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Home My WebLink About20180542 Ver 1_Impervious Dike_Additions_20181129� � � W, � \ EXCAVATION IN WETLANDS = <0.01 Ac /68 SF EXCAVATION IN CAMA WETLANDS = <0.01 Ac /19 SF FILL IN CAMA WETLANDS = <0.01 Ac/219 SF �q HAND CLEARING IN WETLANDS = <0.01 Ac /212 SF O \8�y CENTURYLINK TO PLOW 50 PAIR COPPER CABLE ��7 MINIMUMEOFSION BELOW CNREEK BO TOMEK AT A � , COMPANY INC. CLASS 'B' RIP—RAP EST. 1 TONS � '—'/ EST.S SYGF F� r r � � L l t . �� . � ai � ,� r �� , � � � � ,� _ �PROP v,a-,F� �a« `i � � � �� - _: r- � ,_ i Y�� ,��, _- _ -� a � i � %s�� acP-N � � � � , � ._ � ° � m� � .. .. I m &A;. � ca�,rA � r�Ai�o , �I �vn ,s yr � � � � � � /� �E-�E . � .. � � - - ��i cwAo � F7... _ _ _ �o tG rE�' F ��` rs ' � . � � ORE Pl BEGIN PRO ECT 17BP.2.R.85 � � � w � , � �° —L— STA I3+85.00 F ' M�WEr�ANo � y �� ;�','� .15 O�,Z � �� rK�, � y �� 2 +`� E E — :�SORTH CAROLIN:: TRI COUNTY BROADBAND TO SWING APPROX 500' OF BF048 FIBER OPTIC CABLE FROM WEST SIDE OF ROAD TO EAST SIDE OF ROAD AND BORE UNDER CREEK AT A MINIMUM OF 10' W2 \ �'�' EXCAVATION IN CAMA WETLANDS = <0.01 Ac/20 SF L FILL IN CAMA WETLANDS = 0.02 Ac /661 SF FILL IN WETLANDS = <0.01 Ac /2 SF - IMPACTS IN SURFACE WATER = <0.01 Ac/12 SF -- SCALE 1" = 40' FOR —DET— ALIGNMENT AND PROFILE, SEE SHEET 2B-1 SCALE 1" = 40' NOTES: EXIST. LOW CHORD ELEV. = 2.68' PROPOSED LOW CHORD ELEV.=3.00' EXISTING CITY OF WASHINGTON OH POWER LINE IS TO BE RETAINED AT CURRENT LOCATION WITH NO ADJUSTMENTS. ,,• BM#1 --- _ RR SPIKE SET IN 24" PINE -L- STA 15+17.92, 46.99' LT BEGIN GRADE ELEV. = 3J3' -L- STA 13 + 85.00 ELEV. = 7.70' - i � �i 2� �� " 0 —10 � � —20 a E Q � 6 v s m, � + PI = 15+40.00 - EL = 4.80' VC = 260' = K = 115 V= 55 MPH _ _ (-l�.s��oi _ ;� BORE PIT SIZE DETERMINED BY CONTRACTOR ITRI COUNTY BROADBAND TO BORE CREEK @ 10' MINIMUM WETLAN D & STREAM IMPACTS !��.�ROP / .�� SCALE 1" = 40' C�INTBHNTB NORTH CAROLINA, P.C. PROJECTREFERENCENO SHEETNO. saa e. six Forks aoaa, s�ite zoo 77gp.2.R.85 4 Raleigh, North Carolina 27609 NC LiCense N0: C-1554 RNJ SHEETNO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER W3 FILL IN WETLANDS = <0.01 Ac /45 SF FILL IN CAMA WETLANDS = <0.01 Ac /8 SF � O 'F. TEL -,r� .. �� V '��` � � �— —_' UNLESS ALL SIGNATURES COMPLETED � � � � , I�� *� � � � � � � � � � � � � ; ��_�-- --�� PERMIT DRAWING i� �;`� � �y � Y� � � � � � � � � ;�� -�� END PRO ECT I7BP.2.R.85 SHEET 3 OF 14 ' � � -`�� - — — —�— -= —L— STA 20+50.00 7i � � � �� I�y .e 1 i � . �0 � / � � N NWET AN : � � t �_ < � � ��d � w� � i � ? . DENOTES FIL.. �� r . c,�.�� / . _ _._ F F WETLAND �, � .�,�.. .. � --_ ._...... _. E� ' � , � - '-- -��— --' - � � . E.