20061436 Ver 1_Site Plan_20070404

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Z GOADING ~ Df~AINAGE NOTES
J .J REVISIOdDA PRE-BID SET POISSUE DATE ~ ISSDATE DESCRI1/24 In7 ® EVISION #1 UNTY PUB1/29/07 ® EVISION #2 TO UNION
Z I. ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TO 12EMAIN, FENCING, TREES, ~ ETC., WITHIN CONSTRUCTION SHALL BE f2EMOVED ~
~ ~ DISPOSED OF OFF SITE. ANY BUf2NING ON SITE SHALL BE SUBJECT TO LOCAL Of2DINANCES ~ LOWE'S SPECIFICATIONS.
2. ALL Df2AINAGE STRUCTUf2ES SHALL BE PI2E-CAST
BENONMARK 3. ALL DRAINAGE STRUCTUf2ES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY Tf2AFFIC (N20) LOADING AND BE INSTALLED ACCOf2DINGL
RR SPIKE IN PALE 4. GENEQAL CONTf2ACT02 SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOf2 TO
~ ~ ELEVATIQN 5 36.56 EXCAVATION. CONTf2ACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PI210R TO GRADING STAf2T. Z OUNTY PUBLIC WORKS
1 ~ ` ~r~ . ~ ' - ` ~ i ' i ~ ~ ~ i ~i 5. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONT2OL MEASURES HAVE BEEN INSTALLED. AFTER PERMITS HAVE BEEN OBTAINED E EROSION CONTf20L MEASUf2ES INSTALLED, 2/02/07 EVISION #3 TO UNION 1-- p OUNTY PUBLIC WORKS
' _ \ , , 6. THE CONTRACT02 SHALL G2ADE BUILDING PAD, GARDEN CENTE(2 ~ APRONS TO O" I/2" OF o a 3/07/07 ®"wS,AW TOWN
Y.~ i ~ ~ / I.;r ~ ~ y I . 2 OF LOWE'S STANDAf2D SITE SPECIFICATIONS. - SUBGRADE AS PER SECTION 02300, DIVISION z
.r.,, A I i ~p ~ c, ""'i 1~+w ' i/ 7. IMM~DIAT~LY APPLY ~ CpMPAGT ~TpNE BASE FOB BUIL~IN~ PAD TO I/2" 2 SITE SITE:::->`
i i. y. fir' 8, F2ENCN DRAIN SHALL BE INSTALLED IF DIRECTED BY THE GEOTECNNICAL ENGINO ER OR vASiNSNOWN~ON PLANS.IMETER FOOTINGS. i
i r'. i i ~ ~ ~ '~MIIIMI~ ~ ~ ~ III j 9. GENERAL CONT2ACTOR SHALL PROVIDE 2' X 2' X 6" TI-TICK CONCRETE APf20N AT ALL CLEANOUTS OUTSIDE OF BUILDING.
