20061436 Ver 1_Site Plan_20061127

i i i
v~ ~ MAINTENANCE PLAN REVISIONS
LIMITS OF. 4 ~ I PE .i J " - . SILO - DISTURBANCE ; 6' PvC T~ I. All erosion and sediment control practices will be che stability and operation following every runoff producing INSTALL SCREW CAP but in no case less than once every week. Any nee POR CLEANOUT ACCESS repairs will be made immediotely to maintain all practi designed. be checked fpr O PRE-BID SET ~ POST BID SET ISSUE DATE ISSUE DATE
i ~ i, ~~~rrrr i rwrrr i / % I i / ~ r / 38 ACRES ~ ~ ~ ~ EW 6X6 ;RISER " ; ?roducing rainfall DATE DESCRIPTION
AND LF F,' . 56 0 3b, . Any needed
SQLID WATCW DENQTES AREA © ~y,J, ~7r, `7 all practices as
OF EXISTING POND To BE _ ~ .,m 522 : ~ T SLOP MINIM 35L~ ,,p ~ , FILLED (2,420 SFI O,OE~ AC) , ; ~ 2. The sediment basin will be cleaned out when the leve sediment reaches 'the elevations specified on the erasi PERMANENT POOL ~ pipns. Sediment ShClll be plaCgd On ih2 tOpsOil pil@. the level of
V GE~'ATED TRIP V V V V V V V V C ~ , tV V i ? 't / ~ ^ the erosion control
a ~ r' f WAT WING DENOTE EXTENT / C S . y E WATER SU2FACE will be cleaned or reuloCed when the sediment pool drains oroperly it pile. Gravel
F T FARM P N " ~ r / ~r . , ~ J / Int pool no longer
r ~ / ~ ~ EXI TING PERMANENT t. , S / . ~ i. I 3. Sediment will be removed from the sediment basin an INSTALL CAP AND pR~~ 7 RISE~2 and gravel inlet protection device when storag8 capaci basin and block
WATER ELEVATION= 518.0 . ' ::.~4~1 SL4PE ON ge capacity has
~1, I FACE OF NEW.'" a » ~ I / ~ 10 VEGETATED SWELF ~ i / ~ i ~ ' - HOLE TO CREATE PROPER STRUC'~ URE been approximately 25% filled. Gravel will be cleaned cleaned or
+ DAM ~ w ~ , ~ ~ f AT 6 I sLOPE csEE . ' ~ re laced when the sediment g p SIZED ORIFICE, p pool no Ion er drains r0 ' " " ~ ~ ORIFICE DEfAL BA3NJ #1 4. Sediment will be removed from behind the sediment f it becomes about 0.3 feet deep at the tence. The N.T.S. Trains properly. 3diment fence when
Y ~ ; ~ - , . , ; j ~ PLANTING DETAIL) ~ N , ~ ce, The sediment
MAIN POND ' c~' ~ ~ ~ ~ ~ ~ 4~,~ ~ . V 4 Y. .i\ \ _ 1~ _ I M \ - - = - fence will be repaired as necessary to maintain a bar ~ _ - - yin a barrier.
t ~ P NT r'^ ~ ' ERMANE OOL EL. 5 S.O ~ ~ ~ ' . , . ~ ~ 5. Au seeded areas will be fertilized, reseeded os neces DOTES` 6• Pvc T~ mulched according To specifications in the vegeTative p as necessary, and
TT 14 N T a.l~J ~~J T~ , ; BO OM E.L. 5 ,O ~ y .-REG , ST~UCT EXISTING° A ~ ~ maintain a vigorous, dense vegetative cover. ?etative plan to
~ -
. . . P ...WITWI X Td I LACED N.., E I~ NG WEE "^~N ~ ~ ~ '"w ~ < r ..,1 - -POND~~~ LrIMI~T5-,.. f _ `1 ~ ~ INSTALL SCREW CAP
,^w. , • , , • G , . ~M• ti_., , W , _.r "W, FOR CLEANOUT ACCESS Site Sgecific Stormwater Pond OoerotiOn E Maintenance penance
~ ~ ~lw, v,~~ . ESVS_. RIVE , 4 4 ['~~TAL~ , 4 ~ ~.EMERt~NCY P..IL WAY . ?ILLWAY TCJ PA$S I. Grassed slopes and grassed titter strips should be kept be kept to a
_„y. _ ' , , 25~.~~ iQO=YIN 'STORM VENT, IN~aTALL SPILLW . L`SPILLWAY•, AT'. ~M~M D minimum height of six (6> inches with a regular mowing )r mowing schedule.
. ,_T . ~ ~ , - I ~,UTIL ~ ~RA~' AAF' ' ` . . . i + _r w . . , ~ 20N, ~ININ6 ~ , WATER SI.RFACE 2. Two (2) annual inspections of The pond are required t tTiLE~.,FA~?IC. ~ ' determine any deficiences. r 'squired to ® a 0 600
y I NAY M f T i" . T i 31~...5L M_. PE ~ ~f . r.,~ . . , . _ _ C D I E ~~i ~ ~Dxr9' TW CKN S' 4~) (i I 3. Check pond for trash and debris after each storm ev `!<4 ` \ aiSEZ 4. Lowe's is legally responsible for all stormwater pond o storm event.
