The URL can be used to link to this page

Home My WebLink About20001388 Ver 2_Site Plan_20070108 NC+TE: THE EROSION CONTROL S110WN ON TF11S PLAN 15 FOR THE GRADIN IZAD~N~ NORM DRAINAGE TABU ~ ~ ~ \ OF Tt1E WILLOW CREEK - Pi1ASE I SUBDIVISION. AN EROSION CONTROL F10LLY RIDGE 5/D FOR THE REQUIRED WIDENING OF OLD t10NEYCUTT ROAD WILL BE PROVID BM f 980, PG 486 IN A SEPARATE EROSION CONTROL SUBMITTAL AT A LATER DATE. -~oL PLAN ~ \ ~ \ i NO EfONRS 1NEEKS L~ INTENSITY INLET DR, TOTAL DR. ~ I 0 P1P~ SLOPE ~ ;OVI DAD INLET # ~n/hr AREA ac Ai~A ac C cfs inches lid 0. \ ~ \ PIN:0~76-38-44'9 - ~ Z~ \ f \ Z NING: R30 \ I 7.2 0.5 0,5 0.50 I ,S 15 0.5 W ~ ~ ~ ~ US~: VACANT ` ~c,~~ \ NOW~R FORMERLY 2 7,2 0.7 ~,2 0.50 4.3 I~ ~,a ~ ~ Z ,NOW OR F RMERLY n ~o- \ ~ ~ ~~~j~h \ BOBNY06~6R38 3268~N WIL iAM ~ M~CI~LE DEXTER 3 7,2 I.0 2.2 0.50 7.9 15 1.4 ~ ~ \ ~ I ~ ~ \ 2O/~j ~ , \ ~ZONINGiDE CO I I ~IN: 0676-3 3089 ' ~ NOW OR FORMERLY.. ~ , NOW OR FORMERLY 4 7,2 0,~ 2,~ 0.50 9.4 I S 0.8 W ~ dS W 1 ZONING: ~O \ ERIC ENGLAND ~ NOW OR FORMERLY ~ NOW fZSR FORMERLY ROBERT BROWN 5 7,2 0.2 2.8 0.50 ! 0. ! 18 2,4 ~ Z W ' IUSE: RESIDEWCE ~ Pi~~ nc~c_3~_~a~a DOUGLAS ~ CHRISZINf"~ , „ / i ~ ~ ~ NOW OR F~ ~MERL~i J ~ ~ ~ I~~ + ~ \ ~ ~ ~ I + i' j ~ ZaNiAt.~: R30 ~ l~QR~#~1-SJ , ~clMCI~C f I.FiICVLIIV~ ! ~iN:~v6 %c~-3%-35CS ANN JUDD 4 JOB ~CURRI JR. f \ ` \ ~ ) ~ ~ PIN: 0676- _ LL J- 144~ \ i f ' USE: RESIDEhfCE- `Pill: 067E-37-3779 ~ ~N 0676-37-°f665 ~ ~USEO~.NRE51D NICE / 6 7.2 0.9 0, 9 0, 50 3.2 15 3.3 7 \ ZONING: R30 7 7, 2 0.~4 1.3 0, 50 4.7 ~ 5 0. ~ ~ ZONING: AGiZ~ ULTURAL I \ ~ USE: RESIDENCE ~ USEViNRESIDENCE I ~ / j Z 8 7, .I !.4 0,50 5,0 !5 4.5 ~ USE: VA ANT ~ \ r ~ \ • 9 , 2 G,0 G.0 0.40 17.3 24 I ,0 \ 00°24'3 W ' LET 15 ~ ~ / \ \ 1 \ l i 45.51' + ,,,i ~ / / ~ / 10 ,2 I,0 1,0 0.50 3,~ 15 2.7 \ ~ 1 - - - ~ _ I 7.2 0. ! .5 0,50 5.~4 15 ~ .3 \ s ~ I / ~ 2 7, 0.~ 7.9 0,x°2 23.9 2q° ~ .5 ~ 13 7. 0 3 8.2 0,x°2 29.5 30 0.5 30~ PROTECTIVE YARD (7Yp ~ ~j ~ ~ ~ ~ 14 ~ 'r c~~ ~ ~OW OR FORM~R \ ~ _ ~ / {C7 23 ~C~ ~ ,pro E EL WAYNE 4 G~.INDR J I FORM RLY ~ I / ~ j / ~ l / / ~ G INDA SM[TH F / ~ ~ - - 6 / a ~ G~ PIN: OG76-,3~7- 13 354 ~ ~ ~ ~ ~ 20N~1 R30 7-f3sl / ~ ~ ~ /i I ~I ~ ' / / t~- - / MIN ~FE _ ( \ / ! ~ ~ ' _ ~ ~ ? ~ USF: RESIDENCE :SfDENCE ~ / / ~ i06 w. CHATHAM ST. Y l i ~ 350 2' ' ~ ~ ~ ~ ~ < ~ ~ 1 VIJ I V~LV / l ~ r