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HomeMy WebLinkAbout20180542 Ver 1_17BP 2 R 85_BP249_hyd_permit_package_20180417 (2)[ G� � L � � E L a � � T m' � m � � � a,N o� NO] \ �'-C ��� ti a= � � • � � V � � O V \ Nq b,qQ � 8� O�� NOTES: ���i�� �� ����� ��i������i �������� ��� �������� BEA UFORT CO U1�lTY LOCATI0111: REPLACE BRIDGE 1110.249 OVER DUCK CREEK ON SR 1336 (HAWKINS BEACH ROAD) TYPE OF WORK: GRADING, DRAI11tAGE, PAVI11iG AND STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT 1. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. 2. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. 3. SEE SHEET 2B-1 FOR TEMPORARY DETOUR DOCUMENT NOT CONSIOERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in fl� Offlce of: N1'DRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH �INTB HNTB NORTH CAROLINA, P.C. ADT 2011 = 530 RaleighS1NorthkCaroltlnaS2760g200 50 25 0 50 100 Nc ��cense No: C-1554 ����p� ADT 2031 = 1060 �� �' �� K = � O % 2012 STANDARD SPECIFIGATTONS a@ ��o PLANS LENGTH OF ROADWAY PROJECT 17BP.2.R.85 = 0.110 MILES ;� D= 60 % DOUGLAS WHEATLEY PE PE o � 50 25 0 50 l00 T= 6 %` LENGTH OF STRUCTURE PROJECT 176P.2.R.85 = 0.016 MILES RIGHT OF WAY DATE: PRo�Ecr Excrx�R S/GNATURE: �� � V= 60 MPH JANUARY 31, 2018 ROADWAY DESIGI� ��, � PROFILE HORIZONTAL MONICA J. DUVAL ENGINEER � � ) * TTST =2% DUAL 4% TOTAL LENGTH OF PROJECT 17BP.2.R.85 = 0.126 MILES reo�Ecr nssrcx exc,x�ex ��t� � �Qa�� l0 5 0 l0 20 FUNC CLASS = LETTIIYG DATE: � pp�� LOCAL AUGUST 8, 2018 HEATHER C. LANE PE PROFILE (VERTICAL) SUB—REGIONAL TIER Ncnor courncr P�E srcvnsvne: � _^, ` Wl rc EXCAVATION IN CAMA WETLANDS = <0.01 Ac /19 SF FILL IN CAMA WETLANDS = c0.01 Ac/279 SF � HAND CLEARING IN WETLANDS = <0.01 Ac/212 SF q0 8����7 MINIMUMEOFStON B;LOOW CR�EEBK BOTOTOM K ATBAE TR � � . �nqo F �� � �. _ OSPF TE COMPANY fMC. \ ��f u�rE�— _ � . p � ..,..,, _ � � - ----_.:_._:-- � i JTfl 13+85.00 O 5�.�;E OF wOR7N CAROLINA TO SWING APPROX 500' OF LE FROM WEST SIDE OF ROAD AND BORE UNDER CREEK AT A W2 EXGAVATION IN CAMA WETLANDS = <0.01 Ac /20 SF FILL IN CAMA WETLANDS = 0.02 Ac /700 SF IMPACTS IN SURFACE WATER = <0.01 Ac/14 SF CLASS 'B' RIP-RAP �� � EST. 1 TONS 4,� Y EST.S SYGF � �. i � `o/\ 1 ��,. R�i- � �i j"� i� :� �l � ` 1 =� � � I � .� . .� / � ' � / � � -' i . .-� � y� � / .� .� � r � � �I F1y�l 1� CPMA Wf�. i f.l fl ����i /� 1 P � E- -- �' i �-�i cw.�r 1 1 5A � � ' � � i '�% END BG -L- � STA 6+13.6 (LT) : � � � WETLAN D & STREAM IMPACTS SCALE 1" = 40' QP � �� J�I � O G TEL I �,PCS PHOSPHATE - COMPANY INC. � I-xJ� ovr`�.c�.u�. } �,� � .. �� �: 1 i �: � :i�. '- y �� �"�I e' � �`�' ,� 4 I ��r 1 y_ 1 y s' 1 3- _�. ' � _ �,� r�_�� � � � � � � j # 1 y � - � �� 1 - B GIN SBG -L- � ;'� ' 1- � �- i - - - S .16+85.0 ��r ��,b I+ � 1,'� � '- y . 1 �- � li l.��l �'- �� 1 � \ : Ya � V I i� 1 ��, i / 1 1 ��� � � / 1~ � _� , �� ' — _ ■�l�il��� ������ ���Q��� — ._ �� ��w.� � �AIA _ _ — E ve exisr. tl GE � �: o�>e Frtk -��, r, . 1 , ,�.H.c1 w._L - - � l � + � 4 � � � �� E � L M 1 � N� 1 r - 1 \ V,I . J- � Y� �:k . i_ 1 i' 1 i � � 1 �� �� �� a%�� ��1 �r i ' � } 1 � - � y G�I N T B Nc1eicense�NohocaRssa�as276e092o0 W3 FILL IN WETLANDS = <0.01 Ac /45 SF FILL IN CAMA WETLANDS = <0.01 Ac /8 SF + PROJECT REFERENCE NO. SHEET NO. 17BP.2.R.85 4 RNJ SHEEf NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 2 OF 10 „J�DENOIES . � . IiJ NIETLl:` `. �.. �: F DENOTES FILL IN . _ ' 4�.'ll'L4ND .. ��.��i�G�..,._ �DENOTES IMPACTS IN SURFACE WATER fi; � CAMA WETLANDS E _ ' - - � �� � 11 404 WETLANDS oRe Pir SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT W4 FILL IN WETLANDS = <0.01 Ac /131 SF O / PCS PHOSPFIATF ' SCALE 1" = 4O� `� 11 \ COMPANY IhC. 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' , - - - -- --- - --- -�- --- --- ---- ---- -�-- - --- -- -- - -- - EXISTWG CITY OF WASHINGTON OH POWER LINE IS TO BE RETAWED �� '�'�' �� �� AT CURRENT LOCATION WITH NO ADJUSTMENTS. �? - --: _ _ __ _ .- -- __ _ "��,=i mnreRini io ee aeMoveo - - - -- - -- BM#�1 �� � i - � - RR SPIKE SET IN 24" PINE T � m,�r � � . -L- STA 75+17.92, 46.99' LT BEGIN GRADE � - -- END GRADE - - - - - - � � ELEV. = 3.73' _ _ � � r- '- - - - - -- --- --- - -- - --- - - -- -- -- . � -ir' " - : - -- - - .-. � r � -L- STA 13;-85.00 - " -' ' _L- STA 20+50.00 ' ELEV. = 7.70' � .�i ._ �< < , _ _ < < .: ELEV. = 9.30 _ I --�t+T - wr;T _ T�TT :: -: - - - -- - - - - - - - - -- -- - - -- ._ ; I i � . . . . . - . . . . . . . ' _ . . . . . . - -- -- --- --- - -- - - -- - - - -- -- � . ___.-- . __.-- � ----- . ___._.__ . . . ___ . . '- -. ._ . �,.� _ i i - � -- -- ?O - -- � - PI = 15+40.00 � � I � �� W5 EL.= 0.0' � �_ EL = �b: 0'S.00 j� � � ZO -� --- - --: - : � EL = 4.80, �r� SURVEY 8-2417 �� ��r� ' T� - - - - - - -- - --- --- __ _- _'_ T VC = 260' �r� VC = 180' iTr�- � - - - - - ' i i i - K= 115 _ r�� I - i • -; - K = 115 �, I � - - ,� ,� -- - -� - - - - - - _ _� : ' � V= 55 MPH i �:- V= 55 MPH F „'_'�" .a � , � � _, � --- -- -- --� _ _ -- . _ p �:� - - - — ---i� - � Q � 1.9394 / .