~ S . . . _ - MAIN ~ P NC1~ Ir pond operation . A
_ . . _ . i?ETAININ. - . ~ n r _ r v ~ " : " , '1 ~ ~ '`w '1 - INSTALL CAP AhD DRILL 3.5' Cmd maintenance. ~ STRUCi"URE
. Y . ~ '1 IN ~ET IaOLE TO CREA"fE PROPER ~ ~ SIZED ORIFICE NOTES FOR CLEAN OUT ELEVATIONS OF THE SEDIME ape
, .w.~. ti. ,•~1. \ l SEDIMENT BASINS
\ / ~8~ ~2 REFER 70 THE SEDIMENT AND EROSION CONTROL P ~ VALVE STE 4' X 4' PRECAST coivc~T~ VVET DETBVTION BASIN W DATA 4TROL PLANS. D
kTAI
ti ~5 1 ..A . L OUTLET STRUCTU?E
. PERMANENT PQOL ~ 51S,U. ~ , ~ ~ 'TRASH RACK TOP OF RISER q~A TO POND 8 n3 REBAi2 6' O.C. EL• 555.00 POND
~ EoT~'oM EL, .514,1 ~ , ~ ~ ' ~ ~ , , , O ~ 8.28 AC.
, ~ 92 ~
ti \ ~ 21 SLQPE. IN STORMWATER POfJD ~2 9 BOTTOM OF POND 5 EL. - 553.00 <T ORiFICE> SURFACE AREA AT PERM. POOL 2 E~ RIFICE DETAIL 550.00 \
. FO~E~3AY ~ s
i ,t ~ ` ~ i '00L 29,560 SF c
MAX. I" RAINFALL STORAGE ELEV 5 EL:~- 5 c7 EM ,o,~N~ MAX, 2 YR STORAGE ELEV 5 O 60 120 ~ ~ MAX. 10 YR STORAGE ELEV 5 550.00 MAX. 25 YR STORAGE ELEV 5 SCALE I" - 60' ELEV 553.70 > 0
ON 555.03 ~ ~ m Q ~
l i ' f ~ ` ~ j' " / 555.34 c I
t , ~ 1. ~ 555.62 N
~ ° a ~ r ~ ~ y~ ~ 4 MAX. 100 YR STORAGE ELEV 5 CONCRETE FOOTING 1" RAINFALL STORAGE VOLUME 21, V 556.07
' ~ ~ ~ / ~ ~ i AE 21,651 CF N t) \0
OuTi.ET PIPE ~6' x 6' x I•> 2 YR STORAGE VOLUME 6 24' DIA. 10 YR STORAGE VOLUME 7 ~T ~T~- 25 YR STORAGE VOLUME 8 NT$ 65,541 CF " OD C (D
i 76,796 CF 0
6'x6' (JNC, RI$~R m EL, 520,50 86,934 OF Q r`' ~
I 525 ' 525 STORMWATER BASIh~ #1 100 YR STORAGE VOLUME I i" RAINFALL ORIFICE ELEV 5 VALVE STEM 6' X 6' PRECAST CONCRETE 103,500 CF w C ~ C~ l11
..............._m__.,_.._„__._.__.,,..._..._...,,.,...___.__,._...._._~.._._..____ . _..~.....r,__.,_,.,_„_ ~_w..,. 10 553.®0
~ ~ OUTLET STRUCTtJRE ORIFICE SIZE 2 TRASH RACK 5.0' Tp~' pp R~c~ TOP OF RISER ELEV 5 a3 REBAR 6' O.C. EL., 520.50 TOP OF DIKE ELEV 5 6' 2.0 IN.
a i 555.OC4 i
i IL
520 _..._._..._..__.._._.,..__..~.....,...~.m ............................-__.,...__.............~....__..w.__...._.._..__._.. - m 520 A1VTF~.iPT 559 00 L.OWE"S HOME CENTERS, INC.
CC~.LARS i 5A CLEANOUT ELEV 5 EL. - 519.10 5' WEIR 550.75 1605 CURTIS BRIDGE ROAD
N. WILKESBORO, NC 28697
i IL i 6 ~ IL 2, 10, 25 I YEAR RELEh,SE yy~ p~q~ gq~ x2 DAtA~
I ~ , ~ 5 I II - , _ : m , _ _..,_..t~ .___.,,_M._,,,,, , , , , , M.. _ F.. 518.00 (3.5" ORIFICFa x ATA = 336.658.4000 (V) 336.65$.3207 (IF)
3 - ~ -7ric:E i AIL PCW THIS DRAWING IS THE PROPERTY OF LOWE'$ HOME CENTERS, INC. ANY USE OR REPRODUCTION
P~ MAN~-~I"~ P OL EL - 5I4.i0 5' WEIR AREA TO POND 31 . 125 YEAR REL c i vmaLE oR P!>:. pc +t aurt;TCr lnm?atll(~T THE . 31.69 Ac. EXPRESSED WRITTEN CONSENT OF LOWE'S HOME
0 i 51~rac " 56 I+F RCP , Et.7- 14. <4' EM. DRAIN) ~ 9 . - n. V LVE BOTTOM OF POND 51 CENTERS. INC. COPYRIGHT 2004 ALL RIGHTS 96 RESERVED
510 ' 0 v~ El°ATE T cCLASS 1117 ~ l.ao~ ~ _ 0.__.._..... _ ~ s__ .__.__,~.o..__.___, ....M.. _~~.._._._..~_n_._. ~ 0 0
0 PL/~NTED WITW TWA p SLOPE, C NCRETE I ~ i 514.00
~0 LOWIIV~ W TLAND ~ JOINTS T BE WAT Q ~ ~ S CIES ~ ' ~1RR W ARUM, p TIGWT, I ~R ~ ~ B.. 514.00 SURFACE AREA At PEf2M. POOL 7 ~t~~ MAX. I" RAINFALL STORAGE ELEV 51 'COOL 78,030 SF
' W R TT I ~ ~ BU BSA DG A55, CA L ELEV 519.06 62)
OFTSTEM LRUSW, ~ 0 ~ 520.34
505 ! _ _w.._..,,.__„_,........___... ..___....._.._.._...a.:.. ___.T_._...,.,_~.._._._..._._..T....._..._~.._,_,,,._ .._M,_____...~.._ ________._.__.__L_._m~~.,___ ___._______~l ~5 CONCRETE FOOTING MAX, 2 YR STORAGE ELEV 5 OUTLET PIPE ~8~ x 8' x I.5o') MAX. 10 YR STORAGE ELEV 5 • 36' DIA.