CONSTRUCTION SEQUENCE: ApEx, NC 27502 / I \ ~ \ ~ , 354 ` ` / ~ \ 1 (9t9} 387-1174 ~ f . SCHEDULE A PRECONSTRU -Tf C oN CONFERENCE WITH Fax: (919) 387-3375 ~ ~ \ ~ ~ / ~ i:i'\~~~ /NOW OR FORMER 1 THE fNVIRONMENTAL ENGfNFFR, DANIEL Rom. UBTAIN A I 1 ,LAND-D[STURBfNG PERMIT, www. JCDENGINEERING. NET 1 I/ / ! _ _ ~ 3 - ` ~ ssz / N ~o~ RUTH MAY ~ ~ ~ - ~ ~ PtN: 06y6-37-0336 f / 2, fNSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY l ~ / / ~ / / / : / / ~ FENCE I ~ ` ~ ~ - ~ ~ / ~ DIVERSIONS, SfLT FENCE, SEDIMENT BASINS OR OTHER LAND DEVELOPMENT ~ / ENGINEERING ~ 18 ~ - - ~ e 4, ` _ S~NRESI ENO E / ~ 1 MEASI~RES A5 SHOtNN ON THE APPROVED PLAN. CLEAR i ~ ~ P ONLY AS NECESSARY To INSTALL THESE DEVICES. SEED LAND PLANNING / ~ t,:~ TEMPORARY DIVERSIONS, BERMS AND BASINS ~ fMMEDIATELY AFTER CONSTRUCTION. / / CONSTRUCTION DER UFFf ~1 3. CALL 85G-7459 FOR AN ON-SITE INSPECTION BY TI1E ~ ~ \ / ~ MANAGEMENT S 1 ENVIRONMENTAL ENGfNEERTO OBTAIN A CERT[F[CATION OF f _ I~~ ~ ~ o. / I COMPLIANCE. f ~ -y p Q p / ~ ~ 4. BEGIN CLEARfNG AND GRUBBING, MAINTAIN DEVICES / . / ~ / AS NEEDED. ROUGI-i GRADE SITE, r. I ~c , !IJ ~ 5. INSTALL STORM SEVER, IF sI10WN, AND PROTECT ' ~f Y. ~ l ~ ~ INLETS WITH BLOCK AND GRAVEL fNLET CONTROLS, 3 g ~ ja ~ ~ ~ 3.3~, SEDIMENT TRAPS oR o HE A P 3 ~ T R P ROVED MEASURE5 AS ,3l / / / /g„ RCP ~ Q ~ ~ ~ ~ f ! f SHOWN ON THE PLAN. BEGIN CONSTRUCTfON, BUILDING, ~ ~ / MIN Ft~ / ~ ETC. / ~ / 342.3'\ ! NOW OR FORMERL- ( / l GEORGE LES9A i ~ MIN FFE _ it ' ~ CB #5 \ ` ~ ~ j ` ` ~ / I G. STABILIZE SfTE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, PAVING, DITCH LININGS ETC. 24 Fl:s ~ / , / ~ ! 5" RCP l SEED AND MULCH DENUDED AREAS WITHIN FIFTEEN ~ f 5) J ! ~ DAYS OF COMPLETfON OF ANY PHASE OF CONSTRUCTION. ' 4" ~ 7, WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS 3 ~ l f ' f ~ ~ ! / ~ ' ~ ~ ARE STABILIZED COMPLETELY, CALL 856-7459 FOR AN 'V.. / ~ ~ J ~ INSPECTION BY THE ENVIRONMENTAL ENGfNEER. ~1 n~ 8; IF SfTE IS AP ~ ~ r c ~o PROVED, REMOVE TEMPORARY ~ PIN: 0676-28-6J ~ - ~ ~ ~~I.7' ~ FFE _ ~ T N ~ ~ DIVERSIONS, SILT FENCE, SEDIMENT BASINS, ETC., AND ~ ZONING ^R30 ' 1N Op°s2~`~ \ f ~3a i. o'. 