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Home My WebLink About20061214 Ver 2_Site Plan_20071001~ ~ \ ~ ~ ~ ~ ~1 1 I~' 1 1 I I ~ ~ ` ` t ~ - - I 1 1 \ re ~ \ I I I I I I ~ \ I 1 I I \ ~ F~ I I 1 ,II 1 1 r ~ 1 1 I ~ ~ - I I I I i I r' 1 1 1 90 31, ~ ~ f/ Ir I 1 1 1 I / ~ \ ~ _ / / IIII 1 1 ~ 1 I ~ ~ I 1 1 I.I \ - / ~ ~ I I I I I I ~ I ~ I » I I I ~l ~ 1 r 1 1~ I I 1 . ~ ~ l 1, ~ 1 ,1 1 E I I 1 \ , -hn_ - a3 1. ALL CONSTRUCTION SHALL IN A R N G , y~ ~ BE CCO DA CE I r ;DANCE WITH THE TOWN OF HOLLY SPRINGS ~ ~ \ ~ ~ 1 \ I ~ \ i ~ \ 1 \ I / , Ed.EV. 375.40 3s5 - / i.. I I f / 1 r I I / RE H T \ I I I fl / 1 i I- I I I 1 , ~~.~.,vM. STANDARD SPECIFICATIONS AND DETAILS LATE.. I , r- , •,.M1 \ ~ , ~ ~ 1 I ~ 2. BOUNDARY INFORMATION IS BASED ON SURVEY I I (LATEST REVISION). SURVEY BY WITHERS & RAVENEL. \ \ ~ \ \ ~ 1 1 I ~ ~ \ \ ~ 1~~ \ ~ 1 1 I ~ \ ~ ~ 1 1 - ~ , ~ \ ~ 1 ~ 1 1 I \ 1 ~ ~ I I I I I ~ I i' I r "n 1 y I \ 1 1 1 ~ 1 \ ~k w I I 3. TOPO INFORMATION ON THIS SHEET FROM SURVI 1 . M SURVEY BY WITHERS & RAVENEL. ~ \ ~ ~ \ 1 1 1 I 1 ~ ~ ~ ~ ~ ~ 1 ~ 1 1 ~l I \ ~ r I I I 1 1 I I \ ~ r I I l ~ 1 I i \ I I 1 ; ~ I , - 4. ALL ADJOINER ZONING INFORMATION IS TOWN 01 1 1 ; . I I \ 1 1 \ tir, r, I r. ,a TOWN OF HOLLY SPRINGS ZONING UNLESS NOTED 11 ~ ~ ~ ~ \ 1 1 ~ ~ 1 1 I 1 1 ~ ~ ~ 1 1 1 ~ ~ ~ ~ 1 1 I 1 ~ ~ ~ 1 1 1 1 1 O ~ ~ I ~ I I I I I ~ I ~ OTHERWISE. r ~ ;.1.~ ~ AL S A AR 5 1 1 ~ L INTERSECTION IGHT TRI N 1 x A . r GLES E 3C I 5 _ _ ? a r 15'x300' AND LOCATED WITHIN STREET ROW'S OR . _ ~ , a-s, z4 ~ ~ ~ ~ 1 I`~•. ~ ~ ~ ~ 1 I ? LEN 375.afi ~ ~ ~ ~ 1 ~ ~ I 1. 1 1 1 \ \ \ \ ~ ~ I ~1 1 1 III \ „ . \ \ \ \ ~ ~ -a~s. ~ - - _ I SHOWN OTHERWISE. \ - ~ _ 1 ~ 1 I/ I 1 ~ ~ ` ~ 1 ~ 1/ I I~~. I \ \ ~ ~ ~ , ~ ~ I : ~ 1 ~ = 6. WETLANDS AND BUFFERS SHOWN PER D LINEATI > E \ \ \ \ \ ~ „ ~ t 'fem. v~ / - \ ~ r 1~ I _ - ~ USACOE AND NCDENR DW . ELINEATION BY S&EC AND HAVE BEEN VERIFIED BY \ ~ ~ ~ , \ 1 1 ~ ~ ~ \ \ 1 1 !1 I I ~ ~ ~ 1 ~ ~ ~ ~ \ \ 1 ` 1 / 1 I ~ 1 / \ \ ~ v 1 \ I , / I I I I I I 1\ I ~ ~ I I \ \ \ - \ \ I ~ ~ I I I i l i l \ \ ~ - \ \ \ \ \ \ ,y„~~~:~ ~ ~ ~ ~ 7. DELINEATED WETLAND AND RIPARIAN BUFFER AF \ \ \ ! ~ , ~ ~ l 4 _r~ ,w ~'*s.. ~T:r, _ ~^~..:-.ems FFER AREAS SHALL NOT BE CLEARED, DRAINED, OR t ~ ~ ~ \ 1 ~ ~ \ ~ \ 1 1 1 / 1 1 I 1 ~ ~ ~ ~ , ~ \ 1 1 1 1 1 1 / 1 ~ ~ - ~ I \ \ \ \ \ l ~ - ~ I I I \ \ \ \ \ \ 1 - ~ r I r I I I \ \ \ ~ ~ I = OTHERWISE DISTURBED UNLESS SPECIFICALLY PE \ \ - - ALLY PERMITTED BY THE U.S. ARMY CORPS OF , ~ ~ ~ 1 1 1 1 1 1 ~ 1 ~ 70 S~ . \ ~ ~ ~ ~ 1 - _ ! I I ~ \ \ ,1 ~ ~ _ I i 1 I 1 \ \ \ \ \ 1 1 1 \ \ \ \ \ \ \ ~ l<;~,. ~ ~ * .,-N NGINEERS AND N NR- W . E CDE D \ \ \ \ ~ ~ / ~-~r 8. TREE PROTECTION FENCING SHALL BE PROVIDED \ \ ~ t , ROVIDED ALONG ALL VEGETATED RIPARIAN AND ~ ~ ~ I 1 1 1 1 1 1 ~ 1 ~ / cr h \ I ~ ~ ~ ~ I I 1 1 .~1 \ \ \ \ \ ~ :;:4~~ VEGETATED PERIMETER BUFFER AREAS. n ~ ~ r ~ 375-- \ \ ~ ~ ~ ~ / • , ( ~ \ \ r / ~ \ ~ ~ ~ 38 / i l \ 1 \ \ ~ r 9. ALL ONSITE POWER LINES WILL BE PROVIDED U~ \ \ - .~p. ~ ~ ; - : ~ I, ~ . STANDARDS. / SIDED UNDERGROUND TO PROGRESS ENERGY ~ ~ ~ ~ 1 ~ ~ ~ ~ \ \ ~ \ ~ \ ~ \ \ \ \ ~ ~ ~;~~~:r¢-=::==_.~ ~ ~ / ~ 10. ANY ACTIVITY IN NRB ZONE 1 AND ZONE 2 BUF / , E 2 BUFFERS SHALL BE IN ACCORDANCE WITH ! ~ ~ ~ ~ \ \ 1 \ \ I 1~. 6 6 0 F \ ! ~ ~ ~ \ ~ / \ \ \ ~ , - SECTION 7.Ofi OF THE TOWN OF HOLLY SPRING.. \ \ ~ ~ _ _ _ ~ / -~4_ ; = :f~ ~ ~4 11. BEN BETTS OF PROGRES N R Y H N ~ S E E G AS BEE C SPRINGS UDO. BEEN CONTACTED FOR COORDINATION OF A STREET r ~ ~ ~ ~ ~ ~ r r I I I / ~ , \ > C \ ~ ~ I \ 85Y: ; ~ ~ . x- _ LIGHTING PLAN. ADJACENT ROADWAYS SHALL E SHALL BE LIGHTED BY PROGRESS ENERGY PRIOR TO ~ ~ . ~ ~ s \ ~ ~ \ , r E . / 37.3 \ \ \ \ \ \ \ \ ; ~ - ~ / ! - FIRST C.O. \ ~ \ ~ ~ / / I ~ ~ ~ ` ~ ~ L RAP ED G1AAS NE ' ~ ~ ~ 2 / \ ~ ~ \ \ ~ ~ \ \ \ ~ ~ ~ ~ / / = 12. UTILITY AND PIPELINE EASEMENTS SHALL BE RE \ \ \ ~ .,.