� � _ --- __ __ t �' ��... � _ 1-)1.8710% +) i L�� LL � _ __ __ -=- -- i 1: �..: �+)0.3768% j �I i � G_L .. i i S, ��. - ��_ ,�,�L,�� � i11. _ cv -a .- _ � � �- � r � - a.. �, � v�. ._.. �. ,, ,. - - � � � ; _��-��_' _ _; � !J 11L1_I IJ11 !_J111._ !_ 111L1:_ ... ---- - ---- - - + . ..... ..o`�. 1 .. ,, ��w L. �_� ,_�_ , I BORE PIT � I I d� SIZE DETCRMINED 7. Trrri --�y ny-1 n� -t i t 5°^ F i ja / � i BY CONTRACTOR �r �� �S_ � � C- a- � � �I � + � 0 _� O 11L1_I !J1 1.�!_!J1 11L I_!J1 11L1 I_ �1 L ! 1_ l � iy � I{p, M��,I � 1.. BORE PIT � ' i I I� - � SIZE DETERMINED i ,t - - ,fi_ - �it _ � ri �. �� � il I ^ � � r i m ZO u�� i_ -�--�+- I�,� I �` E BY CONTRACTOR �` z �o � I__ �"-- " CREEKR@L10K M N MURE I i 1i i i l � � !J 1 L_ 1 LL LlJll Ll I_Jl . � [� � _ �. C M y " � i:- r_ �� i i- �u « r �� m I I 1 � � �, r � f i t '- - , fi � -T---F-, -- - .___ TRI COUNTY BROADBAND I.�i ��-i � u e u ���:= i L_-i_u1i�u_i_�����_J_�_ i. TO BORE CREEK @ 10' MINIMUM 4i��� ;i-�-�j a � --- Li u� u_i ��� �_i i - � �T . -- -- - ��r� ,rr�i� I�`rii� ,r�-,_ r -�_,,r ,-,,r -r'+ �, -- � �- � � � r -I ' � I i I-r r I r �- -� _ L _ - __ -- -- --�ii I i �1ii �i— DIRECTIONAL �i�-� I- �--u_ _� L_� �_ � u. .��i1i�_.., .-i-J1.1.. � i u11 u i �1 L�` l; �. . .._ i��u �` ��ii_� i ��u-jJ u�. BORE 8 WL ��. ii�:-'�-i1 ��: i� �u� i L`'��Li_ � I �' L�-i 1 J 1-u L� 111-1 L L L_ _ _ _ s �� N � - .: � .. .... ... .. . _�. ' ' � �., ..{. .... ;! ! ! i' . �1 - I I �- I� I-- I - I I i I I I I IZ r i l� � I I � . _ ' ' _ i_ 7"�" ' � _ . _ . ._ _" _ i '_ _ � 1 -__ _'_7 '_ f_'_ � - T' '- _'- � ��` 'I_°I�` ' I�-F "_I-1;-r '� ',-�.�` �I -I,_, �' _._ ri ri1 r~:''� :�- : _, ___ _ . , _ .. � " �r- -� - �'-r--�yT-� - - -T- r._'-� - r.� _ _ ._ r._ �_--- ��-r - ----r-- ----� ---r- -r- � --- ---- --- � ,-r-'T-'�--r- r---- �- r--- _ r t�-i : r =-i� i i BRIDGE HYDRAULIC DATA =: � DESlGN DISCNARGE = 650 CFS I`} 'T DESIGN FREOUENCY = 25 YRS _ DESIGN HW ELEVATION = l.6 FT i 1 �- BASE DISCNARGE = 1255 CFS '� BASE FRE�UENCY = l00 YRS BASE NW ELEVATION = l9 FT �_i: ; ; , OVERTOPPING DISCHARGE _ �1400f+� CFS � 1 `=:. , OVERTOPPING FREOUENCI'= �500f+) YRS :�_ OVERTOPPlN6 ELEVATlON = 5.7 FT � _ i �. C- i i_� � ; if: _:__'_ DATE OF SURVEY = 8-24-17 --�� �- W.S.ELEVATION _ �A FT � f �'' AT DATE OF SURVEY I 1 T I � ' I i T' '"%'� 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 rr: -�� -2 0 T �INTBHNTB NORTH CAROLINA, P C. PROJECTREFERENCENO SHEETNO. WETLAN D& STREAM IMPACTS 17BP.2.R.85 4 � ` � RaieighS1NorthkCaroitlnasZ�6o9200 NC LiCense N0: C-1554 RNJ SHEEfNO. `-C' EXCAVATION IN CAMA WETLANDS = <0.01 Ac /19 SF ROADWAY DESIGN HYDRAULICS FILL IN CAMA WETLANDS = c0.01 Ac/279 SF SCALE 1' = 4O� ENGINEER ENGINEER � HAND CLEARING IN WETLANDS = <0.01 Ac/212 SF q O 8,� CENTURYLINK TO PLOW 50 PAIR COPPER CABLE "�S SCALE 1" = 40' W3 \��7 MINIMUMEOFStON BELOW CR�EEK BO TOM K AT A � •. ROP - �� � ^' FILL IN WETLANDS = <0.01 Ac /45 SF r FILL IN CAMA WETLANDS = <0.01 Ac /8 SF � � i�� � O ` G TEL ,.5 PHOSPf' TE COMPANY fMG � _ �;PCS PHOSPHATE � � COMPANY INC. ' cuss 'e• Rir-w,r � -'. `�.�e � �t.l� . � �-- � " '�,. '- � __ � DOCUMENT NOT CONSIDERED FINAL 0 � _ . �� � EST. � TONS � ,�.': � � 1 � � �, �.- � y � 1 _ _ _ _ � UNLESS ALL SIGNATURES COMPLETED � . - EST.S SYGF - 4 - � - 1 � � � - � .s ,a. �' Y �' � �� l'' � �� ,Y �� � y 1 1 �� � -- -- � PSRHlvE1ET �3 OFIIOG � � a �� � ��" R�€- ., �� �� i' s i 5 -�o� , � � 1 �- � � i � � ' � ��- �'- --_ � 1 � � B �,N SB� _�_ � � 1 � '. 1 � -, END PRO ECT I7BP.2.R.85 —PReP �,� � � ��' . ii � 1 � , — — —�— ,.-- , : r« �%, , ,, —L— STA 20+50.00 ; �,tN�1E5 i � � ,. .. . . I 1 1 �i .'i / :� S A.16+85.0 (LT cE�b � �;i '' � 1 � % . � . . i _ _1 �i%/�'/� IN NIETLA". . .. � . . I � 1 � 3 '. . � �i �'��' � �� � + i .. i . . . . . . . . .. . nNoc ' .. ....� . 1 /.� � 1: .t �-� 1 i�. � 1 .� _ N�����.//� - �DENONSDFIii_IN . - . . - .. f oie ri I � �° li i� [ nnn w��. i r.i n 1 ' . . . . � _ � 1 � �� - M', � - - _ , ' - - -� -- �� � - . . � � 1 /�. P E �� E i � � - _s,-- - � --' - � � -- � � � y < ' E _ - . - . . � �.-.-- l ,-i� �.wa� i w . . �-. . .,._ . __ - . . _�___ °Fc� . � � ret �es� � -'�- �- - � ._ - -- -� .. id� . , . . _ - . aov - rna -e� �i„nie� � -' "' _ . , . .. .__ '. -��Pwnbuicr ..-_ - '__ __ ' . � o� cne� _ . F � _ � _ ��, � - �—_ F cnaie� - ._ � � , `\�• � URFACE WATER IN __ i i � � DENOTES IMPACTS ��� S - � _., � � � ORE PI o iF-� - - _ . _ .. � - ` �-noe =<-- ._�.: � � - � . ._ : .. :� ,r�:�. _ n' w. � . i � 1 t F ��W� � �y � c rEc cNetEs ,,., � - � BEGIN PRO ECT 17BP.2.R.85 �, �- �� WFT e°��� F ,� _ • —L— STA I3 + 85.00 � � � � � � ' ,N ' ` � F r E � �•W �' . F � - ---� crrmn weri.a,N�s „ � � � �./ „ — O }. -k� ET SA .... 1�5 I y`� L r i 1 � � � � .. Z E � i� E r- �>3 �^ � � E 1�\� �- �i ��1 404 WETLANDS E 1 i � .� � � � 57A�E Of �'�j�i7Y CAROLINA / END BG -L- RE VE E%IST. - �� i� 1- 1� ORE PlT _.