'E • -340`& ' SEED OUT OR STABfLIZE ANY RESULTING BARE AREAS. ALL "'7 0 a_`•°~~ I l ~ ~ 1 2 Fr. y v ~ • • ~ ~ ' ~ ' l ~ I ~ REMAINING PERMANENT EROSION CONTROL DEVICES, L_ G f 340 s r a 1 • • MI = . ~ l ~ SUCH AS VELOCITY DISSIPATORS, SI10U~.D NOW BE _ W1' 89°~O'2 I "W / PJ FFE FF 339. C . , • 1 . , _ 337,. INST~L~~D. 1 40.31 ~ / .._.,~9.3 M N FFE - i . r i s ~,,i ~ _ tt t 3 g MIN FFE - = MIN FFE = N = , ~ o ~ 9. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL ~ . , I ~-FES (6 L} MIN FFE ' • 3 5`.. 7.8' _ 337 ~ . . ~ FOR A FINAL SITE INSPECTION BY THE ENVIRONMENTAL ~ _ - ~33~.. ~ MI,~E f - 338.3 (FIELD VERiFI'} , , . i i , 1 it • ° • • • ? • ? • . 337. • • ' ENGINEER, DANIEL ROWE. OBTAIN A CERTIFICATE DF ~ \ \ \ ~ ~ \ ~ fC/TOM BASIN # DRAINAGE AREA = ~ BASIN # 9 Lx4.5 N~~ FLOOD LINE ~E AREA = A CLASS B R( -RAP APRON COMPLETION. SURFACE AREA = - * 1w a - n i i r i r ~ r - V~y~t VTWIN ~2 ' Duo Vio=9. F E AREA - 4 SF 7 P5 ...s ,-'3~ FE5 \ \ I VOLUME = 5,fJ4U = I = INSTALL SILT FENCE ~IITt~ INV DRA NAGS ARE~i " - = 5• CF r ~ - ~ iNV 0,2 (FI x a~ \ ~ ~ _ 4 SIZE: 94'L x 47' W I r 15" FES*( L} • r r r -SURF CE AREA = GCS F~~RED OUTLELBEt~ r ~ L x 47 W x 2.5 D TEMPORARY . 24 ~ 1A55 B -RAP AP J \ ~ WEIR = ~ 1 I NV = 330.5 (FIELD VERI C CF / CUSTOM BASIN (TYP} -SEE LASS ! MA ENANCE ~ 3 Wx24 ~ i i SIDE: 48~t. x W-~-~.. ~ DETAIL ON St1EET C-10 aD~o ~ EASE T (1YP 5 ~ CLAS RIP-RAP APR = \ i OPEN _ N { a r Duo- , 1=~ 0.5 BPS • 00' ~E~~ ~ a a . i i a a i i i i N 05°40'59"W ~ / 1 \ ~ ~ ~ ~ r . ~ E DRAINAGE AREA = 2.2 AC ~ I R VER SUFFER A = 6'x.36'' f i a r . r . ...r..-. i i • r~ i a i ~ r r `-~i • i i i a a r 4! r a a a } ~/~LUI~IE-~- CF . / NOTES; i ~ i ~ t SIZE: 84 L x 42 2.5 D i r A i a a i i r r a a • r • • • i r i r i i a i a i/ i i • • • ? . . { . ALL MATERIALS AND METHODS OF CONSTRUCTION SHAD. . ' ~ NOW OR FORMERLY \ Pt1ASF 2 i i r r i i i i i 6~ ? 1 r i r i • i~ i r r a r r r i r ~ i i • ~ i i I~ . ~ BE IN ACCORDANCE WITH TORN OF FUQUAY VARINA I STANDARDS AND SPECIFICATIONS. G~RNER CONGREGATION OF , ` \ - •C€NTERUNE OF a r a r a r a ""'T- r a a r a r r r r r W r ~ B U JEHOVAH WITNESS ~ ~ \ CREEK JS THE I 2 0 NDARY INFORMATION TAKEN FROM A SURVEY _ PROVIDED BY MAULDIN WATKINS SURVEYING, PA. ~ Etf 1 / PIN: 0676-28-4572 1 i ~ f I 3. TOPOGRAPHIC INFORMATION TAKEN FROM WAKE COUNTY ZONING: R30 1 ~D \ - I USE: CHURChi ....~-~-~r" I GIS FILES. ~ ~ i r i i a i r t a • a ,a i r s r • r A~. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL I r~ J ~ ~ ~ \ I t^~ A~v'~ . ~ 4 I -800-632-4949 LOCATE ALL. EXISTING UTILITIES PRIOR TO L~ 'Y s i o~ r r a s BEGINNING CONSTRUCTION. t s . s . i ~ ~ ~ ~ ~ 5. CONTRACTOR SHALL CONTACT ENGINEER OF RECORD AND b ? ~ i i a r WA E K COUNTY 5~E IF EROSION CONTRO DEVICES CANNNOT. I ~ ~ ~ BE INSTALLED A5 PER THE APPROVED PLANS. ~ ~ I SAM BU ~ ~ r ~ ~ .a r i r r r i FF . G. THE GRADING OF INDIVIDUAL. LOTS SHALL BE THE L.~ ~ ~I NUEE! VE BUFF a i i i r i m RESPONSIBILITY OF THE BUILDER, ~ ~ W i r=. i 7. THE DISTURBED AREA FOR THIS PROJECT IS 3.3 AC. C L. V i i . 8. THE OWNER IS RESPONSIBLE FOR INSTALLATION AND Y • ~Y • i / MAINTENANCE OF EROSION CONTROL. DEVICES, ~ - ~ ~ ~ ~ T FEN a r * a r i i a r I ~ 9. INLET PROTECTION SHALL BE I NSTALLED AROUND ALL i i i i l T LMT T s a r r r r r a r a r ~ r r r r r r • r ~ CATCH BASINS AFTER CONSTRUCTION. z ~ ~ ~ . ~ { O. PREFORMED SCOUR I-,OLES SHA B LL E ~ONST'RUCTED AT i TH s • r a~ i r a T 1 17 a 4 i fj i i r r i E END OF EACH DISSIPATDR FOLLOWING REMOVAL OF THE ~ 5ECfi40 a ~ ~ ~ TEMPORARY SEDIMENT BASINS. SEE SHEEP C- I O FOR / ~ ~ ~ ~ ~ AC a r ~r r a r r r r • r a r r ~ i r a a r i r i i i r r p AC / ~ I ~ ~ DETAILS. ~ _ G MERCIAL ~ RCIAL ~ 1 ~ ~ I { . THE FLOOD LINE IS BASED ON A FLOOD STUDY PREPARED ~ ~ ~ f, ~ ~ ~ ~ UCETLANDS• ~ L f i # i i i i i i i i i i i i a i r a C i i a i i i r 5T ~ 1 V'T o / ~ { f BY JONES, CNO55EN ~ DOLLE ENGINEERING, PLLC. ~ s r a r a r r a r r a r a a r r r r s ; i r r a a r r a r i i r r ~ ~ ~b r r i r r r / ~ / i i a r i r r r r i r r i a a i i r i i a a r r i r 6 a a a ~ ~ ~ f ~N~4. f ~ a r T'~ T N / ~ ~ r a r 3•. r r • a r i s a • r i a r r r a i a r i a a r r a i r • a r r s ~x 5 ~ ~ i I~ U H F - tl ~ I / 1 w i a a r a i s i r r r a r r ? i a r i. r a i a w r - r` i a a r a i r ~ \ / i . y i r _ y .a __.a ___.i . ...i_....___.,~.._ _...i. ..i_._ ; * _ * .---..__a____ i y~ __i _--i _ _ CALF RA~/N r~ a a --i ` i - r- i r_ f j ' ~ ~ "-6CJ' PQC l 9 . ~ T - N ~y T ~O-i ...y T ~ ~II: _ i! / ~ 0 30 60 120 ~ ~ r--- iG~°~"W 1154.2 I' ~ • r i"^-- r "'s s a r --r- r ~ r r a r a a a r i a_ i-~---^'a a r ~ ~ aa~E f I SEPTEMBER 5, 2006 -j- --c,,~ -,.G .r..,-- REVISION _ _ _ ST. / ~~PN I ~ ~~AL~ ~ a~slo~ I st REVIEW COMMENTS ~ Box- - 24" P ~ - ~ - - - _ - - - - - - - ~ ~-,~j~ut~rc~~ _ _ _ _ ..,r-- e ~ r t • i i ~ I f t ~ 9 k ; ~ $ ~ ~ar~ ~ ~ it E $ i f ~ 3 fi I / # ~ V ~ i I I ,_,,r I I` 4 f