I~C'I`lC~~I "I`~~tJ PCN~I~ 521.20
MAX. 25 Y2 STORAGE ELEV 5 MAX. 100 YR STORAGE EI.EV 5 Nt$ 521.53
SCALD t I" a 50' WORD ALAI"~ T 5C ~ 5 VAR , V 521.94
STORMWATER BASIiv #2 I" RAINFALL STORAGE VOLUME 8 2 YR STORAGE VOLUME 19 AE 88,553 CF
194,118 CF
10 YR STORAGE VOLUME 2 25 YR STORAGE VOLUME 3 E 100 YR STORAGE VOLUME 3/' I" RAINFALL ORIFICE ELEV 5 E ( t~ E ORIFICE SIZE 3 TOP OF RISER ELEV 5 565 ~ _ - - - ~ - 274,363 CF
IMPAQ~`. ~ , 301,603 CF
~ / E -INTERMITTENT , , i` / ~ r i
kIn' W , yUI~lI~I~R 1+%1~{N,1 r 339,702 CF
~~1CEAI~, y' / r ~ t / i f,. ,r' ~ ~ ~ / 518.00
: r / y , . ti i / 3.5 IN.
~ .y 9 sr ~ ..r
_ / ` r ~ f f 565 520.50
E L71KG CLCV ; I
~i Jam-- r,,...,,,..... `r~ ~ ~ 2`x4"xv4" CLEANOUT ELEV 51 515.00
GALVANIZED ANGLE i i
1 ' 10 ` ELEV,ATI
560 4 V
4X4 C C. RISE; I 0140. IRISER TACK WELD U6 GALVANIZED SMOOTW I
EL. 55.00 55.00 BAR • 6" O.C. TO 1
( 0 10 " N " M 6,61,61,6,61,6" 66 lo 11 01 10 01 ANGLES 10 0
w SL p 10 VEGE 1 w
Jj l r 1 3 IL ANTI-SLIP ' GALVANIZED r~
~ i ( PERMAN POOL r « PLANTING I I= 5 v T POOL COLLARS ' ANGLE JI 00 5 , Q
LIMI a' - F \ . r I~ BOTTOM 0f= RISER
TUPBANCE: • 1SIDE L /J2 D5_ r olf 550 z
A 5L~OF~E r 61,0 _ i 38 ORES ~ . \ , • B SIN 44, E EMBED REBAR INTO F BOTTOM (41 FRONT VIEW
r VEGETATED SPELF TO P 2MAN E3E PLANTED WITH Ar `SOLE---., 00TH WEIRS) 0 F,),vDtAt ~a 0 uj U. cy m
1 r FOLLOWING WETLAND r ~ a 0 0o
' SPECIES PROW ARUA, 550 6145 a ' . ~ 57,25 LRA. SSE ELEVATION E Zx4"Idl4" U.
i BUSH EEA RAS 1 . r 8`T,OM , EL. CATTAIL E SOFT5TEM (CLASS 545 GALVANIZED III) 0 1.00% SLOPE. ANGLE D E ~ cu YD, w 0
BULQUSIA C TE JOINTS U a
r . I 0 VEG""TAT 15 60.5 60.19 ~ T BE WATER 3/4 GALVANIZED 18" 12` 12" 0.4465 TIGHT, WA",C' E I~EiC NUT 24" Ir 12, 0.5526 VANIZE U6 3!4"4" GALVANIZED 30` I2` 12" 0.6560 uj X<
SHELF (SEE r y _ LAN ` 36" 12' n" 0.7640 TW At?
TAI _ p __.I I-EX BOLT 42' a 12" 08856
• , I C- 54` w W 64943 z x )N*** oz 03:<
l r 0 20 E O , 1 •r • v \ VtV • I ~ p BOTTOM OP WER GENERAL NOTE! 6
rO[EBAY t SL PES I 4s O.j Tw1E PEE COLLAR SWALL CONSTRUCTED N.C. ONE CALL: UTILITY LOCATOR LOCATOR SERVICE CL
. rvr BOTTOM - , mW mill I OF CLASS "B" 012 BETTER CONCRETE. i i
I ,ELI 5 , . ~ STORMWATER ~ SIDE WALL ALL REOUREMENTS Or- SECTION 840 3 PAYS BEFORE DIGGING GALL DIGGING CALL ORIGINAL ~-632-4949 ISSUE DATE: MAY 31, 2006
T! THRU POND SCALE, r • 50 N01212 U POND TIHE STANDARD SPECIFICATIONS SWALL Be TOLL FREE 1-600-632-4949 ` W01212 SECTION VIEW OBSERVED.