-- � �-- sTA 6+13.6 ��n aR, �E i- �� ,� � i i Y SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT TRI COUNTY BROADBAND TO SWING APPROX 500' OF .���� � f.� � '� BF048 FIBER OPTIC CABLE FROM WES7 SIDE OF ROAD � `�� � � a - BEGIN BRIDGE NTS END BRIDGE TO EAST SIDE OF ROAD AND BORE UNDER CREEK AT A � � MINIMUM OF 10' � ' - - + +- - - + +/- =e.ti W4 ` I END APPROACH SLAB �S -L- POT STA 17 -F 94 -i-/- WZ /'���� FILL IN WETLANDS = <0.01 Ac /131 SF - EXGAVATION IN CAMA WETLANDS = <0.01 Ac /20 SF \ � � ��� , FILL IN CAMA WETLANDS = 0.02 Ac /700 SF �`' O � ,,, IMPACTS IN SURFACE WATER = <0.01 Ac/14 SF � �� F,�.�_�sv —L— /:f-���'" PCS PHOSPHATE SCALE 1" = 40' �`� � \ COMPANY IhC, FOR —DET— ALIGNMENT AND PROFILE SEE SHEET 2B-1 ae�iN APPROACH s�.as j5 Y�`� ' SCALE 1" = 40' -L- POT STA 16+85+/--�� NOTES: EXIST. LOW CHORD ELEV. =2.68' PROPOSED LOW CHORD ELEV.=3.00' , - - - -- --- — --- --�-- --- --- ---- ----- -�---- -- --- - --- -- -- - -- - EXISTWG CITY OF WASHINGTON OH POWER LINE IS TO BE RETAWED �� '�'�' �� '�r �� AT CURRENT LOCATION WITH NO ADJUSTMENTS. �? - --: _ _ __ _ .- -- __ _ "��,=i mnreRini io ee aeMoveo - - - -- - -- BM#�1 �� � i - � - RR SPIKE SET IN 24" PINE T � m,�r � � . -L- STA 75+17.92, 46.99' LT BEGIN GRADE � - -- END GRADE - - - - - - � � ELEV. = 3.73' _ _ � � r- '- - - - - -- --- --- - -- - --- - - -- -- -- . � -ir' " - : - -- - - .-. � r � -L- STA 13;-85.00 - " -' ' _L- STA 20+50.00 ' ELEV. = 7.70' � .�i ._ �< < , _ _ < < .: ELEV. = 9.30 _ I --�t+T - wr;T _ T�TT :: -: - - - -- - - - - - - - - -- -- - - -- ._ ; I i � . . . . . - . . . . . . . ' _ . . . . . . - -- -- --- --- - -- - - -- - - - -- -- � . ___.-- . __.-- � ----- . ___._.__ . . . ___ . . '- -. ._ . �,.� _ i i - � -- -- ?O - -- � - PI = 15+40.00 � � I � �� W5 EL.= 0.0' � �_ EL = �b: 0'S.00 j� � � ZO _� - : - � EL = 4.80, � SURVEY� 8-24 17 � � � ��� �_ � ' � �� - --- --- - - � - � _ _ - -- T - VC = 260' �ri VC = 180' iTr�- � -- - - - -- - - j i i i - K = 115 - � �� � .� I - • _ , - K = 115 �, I � - - ,� ,� -- - -- - - - - _ _ � : _ ' � V= 55 MPH i � V = 55 MPH F „'_'�" .a � , � � _, � --- -- -- --� _ _ -- . _ p �:� - - - — ---i� - � Q � 1.9394 / .� � _ --- __ __ t �' ��... � _ 1-)1.8710% +) i L�� LL � _ __ __ -=- -- i 1: �..: �+)0.3768% j �I i � G_L .. i i S, cv T .e.._ ��.. �.. - , � i i__L , � � � _ i 1L. . I : - - -- - i -- . . . . . "m . ��_ . ... ... � rr i . � . : . i � � - ; . _: :_� � � � �_' - - - - a.. _ , _ _ _, _ _ - — - - �: � ' i i 1:: s : � BRIDGE HYDRAULIC DAT A i �" 0 - u �Lu_iu�� _!_�l�l._ � l�lu_:_ ... _, ..... _, BORE PIT i 1 L�i� �. _.. - -. i I ' ' �`� ` '_� � "_ � � 1 � , � �1 � � � DESlGN DISCNARGE = 650 CFS `} I I r� SIZE DETCRMINED �� 1. Trrt1 --rti ny-1 n_�` -t' Y 5°' F i ja /' � i BY CONTRACTOR - i r t DESIGN FREOUENCY = Z�J YRS ]T i il �S_ � : ' C- �� µ i + . -- [LS : I I:: �I iu _ DESIGN HW ELEVATION = l.6 FT �_-� —10 _� O 11L1_I !J1 1. !_!J1 11L I_!J1 11L1 I_ �1 L !._ l .� W ' i �� . I{p, M�N � 1. ., I I I�._ i� BORE PIT l9 I i -- � � BASE DISCNARGE = 1255 CFS t ._ - , fi - � i t � ri � � r � � � . � �F ! i � �— ' � : i r [ 'u [ , � BASE FRE�UENCY = 100 YRS �, u. �__ i L� i_u�u i_�i � i_ i, SIBY CONTRACTOR Z i � CENTURYLINK TO BORE i i u , i 1 L 11 S BASE NW ELEVATION = l9 FT i_z: _ _ I ' r �i�_ r i � OVERTOPPING DISCHARGE _�1400f+� CFS 1 —T:—� -+---+- I � _ L i " k' '_ ' f: � —20 � 1 �` �. _ �, � L , ; ; C CREEK @ 10 MINIMUM � � OVERTOPPING FREOUENCI'= �500f+1 YRS !.�_ -2O u „ � � , � � �u �� � � �5-- 'r- '-�_ '=��� � `- �'. TRI COUNTY BROADBAND m ! J -�--�-+. I :;-�i � � -;�_z �_ z . OVERTOPPlN6 ELEVATlON = 5.7 FT � __ - I 1 i r i� - i �: E !J 1 L_ L.L _I_IJ1 1 Ll_I_ J1 L_ J1_ l. I_I1 I 1 1 I L! 1 I u �t�._ � L� u�fu_� �_�_� , TO BORE CREEK @ 10' MINIMUM �_��i� , �� �i� � �� u-� � � � � 1f: a �— _ _ _ _ . 4� � � +_ �_ ,-r,�� - � �� � ,� � � ,� � � , � �_ � ,_, , � �,, � r ,-r i,-r- I'� I ;� I �� i I � I L i`- , r _ i�_.- ii_�: . DIRECTIONAL � i-r t I-r t-�- r t=ll DATE OF SURVEY = 8-24-17 . . '� � _' •_ . . . . . . . . . . . . . . . . . . -LI_ _L1_. .. _LI_. _I_ _. .. _LL ! 1 � . . ..1... . 1_L _I1 . _ ` u_L ' 1 I_._ 1_ .. � _ _LL .- '_ — '�. � `� .i�u-�i1i�_.., .-i-Jl..i. �_i_u1 .. �i i_�1 � i ,�`� �; �. . . . . : _ i�� u ���i � i �.�� jJ_u I . BORE 8 WL ��. i1� �_u_ � i�-�u� i L-�� , � � _L� .1 � ' LE i�_ -� � i i �. � � � W.S.ELEVATION _ j 1�: ��. � �. _� -- AT DATE OF SURVEY �A FT � � n � T i r�� � rrtY . � � .ti Y . � � _ � �. .! � ; � t . ij " �- � i I � � �t i � � � �t . i � � �7 Y � � i t - - r� _ " r� 1 ��_ . _ : �_ -t �� 1 1_ . it -��_ _Y. `i- ._i- _ . . ._ t � � .�_ _ t- t �_ _ i . �. �. ! � � � T�.� �. � .__. . I . . -_ _. �______ . ___. - . _ -�_ t� i � � __�_ . . ..._- . .-:. � I .:_ . L. ___- � I_____ .�_ _ __r �' . i r- _T..'- r- . L_._ _ _.-� r-..__i . . r -�_r. r.._.. _ .. . . . � i jT. . in r-- . _ �. . :-. - . T � T- r i� �-i�� r i _ --i�� r --i��-� i _ ��-r i i �� r i ��_ r � - r- � rr� i � - . -_- .. . -_- - . �-- _-.. .--- --.