-T- / COMPLETED AS PART OF THE SUBD1111SION PLA \ \ \ \ \ \ ~ ~ ~ t / / / / l / (E L BE RECORDED AFTER CONSTRUCTION IS ON PLAT. _ ~ ~ ~ \6 6 0 / _ \ 207 SF~ ~ ~ ~ ~ ~ ~ ~ , / I ~ \ ~ ~ ~ 8 \ ~ ~ i ~ ~ b' l ~ \ \ \ ` \ ` ~ ~ = ~ x / ~ / / l l l ~ I ~ PECIALTY STR T I N T HA r 13. ALL S EE S G S AND POS S S l TS SHALL BE SUBMITTED TO THE TOWN FOR REVIEW \ \ \ \ ` x ~ ~ / ' ~ ~ ~ / / / / ~ AND APPROVAL. \ \ \ \ \ ~ ~ ~ / / / / / / I \ ~ \ ~ / / j / / / ~ ~ 14. ALL APPLICABLE FEES SHALL BE PAID PRIOR TI 'RIOR TO CONSTRUCTION DRAWING APPROVAL. i ~ ~ ~ ~ , I 1 \ \ \ / / 1 . PORTIONS OF THIS PROPERTY LIE WITHIN THE i\ 5 THE NEUSE RIVER BASIN. NUTRIENT SENSITIVE ~ ~ ~ ~ 1 w 1 1 ~ . \ ~ ~ ~ ~ ~ I 1 ~ ~ ~ ~ i i i. ~ ~ ~ ~ ~ 1 \ / S I ~ \ ~ / ; / ~ WATERS WITHIN THIS BASIN ARE SUBJECT TO P \ ~ \ ~ ~ f' ~ / / ` ~ ~ / / / / / TH SE BUFFERS SHALL REMAIN N i R E U D STU BED D ~T TO PROTECTIVE BUFFERS, AS SHOWN HEREON. 1RBED DURING CONSTRUCTION UNLESS SPECIFICALLY \ ~ ` ~ ~ ~ \ 0 1 1 ~ / ,i / / / i/ it - ~ \ ~ ~ ~ / / / r \ \ \ \ ~ ~ \ \ / r / / / / APPROVED OTHERWISE BY BOTH THE TOWN OF )WN OF HOLLY SPRINGS AND NCDENR-DWQ. ~ o \ \ ~ ~ \ ~ - / I RIPARIAN BUFFER R IN / THE A EAS SHA R MA U 16. LL E \ \ \ \ \ ~ \ ~ ~ / / / 1 / / / / / / \ ~ ~ ~ \ \ \ ~ \ \ ~ ` / / ~ / / / / / 1 =MAIN UNDISTURBED UNLESS SPECIFICALLY \ ~ / I I I PERMITTED FOR DISTURBANCE BY NCDENR-DW ~ \ \ \ \ \ \ \ \ \ ~ \ , / I ~ I I 1 \ \ \ ~ \ I I II \ \ \ \ \ ` ~ / ~ l I I 1 ! r r f 17. PROJECT IS LOCATED IN THE NEUSE RIVER BAS qR-DWQ. /ER BASIN. ~ ~ \ ~ ~ ~ ~ ~ ~ ~ ~ \ \ ~ ~ J ~ ~ ~ ~ \ / i ~ ~ \ \ i / l \ \ \ \ \ ~ \ \ i / / I I I ~ \ \ \ \ ~ / ~ / I 1 . ALL PERMITS MUST BE OBTAINED PRIOR TO ISS S \ 8 b \ \ \ \ \ \ ~l l 1 1 ~ \ \ \ \ ~ \ \ \ f l I ! ! ! f ! 1 TO ISSUANCE OF CONSTRUCTION APPROVAL OR A ~ 5 SF~ ~ ~ ~ \ / / I LAND DISTURBANCE PERMIT. \ \ \ \ \ I \ / ~ I \ \ I \ ~ / / / ! ! ! ! ! ? t c \ \ \ I I \ v ! ~ ! J 1 . FEE-IN-LIEU RE UIRED F R MI R K WA. I \ 9 0 DDLE C EE _EK WASTE WATER OUTFALL. ~ ~ 1 \ 1 T - . F 7 SF \ \ I / / / r ! ! ! I \ ? I I I I \ / ! ! ~ \ ? / ~ / ! ! ! ? 20. FEE IN LIEU RE UIRED FOR DOWN STREAM PUM I I I I I / ~ ! 1 ! ~ \ I I ~ N 1 1 1 I l I AM PUMP STATION UPGRADE WILL BE REQUIRED FOR i r , ~ ~S1~ V 1 1 1 ? I I - 4 ~ l 1! 1 THIS PROJECT. TH WR 2 GAS I ! 1 \ \ \ I { i ~ I 1 I I I i / 11 1 I I \ ECEiI,. 3 6.64 / ~ ~ ~ '.1 1 / d ~ ~ ~ i~ 1 h ~ ~ i / _ / 21. ALL STORM SEWER TO BE REINFORC D CONCRE I E \ 1 1 I \ ~ 1 1 1 1 1 I 1 i / / I I \ 1` I 1 1 1 I I I -IN- I U F 22. FEE L E 0 LAND DEDICAl10N OF 874 PE \ ~ 1 1 1 1 / ! I CONCRETE PIPE. 1874 PER UNIT IS REQUIRED. ~ ~ _ ~ ~ ~ _ ~ ( ~ \ 1 1 i , ! I I 1 I 1 \ \ \ ~ I I 23. RESIDENTIAL LOT CONSTRUCTION WILL RE UIRE 1 \ ~ , r l I EQUIRE NEW OR REVISED EROSION PLAN APPROVAL. ~ ~ ~ ~ ~ ~ ~ . 8 395 ~ ~ ~ ~ ~ ~ ? 8 395 F`~ , , , ~ .1 i - ~ ~ ~ ~ ~ ~ \ _ i / / 0 ~ ~ - _ _ ~ \ 1 r l l I I 4. TREET TREES AND STR T I N T H A / 2 S EE L G S S LL BE I 1 1 1 1 ! I 1 1 1 1 1 ! ! 1 I I I I 1 1 \ ~ / I FIELD. ?LL BE COORDINATED BY THE DEVELOPER IN THE _ - ~ ~ 7 4 F ~ ~ - I ~ ~~1 20 6 ~ 6~ 6 ~ 1 1 1 1 \ ~ / I ! I I I I I \ 1 1 1 1 1 ~ 1 I 11 \ 1 \ 1 \ \ / ! ! 1 / ! I I ~ ~ J I d l 1~ 1 1 1 1 1\ ~ I I / I II I 1 / I ~ ~ ~ - ~ ~ ~ ~ ~ ~ \ I ~ 1 ~ ~ 1 1 1 1 1 \ ! I ! l ! / / / / I 1 f! ~ / / ~ I 1 1 \ r l / 1 I / 1 1 J I I ~ 1 ~ I I ! ! I/ I I i I I 1 ~ 1 1 \ ~ \ ~ r I , I 1 ~ / I! \ I I 1 I ~I IN 1 1 1 1 ~ ~ I ! I I , 1 / ~ / 1 / / . ~ \ \ F/ 7 \ / 62 / _ 1 _ _ ~1 1 \ I I I 1 / 1 1 1 \ ~ 11 1 I I I II 1 ( ~ / I ? 