0" 2'•2" 5'•7" 6'-9" 2'•7" 3'•2" 4 2'•10` 6 2'•11" 3 2'•11" 41 0.110 0.318 2.387 0.217 0.40t OF 2 EET 2 OF 2 SHEET 2 OF 2 MEET 1 OF 1 ' RISER FIRS .228 CUBIC YARDS OF OONCRETE PER FOOT HEIGHT ¦ ~ v 4. 4. sao.,s HANDICAP RAMP op O N v o MN v z m o ~N rr NN ~ ociz u V-- < ~ • 4S NOTE: USE TYPE "E" "F" " " RATE - ~ Q Z Arro a a Q O UNLESS OTHERWISE NOTED. QI- No ~ z ' DETAIL SHOWING TYPES OF GRATES 1-} ' Q ~ . ? rr Q . Z 2 -11 Q , ~d Q O o USE ACCORDING TO WATER FLOW. z ~ N.T.S. H ~ N T P ~ V ro-n-.~cn oo . mZ m - ta.JaNZ m =T - o o r H D h rn /N~ v O ~ or v ~ C7 -n N 1 C~ . H r' O ~ d C z m wJa z z = JV~/~JV• ~71~A IG Z4•/~JVw ~71\A~ o GRATE H ~-1 j co O - ~ L/ = D m I WQ ti= _ m z D rr 1~- I-- V O ~ L~ w O n g rr rr n n n n W Z LL w O= D m TYPE G TYPE E TYPE F A A rr F Q S r U 2 O ~ Q ~ 0 1 = p ~ N~? N H ~ zN,or'~ zW z pE„~ ~ V)E-WO C'3 ~ z 1 g% VoCOC'3 ~ I 8 . ~ N o a ZW =•p0~ ~R I-= ZW Z cT ,O ~Or ~ NF-w0 W ~ _ O M n ~ - ~ ~ ~ ~ r S T N - LL SECTION - MM ~ p n Z EC IO O rA D ~ - • y z , ~ N n Z rr OOV) ~ D --WATER FLOW SAG WATER FLOW 97 ~ /8 z , .t ~ •t w r 1 o U D ~ A - rr > ~ A ALIGN FRAME WITH INSIDE ; H V~ ~ - E E F WALL T ~ a ~ O DG 0 0 ALLOW p D r N -C N H 'p N ~ 4'p s . { . / , w Z - FOR VERTICAL ADJUSTMENT J r? p ? ~ r--:~ WALL SECTION ~ r '1 1- ~ O , W ~ Z 1 n p B rr 1 B~ a.V~~.G VI~~ ' _ ~ Vw SLUICE GATE : ' z ' ~ • ~ 24" RCP . 18" RCP ~ D ~ ~ a SECTION - BB m SECTION - PP SECTION - NN 1 n rr N X . z PLAN _ 4" SECTION B-B • Z ~ rr Z 7.Qw OF2IFlCE X ~ ` OUT 2.0• ~fl,•[• W 1 : w: • • Q ? i•.~'. Q f OUT ~ Z o ~ r rr m ~ ~ ~N ao FRAME,GRATE, & HOOD ASS Y N QG Z N p Q N 1 2 H ~ ~ Q ~ m ~ ~ ~ o N z WATER FLOW SAG WATER FLOW O O G7 Q C O N r _ rr ~ _ a a c O ~•Om m ~ SECTION A-A N = i • m ~ 6 2 -0 6 0 rn rA I ~ Z p = N O V m H c~ = m = N z ~ _ ?r n n n ?r - M 0 10"X9.6" NIEIR • 24'X4.8" YYEIR - z 3'-0" 1 3 Z ~ Us ~ vs Q Q O -i Q H O TYPE F TYPE E ~ TYPE E TYPE G ; z za Q N Q ~ ~V V ~ ~ •~i. •~i. N ~ I ~ V ~ D r ~ o ~ r O ~ Z r i wG D N '4 ! v K " N o~ o r N q RAISED FLOW ARROW D D p ~ 1 rr 2 ~ O D z / HIGH ~ >8 • ~ INSIOE BOX 4'-0' , • M~IDE BOX 4'-0~ . Z D N v ~ ~ a~ Q . m I W ~ Q o ~ y p SECTION - AA v ~ ~ o z RAISED FLOW ARROW 2 N Q D ~ ~ om Wo~ o ~ HIGH 0 Q W cf) ogz ~ O ~ Z V o I L I za0 v Q ~ z D~fv z off Q ~ z Q Q ~ O O 0 ~ I- r r Q i. i• i. i.. i• r : ~ ~ oC c~ F- N C) ~ . D 7 t7 Z N Z N ~ Ir F- N n ~ 1 C7 D rr ~ N Z D==i ~ r Z -i H J ~ ~ FRAME PLAN = o C1 z SECTION - JJ = NW ~ ?r n rr H W O ~ M" ~ 9Q r ~ = w O v r? ~ ~ ~ Z ~ ~ ~ 2 W w W t7 H OV m _ _ ~d ~d rr 5 - 3 OT/ ..I N Wow i rr- „ D o O O p ~ R~ irr R Z N = \ r ~ J N O ~ ~ = 1 ' / O O o „ C'3 D O 1 cr)~ N ~ v ~ - W o~ N ~ - Z ~ O ,rl Z N ~ P 1/ 1 R ~ o~ 1 w CONTROL STRUCTI H ~ I rr 8 / T. ?r ~ 1 ~ Y o O 1 8 STRUCTURE PLAN PLAN aZmZ ~ ~ n n n n LL n 2 -O u rl Q 11 1_ 11 r ~ r Z r - rr r rr ` ~ w NCDOT 840 a 2 11 2 -11 rr rr PRECAST SOUD W. DOT 840.45 3 rr 1 Ir R rr rr r r 11 r ~t 3 - 0 3l~ 4 ~ j,{, ~4 ' L r ~4 1 n rr 1 1 DRAINAGE STRUCTI 1 " ~D Wes- 29"Xt1" TRASH RACK 26"X6" 1RA STRUCTURE 5~~ 5'-0" (6" TRASH RACK Z o p O W SECTION - KK ~ 1 rr Ne 2r. ~ ~ ~'r 4~?? 1 rr E TI N A-A rr SC 0 SHEET 1 OF 2 Rte- SHEET 1 OF 2 HEI TYPE - F OF 2 HEET 2 OF 2 SECTION A-A SHEET 2 OF 2 RIM ELEVATION 595.90 RIM ELEVATIO ' • . .EVATION 595.90 U) Q U U SECTION RR . HOOD ELEVATION . 4 TYPE G 4 = 9 . • ~ ~ INV. ELEV. 595.15 ul v Z m E v o ~N H ~ 8rr A 8rr OPTIONAL YANHOLE ~ v z ~ m SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE O ~ . ~ . ' 5.5 i • CONTROL STRUCTURE • . . sus` i--i' Z E Q Q U1 O Q H . N IF SPECIFIED. ~ < ~ F- .Q STATE USE OF SYSTEM ON COVER Q N Z Q a~3 . . ; • , : -',l . STD. NCDOT 840.45 ~ ' ~•s o V a N O ~ GENERAL NOTES: Z V r -n to Y rr C " ~ °C C7 . m O ~ 8 CHAMFER ALL EXPOSED CORNERS 1 W O H r z = Ja z m N O (I.E.. SEWER, STORM DRAIN, ELECTRICAL} Z = V HOB ~ V IC7 r' 'n y y HOt7 . HZ O La.J NZ ~ ~ ~ • PRECAST SOLID WALL • ; = : r . ~ D USE CLASS 'B" CONCRETE THROUGHOUT. O O = p.~ O ~ N O nm - - W W O _ D X , \ X - OPTIONAL CONSTRUCTION MONOLITHIC POUR, 2 KEYWAY, OR = _ ~ ~ D TOP OF COVER N = w ~ ~ ~ w w= =o m o wQ w= ~ ~ ~ . 10"X9.6" RECTANGULAR ~~NAGE STRUCTURE ~ ! r • - . • - • i • • ~ t • • 24 X4.8 RE . , . • OPENING . 4' '•1 * • OPENING k8" RECTANGULAR ~ D ~ , D N4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER. H' V O U) O ~ ~ S O _ . << T Q ~ Z '0 '~1 ~ - : ro ~ ~ ~ ~ ~ ~ USE FORMS TO CON8TRUCT THE BOTTOM SLAB. H r Z H r ~ ~ W Z =O mzD o HrJ O C7 ~p ~ oC C7 . ~ ~ o A = o A B B ZW Z ~ ~1 F'= ZW iING . oo~ ~ m oo rn~aoJ ~ W f ~ IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX N C7 Z ~ r a ~ r Q`O n 1V ADD TO BASE A8 SHOWN ON STANDARD N0. 840.00. ,0,.~ ~"'Or NH O J ~ H ~ LL F•I ~ ~ ~ 7.0 N o o cn ~ 7.0" • ORIFlCE ' ' ~ •I. . • • •r ~ f STEPS PER NCDOT 2.0" a ORIFlCE • ~ ~ , - j S1EPS PER IV. ELEV. ~ 594.00 •i • , ~ ° ~ ' • ' STD. N0. 840.66 INV. ELEV. 594.00 - , : ' ~ ~ ~ STD. N0. 