POND #1 SCALE l i" s 5' VERT. A ONE CALL SYSTEM FOR COMMUNITY AND JOB ' VERT. UNITY AND JOB SAFETY. PERMIT SET ISSUE DATE: OCT.26, 2006
{OTN WEIRS) err CAUTION rr CONSTRUCTION SET
" 0 60 120 STORMWATER POND #1 P 0 #1 PROFILE BOLTED TRASP PACK DETAIL r CONCRETE ANTI-SEEP LL IL THE UNDERGROUND UTILITIES SHOWN HAVE BEEN BASIN u2 LO( IN HAVE BEEN LOCATED ISSUE DATE:
FROM FIELD SURVEY INFORMATION AND EXISTING DR/ N'T'~' THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDO AND EXISTING DRAWINGS DRAWING NUMBER: THAT THE UNDERGROUND
/ i ~ ,••t" ~ I ~ I ~.'Ei`.x ~ rani i tr c.. F ~ ~rcea 7~ur n~ r~~ . SCALE I" - 60' NOt TO Soda UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTI I UTILITIES IN THE AREA, SURVEYOR FURTHER DOES
NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOM THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CEF d UTILITIES SHOWN ARE IN UGH HE DOES CERTIFY THAT
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM II AVAILABLE, THE SURVEYOR HAS NOT PHYSICALLY LOCA POSSIBLE FROM INFORMATION SP~l PHYSICALLY DATED THE
UNDERGROUND UTILITIES. ILITIE5.
s ~

( ~ ,~y ROAD REVISIONS
New ~a ~ PRE-BID SET POST BID Sir
~ lU 11.1 ~ + C~ ~ ~ Z ISSUE DATE ~ ISSUE DATE
. y, ' - 1' J J ~ DATE DESCRIPTION
I ~ r EXI TING PROPO ED DE CRIPTION ~ ~ ; t ' ' 1 , ~ ~ ~ \ ' I ~ ~
, 1 t ~ ! t - f - " , ~ ~ ~ j~^ ' r i ; i
j i I \ • . LIMITS OF DIST~~AI~E . _ ~ t I i _ t 1 I r- t ~ I i } < 1'71 t ' ~ j ` t I I ~f '1 ? I 4 ~ h
1 , ' s 'v I ~ ~ , ~ ~ t ~ I , I ~ f_` ~ . 550 CONTOUR LINE ~ , ~ r' , i ~ I , ~ " r' 1 / ` , 1 ~ ~ 1 'I ~ 'I ~ f 1 f I I , i 1 ! j I ~ i ~ I i -r~ , i _ _w.. Q' ~ . ? ~ rrr Gr.r,„ 7 I I i ~ , j , 1 ~~i4~~1 ~ ~ i ~ (t I , { 1 r ~ ~ ~ J~ T~ o" /
{ s I I f I ~ 1 ~ I / . wr I rrr 1 I ~ 'b l ~ j I `ln;'~ 1 I E i ~ C ~ Q' ~ ' ;cV.
i w. v ~ i f~z~ i ~ .59,65 f . \ , ~ ~ _ ,y ~ i ! , , ~ r f"'~Jy„_ 1 w~+. ~ j i i I `<<vt`i~ ` I; I I I ~ I~ l I ~ i ( ( i 1 , / - ! i'C'" ! r err Y'S . l ~ ~ 1 E ~ i } I ~ I I ~ //'~`~i . w / t+,~; ~ ~ ~ f 1 (i^; ~ / ! ( r;,Cl~`\\3+i, 1 t j t *"~r' v 1 I ~
SP©T ELEVATION ~ ' / , t\ W I ,t 1 1 ~ I } ' f~, . ! ` j l r I ~ I~' ~ t 1 / ~ - ~ I -~w..~..~..,.. _ ~
_ ~ ` 1 t \l,J~ t \ i I , ` .7 I lam'' ihr•„ STC}RM DRAIN ~PJRE ' ~ , ~ ~ 1 ~ ~ ~ J 1, `T . r r l ' , ~ 1 '4 o .r '•J ! I ' I f ~ , /li: iJ ~ f 'l.''I , I 1 ~ I ` I r i ~ l I' ~ C , i rn r 1 ( I j ~h / I i ~ / ~ 4, 7 t I , d
} \ , ~ ~ \ \ ~ ~ `s 1, r; ~ \ ~ _ 1 t i / ir'/r • ~ , i l C,.. ~ - _ / j i I ~ i ( I ! r i1, ~ rl~l I i ~ r , , r~ ~ r k ~ Q r ~ I - / f l f` l 1 I I r ( t~'~+..; j, i r / ` j 7 % , i ~ t ~ 7
/ 1- ~ , .,1"><1;")'^-- / i J 1 , .1~• `;:yam I~ STORM .DRAIN- INLET" ~ ~ , - r ~ r' 1 \ ~ ,
~ ~1 . ~ :J i ; f . ! , r ! ~ I i r i ~ ! K ~ ' ~ ' ~ r ~ r l ~ / , I' i` I/ J ; ( / a4 • .m / I j ~ ( ~ %;/i!(l, / / r % I f + r SWI~V'~ I^~~~^*!A1Y1 I f r g0
~ x ' ~ t ~t, ~.•r ~ _ l 5 t 'v r l~ I r
. ~ h. t . / ' ~ j _ fry. ~ , ! ( ? t \ I ^ VICINITY MAP 4 ~ ` - r' `l?1 ! ! { / , r ? / / / I MIT TO ALE MAP
' ~ ! w ' ~ • . / , ;y ( R / ~ ~ I 1 ~ ~ . , I ~ ~ d ( / ~ i/r r / / / 1 j ..fir 4 - ^ , .._M r SCALE
^ •'1 't ~ \ .,tiM . -,..,W... ' I ~^'Irl..t"Yi Y,'A~,, • f"1 r(Y i ~ i rt r fr) t1 ~ 1,
r , . _ ; l~ CIS 1~~~ S,.T Al~~. ~ f `'COY ~ ! r ~ i1'':.-,! , f / ' ~T Ali _ , _ i - /i r , / / i ~ ! l ~ I w.