1 1 1 / ( I 1 1 1 1 1 I I 1 \ ~ / I 1 / 1 I I I I i 1 I / ! 1 \ I 4 .0 ~I \ ~ / t I 1 \ / , \ 1 \ 1. \ ~ \ 1 1 1 . ~ . ~ / ~ ~ , _ \ ~ ~ ~ - 1 I I I I J 1 I I I 1 1 \ ~ TFV 2t-4, 4 GAS I ~~~s ~ .o I 1 I . 1 \ ~ I~ I~ 1 I I( f 1 1 I \ ~ I 1/ I I I 1 I 1 I ! li 1 \ ~1. \ ~ E 3 2 R~ H~(~H 41.2 J I l I I~ ! I 1 I 1 1 I ~ \ 1 \ \ \ \ \ I 1 1 I / o Y ~ i ~ ~ - I I 1~ 1 1\ ~ / 1 ( I I I 1 I 1 I I I I 11 .I I I ~ \ 1 ~ l I I I I I I 1 1 I I \ 1 ~ 1 ~ I Q ? ~ 1 \ 1 \ I / ~ II I I I I I I~ \ ~ / I I I ~ I ( 1 I \ ~ i 1 ! i i 7 SF I- I I 1 I I ~ 1 J, I ~ ~ / / / ~ ~ s. 50 1M~tE FIgGHT ~.0 I I 1 I I I I I I I I I. I\ 1 I i i I ~ I I I I I I I \ / / ~ I I I I I I I I ~ I I I I I I I l 1 1 / / ~ / I I I I I I / < ~ ~t. ~ i , \ ~ 6 85 r . / / / ~ ~ ~ ~ ~ / 1 / ~ i ~ 5., Q I ~ r•~. I 1 » I I 1 I .I I 1 / / I I _ I .I I 1 I \ / / 1 \ ~ I i I / I i I I I 1 / I t2~s r~ aa~ o I I / I I I i I 1 / / / I 1 1 I 1 I / / ~ ~ ~ ~ \ \ r i^ ~ I I / o ~ I I I I I ( I 1 I li I I I I I I I I ! I I ) I I I 1 I I I 11 I. I 1 / \ 1 _ 1 I ! I 1 ~ I/ \ ~ I l i t I ~ / /1 / . ~ / \ \ \ I I 1 1 1 T. b 1 6 ~ - > r ~ I T~ 1 \ I I I I Tk~ Q, 2 GAS 1 I/ ~ I! y~ I 1 \ I I I 11 F I I 6 8 ~ i i ~I / I I I ? I 1 1 I I I ~ ? ? I ! I ~ .37.1 I I I 5 1 i ~ I i ~1 / / 1 1 1 I / I 62 _ ! I I. it I I I I 1 / I I I 1 1 I I I I i I / \ ~ ~ 1 1 I ! ! I fi I a l I I / / I I l 1 ( 1 1 I I~ I ~ / 1 ~ 1 1 ~ ! 1 1 \ \ 1 1 I I it I / I \ I ~ f I \ 1 \ ~ 1 1 \ V 1 I I 1\ \ 1 1 1 1 ~.I A l i r.. I / / I t I I 1 1 ~ I I l 21 F • I / \ \ \ 1 I I I I ! I ~ I! i ! I / ! \ I 1 1 ~ 11 I ! l 1 i I I I I / / I \ I I 1 1 1 1 I 1 J I i I U / I I~ I I , f' ~ \ M ~ I / ~ F 1~ ~ ~ i ~`q 40 , 6 _ ~ ~ ~ _ \ \ 4 ~ ~i i i _ 'C _ 1 4 / / I ` I I I ~ I I i t I / ! I I I 1 i I I 11 I 1 I I I~ .I 1 ~I / > I M r I I I t / (i I I I I I I ~ I I i I I I _ / ! I I ~ q I 1 ~ \ \ - ~ ~ ~ \ , i' i 1 I / ~ ~ ~ 1 I I~ I ~ / / ! ~ I I I 1 I I 1 1 I I I I ~ i I i ti 1 11 I i 1 ~ l ! ! I I 1 ~ t 1 I I I I I JI i I/ ~ / / I \ 1 ~ II 1 1 \ i u T`` / ~ / ~ / \ \ ~ \ ~ \ / 1 ~ C ~ ~ s , ~ ~ , 0 I I I I 1 I ~ I ~ T. / 1 ! 1 1 I I 1 1 1 1 I I I i i , ~ I I 1 1 1 I I 1 I I I I ~ ) 1 1 / 1 i t 1 I I it ~ ~ 1 I 1 ~ f I I I I I 1 I 1 1 1 I I 1 I p I I i ~ x.~ l 1 11 1 1 i l\ ! 1 1 1 I I I \ 328 SF ~ , . , 6 _ GREENWAY` 1 ~ _ ~ ~ - ACCESS \ ~ ~ ~ \ ~ SF \ 785 10 i t S~ 1 i I i I I~~ 1 1 ~ I 1 I I I I \ / 1 I I .y ~ i 1 I I 1 1 1 1 1 1 I T I I ! , 1 1 1 1 ~ I I / ~ \ VVE ~ ~ ~ I I I I w l ~ , 1 1 1 I it I I u L ~ ~ ~ ? 1 1 1 1 / r I $ I I 1 1 I I ! 4 1 . , ~ 1 I I I I I I I 1 I I i i f ) I 1 I I I, ? , ~ ~ I 1 I 1 I I 1 I I 1 I ~ ~ \ / 1 ~ I 1 I ~ ~ I 1 I 1 1 I 1/ 1 1 ! , p 1 I 1 I I I 1 1 / I 4 I 1 1 ~ ~ ~ ~ i ~ I 1 1 1 I I 1 1 I 1 I I ~ J - i ~ ~ I I I 1 l 1 1 I S ~ i I 1 I / I 1 1 ~ ~ i i ~ i 69 . F ~ \ 6 I I 1 1 ~ / ~ ~ I 1 1 1 1 1 1 / 8 C ~ I I 1 ~ \ i/ ~ I I 1 1 I I I I 1 1 I Op I I I I 1 1 I 1 2 ~ ~ i I 1 III I I \ 1 1 2 N I I 1 I \ \ \ 1 1 \ ~ ~ I I I I I I i ~ 1 1 w ~ ~ i , I I i I I I I I I I / / 1 I \ ~ ~ I I 1 1 I I I i I l/ 1 1 1 I 1 1 ~ ~ ~ I I I 1 1 I 1 1 / 1 I I 1 1 1 1 1 / . ~ ~ ~ 946\S . \ \ ` 1 . ~ / 1 1 1 1 'J ~ i i I I I I I 1 I I I / y y. 1 S ~ ~ - I• I.. 1 IIII III 11 c/ / SF , . > 108 9 SIC ~ Q ` ~ \ - i ~ \ 1 / 1 1 I ~ ~C. I I I ~ 1 1 I I ~ 1 1 1 a~ ~ ~ / ~ I r~. i I I I I 1 1 1 ~ 1 1 . ~ ~ i 1 ! I I I I I I 1 1 1 i 1. 1, ~ 1 n ~ 1, I ~ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _ 1 / _ /1 I I 1 V 1 I~ 1 ~ l/ ire S~9 ~ ~ I I I I \ I, I I~ 1 1 1 1 1 1/1 I~ I~/ /1 1 I 1 1 \ - / II I I I I I I 1 I I I I ~ , ~ ~ ~ ` \ ~ 1' III \ ; 1 I I / 1\ 0 / 1 I 7 I I I 1 1`~' 1. 