i . ~ , s 10. ALL WOf2K SHALL BE DONE IN STRICT ACCORDANCE WITH DIVISION 2 OF LOWE'S STANDARD SITE SPECIFICATIONS. N. C. HIGHWAY 16 A.K.A. PR VID PR VID ROAD
. ~ , r - . v i ~ ~ E Ii. ALL f200F DRAINS TO BUILDING SHALL END 5" OUTSIDE THE BUILDING LIMITS AS SHOWN ON PLAN AND SHALL BE Pf20VIDED WITH A ~ oQ
' ~ ~ i i ~ . I 1 ~ i \a" ~ . i ~y ~ i r i ~ TEMPORARY PLUG AT THE END. o ~
~ ~ l 1 - . , , ~ ~ , , i i ~ 4 m °a O CD p
" ~ ~ ~ ~ . S SEE C? DWAY LAN B >Q m ~ Y ~ d
% , . . KU~ILi S TRAN ~ i~ N SP T OR ATION E GROU IN t~.9
i P, 0. FQ R DETAILED ~ ~ l VICINITY MAP MAP •
i DESIGN INFORM T , „ . . ~ , ; A ION OF N,C. , , . , ,u, ~ r 1 NWY 6 NOTE ~ CONTf2ACTOR SHALL NOT TO SCALE SCALE
, , NOT PLACE ANY FILL IN THE
, . ~ , EXISTING FARM POND EXCEPT
1~ f ~ ^~V ` FOR IN THE HATCHED AREA •90 Ssloes •~i~ ~'dyc
1 .t1 r ~ rO~'\ SHOWN ON THE PLANS. PIv~O.J~CT LOCATION to .0
NP, t ~ ~ APPkOXIMATE LATITUDE 34°57 of THE WEST Fo~K APPf20XIMATE LONGITUDE ~ 8p° ~ ~ " . 4~1 SL~PE~~-.... OF TWELVE MILE ® SEAL
'd~ ~t j ~ ~ ~t ~ 5~7, ~ i.. b ii ~ ~ ~ ~ , • S~20~_ UNNAMED TRIBUTAf2Y 34°57' 24"N 032-313 ,
.~-'----LIMITS ~ , 0 ~ ~ ~ IT 80045' 27"W v
, ~ D S URBANCE / O ~ ~ 38 ACRES ~ CREEK ` ~ Ale \A`
i € ~ J J ' ~ NEW , 6'X6' 'f21SER ~
' ~ ! - I 1 I ~ sOL a wATCN aENOTE A t' S REA ; AND 56LF OF, 36~ ~
B ~ OF EXISTING POND TO ~ E R.C.P. m I.OR ' i `
, . : ILLEa t2,42O SFi 0.06 A) , i ; r / ~ , SLOPE' ' MINIMUNt 35LF ~ / C.5
i ; x~:~ ~ ~ NATCNING DENOTES EXTEK~T • - rv - VEGETATED STRIP / z
~ ' ~i~ - i OF EXISTIN F t ~ ARM Pa~v~. ; ~ ~ XI TI i . - AT. OUTFACE / ~ ra ~
. , ~ S NG PERMANENT ; i V 1 / ~ , ~ ~ ~ ~ A - - ELEV ~ , , ; : W TER r.r G , , aN ~ .0 • 21R- RAP ~ ~ t, , . ' APRON ' \D
- I - u ~ ~ , r , i - 1 ~ ~ A NELE 0`
- d ~ i r. - - > ~ _ . _ 1 L ~J T 6, ~ ~ OPE (SEE 4rl SLOPE ON ~ ! ` FACE OF;, NEW% _ , _ (D LL ~ c:
. , v.. P.L `NT N - L~ , . s - ~ A I G , D TAI . . , ~ , . DAM \
" STC . . STORMWATER POND u2 ~ - :D Q °q
. ,R. ~ i , l . , , , . / i i' ,,,,.r+~ PERMANENT POOL EL. - 518.0 - ` N , <C a~ LO o U c~
t ~ r, ~j . l ~yX ~ , . , BOTTOM EL. - 514.0 ~n _ ~ ~ ~
/ ~f . 4 , r ~1 ~ ~ o ~ RECONSr~aucr ExisriN~ ~ATCNING DENOTES` _ cz _c
r .L' , ~ ~ , ~ , , i, ~ - . j' DAM - NO FILL... TO BE ~LOO~ ,ZONE A ~
..,,,`y . ~ ,S y 1 / B! f i _ n, ..w.,~.. n / ~ i , J` ~i" TyICK ~ PLACED _WITNIN _ EXISTING ~BEONC BARK 3 N U)
. ~ i > ~ l ~ I .,Ilf i / ~ , i „ ~ , i f r ~ f ~ . ~ 1 ~ . - PC3N~ ~ -POND LIMiITS ~ ~ ~ ~ ~ P ,
, } ~ . ~ , , . VE. ~ ~ ~ . i ~ - pRIVE =502VATION
. . , ~ tt. 1 r; , AL w. . / . ' ` i 1. 7~ { CIS 1y[ v- V ~ ~i ~ ~ ~rySTACL ,4Q~-LF ~F -.EMERC3ENCY SP..ILLWAY TO PASS ,mot ~ 0
r 5"C t . , ; , . , ~ , ~ ; DIVERS . , ~ . ~ J3 - - t ~ 25 ~ 1~0=Y , `STORM EVENT: INSTALL SPILLWAY, AT
o , - ~ „r, ' r...p ..D I - , ' ~ - 521 0 UTILIZIE A RiP 'RAP APRON, LINING ui w
r ~ ~ RUNOFF . ~ r - , , 'e ~ , .e. , .CSPILLWAY BOTTOM WITy X> GEOTEXTILE'. FABRIC. 3~1 -SLOF~E IN' (po=9". D~=9~; .7;WICKNESS `.14 i 2 MAIN PG)ND. _ \ uJ
. _ ARDS - - „ ~..r~ , , ~ - , ~ - [~S 2 y._. , i „ ~ liv l ~ ; . ~ is :;,~`ETA.ININ ~ INLET . ~ , . lit
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. i ~ ~ ~ f t~ , . < ~ . , - , ~ a .,w ti~ ~ ~~Gt LOWE'S HOME CENTERS INC.