s?" , wf
rr O ~ \ ~ ~ ~ :,J ~A ^ .d "'wy : _ ~ ~,J IAA ~ /"w • 1r TXJP~ V II+ , ~ .1" . w r iii/ri r` I, / i / ~ ! r~ j, t
~ r. 1 , / , ! At
~ ~ ~ ~ ~-a~ ~ ~ .,AREA--- f , . ~.n r e woo 3
' , ' :!WS , h,. J f'VG E•h11 V~ \ 't t . ~ ~ ~ ~ ~ ~ / . ' ~ r ~ ~ ~ 't ~ ~ r , o 4»
~ r I' / , r:.-~!' , r STQRM DRAIN ST~UCTU~2E TABI IRE TABLE
• , \ 1 }t .rfi t ww 1'wr't r,.:. ~ 1 ~rs,.,..^' Fir r.,,', r•. - ~~~v e..r ~ ~ , , , .
- % t r / i ~ ~ ~ N0, TYPE RIM EL, NO TYPE TYPE RIM EL, f i l l i l l 11%0
r ~ 't tt niwti, ~ MIr`~iwr' .~wo~r'ur~i~~irrri:'~ r'.'~.',,.:yw "-f- ~ , ~(1 I ~ ''l ; ~ ; , / + 01 l-IEADWALI. 27 TYPE B r'.'~"•,,. AY,fr' :,,,,Vir~rr° r:. .,r..~.,.:~.ilrt \,~wr~, (,.M.~ .rr~lr t '7,r t B 549.00
f ,t ~ ` fir ~I ti. \ c° I { I I ` ~'t t r % , ~ i ~ A . ~ I I, I ~ ~ ~ ,j, <; , ; ; / ~ 02 DWALL 2$ TYPE C C 548.50
j ~ \ I / . ~ ) / , tit t ~ / / : f / ! / % / r RI RISER 29 TYPE C C 548.50
r / r / i r ~r ' / / ~ r" / ' f j % r r l•' r . NHsr v:.v„4•.vvv.Jv,. ....Cwv;nvs4'w.w. ,nv;AeY;:x h rrrm.:vw~ vS.~ ' r ! / w ~.wp,^ .GwN:, yv:,w....v,.rv .um;' w},w..vv ++,++,,.Cdr , v:,xv, . . . , v ; . v ~ , , I, ~ ~ ~ ~ R2 RISER T P rt 30 Y E C ~~,..~~•M. ,.mom:;,.., .,•v' .:;.a.,, ~ ,.a..~:4\•. , ~.t , ~ I ( / jr;r',()(, r< r/ / ` C 549.50 o\
~ ~ v~ ' ' \ \ , , ` 1 I , , , ; ' I IrEADWALL 31 TYPE B B 549.00 tJ 0
/ r i ( , I \ ! \ . ~ ~ 51; r , 5~ 0 ` I I 2 TYPE C 536.00 32 TYPE C C 549.50
_ J _m.., r~ l ! ~ / / i ~ ri ~ I f ~ ~ r' / f~ r r "~^"i~ w I~t~.~l~fININ '..i 1 1 1 ~ t, ~ ~ t. \t t r 1 ' ~ r r' i / r' ; ~ W,P, ~ 5`~.0~ , ~ } ~ r i i 3 TYPE C 536,00 TYP 8 ; G,., ; B 552.20 l c Cd
t / ~ ~ ~ _ _ .~VALC h,. A ' y , , ~ , t , : v": , ~ ~ r 60~ ' I ~ ! ' ~ ; ~ ~ % 4 TYPE B 535,50 34 TYPE B _ rv i. i , r , B 552.20 (D O
i / ~ ~ f . / t ~ ~ / f~, "-r. ~ ~ ~ ~ ~ ~ i t , I / / ~ +,J % r / I j/ e , ~ r / } _ ~ l l + ~ , I I f ~ 1 r rr ~ •^..Mv I ~ ~ / ~ - 5 TYPE B 535,50 35 TYPE B B 552,00 u. c O
' ~ i , ~ , .3 ~ s ~ ; j 1 ~ ~ ~ \ ~ . 4.. , . ~ ~ ~ ~ / 6 TYPE B 526.50 36 TYPE B 560 ' ~ ~ ~x w B 555.10 5 't
/ , ..~1a" ,~j 2 t r ~i i I I r~ I ti , ~ ~ , ~ 561, INTER I'TT ~ t I ) I , f ~ ( a r 5 0 . \ + 5" ,55 c~;, a _i ~ I ~ r' ~ ( - T TYPE B 526,50 37 TYPE B \ ro+•M,'.w:aa!•,+':xaa:xwb,W/M: •xw'anuxvmr weaupe~"n 'a~„~a'MSwn \ ~ \ \ \ 3 l f'1 N ( I i ,xgvu• aaaa+++xwwv+ ww++w•a•Fx••uvn:+•:mvm.,xxcX:;,;;r;: ~rw, B 556.70 0
~ ~F y ~ ' IJNi , QR TII i ' i 1 I , ~ ; ~ \ $ TYPE C 52$,00 38 TYPE A A 559.00 pq (f)
, i fr r/ . r' / ;i''• , ~y.\.f ~ r% ~ } ter.-'~::::. Y 1 I . / / (7 I I `'.,1~ ~ / f Il ~ry''l~ E r• T E~ 1 1 / ~ / ( ~ / i / . i f ~ r ~ ~ ~ ~ t 1 r 1 I , I A ' i i` r i 1. ; r ! ~ ~ ~ ~ ~3~ i I - ~ 9 MAf~-TOLE 534,00 39 WEADWALL WALL Z Z CV
t ~ ~ \ ~ ~ } \ \ , i I , ; } ttt , I 1 ( ~ i 1Q TYPE C 535,50 40 MANHOLE HOLE 559.50 = 0
' - ~ -IN~,E~ TTENTr , ~ / . ~ , , i ~ c , I , E ,i f (n I' ~~(J Ar r r,j~ r ~ i ~ 'v A V A ~t l I~s ~t A ~ d'~ ~ 1 i t t f r i r 51.05 .C~ , _ ' 5~ .55~ 5 ~ I ~ / v , I, , , E I l II TYPE B 537.50 41 MANHOLE >i k HOLE 560.00 ,-O U) ~
