20070661 Ver 1_Site Plan_20070413

3
Y i ~ ~ ~ 3\ s r r NOTES.
' ` , ' ; ~ , t , I, ~ ~ . : ~ PROPOSED SC•~ LEHO SE ~ `~v. I w.. ' ~ ~ ~ - yv..r. , h 1 EXISTING
! t \ h ( • . ~ ,..rt 3`, av,~, ~ `'"'v~ s' . , ~ .,h AERIAL EXISTING GROUND SURFACE ELEVATIONS FROM AERIAL TOPOGRAPHIC SURVEY CONDUCTED BY
" INBOUND SCALES ; ; /r',,..,,f" ''v'R!;.Y~"•"' ~ i +w l~,rumsh'~+.,,.n.,, S~ + 1:..~{•.,. r. .,v, 5i",.(„ r ii... f.,. Y .f /•rh ` ~ } 4trvm ; "ru.~ ' s GARTOGI : / CARTOGRAPHIC AERIAL MAPPING, INC. ENTITLED
i` Vii' ; 3 q i f i t / / ~ . 1 r env ! K.,. » 1 'WILDERS GROVE LANDFILLO AND DATED OCTOBER
,.i' } € ~ $ ~ QUTBOUND SCALES: . ' • s r ,f r t' # f ~ ,t • ! f~ I Q ! ! ~ ~ ~ , r 29, 2006.
{ ~ y s~ ~ I s s . , `k i! f i s" 's 3 3 f ~ r ~ S` fww ~ •S~.fYweS.. t ~ ! Y. ~ 1. ~ i".vl.` nr~`.k.h / ! ~ ~ ~ • f i
0 0 ~ ,,`v ,,y : f ~ _ ~ CONTRA.. CONTRACTOR SHALL NOT ENTER UPON OR DISTURB
f' ~ SANITARY SEWER ..~,INE . l` ~ I ~ ~ fi i s ~ 's ~ ~ v.. r,, f' ,s ; _ ~ CLOSED / 3 ; , , jf / 7 j' f CLOSED LANDFILL DISPOSAL AREAS. CONTRACTOR
~ I iNV OUT 200.0.....,.. f i , i ~ ~ ,,'w 6 f' , , SHALL CONDUCT CLEARING OR EARTHWORK OPERATIONS ONLY IN DESIGNATED AREAS.
~ : f t ~ ~ ~ C.:y ,..,,.....Y,.~. ~ a r ~ i ~ # € s.~ t f~ ~ f rr. ! S; ~ z ~ kt~,+,+.•.h j f t; @5`'',•., ~ z ,
{ ~ *Y•'~rv ~ ~ SANITARY SEWER AND WATER TO ~..~.~...~,~H.w 1 ,^i,.,.,.,.M.~.w;~r~w~rr.wi.rw.. .i. ww i V` 3 t 6 f ~ } t ~v..,,t , ! f ~ 3. CONTRA i. CONTRACTOR TO PROVIDE NEW, FIRST QUALITY
, f k, mow, CONNECT TO EXISTING SERVICES AT • ~ t p % / S ~ f r iy 1. ~ ! ' t•, CON R ....t f CONCRETE JERSEY-TYPE BARRIERS (PER NCDOT
. ~ ~ ~ END 0 RPO N PARKWAY ,...•.il.? ; r ; ; e, i ~ ~ L?' l fs .,rt s i ~ ~ ~ .t : , tk SPRCIFIt SPRCIFICATIONS) AT LOCATIONS SHOWN. INSTALL
. ~ , ,i . E ~ ~ BARRIEF BARRIERS AT THE START OF WORK AND LEAVE IN
jF f ) 1 V Y ~ iY I b i f ' ~ s ; 1 ~ k a 'h ~ ~ ; ~ f r..::::..::;.. PLACE. ...,,w f f,.. f ~ s ~ t t s ENGINES PLACE. COORDINATE EXACT LOCATIONS WITH THE
; ¢ ; ~ CONC~t'ETE PAVEMENT p C7 t ~ t 'ah. f t! ~ i } k ~ t I , . S j k., ENGINEER AND OWNER.
1 S ~ l ; i 9 2 I W _ . 7 ' a '1. I ~ ~ I ~ ! : t ~ f re 1 ~ r t S ~ f ~ ~ ~ ~ ~ , f 4, FOR ERA FOR EROSION CONTROL MEASURES, SEE DRAWING
( r r ~ ~ ..,w ~ i k ~ ~ •w i s.~ r. "t, ~~9A \ f ~ f i ~ ~ i i ,t t t f EC2. EC2.
