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Home My WebLink About20191337 Ver 3_Sht12_corrected_20211015_20211015P=550.0 TFMPORA Y RFACE /0 WATER IMPACT TOP=535-81266> INV= 534.8 DENOTES IMPACTS 'IN SURFACE WATER DETAIL A3 RIP RAP AT EMBANKMENT ( Nat to Scale) Type of Liner= Class 2 TONS,CL See Plan Rip -Rap Geot.lile= S. Plan ay RIPRAP AT EMBANKMEN CLASS II 9 TONS 10 SY SEE DETAIL A3 TEMPORARY SURFACE SPECIAL CUT BASE DIVIATER IMPACT CLASS I RIPRAP SEE DETAIL Al2 reprriLim.....irwj..., --Z11701 ="11111 ITO% 581 0 19=1 so. • Ni011.11111 li=11111N1114:1111ffilkUrAl 4441 gam Ir ;NW'. smi fft.gazimmaffilov, sr fflistimorm tolff limmirrommoNiirowte111Am' 11/111XLIMMIMMier, VIME11.11111M 1411 -,r-.,11111110ii1111111111111111 IMAIMEMOILMIMIWILM.RIFR.RX.R.IF=i="11011111",61. • / —x•mxeft0•••=-.4"...-7,,mmerreomminirmam, REMO b -- SITE #5 DETAIL A10 INLET CHANNEL (Nll Scale) Type of Liner= Class II Rip-Ro (KEYED IN) L STA. 132 +00 DETAIL Al2 SPECIAL CUT BASE DITCH ( Not to Scale) Natural Ground Geotextile 18" Min. D=1.5 Max. d =8 8= 5 Ft. Type of Liner= Class 1 Rip -Rap (KEYED IN) L FROM L FROM STA. 137+00 TO STA. 137+50 STA. 142 +00 TO STA. 137+50 Natural Ground Type of Liner = CLASS I RR (KEYED -IN) DETAIL All CHANNEL CHANGE ( Not to Scale) 24" Min. D= 3.0 Ft. Mott. d = 2.5 Ft. B= 5.0 Ft. b = 5.0 Ft. propo., Natural Fill Slope Ground Exist. Channel L FROM STA. 132+25 LT TO STA. 133+97 S13 (Sugar Creek) SITE #3 AND SITE #5 NOTE: THE EXISTING CULVERT IS NOT BURIED, THEREFORE THE CULVERT EXTENSION WILL NOT BE BURIED. THE BOTTOM ELEVATION OF THE EXTENDED CULVERT WILL MATCH THE ELEVATION OF THE EXISTING STREAM BED. RE,CoE.VER RE,;;:A.AD SITE #5 DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER DENOTES MECHANIZED CLEARING DENOTES FILL IN WETLAND I 5507 1 12 Revised August 2021 PERMIT DRAWING SHEET 10 OF 115 100 0 100 GRAPHIC SCALE 1-NIS AT WESTINGHOUSE BLVD. GRAPHIC 50 25 SCALE 50 PLANS I-SSO7 MECKLENBURG BOXED BY D. GOURLEY 104.02I LAO Ditch Grade DETAIL A3 RIP RAP AT EMBANKMENT ( Not to Scale) 10'min. 1.0'min. GEOTECTILE Type of Liner= Class 2 TONS,CL See Plan Rip -Rap Geotexiile= S. Plan sy TEMPORARY f RFACE ,o ATER IMPACT //TOP= 535.1 INV=,534.8 26o.> DENOTES IMPACTS .IN SURFACE WATER / L STA. 131+25 LT L STA. 132 +00 LT // SEE DETAIL Al2 SITE #5 - TEMPORARYSURFACE — t - '1 _r/N 5r° H4ICSCA‘E'; --- / SITE #5 WATER IMPACT SPECIAL CUT BASE DITCH 7 _ _ / CLASS I RIPRAP u // / ///11Y 8441111k PIN_I-F__51A- 1W-6) Y100 -41.771171tRA itk e014141 il:+11W*:11* _ '40 - s: • (M — - -/ / 4 0 ) / /li i ° ( i e --- t \ \ \ , z `••, „Kk , -------- -----r,-.._--.----- r'l* '---- ):-, , , _ A x _____„------ g .. ,PAV . -- , ,-g-gio. \ -----1---- ----------------,g;25g„-____.? Aigilk----'11110- lik .... kg. g=>TX.TN T,t:n1w,,,,,- , \ g 1 , ,1 _-;--'---=-= --,-----' 1,1101,LL= ---,:44-aijonsININIMILVAA. ------- ..11711 111•7 WIIII101111 Toga ,ntk• tamiliteitIllfa.. 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I 1 WieSill '47.-=:41Mill111117 .7.1111ler"11WIIMMIW- _ ,.....------- -- -"MLIM.-n.-..-"....Allir:147111k7_ ,14., _ =I ...L.. --_t=_-----Z7,-------fli- " _ IEL. lig,'"W"lat NMIA11-1-:.---..'. - --- _ LILT.....irew ..._...._,. ...,,..,,—......--....---. ,-77:---- --/---7:11- - iw- vagmahaiLIWC4.::S4-7-111 -1--r,2-5----------L.,•Mi,t,i---- -----"-------5-- - 7 7' irl.-17 _1_ -7.:,,,, T_____ .,,,,,, ------,---'--------' — ,-- . ,..i.,,.._11.-ic\/ 04 -----,--- INSET SITE #5 DETAIL Al 0 INLET CHANNEL ( Not. Scale) Type of Liner= Class II Rip-Ra (KEYED IN) L STA. 132 + 00 1-5507 RIPRAP AT EMBANKMEN CLASS II 9 TONS 10 SY SEE DETAIL A3 Type of Liner= CLASS I RR (KEYED -IN) DETAIL All CHANNEL CHAN ( Not to Scale) b 1"iFt. 24" Min. D= Mew. d= Ft. B= 5.0 Ft. b= 5.0 Ft. L FROM STA. 132 +25 LT TO STA. 133 + 97 Exist. Channel DETAIL Al 2 SPECIAL CUT BASE DITCH (No"o Scale) Geotextile Front Ditch 18" Min. D=1.5 Ft. Max. d =8 Ft. B= 5 Ft. Type of Liner= Close 1 Rip -Rep (KEYED IN) L FROM STA. 137 + 00 TO STA. 137+50 L FROM STA. 142 +00 TO STA. 137+50 2 \ (Kings S13 (Sugar Creek) SITE #3 AND SITE #5 NOTE: THE EXISTING CULVERT IS NOT BURIED, THEREFORE THE CULVERT EXTENSION WILL NOT BE BURIED. THE BOTTOM ELEVATION OF THE EXTENDED CULVERT WILL MATCH THE ELEVATION OF THE EXISTING STREAM BED. DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER DENOTES MECHANIZED CLEARING DENOTES FILL IN WETLAND GRAPHIC SCALE 50 25 0 50 PLANS August 2021 100 0 100 GRAPHIC SCALE colony 1-5507 MECKLENBURG CYBIXFO BY D. GOURLEY '104.021