% rr /J ~ 41,~MPaSw'~ .'~"1NT , r' % 1 1 f t ; i \ Ali i t ~ ~ ~ ; ~ ~ ~ , t , (2 TYPE 8 535,50 42 WEADWALL , 5. ~ 50,Oa , , 1 A , 1 ~ ~ , i i r' ~ , r' DWALL " N
i ; , r ".'-ti`" _ f i ,v v \ r~.> t ~ t ~ ~ i l (,J? , ~ I t jl l , . . ~ i , I `t t ~ , ~ . 1 \ \ \ ' , , ~ , I~y , / 13 TYPE C 535,50 43 TYPE A A 558.50 0\ r
.-.M. ~ , ' ) ~ ` ~ I ~ ~ ~ ~ I, I \ 4;9 , / ; I ! ! ~ / ~ 14 TYPE C 534,50 44 TYPE B } ~ yy I ~ I I r / t/ I 1 ~ v A _ , r / ~ ~ , B 559.50 0 c sz, B 559.60 CV N
~ } f, , I ~ 1 ~ r ~ ~ 15 TYPE 8 534,10 45 TYPE 8
.i , ~ / ec~7 Fj1 / ~ ti ~ T,~ \ t°~\ ~ i l I G i fi ~ ~ ;Ir ~ \ ~ ~ 16 TYPE B 534,10 46 TYPE B ' I I \ \ ~ r ~ / / ~ ~ A v i B 559.30
r ~7..f'SI Y4Y ~c.~-'' ~ std \ • / 4 y,,, ~ ~ . •1 i + t , ~ ~ i ~ i I I f 1 7 tt 1 t T ~ 49,3 ! i ~ I ~ i5~.05'' ~ ` , 0.0 _ I . i 17 TYPE C 54 ,OO 47 TYPE B ~ ~ 9.5 ~ - , ~ { . W B 559.30
1 II ~ 1 ; ~ry ' ~ - , . i ! ,r ,r.,l~ / ~ / ~ / ~ I$ TYPE C 544,00 48 TYPE ~ ~ 1 B 557.50
(may, - - ` ,\t r ~ , ' r { l } tt 1 f ~ i ~ r r' + 7 I~ I`• h.,,. . / W ~ t 1 Y W v r 7 ~ ~ ~ ( f ~l j I r i I { , W $.95 ~ 6.$ 58~ 528 ~ , I , . ~ i' , r 19 TYPE C 5 00 49 TYPE E B 559.50
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/ f, 50.05 , i t ,a, ,0 / ~ •4, ~ 22 TYPE B 548,50 52 TYPE B 559.16 1605 CURTIS BRIDGE LOAD
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SEE ROADWAY PLANS BY - - - 560- PROVIDENCE ROAD (NC HIGHWAY 16) W
KUBIUNS FOR DETAILED DESIGN i U~
INFORMATION OF NC HWY 16
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STORM DRAIN WIPE TABLE GRADING 8 DRAINAGE NOTES Z
PIPE INVERT ELEV. PIPE ~ INVERT ELEV. PIPE INVERT ES PIS SIZE TYPE LENGT SLOPE DOWN UP p~~ PIPE werzr eLev. ~ O
SIZE TYPE LENGTH SLOPE DOWN UP SIZE TYPE LENGTH SLOPE DOWN OI TO RI 24" RCP 149' 10,0S 685.10 700.00 18 TO 19 36' RCP 106' 0.508 533.21 533.74 36 TO 37 15' RCP DI' 1,008 551.35 553 )OWN UP I. ALL EXISTING STRUCTURES, I.AVLE;3S OTHERWISE NOTED TO REMAIN, FENCING, TREES, E ETC„ WITHIN CONSTRUCTION 0!~; 9
i~.35 553.06 SHALL BE REMOVED E DISPOSED OF OFF SITE. ANY BINNING ON SITE SHALL BE SUBJECT TO LOCAL ORDINANCES E LOWE'S SPECIFICATIONS. Z
70 2 60' RCP 75' 2.00R 514.00 515.50 19 70 20 30" RCP 62' 0.508 533.84 534.15 37 TO 38 15' RCP 179' LOOS 553.16 554 53.16 554.95 2, ALL DRAINAGE STRUCTURES SHALL BE PRE-CAST
2 TO 3 60' RCP 193' 0.508 515.60 516.57 20 TO 21 30" RCP 46' 0.50% 536.15 536.38 9 TO 40 24' RCP 194' LIIS 530.00 532 30.00 532.16 3. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING AND ~
3 TO 4 60' RCP 122' 0.50% 516,67 517.28 21 TO 22 24' RCP 76' 0.505 536.48 536.66 40 TO 41 24" RCP 123' 2.501 532.26 535 32.26 535.34 BE INSTALLED ACCORDINGLY. D WX<
4 TO 5 15' RCP 20' 0.25% 521.13 521.18 22 TO 23 24' RCP 72' 0,508 536.96 537.32 41 TO RI 24' QCP 182' 8,008 535.44 55C 35.44 550,00 4. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN < 3: <
4 TO 6 48" RCP 147' 0.50% 517.38 518,12 21 70 24 24' RCP 78' 1.008 543.72 544,50 42 TO 43 36" RCP 29' 4.008 550.00 551.1 50.00 551.16 RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE
6 70 7 15' RCP 32' 1.00% 521.53 521.85 10 TO 25 36' RCP 152' 3.008 530.05 534.61 43 TO 4 24' RCP 303' 0.50% 551.26 552 11.26 55278 ALL UTILITIES PRIOR TO GRADING. START, ***CAUTION DI 0