8 IS PER NCDOT D ~ i J ~k r n ~ _ _ ~ PROVIDE ALL JUNCTION BOXER OVER 3.8 IN DEPTH WITH 9TEP3 F- ~ V1 N ~ - - - - - 12" ON CENTERS IN A E WITH ~ ~ CCORDANC STD. N0. 840.86. C.~ D z . ~ INV. ELEV. D.~ > NO. 840.66 ~ Z rr rr irr ~ , W N 8 3 ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES ~ .p N ~ - - - - - ap O ~ W I Z p : . , J TO INCLUDE THE ADDITION OF THE MANt~LE (I.E. DIAGONAL BAA3 Y 8EE STANDARD 840.54 C ~ SHORTENED AROUND OPENING IN TOP BLAB, ADDITIONAL VARIABLE ~~---FOR MANHOLE COVER & FRAME " " HEIGHT BRICK MASONRY, OPENING IN TOP 8LAB.) l~" R . _ ~ . ~ 9"X9" TRASH RACK . ~ y ' I. ' 4"X4" TRASH TRASH RACK J PLAN OPTIONAL " SPACED 8 ~ C. TO C. MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP ~ BRICK MAY BE U8ED ELEVATION I8 12 FEET. TOM OF COVER ~'r BOT 1" R. N TO ADJUST FRAME d N 8 COVER TO SURFACE ~ • • 1, ' ' : GROUND ' • ' • ' .i ~ • ~ . ~ . : ~ GROUND ELEV=593.00 ~ . . • . ~ • < ELEV=593.00 ND Q ¦593.00 Fm; V ELEVATION MAX. 1' m o . i N4 BAR PLAN OF COVER m ~ - N Z O ~C U O O y4 rr ~ c W O r Z OUTLET PIPE - W z oW PLAN OF FRAME ZG7 ? rr W> 1 -11~ ~ N m N NON ~ L7 J ~ ° Z W =r H 0 J O c7 Vs Z V O W 'ALL PIPE ui . F ilk HZ= ~ N= m A ~ ° 8rr a (A 30Z N f` INLET PIPE ~ Q I r = a ? n z fit 2 -1~ ~ 30 Q a rn IIIANUAL DRAIN : • . 7FALL PIPE IdANUAL DRAIN 1 • -OUTFACE PIP 8' SLUICE GATE 24" RCP Q 8' SLUICE GALE ~:t'' 18" RCP RCP o E T I N N Q a ~mD $r, r ~ D E L o ~ Z - OR D - - D =H v tf~ z rr ,r D 1 -11 ~ - p ~ Z c~ ..ri i 1 ~M INV = 592.20 do 8~ PVC SD ' ` I I ii'. INV = 592.6 dt 8 PVC SD ••.'11 I I 11 ~ p~RED INVERT TO * 'I 1 f ' OUREO INV ~NV E~V a 592'2 PREVENT STANDING WATER INV. ELEV. = 592.60 ~ PREVENT ST I 7'-O" I I 7'-O" I 592.60 RED INVERT TO U) r ~ co ETI NX- o X N O D ZQcp 00 C E ~ z r Wiz. J (p N Q v ~ ? c O 1 10 W . D ~ z ~ . LENT STANDING WATER Zv Q o O D DIMENSIONS AND QWNTITIES FOR CONCRETE JUNCTION BOXE8 7 O r C ~ o~ z r p DIMENSIONS OF BOX AND PIPE TOP SLAB H = c~ my N~ o ~ ~ ` ~ REINFORCEMENT CUBIC YARD8 TOTAL QUANTITIES DEDUCTIONS FOR ONE r Q W a H 8" PIPE SPAN WIDTH HEIGHT BARS "A" DIMENSIONS IN BOX BOX AND SLABS PIPE CU.YDB. ~ p D F• O 'o Q ~ rr rr cA N Z X 8 TOP BOTTOM Mill L W ~ = rr ~ ~ a ~v ~ ~ rr ~ o i ~ I T ~ Z D .r • 3~ rn 2 Z H v i EXP. JOINT D A B H N0. LENGTH E F ~ C.S. R.C. = N ~ Z SLAB SLAB FI. OF MT, AEINF YIN. H = m0 O~+ I-r o~ ~ ~ „ W = N N .r L'2 4 = J ~d ~ I ~ Oz y r- ~ " r rr ~ n r n r n r n r n V E rr 12 2 - 1~-~-~I g 0 2.0 2 -3 12 2 •9 9-0 3.0 0.167 0.167 0.186 22 0.760 0.01b 0.024 