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Home My WebLink About20161106 Ver 1_130164_Permit_Drawings_20161114SHEET 1 WETLAND PERMIT IMPACT SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) -L- 11+94 to 12+02 Bridge End Bent Removal < 0.01 < 0.01 14 32 -L- 13+18 to 13+40 RT Bank Stabilization < 0.01 < 0.01 7.5 10 TOTALS*: < 0.01 < 0.01 22 42 0 *Rounded totals are sum of actual impacts NOTES: Timber crutch added to shore up the failing existing bridge will be removed, but no impacts are anticipated. Existing footing to remain while end bent is removed. �o za 6 � � -m BEGIN PROJECT —L — PC Stao l0 fll,4/ NOTE: BENCH EXCAVATION AND PAVEMENT REMOVAL HATCHING NOT SHOWN FOR CLARITY TEMPORARY SURFACE WATER IMPACTS f SURFACE WATER DaRr�E�� , FAw DIV11B - BRIDGE 164 - CALDWELL COUNTY � 64-2 DB 1752 PG 1216 —L — PT Sta, l0 f70e64 .�I� STABBLIZATION BA� K SEE DETAIL A.�vE S�ABILI 1 .€ � TUE E TO __ _ : � _ � �x �� ,_ , • o ;� `�� f _ _ r_ _ _- c� - _ _ N 7°48'06.2^E 5' 46' 23.D' Q- F -- F � � LI/ C G � TEMPORARY - SURFACE 4TER IMPAC G � CIASS II RIP RAP EST 50 TONS EST 55 SY GEOiF / BANK � STABI LIZA SEE DET� INSET A �DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY � o � G n � � ''' � � -rP+i •0 m ; EX, �' � i. i �TEMPORARY SURFACE a WATER IMPACTS, r�F r�F � , B -ra� . i st i ;i ;� / I SCALE 1' - 30' SURFACE WATER iMPACTS SURFACE WATER IMPACTS MATCH LINE INSET A $ +s7.00 �, N G +2a.00 153.4' t� 155.8' T�/ —L — PCC Sta, l2 f 99064 —L— PT Sta, 13+27,6/ END PROJECT —L— PT STAa 14f0/o7` -' �POT Stae l4f12,45 200.9, " "''."" 793.9' BEGIN BRIDGE —L— POT STA, 11+72.0 GRAU 350 � TL-2 TYPE III ^"' � o � N 7° 48' 06,2° E� N�°� TYPE III � � AT_, "' IMPACTS \ EMPORARY IMPACTS IN SURFACE WATER �''° " BEGIN APPROACH SLAB SURFACE � —L— POT STA,Il+6/,l3 SCALE WATER IMPACTS SI-1.4NNON WINBERG REYNOLDS 1"=30' DB 1344 PG 820 BM'l ELEV = 1357.7855' . . N 859964. E /252097. i i i 8" SPIKE SET lN ROOT - -. II II I ... - � �� - 1370 - — ---'_ i - OF l5"WALNUT � �� _ BEGIN BRID�E ___ � � �_ —L — ST Ao ll +72a00 Pl = l3 f68v00 END BRIDGE EL = 19354,16' - _. — ,, —� — ST Ao l2 f44o25 VC = 50 _-- ---- _ K = 62 - , _ _ ;, - V = 39 mph = --; _ � _ _----, ____ _ _ _� _ ,` : � � �� —�2,608 ° 1360 Js90 --�, : �� / f _. I �� '' �_ �-4, 3 5'�. 3II' I BE�IN PROJECT \ �� - � — `— _ ( —J1a8000% I I I �---- � _— --- ____ __ � � =�2 — — — _ �.II.R.IIFJ PROJECT REFERENCE NO. SHEET NO. DBlIB-l30/64 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PERMIT DRA WI11lG SHEET 3 OF 4 NAD 83 (N RS S 2007) END BRIDGE —L — POT T Aa l2 +44.25 \ TYSC i I-1 TYPE III SC END APPROACH SLAB � 9' 9' AT-1 —L— POT STA,12+55,13 04 DETAIL A BANK STABILIZATION ( Not To Scale) NATURAL Max. EI. GROUND 1355.9' 1.0'minJ �, Z, GEOTEXTILE Type of Liner= 125 TONS,CL II Rip-Rap Geotextile= 730 s FROM STA. 11 + 72 TO STA. 11 + 87 LT STA. 12 + 36 TO STA. 12 + 54 LT DETAIL B BANK STABILIZATION ( Not to Smle) FLOODPLAIN Max. EI. BENCH 1.0'min� 1353.0' � z —L — ST A, /O f//e4/ _ I o6080% - - _- 135o ELe = 1367e46 �� ceore�i�e f� Nws� �-, DETAIL C i�.34��" � ' Type of Liner= 125 TONS,CL II Rip-Rap BANK STABILIZATION 1-� � - Geotextile= 130 s � Not to Scale) w. ROCK `'� �� FROM $TA. 11 + 82 TO $TA. 11 + 94 LT NAT��,� �344.0- RT END PROJECT GROUND �� I 1341R0RT —L SI /1,�`Y'��o�5 1340 is� PIPE —� i.o�m�� 2, i - � W. Ro�K ---- ELe = 1353055 � � - i338.5' LT _ � _ GEOTEXTILE —� RETAIN - CONCRETE �: I I I I Type of Liner= 2 TONS,CL II RiP-Rap F��T�NG$ � � � Geotextile= 6 s ' ' ' ' ' ' ' ' FROM STA. 13 + 26 TO STA. 13 + 33 RT 10+00 11+00 12+00 13+00 14+00 15+00 1370 1360 1350 PLANS PREPARED BY : R�C �C RUMMEL, KLEPPER 8 KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 NC LICENSE NO. F-0112 •(919) 878-9560 6 � � -m BEGIN PROJECT —L — PC Stao l0 fll,4/ NOTE: BENCH EXCAVATION AND PAVEMENT REMOVAL HATCHING NOT SHOWN FOR CLARITY TEMPORARY SURFACE � WATER IMPACTS DaRr�E�� , FAw DIV11B – BRIDGE 164 – CALDWELL COUNTY � 64-2 DB 1752 PG 1216 ,� -L - PT SfO, �O f7OvE4 i 1 I �� TEMPORARY BANK STABILIZATION SEE DETAIL A. TUE , E TO I F q � �E 5' 46` 23. � � � � TEMPORARY MATC - SURFACE 4TER IMPACT -- iv i' 48' 06.2^ E F F � � CIASS II RIP RAP EST 50 TONS EST 55 SY GEO AB / BANK � STABI LIZATI ON I SEE DETAIL C INSET A ��' � � DENOTES IMPACTS IN � SURFACE WATER SURFACE WATER o�o DENOTES TEMPORARY r�i, � SURFACE a WATER IMPACTS, r�F r�F � /, B a' I/ , � I St I� ;/ ;� / SCALE 1' - 30' SURFACE WATER iMPACTS SURFACE WATER IMPACTS MATCH LINE INSET A $ � +s7.00 �, G +2a.00 153.4' t� 155.8' T�,/ —L — PCC Sta, l2 f 99064 —L— PT Sta, 13+27,6/ END PROJECT —L— PT STAa 14f0/o7` -' — �POT Stae l4f12,45 200.9, " "''."" 793.9' BEGIN BRIDGE –L– POT STA, 11+72.0 GRAU 350 � TL-2 TYPE III ^"' � � � N 7° 48' 06,2° E N�°� TYPE III � AT-1 r BEGIN APPROACH SLAB �.II.R.IIFJ PROJECT REFERENCE NO. SHEET NO. DBlIB-l30/64 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PERMIT DRA WI11lG SHEET 4 OF 4 NAD 83 (N RS S 2007) END BRIDGE –L – POT T Aa l2 +44.25 \ TYSC i I-1 TYPE III SC IMPACTS EMPORARY IMPACTS IN SURFACE WATER " SURFACE � ' I i –L– POT STA,Il+6/,l3 END APPROACH SLAB 9' 9' SCALE WATER IMPACTS SI-1.4NNON WINBERG REYNOLDS 1' -30' DB 1344 PG 820 BM'l ELEV = 1357.7855' - - N 859964. E /252097. . i i i 8„ SPIKE SET lN ROOT _ -. II II I ... - � �� - 1370 - — ---'_ i - OF l5"WALNUT � �� _ BEGIN BRID�E ___ � � �_ —L — ST Ao ll +72a00 Pl = l3 f68v00 END BRIDGE EL = 19354,16' - ___ ,, —� — ST Ao l2 f44o25 VC = 50 _-- ---- _ K = 62 - , _ _ ;, - V = 39 mph = --; _ � _ _----, ____ _ _ _� _ ,` : � � �� —�2,608 ° 1360 Js90 --�, : �� / f _. � �� `�' I BEGIN PROJECT � �,'3°�°-�.30-� -__� AT-1 –L– POT STA,12+55,13 ---- DETAIL A BANK STABILIZATION _� � ( Not To Scale) NATURAL Max. EI. _ GROUND 1355.9' 1.0'minJ � Z, GEOTEXTILE Type of Liner= 125 TONS,CL II Rip-Rap Geotextile= 730 s FROM STA. 11 + 72 TO STA. 11 + 87 LT = STA. 12 + 36 TO STA. 12 + 54 LT DETAIL B 1370 BANK STABILIZATION ( Not to Scale) 1360 FLOODPLAW Max. EI. BENCH 1.0'min� 13z3.0' I -- �/ i- - o-- �-)laU��O� � �—. ! . —_ ___� .—: � —L— STA, lOflle4/ _ I ' �26080/ 135o ELe = 1367e46 �� ceore�i�e f� Nws� �-, DETAIL C i�.34��" � ' Type of Liner= 125 TONS,CL II Rip-Rap BANK STABILIZATION 1-� � - Geotextile= 130 s � Not to Scale) w ROCK `'� �� FROM $TA. 11 + 82 TO $TA. 11 + 94 LT NAT��,� �344.0- RT END PROJECT GROUND �� I 1341R0RT -L SI /1,�`Y'��o�5 1340 is� PIPE -� i.o�m�� 2, i - � W. Ro�K ---- ELe = 1353055 � � - i338.5' LT _ � _ GEOTEXTILE —� RETAIN - CONCRETE �: I I I I Type of Liner= 2 TONS,CL II RiP-Rap F��T�NG$ � � � Geotextile= 6 s ' ' ' ' ' ' ' ' FROM STA. 13 + 26 TO STA. 13 + 33 RT 10+00 11+00 12+00 13+00 14+00 15+00 1350 PLANS PREPARED BY : R�C �C RUMMEL, KLEPPER 8 KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 NC LICENSE NO. F-0112 •(919) 878-9560