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HomeMy WebLinkAboutR-1015 August 3 2022 Revised Permit Drawings.pdf Ri ihmottind tR/.'1/9n99 PROJECT REFERENCE NO. SHEET NO. L-1015 1 34 RW SHEET NO. DESIGN HYDRAULICS DEPARTMENT OF AGRICULTUREENGINEER ROADWAY ;NGINEER CROATAN NATIONAL FOREST CmA 0� \ �3 -',`': /0 's SEAL SEAL 015869 . 032581 Change on 5/25/2022: Reduction in the mechanized NORTH CAROLINA DEPARTMENT OF TRANSPORTATION clearing of 0.006 ac, Increase of 0.006 ac of excavation in wetlands due to Headwall hkidbIl4moffatt&nichol NC N-F-0 105 I PERMIT DRAWING \ a I SHEET 126 OF 167 TIE PROP.DITCH TO NATURAL GROUND ITE 3 38A 69 Q10=1.6cfs Cl) V10=1.1 fps /TIN LU EXCAYAT N LU LU Lp Z LU HW LU E! *±jt. F > F Y//r , /� A/V� � /—/VZ F I F -r Z* LU LU (n LU �2 N0 I" /r F F F F F F F F F F F F F + C) 2 N 3r 42'45.4*E 2GI CN F1 00 26 SEE DETAIL B -TA LU LU I T 7IrjN JCL B RIP RAP CL I RIP Z EST.I T 4- EST.I TON RAP EST.5 SY OF EST,5 SY GF EST.10 TONS —j EST.23 SY GF U DEPARTMENT OF AGRICULTURE CROATAN NATIONAL FOREST CIS 50' 01 50' 100, 150' NORTH CAROLINA DEPARTMENT OF TRANSPORTAMWHIC SCALE 114EE SHEETS 66 FR PROFIE -L- DENOTES EXCAVATION DENOTES MECHANIZED DENOTES FILL IN WETLAND CLEARING WETLAND SEE SHEETS 2D-ITHRU 2D-L2 FOR DRAINAGE DITCH DETAILS WIWI, 5125,202 �,b.rry R:\Hydm.lia\PERMITS nel,I\D,,wi,g,\W,11,,d& Submitted 8/3/2032 in• .. � • i i . I wm Ovel -"�'����Q�� �.�ii♦tea��.�:��!.���1 r ' �i /fillow •• �III�, ® �I//�. �� — _yr _ — 1 11 ttV- lot MIANION, OEM MEMO ' ' ,DER` 0 PROJECT REFERENCE NO. SHEET NO. RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENLARGEMENT SITE 39 ENGINEER ENGINEER I I INCOMPLE E PLANS DO NOT USE FOR /W ACOUISIYION ENLARGEMENT SITE 40 // f 4.0 c DDE c ^ DEPARTMENT OF ACRItU.TI1RE \ 3I ON5 P 2 taoATAN NATIONAL FOREST F PERMIT D RAW I N G 0 / SHEET 135 OF 167 BRIDGE DEC V "�� GREU T F - FILL IN WE NDS F * f G +k RIP RAP I I 15 TONS 0 ;k T.30 SY GF 10/ I I BANK 6I ATI m � y(D - f F CL RI RAP I I SS 'OR E5T.2 TONS SY\GF 2GI \ S ET REMOVE +k* (a)0=49�CFS EE DRA -ETAIL G E DITCH V10=3.OFPS/ ** m DDE 462 CY / LPEERAL 5'BASE DITCH /GG EXCAVATION R \ m p DE = 85 CY CL B RIP RAP yt/ -Q; * EST.1 TON NO \ f EST.5 SY GF TB 2GI F N - > \ 3 B) \ \ 1I 0 \ EXC WATION 0> 28 a 0 I \ Q10=19CFS d10 i B V10=3.8FPS M I RIP RAP \ H 15YOGF 50' 0' 50' 100' I50' \2 @10'X8'R C � GRAPHIC SCALE 3 I q 7g N F / 3X ENLARGEMENT SITE 46 = i \ F STABILIZATION SRIP RAP N **1 *** MECH. CLEARING o ANK STABILIZATION y; / ml LASS I RIP RAP E TONS **** * F F DENOTES IMPACTS IN F F SURFACE WATER W04/I sl I �I F F GROUND * * « DENOTES MECHANIZED CYv ° * F F CLEARING R / Q EI 0 * F I R RAP 'x' T'`.)F P , C( N ml EST. T S rn 3 STANDARD 5'BASE DITCH 1 4; ES.30 GF N SEE DETAIL EEE 9ti * "R -IV b" -I yy �I S=0.200% ai DDE=21 CY *** DENOTES TEMPORARY �I SPECIAL LATERAL 5' ASE DITCH SEEDETAIL OD CD ** F F * IMPACTS IN SURFACE WATER o Q10=34CFS * F F F ��� W c 3 V10=1.7FPS I EXCAVATION 0 * F F F F DENOTES FILL IN CP-IV E F / WETLAND Q10=34CFS W E V10=2.73FP% a CL B RIP F o TST,TON * /� \ ,,, EST.3iV DENOTES EXCAVATION ~ B 2G Kell IN WETLAND Nw MECH. CLEARING 'CI- U o� Q10=34CFS Lv ° V10=3.95FPS ~ CV --0 i c% o