, ~ 1' f i t r >s ti i~ S rh r t ,,..~t ; f ? ; r 4l •,•+4, j~, ! 2 ~ 5 4 ~ k t t e a.h,+ .w,h , r ~ ~ r y ,t +t y'~t ~ tY l f
D D D . 'tih, ~ r~ ~ t k ; t ~ `44 'S 4 f f R ~t i ,fir ~ ~ f CB ~ 5 ~ ~r+y ; f oy { { ~i L ~ ~h S k r ( f i. RUN DOWNSPOUTS ON EAST SIDE OF BUILDING
f ~ i` ! t 5• UU [ ~ cb / ' TOP - 207.75 p` ;4 ,y 5 YfL ; BENEATI / / i ~ ~k ~ f BENEATH CONCRETE SIDEWALK AND EXTEND PIPE TO
f ~ f f S S E Y"~,, I ..5. ~ \t• .v....,.„ iNV IN ;202,05 ~ a ~ sh r ~ t~ - t ~ DRAIN E ~ i DRAIN EACH DOWNSPOUT TO DI #2. RUN
~ ~ ~ f f x~ ( DOWNSP + INV OUT;- 201.80 4 ~ Y r = f , ~ { f, ~ ~ ~'<< ~ ~ ~ ; f ~ ~ .4 ~ j CONCRE DOWNSPOTS ON WEST SIDE OF BUILDING BENEATH CONCRETE SIDEWALK AND EXTEND PIPE TO
~ .•,t t ~ ~ .x ~ ~ ~ ~ ~ coNDUc 'k S M ,1 ~ si +k f CONDUCT FLOW TO WEST AWAY FROM THE TRENCH
! NY '6,i r.... f ~.W'rN^ 'J /i, ` ~ r i, F~ D S yY ~ n~. •..n .r..r.•......... .•vr......a•............. n,J ` ~ f f t k. S . ,v,,~r S,, ~ ,...~,,7.~~, g $ f { i DRAIN. 'ti {.,,Gm..c `6'•..aS„w ~~.6.~3.., 3 3"~. i t ~J r f f f 2 DRAIN.
i t ! 4 P ~~~fi ~ OP:' 207.75 r° . ~ ~ ~ f ~ 1 ti, ~ + 1 ! 3 i t
~ ` i f fi, • INV' IN - 202.70 ~ ~ ~ r f , ~ 't ~ f ! f i 3 5 5 `s iS i? rf ~ U~V OUT 202, 5 f f ~ ~ 3 ~ f ~ { ~ f
f # ' t :
t ~ ~ f f { t ~ y s i I CB-5 ~ f~, , ~ N'~` f I 3 f f $y y 5Y'+~~ fF' yYrvt
.J" fir! Yf' k ` v.,"•...s. ~ 0 360 LF 6 OSED WATER SOLIDS ~ t r ~ ~ f f ~ ` •h ~ ~ F+ F l ~ { f TOP - 207.E f ~ SOLIDS r ~ + f k if
`i ~ 1 c, f S.S. ~ 4.7'5% SEPAL' UNIT i Ni1 Yr'~~„S.w... Q i ~ ~ { ~ f f INV IN - 3,35 ~ r f 3 ;k ~ ~ ~ ~ r i ~ ~ ~
w D. P. INV IN - 2 O ~-7 ~ ' ••°p • ~ . ~ INV ~ f F' OUT,- 203.10 i h s c f' ~
T ,zY,N, INV oUT 201.a.~ ` tt 1S f +i ~1 % t ~ ~ S i i S
•:r tk 'fit % / ! a ,i ~ + CB-~ ~ i r
%i _ ~ ''~Rl -RAP OVER SEP~ RATOR 1' t Y ~ ; i j ~i 3s TO . i. ~ 15 f f ~ f i >E~ RATOR GEOTEXTILE _ ~ INV OUP 203.75 f ~ ~ ~ ~
f i • iv ~ 2 C ~ ~'4 r / t iJ ' € ~ i ,r ;
f.1 t ~ `'s ~ , ~ f t
it 2 Mw"` , .,"w' ; f ~ J ; `4 ; S r ~ 209 ,.,~N ~ ~ t { f ~
~ ,w., 3 ~ ~ p i ~ . ~ ! 1 ! / f 2t ~ ~ ( ~ j f ! ? J f S ~ f ~ f
s ~ FIRE HYDRANT ~i ~ , ; Y. ~ y,. 1~ 1. . ' a . : ~ . ~ f YARD; INLET 6N PAV~~MENT ' ~ r ~ f
. , :•v,h... i ~ ; > ; ~ s fio ~ HANDICAP . p p p p p' ~ ! ! ~ . ° 2 x i 0243102 ~ s
~ ~ ~ SANITARY SEWER H-1 4 i ~•.PAR~IN. . G.. , . f.-~. • ~ ~f ~ fi r if i~ r .~r~ i i~ r t { i ~t\ D4 ~ :w w f ! S'•... .+'`..,t iS f S' i 1 J ~ o % ! iJ / d