� � � - ores HnNo �.cfFo� �ti.e� �� _ _ _ ., �caeiE 's ' ___ ' --' �pURF21NG �. Pxa / EL cneLFs �'.� � ' .. __ ��qopuG_r _ . . �� `, ENOTES IMPACTS IN � � � ..: -' , `,. ACE WATER - � �� AaP- ' �-.-, >�_ � �,. �E --�, w� � � � - . F�=�—��-W{—_ , F r = - � _ � � �� CAMA WETLANDS s�v�� — _ � �— \ e � �4 x � � ` 'r/ � M� _` E�� r �'� 404 WETLANDS _E 3� � � � � � � � � � � �� . � � eoae Pir ��'��' �� SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT �- ' � � -� ��..... ...,.�.,� .._,. - L- WS EL.= 0.0' SURVEY 8-24-17 + \ W4 FILL IN WETLANDS = <O.OIAc /120 SF O PCS PHC` �� V ■�� ■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■o■■■o■■■■■■ ■■■■■■o■■■■■■o■■■■■■o■■■■■■o■ �� ................. .......................... — --- ELEV. = 9.30 i i i i i � - PI = 18+85.00 '� EL = 6.10' --- VC = 180' i�= Iii i = 'i K = 715 --_. i V = 55 MPH (+)1.9394% � �_ � � '� � P i � I� �o• MiN. � � � � � i ; r . . I j J � ...�. . DIRECTIONAL BORE 8" WL r� rr�r � r� rrri� rl� r�rm � ri ��m�ri � r� � �' 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 BORE PIT SIZE DETERMINED BY CONTRACTOR CENTURYLINK TO BORE CREEK @ 10' MINIMUM � I 20+00 21+00 22+00 MATERIAL TO BE REMOVED BRID�E HYDRAULIC DATA DESIGN DISCHARGE = 650 CFS DESIGN FREQUENCY = 25 YRS DESIGN HW ELEVATION = l.6 FT BASE DISCHARGE _ 1255 CFS BASE FREQUENCY = l00 YRS BASE HW ELEVATION = l9 FT OVERTOPPING DISCHARGE _ �I400f+1 CFS OVERTOPPING FREQUENCY= �500(+) YRS OVERTOPPING ELEVATION = 5.7 FT DATE OF SURVEY = 8-24-17 WS.ELEVATION AT DATE OF SURVEY = �•� FT 23+00 24+00 25+00 20 �0 0 —10 —2 0 � � TEMPORAR Y DETO UR ( DET-) � ` DETAIL SHEET �q0 \8� CENTURYLINK TO PLOW 50 PAIR COPPER CABLE ��7 MINIMUMEOFSION BE OW CNRE E� BO TOMEK AT A WETLAN D & STREAM IMPACTS �INTBHNTB NORTH CAROLINA, P.C. PROJECTREFERENCENO SHEETNO. saa e. six Forks aoaa, s�ite zoo 77gp.2.R.85 2B-1 Raleigh, North Carolina 27609 NC LiCense N0: C-1554 RNJ SHEETNO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER I O I arc #AN'c CLASS 'B' RIP-RAP . I .. `,nll�. � �'yI .t � ,. EST. 1 TONS � � 3'/ EST.S SYGF �� ' � � � * � , �H- ' � Y� � � � y / �r � � �� '�I � � � � � � r . ai � � ,- � i ri � � � � � �o> ti.� � � � : � � � � � � � � � � � � � � 4 \ y L II � ` i " .l. _ iy Y' � � � 1 � � �C i ,.:... �, ti 4 4 'z� i � _ �� caecFs � � � ' 1 ,: � _ _ _ _ _ � . .,i^�� ,y � % :� _ .�i _ . �. .., � / : � � � � ... � Y � � _ " . , / / N 's i � � J� � � �0 � '` n � N'r t H � n ._` � / '___ ::_ . :, � 7' � tF� � � � � � ',� i � 3 � V � -�'�� w= � � , ,' END DET— POC STA 15 + 02.62 = � ��,w ,s „Ea-. � � �i - � �s,. ,�P_� ��A Er�ANo e � � � � �' � - ��°6 ' L 19 +30 58 10 21' RT DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 4 OF 14 � '� - „ ,� — — . • _-----_ - � — � � � 'x �J ,—,��'S � � � DENOTES TEMPORARY - - --_ _ 0 E CW py �.