-- .. _ . . . � � _. �� � od �im �� �: 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 rr: � rc \ TEMPORARY DETOUR ( DET—) DETAIL SHEET �q0 \8� CENTURY�INK TO PLOW 50 PAIR COPPER CABLE ��7 MINIMUMEOFSION BEL W CR6 E� BO TOMEK AT A � �. . � vo � - . . .. � ' � � � a°P � � �,t�� � ,. �� BEGIN —DET— POC STA 10 + 56.51 =. —L— STA 14 + 96.51, 9.55' RT MAINTAIN AC OTO BOAT RA 2 AT ALL TIME S �. � ; [ OF wORTla CAROLINA TRI COUNTY BROADBAND TO SWING APPROX 500� OF BF048 FIBER OPTIC CABLE FROM WEST SIDE OF ROAD TO EAST SIDE OF fiOAD AND BORE UNDER CREEK AT A W2 TEMP. FILL IN CAMA WETLAND = 0.04 Ac /1818 SF TEMPORARY IMPACTS IN SURFACE WATER = 0.01 Ac /586 2� � l�J —10 a �° ti � —20 i e E a � s N WETLAN D & STREAM IMPACTS G�I N T B Nc1eicense�NohocaRssa�as276e092o0 � �-;PCS POHOSPI+r,Tc CAMa WETLAN� ��I COMPANY INC. CLASS 'B' RIP-RAP � �,�, 1 '- EST. 1 TONS � � 1 , s �� EST.S SYGF W �'I � � �: i :��. � � � � � ,. � f � � ` �Y i 1 �/ � � ��„ R��f- . �i j� s' � _ �` ��or� � �."�� r � � � � � � � � _� L � � � � '� � � � �_� � � � I .� 1 1/ � � BEGIN SBG -L- i il � �, i � �� � � i___�_ F � t.� � 4 STA. 76+85.0 (LT) � � �� } ~f � cE�b � � � 1, �� /1 � � J� ���� � � i � � �a � i Ri F�+� 1,'� M� W� � �`i �`�` �j ' ��`� * m 1 � �,�'%� �;,'� END DET— POC STA 15 + 02.62 = ����i /� 1 P E . E i E Il 1� ��;- —L— 19+30.58,10.21'RT .. „ _-- l , .� cwao .t � i Y �. � . E � . .� .. . . � � -ra"u" sn�oa�es- _-____ . .. _ .. .ov-u:q_. :_._ raavv�e�i��orr��c�au.� ��e >naeu� - .. . . .. T82GI - - _ _. - \�� a � _ .- - - ---- - u . . ... �s BORE PIT -' �--- � -. �� _- _ _ _ ° neie —� = F '�`�tAOP . � _ - _ _ _ -- ___ _ — _ _ i � - 1 � i _ � c�iei.Es— . , � F ' . ::.. ... a., w - - - .cv � - - - � � � �- - - -- .,, — _ � - � � - --- _ss� .� F- �� , � � � _ � �� ��_ ' � -" Y" —DET— ' ' ��E � `_ ., F � _ _ ��� F L M.1 j M� � r - � 1 \ � - - - END BG -L- � STA 6+13.6 (LT) � � / b/ SCALE 1" = 40' E - 1 1:: ��"� m� i� 1� ORE Pl7 REMOVE E%IST. � '" � ;- � � 1 � BRIDGE '� � a(�- j� � �� Y Y FlUrlf� i ' � }_ i � � i EBk � W4 a OTEMP. FILL IN WETLANDS = 0.05 Ac /2091 SF � TEMP. FILL IN CAMA WETLAND = <0.07 Ac /82 SF PCS Pn,^,,,>>�iAi`_ � COMP�a!uv :n�c. NOTES: EXIST. LOW CHORD ELEV. =2.68' PROPOSED LOW CHORD ELEV.=1:59' EXISTWG CITY OF WASHINGTON OH POWER LINE IS TO BE RETAWED �� AT CURRENT LOCATION WITH NO ADJUSTMENTS. BM�, � _ DET - RR SPIKE SET IN 24" PINE -L- STA 75+17.92, 46.99' LT PROJECT REFERENCE NO. SHEET NO. 17BP.2.R.85 2B-1 RNJ SHEEf NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 4 OF 10 �ENOTES TEMPORARY IMPACTS IN SURFACE WATER � DENOTES TEMPORA"i FILI IN WETL4ND � �Y � �� CAMA WETLANDS � i` ,�, 1i i 404 WETLANDS SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT c � � � �� � -- --- _ -�------' - - --�--- - — �--- - - ' �� - _ _ — �� ' - — --- --- �` �� MATERIAI TO BE REMOVED i -- � - �� _ , ELEV. = 3.73' - - - - - -- . _. . ._ - - - --- --- - -- - --- - - - - -- -- i BEGIN GRADE -_ END GRADE I - � -DET- STA 10+56.57 i -DET- STA 15+02.62 �T, � r ELEV: = 5.55 , ��r� � i - _ _� _ ._ : _ . . . . ._._ . � ; �� ��C ELEi/. - b_20 � - ---'- - ---- - .= . �� . __i_._ _. � ..._ �__ . . . . . . - ___ . . . . . . . . . . . . . -- -- - - - - - - --- --- - -- -- - - - - -- -- � .___ __. __ -�_ _ .. i, �. � � i i i i i , � ... . . . .. .� .;. : .: :.- ... ..-_. �� �� � � �� � �� �� .___ - - �� � � ����� . �. . ... . ... :_�_... ... . ... .�. . � �. .. - . PI = 11 -F 25.00 1T: -� " - EL = 4.4P �� PI = 74+10.00 _ _ _. _ - � T = - - - - - - - -- VC = 100' WS El. 0.0' EL - 3.42' --- -- -- -- - -- -- - - = K = 76 i � SURVEY 8 24 17 VC = 90, - - - - - - - --- --- -- - - - -- V= 44 MPH , K 27 - V = 25 MPH � - -- - i - --i� --- __ —_ — I ` 5/ g 00 _ ..-. <<.. ii � _i� iii' _L� I - _ ! l. 1 _ 1 __� _i i i-L � u ��,.iii.� i_ u-i�L. i uLi�i 1 il j� , l :__ �v .� .� .�... �-�� 668 ` ° � _ :. ��1 � i i L� � i L u: 1Li i i ---. . I .. il�vnn ni ii in n �r �� . i 1i. �. - - a . " �__ � � � -)0.3459% �+� .0 uv � � � I � � 7 triTrrr i - �T-I t: = T1 t i . T -f :_ _ f _ . . . " . _ ... .� '_. = _.__ r.-t _ i r � r . I . I -.-.:_.__..__ ..__..r_.. __ .. .. . _. - . _.. .-_ .. � nninnr . _.. t-I�'j-YT�- I . -. 1 T�TrI"T7-Yl-lTj"'fTrY .T_._ � .T � _r_ ._T. . . � _ _ _ - - _ ." � _n. L i�. BORE PIT SIZE DETERMINED BY CONTRACTOR ;. � _ � : -I _ _I L: I_ �. I . . . . �. . I . . �. �. I �..�..1L: : - ��, . � i i i �... ,. ..... � . . . .... „ .... �... ..., .. , , - �.s�r-�\. .. . _.'�.. . 11111 -_.. ...I . a� � BORE PIT ' 1' � LL11 �'" DESlGN DISCNARGE = 470 CFS `} \ � SIZE DETCRMINED � � s' BY CONTRACTOR i r t. DESIGN FREOUENCY = IO YRS �� � � , ��- � , + / � � - - - � ; S - - DESIGN HW ELEVATION = l5 FT � � � ,o miN. _ _ __ _ BASE DISCNARGE = 1255 CFS ;-�}- � . . . . w �- '-� �--�..� .� �_ . �_ --4 . --a. . . � ;+ r ,-r BASE FRE�UENCY = l00 YRS ;� oa ;-r_ ,r.�r r.; rir � i_1 i� ir i_-i_r.