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Home My WebLink AboutNCC241860_Site Plan or Location Map_20240618 GR-EC-SW NOTES ''o 4 H R 4 T VICINITY MAP <zn„ 2�e 1. SEE GRADING,EROSION CONTROL, AND STORM DRAINAGE DETAIL N O N ff (NOT TO SCALE) w`y" SHEETS FOR ALL GENERAL NOTES.CONTRACTOR RESPONSIBLE FOR C-m m m m PROPOSED CLEAN WATER DIVERSION DITCH"C" i >w x INCLUSION OF DETAILS SHEETS WITH ALL PLANS. W w a y LL BOTTOM WIDTH: 1.5' v y O w y 1 o 2. NO PORTION OF THIS PROJECT LIES WITHIN THE 100-YR FEMA SIDE SLOPE: 3.1 r / y i)_y FLOODPLAIN. DEPTH: 1.MIN. SLOPE: 2%MIN. ' 7j, _ T ;�' /f 3. SOIL TYPE(S): HmA,DrB CHANNEL LINER: SC250 I I / PROPERTY \ in 3 SOIL GROUP: C/D,C (SEE DETAIL D4.06) 4, STREAM INFORMATION: ' INDEX 1-42-1 PROPOSED GRAVITY SEGMENTAL RETAINING I I I / O F. a ° NAME CRAWFORD CREEK as NI SAFETY FENCE ' as us-sa w. °' CLASSIFICATION: WS-IV (DESIGNEDD 'BY OTHERS)(10'MAX.HEIGHT) 1] a RIVER BASIN: HIWASSEE ' PROPERTY LINE(TYP) 0/ 6'5. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK,CALL THE PROPOSED RIP RAP APRON'C' / Paul Anthony Garr PROPOSED LIMITS OF DISTURBANCE(TYP) I I c CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT 828-771-4755, LENGTH: 10' / ' ' / Rebecca S. V 41 . a CT)N OR EMAIL AT INSPECTIONSOCDCGO,COM. WIDTH AT FES: 5' WIDTH AT END: 12' ' Rema' der of / / N FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING > 00 , OR REDOING WORK DEPTH: 1.5' DB 0/Pg.10 STONE CLASS: B V V ; 6. RETAINING WALLS: (SEE DETAIL D4.02) P 5/Pg.769 / ALL RETAINING WALL ELEVATIONS SHOWN ARE FROM TOP OF WALL �` Tract 2 / (1111) TO FINISH GRADE ELEVATION.CONTRACTOR TO ACCOUNT FOR FOOTER/COVER OVER FOOTER.REFER TO WALL DESIGN FOR FOOTER PROPOSED PERMANENT DRAINAGE DITCH"A" I' ` ` I r- r- DEVELOPMENT DATA DESIGN.WALL DESIGN TO ALSO ACCOMMODATE STORM PIPE BOTTOM WIDTH: 1' PENETRATIONS PER PLANS. SIDE SLOPE: 3:1 2 ` .4/*PD �`?/ -, / OWNER/DEVELOPER: THE BROADWAY GROUP,LLC WALL DESIGN TO INCLUDE FOOTING DRAIN AND 57 WASHED STONE DEPTH: 1 MIN. ` i ) -ask- ,....