~ ~ ~ i b.. rr~~ ~;.,1 ~y . .r. , i u. - . .7 lJ i ; , ~ ~ 1 r
Ii ~ ` ~ ~ - , i ~ ~ ~ ~ 1605 CURTIS BRIDGE ROAD
1.... ~ ~ I- k~, ~ .w~ i ~ , i;; ~ li f. . FQJ2EBLaY N. WILKESBORO, NC 28697
- ~.,r. C i~, _ E . , , ,p.;. - , ~ PERMANENT POOL .'~L..- 5i8.0. ~ ~ ' 336.658.4000 (V) 336.658.3257 (F)
v.. I ~ I . ~ w.., BOT~'OM EL. ~...514.Q ~ ~ i r ~ p
AINA~ a~ - ~ , . ~ ~ ..v {I NCJT~ 'c 0,... 2~~ 5L'OP~ IN THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS. INC. ANY USE OR REPRODUCTION
w., I SEMENT _ , _ ~ I ~I; , ; T 3~~ ~ POREBAY IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'$ HOME
. , , ~ Y - , . s~oPe ~ -~RiP .~aP , ~ SSE STO~MDf~AIN PRO~IL~S F A CENTERS, INC. COPYRIGHT 2004 ALL RIGHTS RESERVED
. N,P, 4 - - , 9,25 , . , aPQOrv ,
~ ~ ~ . , ~ . ~ I r ~I ~ , s FOP _ s
} , ~.f,~ t I "~P~ ~ PIPE L~NGTNS AND SLOPES, 53 ,5 INV~(~T ELEVATIONS, (AIM
~ ~ ' ~ ; ~ _ ~ - ' . A
. 1 , 'h j i , ~/.~y , T , 1~O~4J - , . . A DE . .
,T~F `P , ~ ~ , , . O PIS, P ~ ; U , OSED ~ ; . , a ~ CJs ELEVATIONS, FLOW (2ATES~ Af A ~ ~2 ~ ALONGIPONDO~WIDTN FLOW VL~LOCITII~S
OAI~WAI~; 'BRA E A ! , Q S S , ~ ~ ~ r I t ~ , I ~ i ~ i ~ IN ~~AT~ ~ AND
. ~ ,t~N PLAN ~ BY - K 8 LIB . ~ ~ ~ ~ , ~ sr
5 , , ~ , , , . , TRANSPORTATION. ; G I ~
i ' i . ~ 4 . ~t~ROU~~ "INC. - ~ ~ I ~ sr . , . , POND
. ~ r ~ ~ ; . , . 31 ` ~ TOP
r \ 3 ~'1~ ~ , ~ i ~ ri / ~ ~ SO v f ~ ~ Ali J / ' ~ STORM
/ ~ ~ ' ~ I\ i ~ i \ WATER WET STORM WATER
i i i f ~..r ~ 1 . ` r 3-I i I~ STORAGE . r PONDS #I ~ #2
~ SLOPE I E ~ S7 , , ~'i ~ ~ i { - ~ I , ~ I i.l ~ ~ ~ i ~
- i. . i ~
- . ; I~~ r ~;,,d~ i ~ ';i o :ee :••-o..e PLANTINGS ¦
„y i 0 11 io ::ooo.oe.ooo ..voo....e>o
1 ~Jv . a..voo.< ••~••••••SYMBOL SCIENTIFIC NAME COMMON NAME SPACI LIMITS OF SAUI2URUS 36" IE SPACING
DISTURBANCES ~JJJ~ LIZA2D'S TAIL 36"
38 ACRES PEf2MANENT CEQNUUS APAI2 ~3I POOL PELTANDRA APART
30
_ SLOPE SLOPE 100 SF 36"
CLUSTER VIRGINICA ARROW 36° ARUM APAR" APART
OF SGRPUS SOFTSTEM 36" 36" 'Q v
WETLANDS VALIDUS BULRUSH APAR POND APART z
SPECIES
PLANTINGS BOTTOM 0 w
SEE ROADWAY PLANS BY CY w
N
Z Z KUBILINS TRANSPOf2TATIO J ~ GROUP, INC. FOR. DETAILED \ \ PONDSCAPING SEQUENCE V u- cy Z
