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Home My WebLink About20160585 Ver 2_Revised Sheet 3D-1_signed_forNCDEQ_20200129CULVERT STRUCTURE NO. CULVERT STA NO. BARRELS SIZE, IN TYPE CLASS INLET STA INLET STRUCTURE INLET I.E., FT LENGTH, FT OUTLET STA OUTLET I.E. OUTLET STRUCTURE1 REMARKS C1 PL1 STA 12+40.81 1 15 RCP IV PL15TA 12+50.Q0, 42.0 LT MITRE TO SLOPE 1983.31 85.4 PL1 STA 12+32.50, 41.5 RT 1981.00 NCDOT 876.02 W/O DITCH OUTFACES INTO BMP 3 C2 l2REV3 STA 11+76.26 1 15 RCP IV l2REV3 STA 12+03.35, 10.0 LT MITRE TO SLOPE 1972.54 49.4 l2REV3 STA 11+60.53, 13.2 RT 1972.29 NCDOT 876.02 W/0 DITCH OUTFACES INTO BMP 4 C3 l2REV3 STA 22+42.75 1 24 RCP IV l2REV3 STA 22+42.75, 10.0 LT NCDOT 838.01 ENDWALL 1969.38 20.0 l2REV3 STA 22+42.75, 10.Q RT 1969.15 NCDOT 838.01 ENDWALL SEE DRAINAGE CHANNEL STRUCTURE TABLE FOR DITCH C5 l2REV3 STA 59+10.00 1 15 RCP IV l2REV3 STA 59+07.64, 7.0 LT NCDOT 838.01 ENDWALL 1969.10 32.2 l2REV3 STA 59+21.19, 23.0 RT 1968.50 NCDOT 838.01 ENDWALL & 876.02 W/O DITCH OUTFACES INTO BMP 7 ,DRAINAGE SUMMARY 1. REFER TO DRAINAGE CHANNEL STRUCTURE TABLE FOR OUTFALL TREATMENT AND DRAINAGE FROM CULVERT AND STORM DRAIN OUTFALLS. W I1� SEE DETAIL 10, SHEET2D-2 FOR DROP INLET AT WALL t-i (2) CONTRACTOR TO CON FIRM AND FIELD FIT AT LOW POINT OF WALL CONCRETE SWALE; SEE DETAIL 10, SHEET 2D-2 1� 4 LL 0 Q Q oz Ce W co W mr U � Z �. u ce U. .gyp. -gyp E o�,�n u � d r4 - U?:3ucc� p��,VIZr1� Z j. .,: � s m o+o+ �LL m w E m n w cC a w ' ' t OC W a of F _. Z g L40 1. REFER TO DRAINAGE CHANNEL STRUCTURE TABLE FOR OUTFALL TREA ENT AND DRAINAGE FROM CULVERT AND STORM DRAIN OUTFALLS. r a Z CAtpt �4 4` � oAs Slo -f •,� ENGINEER'S SEAL DATED 1/29/2020 * }tom SEAL APPLIES EXCLUSIVELY TO THE REVISION TO . rp 04Q290 (� TRAIL ENGINEER EMBED STRUCTURE C4 ?` 1 EkGI NE�� •` Y2 at 1►0 ZO •«...« rr� l lot,�� CARO ,rA.... '. �` oaus�,ea by oTcF476M19-3nez. /ii6'tfl'e' f ap EN INEER ROJECT NO.: A 15002.00 L3 � 1 L DROP INLET AND STORM DRAIN STRUCTURE NO. DROP INLET STAIiI DROP INLET TYPE GRATE TYPE GRATE EL., ZI FTI HEIGHT {H), FT t2? STORM DRAIN STA SIZE IN TYPE CLASS INLET STA t�1 INLET I.E., FT LENGTH, FT OUTLET STA OUTLET I.E., FT OUTLETSTRUCTURE (NCDOT) REMARKS D11 l2REV3 STA 50+30.00, LT NCDOT 840.14 NCDOT 840.16 199Q.53 9.10 l2REV3 STA 50+30.00 15 RCP IV 5EE DETAIL 10 SEE DETAIL 10 SEE DETAIL 10 l2REV3 STA 50+30.00, $.0 RT SEE DETAIL 10 NCDOT $38.01 HEADWALL SEE DRAINAGE CHANNEL STRUCTURE TABLE FOR SLOPE CHANNEL DI2 l2REV3 STA 51+40.00, LT NCDOT 840.14 NCDOT 840.16 1984.88 9.45 l2REV3 STA 51+40.00 15 RCP IV SEE DETAIL 10 SEE DETAIL 10 5EE DETAIL 10 l2REV3 STA 51+40.00, 8.0 RT SEE DETAIL 10 NCDOT 838.01 HEADWALL SEE DRAINAGE CHANNELSTRUCTURE TABLE FOR SLOPE CHANNEL D13 l2REV3 STA 52+35.00, LT NCDOT840.14 NCDOT840.16 1996.8$ 14.70 l2REV3 STA 52+35.00 15 RCP IV SEE DETAIL 10 5EE DETAIL 10 5EE DETAIL 10 l2REV3 STA 52+35.00, 8.8 RT SEE DETAIL 10 NCDOT838.01 HEADWALL 5EE DRAINAGE CHANNEL5TRUCTURETABLE FOR SLOPE CHANNEL D14 l2REV3 STA 53+10.00, LT NCDOT 840.14 NCDOT 840.16 1979.43 7.30 l2REV3 STA 53+10.00 15 RCP IV SEE DETAIL 10 SEE DETAIL 