�i�_ r.. t �� _�i[ � �� L z- rir � ut u� [� [ s, BASE NW ELEVATION = l.7 FT � z. - ` °� i i_� _ 1 i. i_� _i1 _ i_� _ 1 � i_ _ i i i � i_ _ i� i i i�_ i i i ��� QVERTOPPIN(i DISCHAR(iE _�10001 +1 CFS �� �:: � L�i L�i l i 1 i �k �1_ � � ,�f: � _ - �+ � � - �} -t r �; OVERTOPPING FREOUENCI'= �I001+J YRS � � --1- , i. - ;-T- : 1 r I-H r 1_ - t t t � L, i � 1� L �__L . ' OVERTOPPlN6 ELEVATlON = 3.7 FT � _ _ � � � -- u, � i r - i� 1 ri � 1 �;, r i� r rt r I �� , �� �� �'� i� Lk-1�� � L-' i� � I l�i� ;; l's �' i� -• -- -- � � , �k- sf: � � L L_._I L. � 1 i i '� r� _ , ` I � ' . - � � —u_ � _-i_ DATE OF SURVEY = 8-24-17 i_ � ii i_i �i i � u i i�.... _i__� _'. _ i <<_ : ii i��1. ii i i1 LI i i..L i ��T _LL.-�--i1 .. i r 1 L� � i= � �= i�_� `-L� W.S.ELEVATION � , i�_i�u_� �_.— li—� DIRECTIONAL � � L _� _�_L �� _ Li i j i ��Lj� � ���� ���u ��� � i �� u_j� u i BORE 8 WL �l� .�_u �,�_u� , ��� , Li��� L� 1�� ' LE i-_ �' i � FT I 1f: AT DATE OF SURVEY = �A � r� - r� i_ -- - r � - � r -t � - � -t ' - - r� - r� 1 �.- - : �- -t_ �� � 1 : !t -(� Y `� r �-t- - � t-t �_ i - - t- t � - - i � . � . . �- � �. �. _ __'_ 1 _,7"� .. .r 7"�" . . . _r_ . .r_.' 1 i ' -1 T T._. T . T._._ _ _._7 f '._ l _ f -_l.. f .-.. _ . . . . I .T. . . ._ . . . __- . ___-. . . ___-._ _. . I . . _. . .- '_ . _ . - '_ _ ' � �-_ _ . . _.- " '_ "_ '-_.__ . .. I . . '"%'� 10+00 11+00 12+00 13+00 14+00 15+00 16+00 rr: 20 �Q 0 —10 —2 0 T HNTB NORTH CAROLINA P C � 343 E. Siz Forks Roatl, Suite 200 �\ TEMPORARY DETOUR ( DET—) WETLAND & STREAM IMPACTS Ra�e�9h, North Carolina z�fio9 rc NC License No: C-155a DETAIL SHEET �qp �' 8� CENTURY�INK TO PLOW 50 PAIR COPPER CABLE ( � �; -� __ - \��7 MINIMUMEOFSION BEL W CRD BO BO TOMEK AT A .. . . . -- - - - .. ' ' .. �rem P8� � . . �� - "^°a � � , t�� BEGIN -DET- POC STA 10 + 56 51 -�'— -L- STA 14 + 96.51, 9.55' RT MAINTAIN AC � OTO BOAT RA P 2 AT ALL TIME S�� C OF wO�TH CAROLINA TRI COUNTY BROADBAND TO SWING APPROX 500� OF BF048 FIBER OPTIC CABLE FROM WEST SIDE OF ROAD TO EAST SIDE OF fiOAD AND BORE UNDER CREEK AT A /� W2 TEMP. FILL IN CAMA WETLAND = 0.04 Ac /1818 SF TEMPORARY IMPACTS IN SURFACE WATER = 0.01 Ac /586 2� � . � ' . ������ �����-- � I - - ��;PCS PHOSPHATE � � , . . , _ `_ __-_ - .�?nMa wEi�aND ' i� COMPANY INC. ; � ,_ _ _ CL4S5 'B' RIP-RAP - , } +���, . � -� -�' , _ ' _ _ _' . - EST. 1 TONS 41 � � 1 � � � � , �. � � � . �', �1 _ � _ � `` ' . - � . '.s., `�o., .�� EST.S SYGF . ��il � . . � �_ - , . . �-, _ . J � .. 1 , a- �. /� � . � �I �r � � r � � � � � . . ,--------- _ - � � ,i ' 3 � �-� � � � _ - __ � � �, p 1; � ` � � � � a 1' RC. I �t �. �` -wor7 � i r 1 �� 4 '- '�_ � ��i � .� i � . - � � � . � � . -�--� � � 1 � .. _ .' . , - '- .. - - � � ii -�� �i; ,� --=- � 1 L � � - BEGIN SBG -L- 1 1 .-.�. � }� y- � N� ,� . i F :. � STA. 76+85.0 (LT) cE�b � � � . . � . . . � � � � ` i i e�li .t �� i__ . * �. � .. ie . . i�1� ��� � � PROJECT REFERENCE NO. SHEET NO. 17BP.2.R.85 2B-1 RNJ SHEEf NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 5 OF 10 i¢� �� �, 1,'� M� W� � �'� �`` �' ��`� * m 1 i�,�'> �' _,' END DET- POC STA IS + 02.b2 = �� � r e . 1 1 1'"'' � �`, _ + 0 0 21' RT � ,1 �l -L- 19 3 .58,1 � � - � - r 'wAU E � E 1 ��_E � � � �ENOTES TEMPORARY —___ " .. � - , av-utqr. -_._ p ��" rsda.'�ms ��oe�es �- --�-� � � � . . .- IMPACTS IN SURFACE WATER . . ..;��ro.. . � oaa «-�na�es- . .' . . . _ _ � -i, . . . . . � - . -T82GI — �� . . "noa u,c rE �` .. � . . . � � DENOTES TEMPORA"i — - -� -- -- - - - --- - ... _ . FILI IN WETL4ND BORE P�7" � = L �_:, F . . _ . ' � - - �t woP � - - \ . � ' � F „., w . _ _ _ . _ � - - —�, :, . — ... /� _ -DE - ! L ' �/ ' ,,; '� �Y � �� CAMA WETLANDS 6' � E W _ - -� _ /1 � T � -� 4 s ��� _ �u ��-�� - i :�: 1 i 404 WETLANDS w � /1✓ E � E E - r 1 E i• k - �- � . __ - � . . .. � .. / END BG -L- REMOVE E%IST. - 1 1 �� 1 } l� � 1- � 1� 1 ORE P/T �-- \ STA 6+13.6 �LT) BRIDGE I-- - ��- �� ��� Y 1 � , �_�_ � �} SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT SCALE 1" = 40' � Y EnH U - W4 / a O TEMP. FILL IN WETLANDS = 0.05 Ac /2091 SF �� � TEMP. FILL IN CAMA WETLAND = <0.07 Ac /82 SF - � PCS Pi��:,^„�,.i�.,"f, . � � COMPianlv .h.r . c � � � �� � NOTES: EXIST. LOW CHORD ELEV. =2.68' PROPOSED LOW CHORD ELEV.=1:59' , -- --- - � '_ - �� - � - - - - + EXISTWG CITY OF WASHINGTON OH POWER LINE IS TO BE RETAWED �� �� � mnreRini io ee aeMoveo - - - � AT CURRENT LOCATION WITH NO ADJUSTMENTS. � = = -- --- --- BM�, � _ DET - _ � - RR SPIKE SET IN 24" PINE ' ' -_-' � � -L- STA 75+17.92, 46.99' LT . _ _ ELEV. = 3.73' - - - -- --- --- - -- - --- - - - - -- -- i BEGIN GRADE '_ END GRADE I � -DET- STA 10+56.57 � ' r ELEV. = 5.55 `��� - -DET- STA 15+02.62 �T, ` ' `.,_ ,�� 1�r ELEY. = b_20 � i -� �= -- _ . _ . . . � - - - -- - -- - - -- - - -- -- - - -- rm -- - - - -- - - , I i � �-•--r- . . . . . . ' . ! . . . . . C . . . -- - -- - - -- -- --- --- - -- - - -- - - - -- -- � � -_ � -- - - ' - .-li. . . : � . .. i _ �1 .. �. i i - i ii �� � i �� i i i .—_- .___ — — . _ __ _ �. . ... . ... :_�_... ... . ... .