1~ 1 ~ ~ I I ! 11 I 1 1 1 0 11 \ / ~ i l l i t I I I ~ ~ / I I~ I I I I 1 I I/ ` 1 1 1 1 1 ~ l I I I I I I I I I I 1 1 1 1 1 1 \ ~ Q I \ y I ~ ~ 1 \ \ 1 1 \ ~ ~ / ~ I ? 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I / ` g'~ I • .i . ~ • / ALI 1 / ~ ~ _ \ \ ~ ~ ~ ~ / \ ` \ • / ~ \ I . \ ~ 330- ~f ~ \ \ ~ \ ~ i ~ c / • \ I\~ , ~ G . \ / \ / t / • 1 i ~ / ~ ~ / ~ ~ ~ , \ / \ ~ _ / •~1 ~ ~ ~ ~ ~ / 1 ` ~ 9 ~ ~ ~ ~ I / I / r VEb\\\F I N 0 i \I 60~ 11 11 120' ~ ~ i l ~ ~ ~ ~ ~ ~ _ ~ F \ ~ / ' ~ / I~ \ ~ ~ ' ~ FEAR AND SIDE%ARCHITFCTUR NO. ReVISl011 Date B Designer Scale ~ r I f ~TURAL STANDARDS. ALE: 6011 \.I --s r t ril W&R 1 "=60' V NE Sheet No. Drawn By Date WOODCREEK OVER/ :BALL SITE PLAN WITHERS F;ZAVE GAS 5/21/07 Checked By Job No. ENGINEERS 1 PLANNERS I SURVE' I R V E Y 0 R S JCS 204232.55 TRACTT' 111 MacKenan Drive Cary, North Carolina 27511 tel: 919469-3340 fax: 919-467-600 9-467-6008 www.withersravenel.com O Lg V / ~ / / . / ~ ~ / ~ ~ ~ / , ~ / / ~ ~ ~ ~ ~ ~ ~ / r=. J ~ i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ J ~~f. ~ ~ ~ ~ ~ ~ `r ~ ~ ~ ~ / ~t / / ~ ~ / \ \ \ / ~ ~ \ / ~ ? / / ~ / ~ / . ~ / ~ / ~ ~ ` ~ ~ ~ n ~ \ ~t:. ~ / ~ / '~A~, \ \ ~ ~ / \ / ' E ~I ~ _ o / 5T 4~ 'i;,v',n1n. 0 / ~'i .v.~~ \ \ / ~ "t. { i \ ~ f ~ ~ \ i ~ . i ~ \ / \ t J _ ~ ~ i ~ V ~ / ~ \ -~9=: / . / \ ~ i V V i ~ r N ~ ~ ~ ~a'~.. ~ ~ i / \ / ~ r~ `;tit., / \ ::>;a r.. ~ , / . / / \ „ o-.:. ~ s f.:, " / 'r ~ ~ ~ / .g.: \ \ ~x / f #r. ~ >r: ~ / ~~~i ~ e`~ \ / \ / } ~ NOTE: \ r~~' / / 1, \ n. n-~: `-r~~: - / - . _.F, \ / \ 4:. 1 ~ SEE WEIR DETAIL SHEET 16 FOR MORE DETAIL ~ n ~ h - / }i / / \ ~i / \ ~a.. ~ ~I ~ OF CONSTRUCTED WETLAND OUTLET. yh-} 1 ~ / / ~ ~ ~ / ~ / - ~ i ~ 1 - ' - / lG' v. Q ~ / \ w 0 ~ ~ L / \ / / x 116°20'29~~ X X \ 3' \ 'x' ~ MH F 26 w , t ffi / ~ ~ ~ r: 'rte . ~ - r r / ~ » _ _ , ~ / _ ,:.-r. . J o ~ - ~ \ ' l / / i/ / - I / / ~ ~ ar` i \ ' / r . / / \ ~ l 4 ( ~ - / - \ \ r. a - _ L+:. ~ / e~_ 3 9.0 i Y v _ ...tea ...v ~ F~ : - A - 3 . / . • ~ - ~~r...~.r~.r z:,r:~:::v.:,:::...:. - e o 0 0 oee°e°e°eeeeeeeeo° - eeo•ooe o . ee•ooooo oo• ? 0e i oeo°e•~ 0 0 ooeoeo 0 o e o eo / 0 ~ i i ? i 7 ~ 4 ~ Oe / o y 00 ? ? ? y" ? ? 00 ~ 0 ~f o-; r Y 9 o • ? o 00 o _ o 00 .F ~ 00 • 0 0 0 / l~. F J~ -z: a k o . _ _ ee f 00 _ 00 / o o e ei '335 0e , * • e ? e r~ K J oe e • ? ? ~ •o e0 ~ •A ~ ~ y t ' r? 4 ~ 4,~ ~i..., M e 0 1 ~A I~,: f ~i o . - . 00 o • 0 , v ~ ` e• 0 o l/~ • ee ? e0 \ ~ / ry'..p~i. ' / \ i °e°e a • . • ? eo \ ee°o oe 0 0000 ? e0 \ °o°o°o ~ o A I 0000 0 • ? ? ? 0o f~ ~ 0 0 0 _ _ °o°o o + ? ? 0o r ~ °o°e ? o 0 0000 00 - ~ o oe • o0 ~ •e°o 000 1 000 /,Y, i~~. Wc ~ l~ R ~ ~ Ir \ ~ ~i 1~~~ ~u 1~ P' ~ r' r ~ ~,.j I k a4 - - - - - ~ \ / ~ 1 \ ~ ~ _ / 1 / 1 ~ ~ ~ \ ~ / i i~ ~ NOTE: SEE SHEET 16 FOR WEIR DETAILS i \ / \~~/-i ~ ~ ~ ~ i ~ ~ . / #4 REBAR 12,• / O.C. EACH WAY ~~2" PREFORMED JOINT / ~ ~ i / ~ ~ . FILLER, 12" WIDE ~ ~ ~ ~ ~ ~ ~ ~ - ~ _ ~ ~ \ ` \ ~ I / ~ / ~ ~ / ~ \ \ . \ ~ \ \ \ 'i I / ~~I . \ i / ~ I~ ~ \ I \ ~ \ ~ I` ~ ~ J 8p. I ~ ~ I ~ ~ ELEVATION SECTION 2000 PSF MIN. BEARING CAPACITY SEE BMP SECTION FOR SIZING DATA BENEATH COLLAR BMP #1 PLANT LIST DEEP WATER EMERGENT COMMUNITY (9" DEPTH TO 18" DEPTH) QUA. BOTANICAL NAME COMMON NAME SIZE SPACING TYPICAL ANTI-SEEP COLLAR NT5 132 NELUMBO LUTEA AMERICAN LOTUS BARE ROOT 2' O.C. 132 NUPHAR LUTEA SPATTERDOCK BARE ROOT 2' O.C. 132 NYMPHAEA SPP. WATER LILY BARE ROOT 2' O.C. SHALLOW WATER EMERGENT COMMUNITY (NORMAL POOL TO 9" DEPTH) QUA. BOTANICAL NAME COMMON NAME SIZE SPACING NOTES 150 LOBELIA CARDINALIS CARDINAL FLOWER BARE ROOT 18" O.C. PLANTED ALONG SHO 170 SAURURUS CERNUUS LIZARD'S