~ y. i5 TOP} - 19 .25 ~ a N~ , .M.,..,i~r ~ ~ ~ ~ 3 I~ 5~.:. ..s i ( ~ y © 3 "r.. ~ ::SrrN g" S` ? ! d 's 4, ~ . 4 1 f r „I~ N o,<.~n, 4~ n ~'7 f ! ! / ! p.. p V.. p p p.. p f ~3 f` Y i r/ i ~i
r . I ~ 5~ f yN: f' S : / J kv.~' 1NV'2'1N =18 .90 f i i I y Y 3 ~ s r N,,..N P ~ ~ ~ f 3 f r ; ~1~ Q~ ~ f t ~ ~ ; f
9 ~ ~ INV QUT =182.80 PROPOSED ,f ,Y i .~.~,MH'~" ~ ~ I rx ~ ! ' ~ s r : ~l 4, ....M ~ a O 208 00 ~ f 1 f° ~ ~ 3 x 1 ~
~r i ~ ice' ' ~ . i ATER LINE '2 ~J. N. `fi' ~~'j r ~ ~ ~ ROAD ~~GATE ~ o ~ ~ r YY f r i i rf ~i, .,r.,w,.".' s s;~ ; ~p p. p. p p. p p p. p D. f` ~ f i i ; f ~
,fi ~ f ~ ' r~ i . ; .s, ~ 024'400 E NG BLDG . 0 ~ i a a ~a a f j '`TOP 207.44 3 r f f {
P . ~ r~ ~ ! f f f f ~ ~ p p. 17. ~ p. p. ~ # -2 f f € p p ~ INV G~IJT = X00. f0 f f f ; p p p V, p.. p. f ~.F f s F f f~ ~
N;• ~ C I N - 1 V 4 V V 0 f i NN/r ) ii k!' ..i.JUi; •iN;.'•N+N ~!hr, . C ~ `••..1~ t 3 Y ~ ~ f . Nn,'.NrF'•. ~iH ~ 5 y j~ S` i t f f j f i ; S ff
i r ~ } ~ s , M p Y ~ f iI ~ ! i # ~ i ~ ~
.;'106 LF ~ D q ~ f , r . D n ~ f t ~ s , s ~ . ~ 137 '.F;15f RC ®~/.$~l f F £ t' """~"r 50 LF 12 ~Q~.. ~ ~ r p r s f s s i ; ~ 3 { !
S.S. t~; 0,51 ~ f~ W Y ,,.z. . 6 i ` , . . ! .r f ~ f / s f t f s ~ £ { PVC ~ 1,00 ~ r / ! f f ~ ~ f 1 ~
t d p ~ v,.~.a~,,,.,, . ~ . P P . ~ D . . ~ Q ~ ~7.,,~ D 0 D D p ~ 0. C7 ~ D B-5 t ~ ~ { ' 4 C ETE f ; C fSID ALIT T f f f r , , 3
' PRPr~SED D AL 150;~LF ~ ~ ~ ~ PROPOSED BUILDING ~ _r, f f ~ ~ # i » N o245a f } . . 96 LF 6 S,S, FFE = 208.70 ~ i ; t
;.,.•.,...,...u_~....,.~.:,~.~....m..~...... 36- RCP fi LASS D w~., . ~Q a ~ 1921.6 ! . • . 37 LF 12 ~ ! iii #
o ~ ~ o 0 ~ s C~ 0.52% 0 .r , ~ } p p YARD 5~1~5 T
t ~ f ~ k f J..• ~ TYP OF 3 ~ ~ ~ { ~ ~ ~ '.6245001 ~ ~ 0~ ~Y ~
INV OUTS= 183.5 60 F JERSEY-TYP z a ~ /
{ .....,v.~wk. , ~ S~ 'i~ ~ BAR I R m g R E NOTE 3 t ~ I r 1~ ~ 3 } I E 3 .y ~ ~ 5 } i s TRENCH DRAIN TYP'~F-~. /
wµl~I.•NN.1•!.•.~' ' t ~ YV I ~ ~ M r ( f: GRATE = 192. 0 f . IP-RAP AVER S ARATO~ GEO ° TIL ~ ~
SANITARY SEWER MH-2 210 LF 6 SANITARY SEWER MH-4 ~ ~ o h f Q TOP - 189.00 4 S.S. C~ 0,50% ~._.~.._.sQ2..~..1.~7~~i~Y+A~, t ; MH-4 191,20
y 1 ~~Q { S ! j ire ,,.•,i... ..~I Y . INV IN = 182,25 s '~vINV IN = 180,00 t ~ i f TOP = 93, 50 ~ r k TOTAL DISTURBED AREA: 13.5 ACRES
i~' INV OUT = 182.15 SANITARY SEWER MH-3 IIV~~~ T = 179.90 , Yr / f 1 ~f B-4 D INV i ~ P . ~ N' = 189 25; i 4'r k
1`fl~ 192.00 ..wN.N ..,wy.~MWr,v,,r,.. p p . , g~' ~ INV, UT - 189..0 ~ ;