�. . � �.. ... - . PI = 11 -F 25.00 1T: -� " - EL = 4.4P �� PI = 74+10.00 _ _ _. _ - � T = - - - - - - - -- VC = 100' WS El. 0.0' EL - 3.42' --- -- -- -- - -- -- - - = K = 76 i � SURVEY 8 24 17 VC = 90, - - - - - - - --- --- -- - - - -- V= 44 MPH , K 27 - V = 25 MPH � - -- - i - --i� --- __ —_ — I ` 5/ g 00 _ ..-. <<.. ii � _i� iii' _L� I - _ ! l. 1__ _ 1 _ __� _i i i-L � iL__ - iL_ liL 1 iij� � _� �-)1.668 � 0 0 � uv ��J� ,ii �,i�u iL',i� �--- -�-- _ � i 1i. u ��,.iii.� i uJ�L. i u��i _ J � . : �v �. � � -��.3459% �+� . _ . . �-;�� . � . . . � . � F -}- 7 tr� � �- �T-I t� - Ti t i T -t � f �. - _ . . ___ r.--t _ - i t t . _ _ . . I � I ]T �-_]L - _]L L_. - �. . .�.�. _ ,� _,.. . � � .. S �' .�� 0 — � "� D�E ORAULIC DATA ; + - u � u�u1i _ + ��_�1 i_�� . �- � ---- - �� �.�._-=-n..v � � a ,� BORE PIT i -l. BRI HY ...i L-. !_J111'=_ 11 L l_ I... �^��� � �� - 1 ll 11 1 -... �y�`� L_" � � L� _ �. � � Ll �1- � � � DESlGN DISCNARGE = 470 CFS `} i � SIZE DETCRMINED � � � ri ii i � ::� L� -� _ Y \` } '^ "� � 1 BY CONTRACTOR - i r t_ _ DESIGN FREOUENCY = IO YRS � T�1 �. . . -f-��i - . . . . _� �. �_ �� �- ,_ _Y--4_ .. � � ,o miN. W ^ , __ . -- -- S DESIGN HW ELEVATION = l5 FT i =i: C p [I _ 11L1J !J1 L. __lJ111L J_lJ111L1J_ �1 L L1_ l i. + } 1 I. . 1�- I 1 aoRE PrT -._� �--,..- __ _ BASE DISCNARGE = 1255 CFS '� ri�7-YT_- I . _ � i r-�-rrrt-7--�-rn-f�?"!-r .T_._ � .T � T 20 �Q 0 -10 SIZE DETERMINED '- l9 �+ r tT BASE FRE�UENCY = 100 YRS � BY CON7RACTOR o a ; r_ + r� r r r,;--r i r i-i_ 1 i� i r r_- i,r � i� r t; � - _i_i[ �� L z � ur ut t i� -[ � [ i- s. BASE NW ELEVATION = l.7 FT � z. � � z„ m . i '-+ � _i1 � � _ � � i_ _� ��i � i � i� i i � u _ i . � � � OVERTOPPING DISCHARGE _ �IOOOI +l CFS ! � i i_� _ 1� i � � � u_ � � `- m ' _ __ __ � "' OVERTOPPING FREOUENCI'= �I00(+J YRS ;�_ -2O i i�_i_ 1�_ :-' m� � : � z,�[ i� z, L[i=ii , L[i_is , i i1� z,, i_� z_i �_ z I OVERTOPPING ELEVATlON = 3.7 FT ;_ -,r � i , �� � t t ❑ w i i r-- t 1 i-t. - — ,�_ -- - � � � � � � _ � �. L�t i�-� ��� t i� t-��Lt < i���� t I��Lt i� _ _ �i� ',_�k-t� �� �-t�i � �k-t1i� �_ l-�i� �; l-�i� ;; l� �; � � I sf: I'' +1-ri i � � 1, � �i i-I, ,=i i i �� - -- --- � ATE OF SURVEY = 8-24-17 i� _i i_,.�� i i �-�1 u� � �i � i�ii i—i � -. r�� � i_�1,L; �;_I i. DIRECTIONAL -�-L�. � i-i- L� '-��� i-�L� �-;=ii 'r� -� � I=_ L� _ I� D _ I � j i � L i_� .. ii i_ _� i i_.... _i i.�� i i���ii ��_��ii � i-��u-j� Li I. BORE 8' WL L-u_ � �--u W.S.ELEVATION i-: -• _' _ � i � �Li� � � � � - ; I i ' � i� -,� � l ._l _LLi � � -J1i� �_ L��i� ' L-l-1i� ' Lk t� � ' � � Lt �`-�� ' i `-`-��Lt i 1f i_rt ��- � �-� - - -•-, - �-, . � .. AT DATE OF SURVEY = OA FT � �-t r r� _ r� r._ r ��_ ..r y �.-t ' r� r� 1 �. . �_ -t � 1. - it -�� Y � 1- t- t_t�_ i __ t- t � - i� . ���- ��. - � r - � -- - -' i '- �-r -' . _ �: .r-' � �_r_ . _rr' i-- - r �' � � -r r- iT •--� -r- � r � � --r. r-..- . . � I � � T . . '"%'� 10+00 11+00 12+00 13+00 14+00 15+00 16+00 rr: � � ` B1 "' ZONE 1 BUFFER IMPACTS = 595 SF ZONE 2 BUFFER IMPACTS = 271 SF �q0 8� CENTURYLINK TO PLOW 50 PAIR COPPER CABLE \��7 MINIMUMEOFSION BEL W CR6 E� BO TOMEK AT A � � � qo � � .. _ ... :ES_ OSPF TE COMPANY fMC. \ �q�� U c . . � . . . . � � F ��- _ s �� -L- J T fl 13 + 85.00 O �� �. � ; [ OF wORTla CAROLINA TRI COUNTY BROADBAND TO SWING APPROX 500� OF BF048 FIBER OPTIC CABLE FROM WEST SIDE OF ROAD TO EAST SIDE OF fiOAD AND BORE UNDER CREEK AT A � ZONE 1 BUFFER IMPACTS = 1101 SF ZONE 2 BUFFER IMPACTS = 163 SF h CIASS 'B' RIP-RAP . �� � EST.1 TONS 4,� Y EST.S SYGF - �_ �. � � �l �: �'Sr„ RCi_ . �i I� 1� -� �l � ` 1 �� � � I � � � :� / 4 � � I /� ; - s �-� �� y� � / .� � ! a � �I F�1y�l 1� CPMA W� i; I�� � � � P � � \1 I � � M' ��,��/�� � , . F � ,� P 1+= F. ' f, _'. . )S% � � _ �j � E „ E END SBG -L- � STA.16 13.6 (LT) / TRANSPORTATION FACILIN LINE � �-- - \ � \, � /' �\ �1 � BUFFER IMPACTS � �-;PCS POHOSPr:,�,Tc '� COMPANY WC. I CAMA WETLAN� ��.I� r '- � '- 1 W � i'il i � s' l: ,. � 1. 1 ' �. 1 � � Y� �r s' � y1 1 i 1 } 1 � � 1 k ` tuJOD � i;'�� � 1 � � � � 4 � .L � � � � � � �-� � � � - BEGIN SBG -L- i il ' �, � } � `1- � .. � i _ _ _ _ s1n. �e+as.o (ir� �ae II � �' � � � s L � :i_ � � Ya i �=-Il i ;��� ��� � � i w�� ���� � �/ , - . E �' E nu . �' "��� .� T.-.z,�t -- - � � � . L*' � � �� F, �L 1 w� -� � l � �k � , � � M � '� � E _ � e� �� F 1 � �I 1 �i 1 i 1 1 REMOVE E%IST. � '' � � � 1 � BkIDGE �� �af� '�� � � � � r F/ Jrlf� i ' � }_ i � � i � EBk W cCi a O G�I N T B Nc1eicense�NohocaRssa�as276e092o0 B3 ZONE 1 BUFFER IMPACTS = 564 SF ZONE 2 BUFFER IMPACTS = 325 SF + PROJECT REFERENCE NO. SHEET NO. 17BP.2.R.85 4 RNJ SHEEf NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 6 OF 10 � ALLOWABLE IMPACTS ZONE 1 ��� ALLOWABLE IMPACTS ZONE 2 � —Pn� o e�e�-Aa- .. � . :: _ P � c�A� t-e� E fi F S 2a4-3'07,g� _ � CAMA WETLANDS E - _ � �� � 11 404 WETLANDS P/7 PCS PHOSPFiATF� � COMPANY Ih[, � ZONE 1 BUFFER IMPACTS = 204 SF FOR -DET- ALIGNMENT AND PROFILE, SEE SHEET 2B-1 zoNe 2 BUFFER IMPACTS = 160 SF NOTES: EXIST. LOW CHORD ELEV. =2.68' PROPOSED LOW CHORD ELEV.