TAIL BARE ROOT 18" O.C. JG SHORELINE 150 PONTEDERIA CORDATA PICKEREL WEED BARE ROOT 18" O.C. 50 SCIRPUS PUNGENS THREE SQUARE BULRUSH BARE ROOT 18" O.C. GROUPS OF 25 AROU 100 ACORUS CALAMUS SWEET FLAG BARE ROOT 18" O.C. AROUND FES y HIGH MARSH [0-9" BELOW NORMAL POOL] (35~) - 2.098 SF 130 SAGITTARIA LATIFOLIA BROADLEAF ARROWHEAD BARE ROOT 18" O.C. ~ - LOW MARSH [9" TO 18" BELOW NORMAL POOL] (35%) - 2.098 SF SEDGE MEADOW COMMUNITY (NORMAL POOL TO HIGH WATER) OPEN WATER [36" BELOW NORMAL POOL] (30~) - 1.798 SF QUA. BOTANICAL NAME COMMON NAME SIZE SPACING NOTES N CA /?o 130 IRIS VERSICOLOR WILD IRIS BARE ROOT 18" O.C. PLANT IN GROUPS OF UPS OF 10 °oo°oo°oo SEDGE MEADOW [NORMAL POOL TO HIGH WATER] 140 RUDBECKIA SUB. SWEET BLACK-EYED SUSAN BARE ROOT 18" O.C. PLANT IN GROUPS OF UPS OF 20 120 CAREX STRICTA TUSSOCK SEDGE BARE ROOT 18" O.C. PLANT IN GROUPS OF 160 JUNCUS EFFUSUS SOFT RUSH BARE ROOT 18" O.C. PLANT IN GROUPS OF UPS OF 20 UPS OF 20 -,E RY 028421 BMP #1 -CONSTRUCTED WETLAND NOT APPR D PPR STRUCTION '•••'q~y wAOS,•'. SCALE: 1 " = 30' •••••.....e•••• GRAPHIC SCALE 30 0 15 30 60 BMP #1 -CONSTRUCTED WETLAN D 1 inch = 30 ft. (PLANTING PLAN) WETLAND PLANTING NOTES: ES: 1. TOPSOIL STRIPPED FROM SITE HOWEVER LOCAL SOILS AND WETLAND PLANTS. PRIOR TO )M SITE MAY BE USED FOR BEDDING MATERIAL, SCALE: 1 " = 30' S AND ON SITE SOILS MAY NOT BE SUITABLE FOR G R 30 0 GRAPHIC SCALE LANDSCAPE CONTRACTOR SH o is so eo SOURCE TO EITHER NCRS OR T ]OR TO INSTALLATION OF BEDDING SOIL, TOR SHALL SEND SOIL SAMPLES FROM SELECTED :RS OR THE NC STATE AGRICULTURAL EXTENSION FOR SOIL ANALYSIS. 2. DO NOT PLANT AT OR NEAR R NEAR RISER STRUCTURE DRAW DOWN DEVICES. I Inch = iU tt. I i i NO. ReVIS1011 Date B Designer Scale TLM 1 "=30' Sheet No. Drawn By Date N TLM 9/28/07 WOODCREEK STURNiWATER 'TRACT F Z MANAGEMENT DETAILS WITHERS RAVE Checked By Job No. ENGINEERS 1 PLANNERS I SURVEY( VEYORS CHW 204232.55 111 MacKenan Drive Cary, North Carolina 27511 tel: 919-4693340 fax: 919467-6008 i7-6008 www.withersravenel.com lima 06 'T V 5 851 ~ \ V ~ ~ \ \ / \ / C 4 ~ _ ~ ~ ~ ~~y ~ ~ / / ~ ~ - I ~ ~ ~FE 337.71 ~ ~ . \ \ / 3 ~ ~ / \ r - \ \ ~ \ -r i ~ / ~ \ ~ / - - / 852 ; I ' ~ ss~ -fl ~ / \ ~ \ ~ \ ~ ~ \ o ~ _ ~fl4 ~ ~ ~ ~ ~ / ,8~~, / ~ MFFE 336.4 ~y 2~~ ~ / ~ . \ ~ ~ ~ ~ ~ 53 / ~ X79 / ~ E 339.0 I o° o° o \ 00 0• \ \ °o •e \ °o o• \ o / I ~ \ / IN 0 ~ \ 0 0 \ \ e° °e 0 00 \ \ 00 000 \ •0 °I \ 0e - \ 00 \ - \ °o ~ 0e o~ - o o°~ \ 00 00 o° o 00 0 / II ? ~ \ °o o° o° 0000 \ 0 00 0 00 00 00 O 000 00 00 0 °0 °0 0• o °o o° e o + °o o + + • 0 e0 e ~ e • eoi e • • • 00 0 • • • •0 0• • • ~M e 0 0 ~ _ • • • • • 00 00 • • 0 00 00 00 • ~ 0• O O • 00 • • • • • 00 00 • • • • • _ e o0 00 _ 00 - - o • • • • • • o e o ~ _ • • 00 e o e ~ _ - SEE SHT 1~ FOR WEIR DETAIL o \ o • _ • • 0 o ° _ _ 00 NOTE: ~ 854 SEE WEIR DETAIL SHEET 16 FOR MORE DETAIL 0 • • 0 • 0 _ _ • , o• • . ~r _ • • • • • • ~ OF CONSTRUCTED WETLAND OUTLET. ~ BMP 2 / • • ~ LOCA~I~,N ~ ~ _ _ ~ ~1FF i I ~ i / - r t ; e • ~ e ~ - - ~ MFFE 339.0 i ~ ~ - 00 • • • ~ • • • • • • 0.0.00 0 ~ o o ee i °o + • + + + o e eooo0o 0 •0 0 0 000°0°oooo0e e ~ o • • • o000 \ o 0o a o0 °o ooooe0oeoe °o o e o 000000 0 0 0 \ 000000000000000 0 0 eoo \ _ 7 ~J / , ~ PR _ ~ \ \ pRO/~0~` ED l~ i ~ _ ~ ~r ~ - - - ~ - - ~ ~ ~ ~ ~ ~ ~ ~ I I NOTE SEE SHEET 16 FOR BMP WEIR DETAILS ~ ~ ~ ~ '~j ~ ~ ~ _ ` #4 REBAR 12° ~ ~ ~ ~ J ~ \ - . O.C. EACH WAY I - . 