6 TO 8 48" RCP 98' 1.008 518,22 519,20 25 70 26 30" RCP 78' 1.00R 534J1 535.49 44 TO 4 24" RCS 109' 0.508 552.68 553 12.68 553.23 5. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASU2ES NAVE BEEN INSTALLED. AFTER PERMITS HAVE BEEN OBTAINED S EROSION CONTROL MEASURES INSTALLED, N.C. ONE CALL: UTILITY LOCATOR SERVICE
8 TO 9 48" RCP 51' 1.00R 519.30 819,8 26 TO 27 30" RCP 20' 0,50% 540.49 540.59 45 TO 46 15' RCP 45' 0.50% 555.16 555 i5.16 555.38 6. THE CONTRACTOR SHALL GRADE BUILDING PAD, GARDEN CENTER E APRONS TO O" - 1/2" OF SUBGRADE AS PER
9 TO IO 48' RCP 99' 1.00t 519.91 520.90 27 70 28 30" RCP 17' 0.50% 540.69 540J8 46 TO 47 15' RCP 32' 1.00% 555.48 555 55.48 555.80 SECTION 02300. DIVISION 2 OF LOWE'S STANDARD SITE SPECIFICATIONS. ~ 3 DAYS BEFORE DIGGING CALL ORIGINAL
10 TO 11 48" RCP 39' LOOS 521.00 521.39 28 TO 29 30` RCP 144' 0.508 540.88 541.60 43 TO 52 18 RCP 203' 1.00A 55227 554 12.27 554.30 7. IMMEDIATELY APPLY E COMPACT STOP BASE FOR BUILDING PAD 70 i/2' OF EXCAVATING INTERIOR E I TOLL FREE 1-800-632-4949 ISSUE DATE: MAY 31, 2006
II TO 12 24' RCP 34' 1.008 528.52 528.86 29 TO 30 30' RCP 134' 0.508 541.70 542.37 52 TO 53 15" RCP 150' 1,00$ 554.40 555 54.40 555.90 PERIMETER FOOTINGS. A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY. PERMIT SET
12 TO 13 24' RCP 45' 0258 528.96 529.07 30 TO 31 15' RCP 16' 1,00% 544.38 544.54 46 TO 4 15" RCP 130' 0.505 553.60 554 53.60 554.25 S. FRENCH DRAIN SHALL BE INSTALLED IF DIRECTED BY THE GEOTECHNICAI ENGINEER OR AS SHOWN ON PLANS. ISSUE DATE: OCT 76, 2005
13 TO 14 24" RCP 190' 0.255 529.17 529.65 30 TO 3 30" RCP 109' 0.50E 542.47 543.02 49 TO 4 15' RCP 112' 0.50% 553.33 553 13.33 553.89 9• GENERAL CONTRACTOR SHALL PROVIDE 2' X 2' X 6" THICK CONCRETE APRON AT ALL CLEANOUTS OUTSIDE OF cAunon CONSTRUCt10N SET
14 TO 15 24' RCP 35' 0.255 529.75 529.84 32 70 33 24' RCP 83' 0.50E 543.12 543.54 49 TO 5 15" RCP 95' 0.508 553.99 554 i3.99 554.47 BUILDING. THE uxoeaexounu ununes SHOWN HAVE eetro LOCATED 10. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH DIVISION 2 OF LOWE'S STANDARD SITE FROM FIELD sunver INFORMATION AND EXISTING DRAWINGS. ISSUE DATE:
15 TO 16 24" RCP 24' 0358 529.94 530.00 33 TO 34 15' POP 33' 0.508 54754 547.71 50 TO 51 15' RCP 170' 0.508 554.58 555. 14.58 555.43 SPECIFICATIONS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND DRAWING NUMBER: 60 J 120
II 70 17 36" RCP 274' 4.008 521.49 532,45 34 TO 35 15' RCP 19' 1,00% 547.81 548.00 EITHER M ~R CE gt~ABANppN ~[pSTN AJR nYEYOR NN7HEREDOE$ O GO II, ALL ROOF DRAINS TO BUILDING SHALL END 5' OUTSIDE THE BUILDING LIMITS AS SHOWN ON PLAN AND SNAL_ NOT wutauiT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN l~l BE PROVIDED WITH A TEMPORARY PLUG AT THE END. ni"ev , iaa~°ns INDICATED, nn °r` as reLcDOEFROM ~nnai rJ SP"'2
17 TO 18 36' IdCP 112' 0.50$ 532.55 533.11 134 TO 36 15- RCP 86' 4.008 547.81 551.25 AVAILABLE, THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE SCALE I" a NLEr.r..r"60'
UNDERGROUND U1ILITES.