� rE� cne�is� - � - - -- . � . . � IMPACTS IN SURFACE WATER � �� ._ cA� ore �ray �� cAe� 'Aa cAe�Es ':.. �� - �� -- � _ . � DENOTES TEMPORARY ___ � .:: F� TB2GI � - - - - —'--"— - — — — — -.. .- --. _ ILL IN WETLAND � � BORE Pl7 e -:,-: , BEGIN —DET— POC STA 10 + 56.51 = � -�- V T` cQ `E� p°` F —L— STA 14+96.S1, 9.55'RT � Z \ F � "� — - — �- — ' � � �: . .,-�.. a•w� F - �-''� � _�v �_ . . \ — - — — —�-_'-- — - � -' / � s �'" �i�� ,-„ _ �� = � � ; s ,� �� CAMA WETLANDS MAINTAIN AC SS < F,. r � E �� OTO BOAT RA P �5 *;' —DET— � � � � � �" � � � 404 WETLANDS 2 AT ALL TIME —E E E � MA �� E �` � w � ` Y � �� eoRE Pir ±ORTH CAROLIN,�. ,�(�, ��!/ � �, ! TRI COUNTY BROADBAND TO SWING APPROX 500' OF � �� i�� r SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT BF048 FIBER OPTIC CABLE FROM WEST SIDE OF ROAD , � � � � � -� '� NTS ' ro Easr SIDE oF ROAD AND eoRE uNOER CREEK aT n �� !- : � BEGIN _BRIDGE '�„ I END BRIDGE W2 TEMP. FILL IN CAMA WETLAND = 0.04 Ac /1807 SF ' TEMP. FILL IN WETLAND = <0.01 Ac /3 SF TEMPORARY IMPACTS IN SURFACE WATER = 0.01 Ac /531 SF SCALE 1" = 40' Eee� � � w � W4 ` � \ O TEMP. FILL IN WETLANDS = 0.05 Ac /2091 SF \ � TEMP. FILL IN CAMA WETLAND = <0.01 Ac /85 SF PC< NOTES: EXIST. LOW CHORD ELEV. =2.68' PROPOSED LOW CHORD ELEV.=1.59' EXISTING CITY OF WASHINGTON OH POWER LINE IS TO BE RETAINED AT CURRENT LOCATION WITH NO ADJUSTMENTS. � BM#1 - RR SPIKE SET IN 24" PINE -L- STA 15 + 17.92, 46.99' LT ELEV. = 3J3' --- --- -- — i_ ' BEGIN GRADE DET STA 10+56 51 ��i ��I ��I ��I ��n��1 , ��i � oo��o o��oo ��oo�� oo�� oo��o o��oo ��oo�� i ��iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii ��i . . . . . . . . . . ... - ELEV = 5.55 --. - - _- -- . -Utl- SIA 15 + 02.62 \ ELEV. = 6.20 2� � 0 � —10 � � 0 � � —20 a E Q U 6 v N m �- � �. PI = 14+10.00 �- WS EL.= 0.0' EL = 3.42' SURVEY 8-24-V VC = 90' K = 27 V = 25 MPH (-)0.3459 % (+�3.00 � � � � � � � 10' MIN. DIRECTIONAL BORE 8" WL �%'� 10+00 11+00 12+00 13+00 14+00 �: PI = 11+25.00 EL = 4.41' VC = 100' = K = 76 V = 44 MPH � _ _ R (-)1.6685% 6V +�, — � na � � ��. � BORE PIT SIZE DETERMINED BY CONTRACTOR �� , � , � �. _. cv � � BORE PIT SIZE DETERMINED BY CONTRACTOR _�____ � -- - ` --- ' �_ I 15+00 16+00 MATERIAL TO BE REMOVED BRID�E HYDRAULIC DATA DESIGN DISCHARGE = 470 CFS DESIGN FREQUENCY = l0 YRS DESIGN HW ELEVATION = l5 FT BASE DISCHARGE _ 1255 CFS BASE FREQUENCY = l00 YRS BASE HW ELEVATION = l.7 FT OVERTOPPING DISCHARGE _ �1000(+1 CFS OVERTOPPING FREQUENCY= �100(+) YRS OVERTOPPING ELEVATION = 3.7 FT DATE OF SURVEY = 8-24-17 WS.ELEVATION AT DATE OF SURVEY = �•� FT 20 �0 � —10 —2 0 ,y \ / � Y