1/2" PREFORMED JOINT \ ~ / \ I FILLER, 12"' WIDE ~ ? / ~ ~ ~ ~ / / I I / I ~ ~ / ~ / \ / / /~J// / / \ \ ~ / / \ 8" ~ C E~~ MH F-1 ~ ~ ~ ~ E~~ MH F-1 ~ ~ \ ELEVATION SECTION ~ _ ~ ~ \ 2000 PSF MIN. ~ ~ \ - ~ I \ ' BENEATH C0~ LAR SEE BMP SECTION FOR SIZING DATA ~ ~ \ \ ~ ~ \ ~ ~ BMP #2 PLANT LIST TYPICAL ANTI -SEEP COLLAR ~ \ Nrs \ \ \ ~ DEEP WATER EMERGENT COMMUNITY (9" DEPTH TO 18" DEPTH) I' ~ QUA. BOTANICAL NAME COMMON NAME SIZE SPACING I \ 202 NELUMBO LUTEA AMERICAN LOTUS BARE ROOT 2' O.C. 202 NUPHAR LUTEA SPATTERDOCK BARE ROOT 2' O.C. 202 NYMPHAEA SPP. WATER LILY BARE ROOT 2' O.C. y ~ HIGH MARSH [0-9" BELOW NORMAL POOL] (35%) - 3,232 SF SHALLOW WATER EMERGENT COMMUNITY (NORMAL POOL TO 9" DEPTH) LOW MARSH [9" TO 18" BELOW NORMAL POOL] (35~) - 3,232 SF QUA. BOTANICAL NAME COMMON NAME SIZE SPACING NOTES 200 LOBELIA CARDINAUS CARDINAL FLOWER BARE ROOT 18" O.C. PLANTED ALONG SH 250 SAURURUS CERNUUS LIZARD'S TAIL BARE ROOT 18" O.C. ING SHORELINE OPEN WATER [36" BELOW NORMAL POOL] (30%) - 2,770 SF 250 PONTEDERIA CORDATA PICKEREL WEED BARE ROOT 18" O.C. 50 SCIRPUS PUNGENS THREE SQUARE BULRUSH BARE ROOT 18" O.C. GROUPS OF 25 AROU 160 ACORUS CALAMUS SWEET FLAG BARE ROOT 18" O.C. 5 AROUND FES °oo°oo°oo SEDGE MEADOW [NORMAL POOL TO HIGH WATER] 220 SAGITTARIA LATIFOLIA BROADLEAF ARROWHEAD BARE ROOT 18" O.C. PR NOT A SUPS OF 20 'RE F , RY SEDGE MEADOW COMMUNITY (NORMAL POOL TO HIGH WATER) QUA. BOTANICAL NAME COMMON NAME SIZE SPACING NOTES 180 IRIS VERSICOLOR WILD IRIS BARE ROOT 18" O.C. PLANT IN GROUPS O 200 RUDBECKIA SUB. SWEET BLACK-EYED SUSAN BARE ROOT 18" O.C. PLANT IN GROUPS O 160 CAREX STRICTA TUSSOCK SEDGE BARE ROOT 18" O.C. PLANT IN GROUPS O 220 JUNCUS EFFUSUS SOFT RUSH BARE ROOT 18" O.C. PLANT IN GROUPS O BMP #2 -CONSTRUCTED WETLAN (PLANTING PLAN) A ~ FOR 2 , SUPS OF 20 C O N BMP #2 -CONSTRUCTED WETLAND SUPS OF 20 )N ION SUPS OF 20 too$ gets SCALE: 1 " = 30' GRAPHIC SCALE 30 0 15 30 60 1 inch = 30 ft. N D WETLAND PLANTING NOTES: .S: 1. TOPSOIL STRIPPED FROM SITE HOWEVER LOCAL SOILS AND WETLAND PLANTS. PRIOR TO GRAPHIC SCALE LANDSCAPE CONTRACTOR SHf o is 3o eo SOURCE TO EITHER NCRS OR T FOR SOIL ANALYSIS. IM SITE MAY BE USED FOR BEDDING MATERIAL, 5 AND ON SITE SOILS MAY NOT BE SUITABLE FOR IOR TO INSTALLATION OF BEDDING SOIL, fOR SHALL SEND SOIL SAMPLES FROM SELECTED SCALE: 1" = 30' G 30 0 RS OR THE NC STATE AGRICULTURAL EXTENSION 2. DO NOT PLANT AT OR NEAR RI NEAR RISER STRUCTURE DRAW DOWN DEVICES. 1 inch = 30 ft. I i NO. ReVISIOCI Date B Designer Scale TLM 1 °=30' Drawn By Date WOODCREEK STORMWATER 'TRACT F E (EN Sheet No. TLM 9/28/07 Checked By Job No. ~ MANAGEMENT DETAILS WITH RS RAVE ENGINEERS I PLANNERS I SURVEYC VEYORS 14 111 MacKenan Drive Cary, North Carolina 27511 tel: 919-469-3340 fax: 919-467-6008 ?7-6008 www.withersravenel.com CHW 204232.55 TOP SLAB ~ I ~ I ~ 1 ~ ~ I I ~ I I ~ ~ ~ l i ~ ~ i ~ , ' , ~ iii i ~ > , , ~ ~ ~l ~ I I ~ ~ 1 I I ~ I I~ 1 ~ ~ , 1 _ - - - J ~ 333.9 WEIR ORIFICE VOID SPACE SCE / / ~ 'F~ ~ I I I 1 1 / ~ ~ i 4'x4' PRECAST RCP BOX ~ ~ l~ ~ I ~ ~ I I I ~ I 1 ~ 1 ~ 1 ~ ~ ~ / i ~ 335 1/4 "x 2" STEEL STRAP W/ 335 I I ~ ~ ~ ~ ~ I I 1~ 1 ~ ~ ~ 1~~ ~ , ~ ~ 1 1 1 I ~ 2 - 3/4,, ANCHOR BOLTS 2 STRAPS REQ_'D_ ~ I ~ ~ ~ 11 1~ 1 1 1 ~ ~ 1 1 1~ I ~ ~ 1 I ~ ~ ~ ~ I I 1 ~ 1 1 ~1 1 ~ ~ ~ ~ ~ ~ i~ ~ ~ ~ ~I~ ~ I I I I I I ~ ~ 1 I I ~ ~ I ~ I C I I I 1 ~ I I I ~ ~ ~ ~ ~ ~ ~ V I I I ~ I~ I ~ I ~I I~ ~ - , , ~ / '0-RING' JOINT ~ ~ / ORIFICE OUTLET / ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ t ~ ~ ~ I ~ ~ I ~I I l ~ / 332.5 NORMAL POOL ~ ~ / / - 2"x2" TEE NOTE: TEE PLACE STEM SUPPORTS ~ I ~ I I ~ III/ AT 3' FROM BASE JOINT SEALED WITH A-LOCK NEOPRENE ~ GASKET CAST IN MANHOLE WALL 1 ~ ~ / / / ~ 1 I ~ I ~ ~ ~ III Ill\~ ~ ~ M FFEi 3'3 . ~Oi , r ~ r ~ i i~~ ~ ~ ~ ~ ~ ~ ~ 3 / i GROUT EACH SIDE ~ , ~ i i i i i i i i ~ i iii ~ ~~ii ~ ~ ~ ~ \ ~ ~ / / \ ~ \ / MANHOLECENTE EDCOVER ~ ~ ~ / ~ DRAWDOWN VALVE 3" NRS GATE VALVE r~Y t :Y aY. ` X87 ~ ~ , ~ l ~ , ~ ~ , ~ ~ ~ , ~ ~ ~ ~ ~ ~ 87 ~ ~ i i i i ~ i ~ i i ~ ~ \ ~ \ / ~ FOR EROSION CONTROL \ ~ ~ ~ PHASE OF PROJECT 3"x2" TE 2" TE 44 LF - 18 ~ \ ~ ~ co cR~E stns 329.5 POND BOTTOM '0-RING' GASKETED CLASS III RCP \ ice/ co ~ ~ ~ ~ II ~ ~ ~ ~ ~ ~ ~ / ~ @ 1.137 FF~E ~3 5f~ ~ ~ ~ i ~i~~ ~1~~~ ~ ~ FF~E 33~.5~ ~ i i i ~ ~ ~ ~ ~ , ~ ~ ~ ~ ~ ' VOID SPACE ~ ~ ~ ~ 1 ~ ~ \ PRECAST O .1, ~..a _ '.a ~ ~ ~ REINFORCm BOX ~j% ~ N • ~ ~ a \ ~'e . ~ ~ ~ ~ 876 - ~ ~ ~ ~ ~ ' ~ ~ ~ ' 876 ~ ~ ~ ,e °e s ~ ~ DEVICE DETAIL ~ ~ ~ ~ ~ , ~ , i ~ ~ ~ ~i ~ -s .mil i ~ ~ ~ ` ~ TOP SLAB DETAIL RISER 8c DRAWDOWN DE ~ ~ \ ~ \ \ ~ \ ~ NTS ~ ~i ~i ~ ~ ~ ~o • ~ f~~ yi ~ ~ ~ ~ i i ~ ~ ~ ~IbI~FE 38.50, i i i i / r r E ~3~~i, ~ i ; ~ i~ ~ \ ~ \ ~ i / ~ ~ ~ ~ l / , - ~ ~ ~ ~ ,Ibl ~FE 3X8.50, ~ ~ ~ ~ ~ • • ~ ~ ~ ~ ' \ \ j - ~ \ \ ~ BMP #3 TO BE USED AS TEMPORARY SEDIMENT AND ~ ~ I ~ ~ ~ ~ EROSION CONTROL DEVICE. UPON APPROVAL BY TOHS RCP RISER \ ~ II ~ ~Q 1I~I BMP TO BE CONVERTED TO CONSTRUCTED WETLAND. TEMPORARY SKIMMMER ~ ~ 100-YEAR Z TOP OF DAM EL.= 336.50 .72 ,mot - / 1 1 I~ ~ \ ~ ~~II ~ WATER LEVEL DURING STORM TOP SLAB ~ EL.= 334.72- ~ / ~ ~~1~ Il ~ ~ If 11 ~ll ~ ~ ~ II ~ ~ ~,.f ~ ~ / ~ / „ . B MAP' , % ~ / ~ i i i i i ~ ~ ~ ~ i L~ COATI 0 hJ i~ i i i ~ ~ 1 1 `~i A l i `l l I I I t ~ ~ MINIMUM SLOPE 3 1 ~ ~ ~ I - / ~ \ ~ I ~ _ _ WATER QUALITY POOL i ~ ~ ~ / =III=, ~I I = PERMAN T ~ I ~ I ~ / -III„~I I I I I I =III-I POOL i MINIMUM SLOPE 2 1 ARTH DAM ~ I I ~ ~ -III-~ i i~ iii , ~ , ~ ~ ~ 1 DIMENSIONS ELEV. ''-III- ..y -I FES INV NORMAL POOL 6, ~ I-III =III-I - ~ ~ ~ ~ ~ ~ oss sF 332.so ' I I- -I 11=1 11=1 I I, .I I I I-= EL.= 328.50 ~ ~ ~ ~I~ 111 ~ POND BOTTOM 3,525 SF 329.50 -I ~ ~ 1=1 I I- I II I II I I ~ TOP OF DAM WIDTH 10 FT. 336.50 IIIIIIIIII-= III RIP RAP PAD ~ " -i I I-1 11=1 I I-= ~ ~ ~ NORMAL POOL ORIFlCE 2" 332.50 ANTI-FLOATATION DEVICE J~ ~ ~ ~ RISER SPILLWAY 4 - 4'x12" 333.90 ANTI-SEEP COLLAR ~ ~ WATER QUALITY POOL 0.22 AC-FT 333.90 F~ i i i ~ ~ ~ I i i l TOP OF ANTI-FLOATATION 8'x8'x2' 328.50 Iii ~ ~ \ ~ TOP OF RISER 4'x4' RCP BOX 335.40 ~ \ \ OUTLET PIPE INVERT IN 18 RCP 329.00 WET POND BARREL ~ ~ OUTLET PIPE INVERT OUT 18" RCP 328.50 ~TION 44 LF 18" RCP RCP @ 1.13% ~ \ ~ DRAIN VALVE ~k 329.50 CROSS SECTI O Nis \ ~K 4"" SKIMMER W/ 3° HEAD i ~ \ ~ ~ i , ~ i ~ ~ ~ ~ i ~ I , , ~ ~ ~ ~ 1 ~ I ~~I 1 \ / ~ ~ III #4 REBAR 12" ~ i i iii ~ 'I~ ~ ~ ~ ~ ~ O.C. EACH WAY ~~2" PREFORMED JOINT ~ ~ iii ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ / ~ ~ ~ ~II FILLER, 12" WIDE ~ f ~ ~ ~ 86~ , / ~ ~ ~ ~ ~ it ~ ~i'/ / ~ ~ ~ ~ ~ ~ ~ r°-~ _ . I / / / / ~ / / / i / / / / / / / ~ / / / / / I ~ gH / ,340 ~ i i ~ / ~ / / / I / X340 _ ~ ~i /i / / ~ ~ / / ~ ~ ELEV,4TION SECTION ~ ~ ~ / / / B F306 ~ ~ ~ ~ i i ~ 2000 PSF MIN. I / ~ ~ ~I BEARING CAPACITY SEE BMP SECTION FOR SIZING DATA ~ / ICI BENEATH COLLAR ~ - ~ ~ ~ / ~ ~I~ _ _ - ~ / / I / / / ~ - ' i t ~ ~ ~ //~I 'I I , / / / ~ ~ ~ ~ I~ I~ TYPICAL ANTI -SEEP COLLAR i BMP #3 PLANT LIST NT5 DEEP WATER EMERGENT COMMUNITY (9" DEPTH TO 18" DEPTH) QUA. BOTANICAL NAME COMMON NAME SIZE SPACING 133 NELUMBO LUTEA AMERICAN LOTUS BARE ROOT 2' O.C. 133 NUPHAR LUTEA SPATTERDOCK BARE ROOT 2' O.C. 133 NYMPHAEA SPP. WATER LILY BARE ROOT 2' O.C. SHALLOW WATER EMERGENT COMMUNITY (NORMAL POOL TO 9" DEPTH) QUA. BOTANICAL NAME COMMON NAME SIZE SPACING NOTES 'ED ALONG SHORELINE 130 LOBELIA CARDINALIS CARDINAL FLOWER BARE ROOT 18" O.C. PLANTED ALO 150 SAURURUS CERNUUS LIZARD'S TAIL BARE ROOT 18" O.C. 150 PONTEDERIA CORDATA PICKEREL WEED BARE ROOT 18" O.C. 50 SCIRPUS PUNGENS THREE SQUARE BULRUSH BARE ROOT 18" O.C. GROUPS OF 2 120 ACORUS CALAMUS SWEET FLAG BARE ROOT 18" O.C. iPS OF 25 AROUND FES CA 2 ~ I 160 SAGITTARIA LATIFOLIA BROADLEAF ARROWHEAD BARE ROOT 18" O.C. R ARY BMP #3 -CONSTRUCTED WETLAND - SEDGE MEADOW COMMUNITY (NORMAL POOL TO HIGH WATER) SCALE: 1 " = 30' • QUA. BOTANICAL NAME COMMON NAME SIZE SPACING NOTES S NOT AP ~ IN GROUPS OF 10 4" a f Appfi~,,, NSTRUCTION ~~'•!.qTH WAO~'y.