o m p~ ~Z3 ~ O 'n ' ~ 15" 2'-3" 2'- " r n r rr r " r ,r ~ O O 1 1 ~ 3 O n r~ 1 -10~ J = ~ \ h C7Z F O rr 3 2 -8 12 3 -0 3 -3 3 -3 0.198 0.198 0.204 24 0.902 0.023 0.038 O d' = u r n r n r n r r" r n ~ i 18 2.8 2.8 2 -9 14 3 -3" 3 -8 3 -8 0.227 0.227 0.222 30 1.086 0.033 0.049 Z V W 24" r n r n r n r n r n r n ~ 3-0 3 -0 3.3 18 3.9 4 -0 4.0 0.298 0.298 0.259 40 1.434 0.059 0.086 O ~ ALTERNATE ~ i ~ _ z ~ ~ SECTION B B W _ ~ w n r n r n r n r n r n r n • 30 3.6 3 -8 9.9 18 4.3 4 -8 4.8 0.375 0.375 0.298 51 1.880 0.092 0.127 4 n r u ~ ~ 2 -0 i ~t ~ LB . MINIMUM WEIGHTS S ~ \ ~ ELEVATION ~ ELEVATION DESIGNED BY: ST ~ 98" 4r,Dn 4.-Qrr r n r n r n r n 4.3 20 4.9 5.0 5 •0 0.483 0.483 0.333 84 2.341 0.132 0.178 n n " r rr r n r n r n r u r rr V ~ 42 4 -8 4 -8 4.9 22 6.3 5 -8 5.8 O.b80 0.580 0.370 77 2.878 0.180 0.243 2r.g1~r? FRAME - 180 / ~ COYER 120 DRAWN BY: ST 48" 5'-4" 5'•4" 6'-3" 28 8'-8" 8'-4" 8'-4" 0.743 0.743 0.407 111 3.923 0,235 0.317 ET - - I N rr Y Y r r, V 54 5 -10 5'-10" 6'-9" 28 8'-7" i`-10" 8'-10" 0,885 0.885 0.444 128 4.283 0.297 0.401 f ~ SECTION A-A TOTAL - 300 1. ALL t 1 1. TILL OONCRETE SHALL HAVE A COMPRESSIVE STRENGTH GF AT LEAST 1000 P.S.I. O 28 DAYS. 1. ALL OONCREIE SHALL NAVE A OO~SSIVE SIRENCiH aF AT LEAST X000 P.S.I. O 2 ALL S1EEL TO HAVE A MMA~IUTA Y q.EARANCE UNLESS OIHERMIISE N07ED. 2. ALL S1EEL TO HAVE A MMIM~1 Y CLEARANCE UPN.ESS O1F~ft1~NSE NOlEO. P.S.I. 0 28 DAYS. q~EgCED BY: CDR ~ eurrT ~ nr• ~ 8D" B'-B" 8r•B" ~r.9" AA 7r.7'r 7'-8" 7'-B" i _~d9 1 _ltd9 A_1A1 ilR R AOfl A ~R7 A sere \ ~ SPECIFICATION \ ~ nl •M AA TAAII .fir rTT\IA C 1 OF 1 ~BH ~ 84 .31 8°" 7'-1" 7'•+" e1-a^ az 71-1o^ a'-1° e'-1^ 1. 210 1.210 0.51e gee 5.917 0.444 o.ses [SHEET DAM 02/23/07 840.31 f EET 1 OF 1 vu anon MCC i L110 1 OF 1 840.54 TYPE #2 nsnr w-ae 840m541 su CE 3. STEEL REINFORCEMENT SHALL MEET ASlid SPECIFICATIONS (A-615). a srm RaNFoacora+~ IHAu. MEET ASIM s~aflcAnaas (A-61 5)o OEFdIMEO BARS. DEFORMED BARS. 1. Al SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION 6 16 IILL INLETS TO HAVE FIELD POURED INVERTS TO ELMIMIAIE STANDING WATER. 4. ALL NiLETS TO HAVE AMp p011gEp INVERTS TO QIMNVAIE STANOINKi WATER. PaaEcrf. 018253007 N EXT. DETENTION WETLAND 1 EXT. DETENTION WETLAND 2 S CONTROL STRUCTURE (CS-1) CONTROL STRUCTURE (CS-2) N.T.S. N.T.S. 1 -22 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPEg 'ATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO IgbILEY-HORN /1N0 ASSOCIATES, INC.