INV z1. - 181.10 ~ ~ ` r ~ ~ 'I . INV O11~., 181.00 - j~. { .t ~ tr r 1 h rC c~ ~ P ~ ,z Q Q Q' y ~ ~ LEGEND
JJ i.' G ~ + ~ ~~A RY SEWER WET WELL ,YARD HYDR NT, TYP ,3
0260101 ~ 's, 4„. ,i, . coNTRACTO~ ~.r ~ ~ . ~ ,,,Ji~ ~ ~ . . ~ ~ TAP 3. V V ~ ,Y ~ i i \ . :~t, ~ INV OUT - 191. ~ 15115 4~ i ~ ~ 0 ~ w -6
• ~ 3. k. ee STAGING TORAC~E EXISTING BLDG 2 ~ II~V IN - 1 ,40 MH-4 t~ , ¢ Q / ~ 22 r ~ •1 M ` DENOTES TEST BORING LOCATION AND IDENTIFYING NUMBER
~ ~ C7 4 SANITARY SEWER y~ .i'~f r ti r p ~ FORCE MAIN INU IN 187.0 SEPARATOR .~-r-~'~'~ ~
rY ~ t if• I l fi~ !~N1~ IN = 189.00 ~~A~ 144; LF 15 RCP. 3,47 rl.r.... ..,««,a.x,.N r. ~ .
2 ~ SEE DWG G13 OR 3$~ ~ 230 LF 6 ~ SEa S NITARY
.5o PLAN PROFILE v t ~ fi ~ ,A'J ~ 4 ~ /Sj~ ~ t R PVC 1.00%. . p 0 ~ t :SEWER PUMP STATION ~ f ° ! ~ DENOTES AREA TO BE COVERED BY
~ k """.,,,w s 3 5 ..............w,..,,,,.,,,.„,. ~ 2 Fwv` CLASS B RIP RAP OVERLYING
"`ti.. 2 S x. ~ i ~ S "'--M , YR FLOOD EL 192,0 S W ~ j r ~S, ,Y „ ~ , ~ . x 174 LF 18 RCP ~ 1.00% L 192,0 s SEPARATOR GEOTEXIILE.
f ~ C "`""mow-~ • .n.r / q ~ , INV I N - 184.00 t,
i/ t , ; ` , • p 0 0" ` p . (INNER •I~RK AREA . ~ . p`~." ~ . f d ~ _ i. ENV. OUT - 182.00 s ,,:,,<nf;,a,.,.f INV OUT 183.7
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s i r g .d S 't T RE• AIN I LACE
s ,i'~ ~ ~ 60 LF JERSEY-TY~'~J' ,#r i , ` ~ fy r \ s Fti ~y' 4 r r 1 RARRIFR OFF N~Tf= ~ + _ ~ ~•I ~ ~ t I ~ C'1 J r rr
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PLAN PLAN
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DESIGNED CA CA CA R R U 0 ~ C l CITY OF RALEIGH THE SCALE BAR DATE JANUARY 2007 m
5 S DRAWN MDB o 0 ~L few o a ~ ~ aF SHOWN BELOW H & s JOB 30579 z
9 MEASURES ONE NUMBER L
4 CONSTRUCTION 3/07 JAB CHECKED ZEN AND SAWYER DEPARTMENT OF SOLID WASTE SERVICES SITE INCH LONG ON CONTRACT DRAWING
9463 r' 56 C) 1931 EC1V 3 LAND DISTURBANCE SUBMITTAL JAB w 2/07 JAB PROJ. ENGR. Environmental Engineers & Scientists WILDERS GROVE SOLID WASTE GENERAL THE ORIGINAL NUMBER NUMBER
p ~`G GINS IN 401 6> 0 2 PUBLIC WORKS SUBMITTAL 2/07 JAB v 4011 WestChase Blvd, Raleigh, North Carolina 21607 TRANSFER FACILITY GRADING AND DRAINAGE PLAN
o a 0 1 STATE APPROVAL 01 07 JAB T ~ P J DRAWING. G6 N
S. ~EL 5 A. ~o NO. ISSUED FOR DATE BY APPROVED
XREFs= H:\30579\001\SP-ST,H:\30579\001\SP-TP,H:\30579\001\SP-EC,,. MISC 30579TB_SITE-SUB 820 CORPORATION PARKWAYp RALEIGH1 NC H & S FLAT FILE NO, CDP N