~ GRAPHIC SCALE 30 0 15 30 60 130 IRIS VERSICOLOR WILD IRIS BARE ROOT 18" O.C. PLANT IN GR 140 RUDBECKIA SUB. SWEET BLACK-EYED SUSAN BARE ROOT 18" O.C. PLANT IN GR 120 CAREX STRICTA TUSSOCK SEDGE BARE ROOT 18" O.C. PLANT IN GR 160 JUNCUS EFFUSUS SOFT RUSH BARE ROOT 18" O.C. PLANT IN GR BMP #3 -CONSTRUCTED WETLA (PLANTING PLAN) 30 SCALE: 1 " = 30' ~ IN GROUPS OF 20 f IN GROUPS OF 20 offmOO f IN GROUPS OF 20 1 inch = 30 ft. W y W HIGH MARSH [0-9" BELOW NORMAL POOL] (35%) - 2,121 SF 1. TOPSOIL STRIPPED FROM SI HOWEVER LOCAL SOILS AN WETLAND PLANTS. PRIOR T GRAPHIC SCALE LANDSCAPE CONTRACTOR S )TES: ROM SITE MAY BE USED FOR BEDDING MATERIAL, LOW MARSH [9" TO 18" BELOW NORMAL POOL] (35~) - 2,121 SF _A N D WETLAND PLANTING NOTES: )ILS AND ON SITE SOILS MAY NOT BE SUITABLE FOR PRIOR TO INSTALLATION OF BEDDING SOIL, OPEN WATER [36" BELOW NORMAL POOL] (30~) - 1,818 SF ACTOR SHALL SEND SOIL SAMPLES FROM SELECTED o is 3o eo SOURCE TO EITHER NCRS O FOR SOIL ANALYSIS. JCRS OR THE NC STATE AGRICULTURAL EXTENSION 000000 SEDGE MEADOW [NORMAL POOL TO HIGH WATER] 2. DO NOT PLANT AT OR NEAR )R NEAR RISER STRUCTURE DRAW DOWN DEVICES. 1 inrh - ~(1 ft i i NO. ReVISI01l Date B Designer Scale TLM 1 "=30' E V N L Sheet No. Drawn By Date TLM 9/28/07 WOODCREEK STORMWA ER 'TRACT F ,R MANAGEMENT DETAILS WITH RS RAV ENGINEERS I PLANNERS I SURVE 111 MacKenan Drive Cary, North Carolina 27511 tel: 919-469-3340 fax: 919-467-600 RVEYORS 15 Checked By Job No. 1-467-6008 www.withersravenel.com CHW 204232.55 I~ J/ i~/ ~ r l / ~ ' ~ ~ ~ ~ / / j.. + ' . / ~ 5 q A ` ~ t. r i ; - r ~ j I , ; it ~ i ~ i ELEVATION: 2.0 FT 3.0 FT 1.0 FT r ; f ` _ ,1 r L , ~i `i j / . ! ~ ~ SEE 4 ~ ~ J 1 1 ~ ....i ~ _ j 1 1., y i SCHEDULEF 1 ~ ~ / ~ s 1 i ~ i / i ~ I J, ` . !i _ I ~i r ~ ~ r ` r . .1 ~ ELf~ATION: LL ,b'~E ELEVATION: u~ SCHEDULE G ~ ~ SEE ~ SCHEDULE H `A. f MIN i _ I 8.0 FT O i~ I ~ ~ ~ = YI CLASS 'B' ~ ~ EXISTING i 6 IN DIP RIP-RAP ~ _GROUND • _ I ' (A1 TABLE TYPE II ~NP~ _ / ORIFICE NON-WOVEN , F.. LL ~ 'E SIZE FILTER FABRIC J LL LL 5.0 FT TYPE II ~ NON-WOVEN EVEN LL o N FILTER FABR u~ FABRIC 1\ ` . , 0 ~ i s ~ _ ~ ` / ~ '1 V ~ b ~ , _I, i' ~ r ~ r ~ ! i b ;'i i ti l 1 1 1 / ~ i ~ i i ~ J .1 `1 - ~ ,i i~ J t ~ ~ ~ .a d . , _ ~ ~ J l~ ~ ~ ~ ~ ~ . , SECTION A-A ~ r I ~ ~ ~ 1 1 1 1 PLAN 0 WIDTH: SEE SCHEDULE A .E A I SEE SCHEDULE C WIDTH: SEE SCHEDULE D _E D ELEV. = SEE SCHEDULE E \ ~ 1 \ u.. ~ 1 SECTION B-B 2 ~ / 2 - - ORIFICE ELEVATI ~ SEE SCHEDULE NATION = JLE ~r; Weir Schedule 1.0 FT Schedule Description BMP # 1 BMP # 2 o B Outlet Wall Width (ft) 8 13 ~ Z D Weir Opening Width (ft) 5 10 N F Top of Inlet Wall Elevation 338.5 336.5 n 8 N N H Outlet Weir Ele~ration 334 332 ~ WIDTH: SEE SCHEDULE B 0 _E B a 0 a J Orifice Diameter(in) 2 2.5 PR NOT APP ZE s 1 A RY a 3 v ro APPR STRUCTION N TN w~ 100-y r W S E L 337.85 336.17 E L E VAT I O Y ~N 0 8 U v 3 n Date B Designer Scale ~ NO. Revision N HCW NTS Drawn By Date V NE Sheet No. ~ TLM 6/8/07 WOODCREEK TRACT F BMP SIP WEIR DETAILS WITHRRAV ENGINEERS 1 PLANNERS 1 SURVEY w o Checked By Job No. 6r- RVEYORS ~ HCW 204232.55 Holly Springs Wake County North Carolina 11 111 MacKenan Drive Cary, North Carolina 27511 tel: 919-469-3340 fax: 919467-6008 467-6008 www.withersravenel.com Y