10 SEE DETAIL 10 l2REV3 STA 53+10.00, 10.53 RT SEE DETAIL 10 NCDOT 838.01 HEADWALL SEE DRAINAGE CHANNELSTRUCTURE TABLE FOR SLOPE CHANNEL DRAINAGE CHANNEL STRUCTURE NO. START STA START I.E., FT END STA END I.E., FT TYPE LINING DEPTH(D), FT WIDTH (B), FT SIDE SLOPE (H:V) REMARKS CH1 l2REV3 STA 22+42.75, 10.0 RT 1969,15 l2REV3 STA 22+42.75,18.33 RT 1969.05 NCDOT876.02 PIPE OUTLET WITH DITCH CLASS B RIPRAP 2.0 2.5 2:1 CH1 l2REV3 STA 22+42.75, 18.33 RT 1969.05 l2REV3 5TA 22+42.75, 33.4 RT 1968.87 GRASS LINED TALL FESCUE GRASS LINED TALL FESCUE 2.0 2.5 2:1 CH1 l2REV3 5TA 22+42.75, 33.4 RT 1968.87 l2REV3 STA 22+42.75, 42± RT 1966.40± GABION MATTRESS SLOPE DRAIN(DETAIL 11/SHEET 2D-2) CLA55 B RIPRAP 2.0 2.5 2:1 TERMINATE ATJURISDICTIONALSTRFAM BOUNDARY CH2 L2REV35TA 50+30.00, 8.1 RT 5EE DETAIL 10 l2REV3 STA 50+32.50, 29.8± RT SEE DETAIL 10 GABION MATTRESS SLOPE DRAIN(DETAIL 11/SHEET 2D-2) CLASS B RIPRAP 1.25 2.5 2:1 TERMINATE ATJURISDICTIONAL STREAM BOUNDARY CH3 L2REV35TA 51+40.00, 8.1 RT 5EE DETAIL 10 l2REV3 STA 51+40.00, 15.3± RT SEE DETAIL 10 GABION MATTRESS SLOPE DRAIN(DETAiI 11/SHEET 2D-2) CLASS B RIPRAP 1.25 2.5 2:1 TERMINATE ATJURISDICTIONALSTREAM BOUNDARY CH4 l2REV3 5TA 52+35.00, 8.1 RT SEE DETAIL 10 l2REV3 STA 52+35.00, 20.1f RT 5EE DETAIL 10 GABION MATTRESS SLOPE DRAIN(DETAII 11/SHEET 2D-2) CLASS B RIPRAP 1.25 2.5 2:1 TERMINATE AT JURISDICTIONAL STREAM BOUNDARY CH5 l2REV3 STA 53+10.00, 8.1 RT SEE DETAIL 10 l2REV3 STA 53+10.00,16.2± RT SEE DETAIL 10 GABION MATTRESS SLOPE DRAIN(DETAIL 11/SHEET 2D-2) CLASS B RIPRAP 1,25 2.5 2:1 TERMINATE ATJURISDICTIONALSTREAM BOUNDARY GRASS SWALES STRUCTURE NO. START AND END STA START I.E., FT END I.E., FT LINING TYPE MIN DEPTH (D), F MINIMUM SIDE SLOPE (H:V) REMARKS G51 L110+40.00 LT TO 14+50.00 LT FIELD FIT FIELD FIT GRASS LIN ED TALL FESCUE SEE DETAIL 12%SHEET 2D-2 1.0 2:1 GRADE TO DRAIN INTO BMP1 PER SHEET SW-1 GS2 PL110+35.80 LT TO 12+50.0 LT FIELD FIT FIELD FIT GRASS LINED TALL FESCUE SEE DETAIL 12/SHEET 2D-2 1.0 3:1 GRADE 70 DRAIN INTO CULVERT C1 PER SHEET 4 G53 l2REV3 STA. 9+88.21 LT TO 14+68.05 LT FIELD FIT FIELD FIT GRASS LIN ED TALL FESCUE SEE DETAIL 12/SHEET 2D-2 1.0 2:1 GRADE TO DRAIN INTO CULVERT C2 PER SHEET SW-5 GS4 L2REV314+68.05 RT TO 25+00.00 RT FIELD FIT FIELD FIT GRASS LIN ED TALL FESCUE 5EE DETAIL 12/SHEET 2D-2 1.0 2:1 GRADE TO DRAIN INTO BMPS AND BMP6 PER SHEET 5W-5 AND SW-4 GS5 l2REV3 57+00.00 LT TO 60+25.00 LT FIELD FIT FIELD FIT GRA55 LINED TALL. FESCUE 5EE DETAIL 12/SHEET 2D-2 1.0 2:1 GRADE TO DRAIN INTO CULVERTCS PER SHEETS 9 AND SW-5 GS6 l2REV3 57+00.00 RTTO 60+25.00 RT FIELD FIT FIELD FIT GRASS LINED TALL FESCUE SEE DETAIL 12/SHEET 2D-2 1.0 2:1 GRADE TO DRAIN INTO BMP7 PER SHEETS 9 AND SW-5 CULVERT STRUCTURE NO. CULVERT STA c/i NO. BARRELS SIZE, IN TYPE CLASS INLET STA INLET STRUCTURE INLET I.E., FT LENGTH, FT OUTLET STA OUTLET I.E. OUTLET STRUCTURE REMARKS SEE DETAIL 5 ON SHEET 2D-3; PIPE SHALL BE EMBEDDED 3-IN C4 l2REV3 STA 43+68.91 2 15 TYPE C CMP 16 Ga l2REV3 STA 43+74.11, 8.1 LT NCDOT 838.01 ENDWALL 1981.50 39.8 l2REV3 STA 43+44.55, 21.7 RT 1976.29 NCDOT 838.01 ENDWA