--_,.. I / 216 WESTSIDE SQUARE M SLOPE: 2R MIN. 1 / ` or._ PD -_r 4 HUNSTVILLE,AL 35801 BEHIND WALL UP TO THE FULL DEPTH OF THE AREA OF GEOGRID CHANNEL LINER. NONE .t� < < "� ROBERT M.BROADWAY FROM BOTTOM TO TOP OF WALLS �� • _'� l / CONTACT: e (SEE DETAIL D4.06) 1 \L�\ _ „ -.. (828)533 7287 y ALL RETAINING WALLS PROVIDING A CHANGE OF GRADE OF 30"OR \f ------>2 • -D : _ V°, 7'p ° 7 PD ` �1� CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A. �j MORE SHALL BE PROTECTED WITH A GUARDRAIL. THE GUARDRAIL I > < O �- ,�� - 168 PATTON AVENUE .. SHALL BE 42"MINIMUM IN HEIGHT,AND PREVENT THE PASSAGE OF PROPOSED WETLAND DISTURBANCE - �` ^,TO o.` ")>3 ASHEVILLE,NC 28801 A 21"SPHERE UNLESS ADJACENT TO A WALKING SURFACE. (SEE DEMO SHEET) ." I I ^N \ 6 '. \ CONTACT: BENJAMIN MUNN,P.E. y COORDINATE BARRIER STYLE AND COLOR WITH ARCHITECT AND --172'-- .♦ `Y! s ` (828)252-5388 Cii) y�j ENGINEER.SEE SITE PLAN FOR APPROXIMATE LOCATION OF 1 / • _ / I • ` V FENCING BARRIERS. - - ' PROPOSED 8"PERFORATED UNDERDRAIN SURVEYOR: OWENS SURVEYING,PLLC 7 / PROPOSED RIP RAP APRON'A' _ _/1 I I .. a��• J 2 a " �� .• �` 19 FORGA PLAZA LOOP LENGTH: 10' OI - ,�,, (SEE DETAIL) CONTRACTOR TO SUBMIT TO OWNER AND ENGINEER FOR REVIEW / 1 ,y, WAYN ESVILLE NC,28786 m WIDTH AT FES: 4' RICHARD M.OWENS JR.,PLS PRIOR TO ORDERING MATERIALS. CONTRACTOR TO COORDINATE / \/ I i CONTACT: WIDTH AT END: II' • 82B 456 9500 WALL STYLE AND COLOR WITH ARCHITECT AND ENGINEER. rl , ,// / ( ) DEPTH: 1.5' j CONTRACTOR RESPONSIBLE FOR OBTAINING BUILDING PERMIT FOR STONE CLASS: B 1t - _ ALL RETAINING WALLS PRIOR TO ORDERING MATERIALS OR (SEE DETAIL D4.02) / �/ / ' I 'k""'�� /i, I CONSTRUCTION CONTRACTOR RESPONSIBLE FOR CONSTRUCTING it / / ) �f � ` ��. I, EXISTING 30'STREAM BUFFER O m m m m m m -40 s a a a E rc RETAINING WALLS IN ACCORDANCE WITH ALL WALL MANUFACTURERS / I ."; / U (FROM TOP OF BANK) STANDARDS AND SPECIFICATIONS. 1 '-:' O / EXISTING 1'CONTOURS(TYP) • ' �. ,/ / i / / Hogsed's Sportswear,Inc. _ • - - 7 a v DB 372/Pg.267 ) - BLDITIG TYPE'$' j a (TYP) PROJECT DATA a EXISTING STREAM ' GFA:12,640 SF a / PIN: 543900307748 PROPOSED CONCENTRATED FLOW OUTLET / - / i' a ADDRESS: 5050 OLD HWY 64 W 'w o FFE:1720.90 AT EXISTING SWALE DISCHARGE(TYP) 1 _ Y I DEED BOOK/PAGE: 420/10 o (SEE DETAIL D3.08) I i iI� / PROJECT ACREAGE: 2.97t ACRES m EXISTING STREAM BUFFER(TYP) w o 1 is • (ALL WORK WITHIN BUFFER TO BE y -/ I STABILIZED AT THE END OF EACH DAY) p PROPOSED OBSERVATION WELL(TYP) - / / '% / /a/� \ • - DISTURBED AREA: 2.10 AC _ w O (SEE TABLE AND DETAIL D4.03) ♦ / / /.' �, ,/ PRE POST ) a 3 o a w �;••"•; ,.,Ufa o / • ® IMPERVIOUS AREA: 0.00 ACRES(00%) 0.71 ACRES(24%) m PERVIOUS AREA: 2.97 ACRES 100% 2.26 ACRES 76% Ala 'l / F•(••' ) a / PROPOSED STRAW WATTLE PROPOSED STORM JUNCTION BOX Z1 1 4:::•,•••::7 i '� (TYP)(SEE DETAIL D3.03) INV.OUT 2.5"MIN ABOVE INVERT IN / •.::.:•::•::. / y/ (SEE TABLE) -r/\ ` ,.