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REVISIONS
GRADING ~ DRAINAGE NOTE; "Ew'°~ a~~° ti < PRE-BID SET POST BID SET / ISSUE DATE (..3 ISSUE DATE
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1 ; 1 J J i' , I. ALL EXISTING STRUCTl~2ES, Uf~LESS OT#-IERWISE NOTED 70 (2EMAIN, FENCING. TREES, E ETC., WITHIN CONSTRUCTION SHALL BE 12EMOVED E ti~ DATE DESCRIPTION
! j !I DISPOSED OF OFF SITE. ANY BURNING ON SITE SHALL BE Sl~.1EC? TO LOCAL ORDINANCES $ LOWE'S SPECIFICATIONS. ~~y
j- i, 2. ALL DRAINAGE ST2UCTU2ES SHALL BE PRE-CAST
~ t j , 3. ALL DRAINAGE STRUCTURES AND STOf~M SEWER PIPES SNAIL MEET HEAVY DU7Y TRAFFIC (I-120) LOADING AND BE INSTALLED ACCORDINGL
4. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO o1" 9¢ 5. SI EAGRADINGCON~TRANOT PROCEED~UNTL EROSION CONTRO~ M AS RES HAVELE3EENEINSTAL ED.~TAFTERIPERMITS HAVEGBEENROBTAINED E ~°e°`~ 9A~ SITE J~~~o EROSION CONTROL MEASLES INSTALL~A, y ~ kQ`~p
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6. THE CON RACT02 SNAIL GRADE BUILDING PAD, GARDEN CENTER E APRONS TO O" - I/2" OF SUB6RADE AS PER SECTION 02300, DIVISION
v i ~ ! ' ~ , ~ ~ r l ! .a t r ~ i ( ~ f ~1, ~ t l ' j t/ I. , ' f 2 OF LOWE'S STANDARD SITE SPECIFICATIONS. ~`J~
7. IMMEDIATELY APPLY E COMPACT STONE BASE FOR BUILDING PAD TO I/2' OF EXCAVATING WTERIOR E PERIMETER FOOTINGS. ~P~~~ ~~yo
i r ~ ~ r ! . i 8. FRENCH DRAIN SHALL BE INSTALLED IF DIRECTED BY THE GEOTECHNICA~ ENGINEER OR AS SHOWN ON PLANS.
! ~ , , r =J ~ ~j ;,J ~ 1 I ~ 9. GENERAL CONTRACTOR SHALL PROVIDE. 2' X 2' X 6' THICK CONCRETE APRON AT ALL CLEANOUTS OUTSIDE OF BUILDING. e\NEOpO
r . I ~~"M r I ~~I~+rr ~ ~M r i~ J t . / t ~ r r _ - / 10. AlL WORK SI-IALL ~ DONE IN STRICT ACCORDANCE WITH DIVISION 2 OF LOWE'S STANDARD SITE SPECIFICATiUNS. R II. ALL ROOF DRAINS TO BUILDING SHALL END 5' OUTSIDE THE BUILDING LIMITS AS SHOWN ON PLAN AND SHALL BE PROVIDED WITH A
r ! ~ I II ti d r i ! 1 f ! I j~ f / i t rf i TEMPORARY PLUG AT THE END.
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P _ , . EE ROADWAY LANS EY-- PONDSCAPING SEQUENCE 0
DE w lU KUBILINS FOR DETAILED SIGN INFORMATION OF NC NWY 16 I
I. TEMPORARY STABILIZATION OF ALL
DISTURBED AREAS 70 BE PERFORMED z
~ ? I na h- 1-- WITHIN 72 NOl&2S OF FINAL GRADE. o i
2. THE AQUATIC PLANTING WINDOW IS PROM APRIL i TO JUNE 15.
3. RECONFIRM PLANTING ELEVATIONS ONE Z
WEEK PRIOR TO PLANTING. awmalmmm
4. THE PLANTING PLAN SHOULD BE REVISED Q w X
1 AS NECESSARY, AND THE SITE SHOULD BE
STAKED AND FLAGGED.
L EGEND 5. DE-WATER THE WETLANDS 24 HOURS PRIOR ***CAUTION*** (Y ozz <
I ~ TO PLANTING 6. PLANT WETLAND. N.C. ONE CALL: UTILITY LOCATOR SERVICE
EXI TING PROPOSED DES IPTION 7. MULCH AND WATER STOCK AS NEEDED.
8. INSPECT LANDSCAPE TWICE PER YEAR. 3 DAYS BEFORE DIGGING CALL ORIGINAL
LIMITS OF DISTURBANCE 9. REINFORCE PLANTING AT END OF FIRST TOIL FREE 1-800-632-4949 ISSUE DATE: MAY 31, 2006
550 CONTOUR LINE AND SECOND GROWING SEASON. PERMIT SET
10. RESTRICT MOWING TO DESIGNATED AREAS. A ONE CALL SYSTEM FOR COMMUNITY AND J08 SAFETY. ISSUE DATE: OCT26,2006
59.65 SPOT ELEVATION Il. SUPRESS WEEDS, AND VINES ON TREES AND CONSTRUCTION SET
SHRUBS DURING YEARS 2 AND 3. CAUTION THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED ISSUE DATE:
-T:- STORM DRAIN PIPE - FROM FELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR HAKES NO GUARANTEE THAT THE UNDERGROUND DRAWING NUMBER:
UTILITIES SHOWN COMPRISE ALL SUCH U71UllE3 IN THE AREA O 60 EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES ~A NOT WARRANT THAT THE UNDERGROUND UTILITIES 9NOYM ARE IN 60 120
C..,1 STORM DRAIN INLET THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT
THEY ARE LOCATED INFORMATION SCALE TNE POSSIBLE SURVEYOR HA$ N0T PXYSICRLLY LOCATED THE aLE I" - 60' SP~2A
UNDERGROUND V71UTE5.