=3.00' , - - - -- --- - --- -�- --- ---- ----- ----- -�---- -- --- - --- -- -- - -- - EXISTWG CITY OF WASHINGTON OH POWER LINE IS TO BE RETAWED �� '�'�' �� '�r �� AT CURRENT LOCATION WITH NO ADJUSTMENTS. �? - --: _ _ __ _ .- -- __ _ "��,=i mnreRini io ee aeMoveo BM � �� - - - -- - '-.-:- � -: i - r RR SPIKE SET IN 24" PWE � T � m,�r ��� � � � -L- STA 15+17.92, 46.99 LT __; gEGIN GRADE - r ;_ __ _ :_' END GRADE -- _' ' �: _- _� �__� � _ - =-� - --- - -- ELEV. = 3.73' - - - - -i � - - -= - _ - -r'---r --. �_ -- - � -- -- � -- -L- STA 13 ;- 85.00 ' _L- STA 20 + 50.00 _ _ - -_- ELEV. = 7.70' � � � �< < , _ _ < < ELEV. = 9.30 I- - -- —� : : �T : - i � __ - - - - - - - --- - - - -- � - = - rr r- - - __._. _._ _ - - --- --- - -- - - - - - - -- -- � . —� - � -r- �- I� � r r r � . .- � � - ?O � � � PI = 15+40.00 � � � �5 EL.= 0.0' � - � PI = 18+85.00 ��� � _� : - � EL = 4.80, � SURVEY� 8-24 17 � : � EL = 6.10' ��r� r � � - �� - --- --- - - � - L - -- -T� _ VC 260' ��i VC = 180' iTr�= � � - - -- - - - -- - _ i _ - i i k K = 115 _ - - � �� -- - -�- - -- - - - - _ - i : i �: K- 115 � 4 STREAM V 55 MPH 1.9394% �..� 4 ��_,�... -- - � u-L = ' '—` '—` �� _..a - � i V= 55 MPH ' LIMITS r�� ' : - _ -i� -� � - - -- - -� " -- ' (-11.s�� -�.. � _ oi - l+l ; L�` _ Li _ � _ __ __ --- -- i -1: � 1+)0.3768% j �I i i_G_L .. � i.S, -- cv � . ,_ � - , � uv ,i�u__L ,�� � i 1l. � � �- - i � � - �, � v ._. .e, ..,.. . _ � � � , � � t� � � � i i ._.—� J_ —� 1'T_� � - _ _i _ _ ' �. � � TT - . . SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT c -10 �, � -20 L � n s v N � � � CL �N O� N� N� �� N : : -. I I � , rt r r �.F � f- �� I� C_ � cl- �. I`� i + - 11 L !!_ l W kI10' MIjJ, BORE PIT � �`^': i I SIZE DETERMINED i I'I I � � ri �-- rr � ` �- �, _ BY CONTRACTOR m i �- il _�_i_ i; Z !o j � �i N �. , , �Fr� t= ti� m � ',�--� � � . � ��'� " TRI COUNTY BROADBAND '�-�-i �; TO BORE CREEK @ 10' MINIMUM , ���� ,�� � ,�_, I � �,�-- , � I �� I �� ��� �� � � 11�+' - r�-�' � -� i�-ri i . i . u_ L_ �_�_ i . � i .. _�i < <_ .. _�i � _ .. _Li_ < < � i . �, I i��u ��� � i ��u_j� u. { �. � .. ... ... .. . __.F i i - r 4 i- i ` - i�yi r i � i i i i� rri i� n�7.YT._ I-._. i r-�-rrrr7YT� . ti Y � I .-:. r.l iI.;._ t i 1. -.__ i I I ��t i I ._�t i I 7 Y.[�j i�. _ r� r� 1. _�-y ... 'T=� ' _� 'T — TI � 1� I�� � 1 �� � L'�'f r 1 I7 � I 1 I r 1 I7 � I 1 - rT rT' 1_ __ -- _ I' I. 12+00 13+00 14+00 15+00 16+00 17+00 18+00 BORE PIT � SIZE DETCRMINED BY CONTRACTOR CENTURYLINK TO BORE i i ui � i_�_1 CREEK @ 10' MINIMUM � „ 1 -T---1-- -- �� i r I� - . . . . . . .. �. . . . . . . . . I . ;_� L l _ �_�li� ,_�_�_1 i_i� ,_i_ � _ _ _ . -4� , ��,_ � �_, , � �,, � r �-r r I-r �- r �, I � �, -� - � L� i_I_ L� i_�� L i_�L� �_u� L_� _ DIRECTIONAL � iu_ �= iu_ � = BORE 8" WL �� ,i� '�-i� � ,�-�u� , �-�� ,_ Li��� ' L�-i 1 - ;t -1� r- rr �-r - � - r-r� -;- - � -r� -r � r � -- -•-� - r-'--i --r- = 19+00 20+00 21+00 I I BRIDGE HYDRAULIC DATA =: � DESlGN DISCNARGE = 650 CFS I-`}}- 'T' DESIGN FREOUENCY = 25 YRS i'+ _ DESIGN HW ELEVATION = l.6 FT ; i. �- BASE DISCNARGE = 1255 CFS i� BASE FRE�UENCY = l00 YRS BASE NW ELEVATION = l9 FT i_z: ; ; , OVERTOPPING DISCHARGE _ �1400f+� CFS � 1 `=:. , OVERTOPPING FREOUENCI'= �500f+) YRS :�_ OVERTOPPlN6 ELEVATlON = 5.7 FT � _ i �. G-! i �_� � ; 1f: _:__'_ DATE OF SURVEY = 8-24-17 --�� �- � � � W.S.ELEVATION _ �A FT � �f� �� iii 1 . � AT DATE OF SURVEY I T I � ' I I 'T' 22+00 23+00 24+00 25+00 2� �Q 0 -10 -2 0 � � � \ TEMPORARY DETOUR ( DET—) DETAIL SHEET �q0 8� CENTURY�INK TO PLOW 50 PAIR COPPER CABLE \��7 MINIMUMEOFSION BEL W CR6 E� BO TOMEK AT A � BUFFER IMPACTS �INTBHNTB NORTH CAROLINA, P C. PROJECTREFERENCENO SHEETNO. aaa e. s�: Forks aoae, s��te zoo �7gp,y.R.85 2�-1 Raleigh, North Carolina z7sos NC License No: C-1554 RAN SHEETNO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER � �., '�HOSPf� TE COMPANY fMG �� � O `;PCS PHOSPr:,',Tc ;-� COMPANY INC. cnMa wEr�allo ��+.I� � �- , DOCUMENT NOT CONSIDERED FINAL �/ � � i � 1 � _,. i . y UNLESS ALL SIGNATURES COMPLETED 4� Y ' � � � � � �� �r � � � y i � 1 � � . PERMIT DRAWING �>vo � . ���1 1 . i 1 ( ` '� 1 .k �: i ' � � ������ � �> i � � * � � � � SHEET 7 OF 10 � �� F ��� � � .�� � � y� _1� �� � �ct�6 � � �� � � � � 1 � � � �� � � � I � �_ rP 1 /1 � il � � � -___ ��Es � I � � �: , i � . _-�:_ .. _ � � '� �: .____ _ . - . . . . . . . ..I . y _:l � . ... �� � I.: _ ._, , i � ALLOWABLE IMPACTS ZONE 1 � � � � � � ��` ° ° ,t�� � Ri e�+i �,'c M,� w` � �:"i < ' '� 1 �* " � � �� ��, �%� � ; ,' END -DET- POC STA IS + 02.62 = ��� nuowns�e iMrncrs zoNe z _- „ ��,� i� ' Poe _w�� E 1 E i 1,,.� � E� - -L- 19+30.58,10.21'RT _ _ _- �-� Y � . . . .. - �=a= � :�.