•� / � r *Ps` //, ./ . ' / / v / v v 20'Right of Way .. ... '\, 1 ra",':. " Per D.B.72 Pg.23 1_ • / /.'.•.V, .. ,��i/` _ a:.'W, y ,n N M , o / x3 D.B.104 Pg.44 1+� ® -` -- w�' ..i a / • 1 "�"vt .�..' ®/ � �� ../ Thomas G.Winn PROPOSED STORM PIPE(TYP) /I• ): ": i � �` t:. j / 'j DB 404/Pg.163 (SEE TABLE AND DETAIL D4.05) • /' F a !//' 9 n m c in y n z \ , / / `� ! "` ` / ESTL ABLISHED FINISH GRADE N FOR 1 STE ABILIIZATION PE MAN ENT DAYS OF "- - - II! I - -. =^ / -. CD a //iki VEGETATION SEED TO CONFORM WITH SEEDING REQUIREMENTS SHOWN ,x"P PROPOSED SUPER SILT FENCE I C p\p\{\��\�\\�\�\\\ / _ ` / / ON DETAIL SHEET.CONTRACTOR TO PREPARE SEEDBED TO MAXIMIZE \``\ ;V•0 A (TYP)(SEE DETAIL D3.04) ` jl "��' s - '� ( `./ GERMINATION VIA TRACKING,SURFACE ROUGHENING,AND/OR RAKING. O"0� .. ��,_ STORM LEGEND C:?:•} :• �� ® A / : ;�, a ,- ( •:::•u ` / PROPOSED 1'CONTOURS(TYP) =1- O ` �; EXISTING STORM PIPE PROPOSED PERVIOUS PAVERS(TYP) `1j1 �'- i \ d / (SEE DETAIL D4.01) 1 / ,F, t''''''''''1 �� !�! A'� \ / / '., •�yON d e,0.,.' M EXISTING STORM STRUCTURE \ " (•'• ` N `qi PROPOSED STORM PIPE Sportswear,Inc. �• PROPOSED PERMANENT DRAINAGE DITCH"B" :::I DB 372/P 267 ' 10 -- BOTTOM WIDTH: 2' PROPOSED ROOF LEADER COLLECTOR g (( %. T. 1:•: PB 4/Pg.1765 - �.- j,, I 7>7s SIDE SLOPE: 3.1 PROPOSED HEADWALL ) {••' 8 •0 / DEPTH: 1'MIN. CHANNEL ER: • PROPOSED GRATE INLET STRUCTURE i�.1 - ' \ 1"'' {/ ., // /R (SEE DETAIL D4.06) SCI50 / MIN. PROPOSED CURB INLET STRUCTURE +�- : PROPOSED 6"PERFORATED UNDERDRAIN , _ T.G 5'..�1• / I'� _ • PROPOSED JUNCTION BOX/ 0 : (TYP)(SEE DETAIL) ` , { OPEN THROAT STRUCTURE \ o `+"' �' ' / - /� PROPOSEDRIP RAPAPRON B PROPOSED DOUBLE GRATE/ Z `* ` { '� o CURB INLET STRUCTURE LO iQ"o, PROPOSED CONTROL STRUCTURE(TYP) .i10 k � \ , ) \ 8 / LENGTH: 10,R0 - WITH WEIR 2.5"MIN ABOVE INVERT INill �yQ / WIDTH AT FES: 5' 11J (SEE TABLE AND DETAIL D4.05) ` - + WIDTH AT END: 1,5 PROPOSED FLARED END SECTION - . - / / DEPTH: 1.5' ai Jo H. STONE CLASS: B ccZr PROPOSED RIP-RAP APRON �600' / j I (SEE DETAIL D4.02) rc '-` PROPOSED 18'COMPOST FILTER SOCK. No -.Ni' )/ / z (SEE DETAIL 03.07) HO \ - m r A / killir -/ / PROPOSED WATER BAR TO ¢� z I 0 •tea U. / #\ DIRECT RUNOFF TO FILTER SOCK 1 0PROPOSED RIP RAP APRON'C' 4C/ m 0 LENGTH: 10' /-)O\I_elba 1•... ` IA, ��0 ® \ S W ROUGH GRADING&EROSION CONTROL LEGEND WIDTH AT FES: 4.5' at WIDTH AT END 11.5' P ? ------ -' IO -_-__ LIMITS OF DISTURBANCE DEPTH: 1.5' aVedRoad 78-- -\ \ CDC INSPECTIONS HOTLINE: m 1 B STONE CLASS: B jP0b/ic) - NO\ 11 828-771-4755 OR INSPECTIONS@CDCGO.COM O SILT FENCE SF 1(SEE DETAIL D4.02) / (j0 0 / J SKIMMER&CONTROL STRUCTURE PB 6/Pg.489 p' HQ\� �� II IIIIIII� H 11411 o o PROPOSED SILT FENCE TO BE ADDED \ - j TEMPORARY PIPE ONCE STORM SYSTEM IS INSTALLED rn •� l STRUCTURE TABLE AND BREAK THE FILTER SOCK TO �6 _ 1 S < EXISTING CONTOURS _-_ (INVERTS BASED ON 2D LENGTH TO INSIDE EDGES) ALLOW FOR DISCHARGE ,,I w "° �� III I(VII c5 STRUCTURE STATION STRUCTURE DETAILS DEPTH DESCRIPTON PROPOSED CONTOURS 00 Helen Ivester Russell TR - w- RIM 1717.3 DB 378/Pg.153CC PERMANENT DIVERSION DITCH ->PD->PD INV.IN 1715.5(B2-81) \ Know what's below. B7 10+19 INV.IN 1715.5(B1U) 2.1t CONTROL STRUCTURE PB 5/Pg.315 PROPOSED 50'x25'x12"CONSTRUCTION ENTRANCE Call before you dig. NORTH PLUNGE POOL INV.OUT 1715.2(131-130) (TYP)(SEE DETAIL 1607.01)(CONSTRUCTION ENTRANCE TO BE MAINTAINED AND ADDITIONAL E� ,� /'� 7� T 7� DRAWN BY: DMS RIM 1M.3 4( STONE ADDED ON REGULAR BASIS AS NEEDED) GRADINV EROSION CONTROL & CDC PROJECT N . 22314xxx STRAW WATTLE `a CI 10+28 INV.IN 1716.3(C2-C1) 2.4± CONTROL STRUCTURE XXX PERMIT NO. xxz _ INV.IN 1716.3(C1U) PIPE TABLE LATITUDE: 34.9959 ,• , INV.OUT 1716.0(C1-CO) (SLOPES BASED ON 2D LENGTH TO INSIDE EDGES) LONGITUDE: -63.6968 STORM PLAN STONE INLET PROTECTION INLET/OUTLET TABLE RIM 1719.0 PIPE NAME SIZE LENGTH SLOPE MATERIAL (INVERTS BASED ON 2D LENGTH TO INSIDE EDGES) B2 10+63 INV.IN 1716.6(B2U) 2.4± JUNCTION BOX GRAPHIC SCALE SLOPE MATTING INV.OUT 1716.8(82-B1) B1-BO 12" 17' 13.1% PVC STRUCTURE STATION STRUCTURE DETAILS DESCRIPTON 30 is 30 so so SHEET RIM 1720.1 B2-B1 8" 43' 3.0% PVC BO 10+00 INV.IN 1713.0(B1-130) PROTRUDING PIPE - - - SLOPE STABILIZATION(7-DAY) C2 10+84 INV INV.IN 1717.4(C2UE) IN 1717.4(C2UE) 2.7± JUNCTION BOX C1-CO 12" 27' 20.0% PVC CO 10+00 INV.IN 1710.6(C1-00) PROTRUDING PIPE C 3 0 1 INV.OUT 1717.6(C2-C1) C2-C1 8" 54' 2.4% PVC ( IN FEET) 1 inch= 30 ft.