-r = DWSIG 6 INFORMATION OF N.C - . v
pENCE v I. TEMPORARY STABILIZATION OF ALL NOTE TOTAL SITE
- - DISTURBED AREAS TO BE PERFORMED IMPERVIOUS RATIO IS m Z
~ POINT OF COMMENCEMENT P04D WITHIN 72 HOURS OF FINAL GRADE, ASSUMED TO BE 90% FOR
CONTROL POINT ~ N/G 2. THE AQUATIC PLANTING WINDOW IS FROM ST012MWATER DESIGN.
NCDOT MONUMENT 8-4246-I N~G APRIL I TO JUNE 15. 0 0 09
GRID N02TN: 135,289.647 METERS (NAp83) GRID EAST' 449,088.132 METERS (NAD83) ry Y 16) ~ r\ ~~3. RECONFIRM PLANTING ELEVATIONS ONE WEEK PRIOR TO PLANTING. z
LATITUDE: 34°57'24.415" N027N 4. THE PLANTING PLAN SHOULD BE REVISED
~ LONGITUDES 080045'27,652" WEST AS NECESSARY, AND THE SITE SHOULD BE Q
CONVERGENCE, -1°00'52" LEGEND STAKED AND FLAGGED. DE-VV 5 TO PLANTING WETLANDS 24 HOURS PRIOR ***CAUTION***
COMBINED SCALE FACTORS 0.99985904 I ; i ;I}
EXI TING PROPOSED DESCRIPTION x / w CY 0 <
'TION ;Y 6. PLANT WETLAND. ` 7. MULCH AND WATER STOCK, AS NEEDED. N.C. ONE CALL: UTILITY LOCATOR SERVICE
LIMITS OF DISTI.+RB 550 CONTOUR LINE DISTI+RBANCE 8. INSPECT LANDSCAPE TWICE PER YEAR. 3 DAYS BEFORE DIGGING CALL
9. REINFORCE PLANTING AT END OF FIRST TOLL FREE 1-800-632-4949 i
JR LINE AND SECOND GROWING SEASON. ORIGINAL ISSUE DATE: MAY 31, 2006
59.65 • SPOT ELEVATIO - STORM DRAIN P 10, RESTRICT MOWING TO DESIGNATED AREAS. A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY. PERMIT SET
:LEVATION 11• SUPQESS WEEDS, AND VINES ON TREES AND ISSUE DATE: OCT 26, 2006
SHRUBS DURING YEARS 2 AND 3. CAUTION DRAIN PIPE " CONSTRUCTION SET
THE UNDERGROUND UTILITIES SHOWN HAS BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. ISSUE DATE:
~ ~ ~O STORM DRAIN IN THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND DRAIN INLET UTILITIES sNOVm COMPRISE ALL SUCH UTILITIES IN THE AREA, Q 60 DRAWING NUMBER:
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES J NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN 60 ~l 60 120
- THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION G
AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE SCALE I ~ v UNDERGROUND UTILITIES. I" - 60' SPm2A
- -