� - � - P�q�� �aa��Es- -- ---->waP ��� ,a ��,�FS- � � . . .:.,_ ..:-,.' �y - ..BORE PIT _ _ — — _ _. — \�� _ _ — — — - ---- - __ _ ° nei . . . .. � . c rE __ F BEGIN -DET- POC STA 10 + 56 51 = ` ` � � =L -� F '_ �`�t "°° -L- STA 14+96.51, 9.55'RT � x,, F- -- e'w` �� ��,N — 1 1 • ,,. __ �e,ts ----- MAINTAIN AC SS� _ - � � - . • M - - ��, E 5 ; ---� Y � � CAMA WETLANDS / 1 O TO BOAT RA P � j;�S \�- E��;l�� E ,�jrr � i� E 1/ � �� � `:�: 1 i 404 WETLANDS AT ALL TIME E k ' � � 1 t - � � � � � 1 ORE Pl7 S7AiE OF wORTOa CAROLINA / �� i� TRI couN-rv BROADBAND ro SWING APPROX soo' oF TRANSPORTATION FACILIN LINE ��� �� '1 i i�- Y r SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT BF048 FIBER OPTIC CABLE FROM WEST SIDE OF ROAD �+�_ _ � Y � � � � - , NTS TO EAST SIDE OF fiOAD AND BORE UNDER CREEK AT A ' :� i BEGIN BRIDGE '�, � END BRIDGE MINIMUM OF t0' \\ � -0ET- POT STA 72i-00+/- ` �s_ „, �;,-,, � -DET- POT STA 13+60�-/- EBk \ ._._____ _ _ �—`..�S, __ -- _— — � � � — _ _ _ — _ —�--._ , _ _ — — ZONE 1 BUFFER IMPACTS = 3282 SF � � a O ZONE 2 BUFFER IMPACTS = 237 SF �� Pcs Pr+osPFinTr � �� \ COMPANY ihc. ZONE 1 BUFFER IMPACTS = 1176 SF ` ", FOR -L- ALIGNMENT AND PROFILE, SEE SHEET 4 zoNe 2 BUFFER IMPACTS = 774 SF ,`�� j5 �, � `" NOTES: EXIST. LOW CHORD ELEV. =2.68' PROPOSED LOW CHORD ELEV.=1:59' - -- - �' - — EXISTWG CITY OF WASHINGTON OH POWER LINE IS TO Bf RETAWED '�� L � - - � '- AT CURRENT LOCATION WITH NO ADJUSTMENTS: � -- Z'-; '-- ,- � �- � �- � , ! - � �-�� � M e '_'___ . - _ _ .. ____..__.___ _—�__-_-__. .. . . . . . .. ... ... � . . . i i � _ . .. . -� �, • ATERIAI TO E REMOVE� I BM= � � — ��� � �_� i RR SPIKE SET IN 24" PWE t�_ � � : " L� i ' rrri ' r�i i � r: i : �.�-L- STA 15+17.92, 46.99' LT : I ` rt. D�� i-�-TrT � � � � ' i - ELEV. - 3.73' � � � � ��_ �! ��i�a ' - �, i � 7� � �� � � � � � i �_'��� � � � BEGIN GRADE {�-` END GRADE � ' ' ' -DET- STA 10+56.57 -��, , � � , , , , i - � I � � -DET- STA 15+02.62 . - ' ; ' ; � . .-i i . .-i i : i r-, : . . � � —j �--r-rrrr�--rYrtTrf �Y: . . .ELEV.� _� � 6.20 . . . . :-�� - - - - - � ._ ! �. . � - .. � _ - ' - ' - - - - - - - - - - _ _ � � � . � � � � � �.- - ' . ��� ri=r � ELEV: - 5.55 � r �- � r � � � � ' � � � J=L1 a � � ' t � � '-; i ' � _- ��� � �. �: ��. � � _�_ !: � � � � « � 0- �� r;� _ PI = 11 -F 25.00 � � 4 i ' i ; ' ' � �� PI = 74+10.00 ' : ' __ __ �i. � EL= 4.41' : �- _ �f � ��� �� i i�::_ .1 �� � i i ' -- �GC�I�7� � - VC = 100' i WS EL 0.0' EL - 3.42' -'�� ' ' �J-L1a-C��aa-C�-17a i � ' �SCI- ' �� � � �. � � � � � K 76 [� SURVEY 8 24 17 VC = 90' _�� V= 44 MPH _i� � : K= 27 � � i p'��1 � -T � " V = 25 MPH _ - —�i 7 -� m� � -� ��l;' �_ -_ -�- �-�{i� i ��-{l ' - - � - - - - i �--,_ j_ � i. �_ � � _i._ _� i._ _ �� �L _�� (-)1.6685% +�3.000 ° �� iv i�� � i�7 t�u i7 i i� �i � -- � --- - � ' � � � ^ - -)0.3459 % � � � i - G0 � � i = - � - = 1 __ ---- BRID�E HYDRAULIC DAT A m � ' ui�j tu � . � . _ - - - - - _-�� __�� - " g�ZE DETERMINED i �j I . �.. _ �. - - - - � / � !__ _ i � " L� DESlGN DISCNARGE 47 CFS -� � , � � _ = p , , , � + ����� BY CONTRACTOR � DESIGN FREOUENCY = IO YRS �� • i l DESIGN HW ELEVATION = l5 FT i: � e��; �_i._ _ � i. ._ � � �._ _ � i._ = i_ - • � �- j - � �°V G�� � BORE PIT "'�,+, - i,o`^^i". ,,,^ —: � — __ __ __ BASE DISCNARGE = 1255 CFS SIZE DETERMINED �� i l9 ', BASE FRE�UENCY = 100 YRS I �o ; - BY CONTRACTOR m� �� __ � t � -r -i � BASE NW ELEVATION = l.7 FT � �o �- - - i m i- — -- u:- �--- . i � � � u — �. . , �.��1 ' � � � � � I� � � i� _u t�L� OVERTOPPING DISCHARGE _ �IOOIX+1 CFS I � � � � � zi' � �� ���� �� � �d� - - � � �?a��' � � - � � - - � � - � � OVERTOPPING FREOUENCI'= �I00(+) YRS � �� � 0 a - - �- � -� m o W ' , + '- + ', � * -t -t- � rt+ �. � OVERTOPPlN6 ELEVATION = 3.7 FT �i `� � � - , , ��S � ii ii_� � � ' �. �= i � i � . i u. l �. l i . w . J.' _ _� � _ '_ 1_ I I— . I 11 . 1 I L I_. L L L. I._L I I _ .. I � �� ��_� t � t� t;-�-, , �� ��_ t � ' '_': ���� ��� ����� _�� � �� �'_ �L� = I�I � _ , � ' �� � r� �� a � � pATE OF SURVEY = 8-24-17 � a� - 1 �� 1. �� 1_ . � i - L 1.� 1_ DIRECTIONAL i�;� �;� �. i u. l �. l � � i. �.- - - — - � �:-�. � ,__ .�. �, �_ . . �t—�_ ��� t �� _t. �._i �_i F= � Lt�iC-. Lt�'_� — � i_.=� -=' �- - W.S.ELEVATION � i a - u � � u_ u u i u u u_u�� BORE 8" WL � i u u 1 u: u � _i7 L� - �A - i � � � � N T DATE OF SURVEY - FT � , , m i- � , , , , _ - - . �n � � � - _ ' �r , � i__�. � ___� _.._ r � r. _�_ _ :_ __ _ �!_ _� � _ _ _ --_ _---._.. � � _ _ -------' � ------__ .- __- __---- ------- ____ ___ __ _ - -- --_ _ - - __ --- -- _ __ _ � � N � . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �m r % 12+00 13+00 14+00 10-rC���� 15+00 11-00 16+00 �� ��C� 17+00 73+��1 18+00 "i,��-C�� 19+00 IS+Ctiu 20+00 �6-rGC� 21+00 22+00 23+00 24+00 25+00 N WETLAND AND SURFACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS 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) 1 -L- 16+63 to 19+03 21" Cored Slab Bridge < 0.01 < 0.01 1 -L- 16+63 to 19+03 21" Cored Slab Bridge (CAMA) 0.02 < 0.01 < 0.01 1 -DET- 10+57 to 15+03 Temp. Bridge 0.05 0.01 1 -DET- 10+57 to 15+03 Temp. Bridge (CAMA) 0.04 TOTALS*: 0.03 0.09 < 0.01 0.00 < 0.01 < 0.01 0.01 0 0 0 *Rounded totals are sum of actual impacts NOTES: Permanent Fill in Wetlands: 176 SF Permanent Fill in Wetlands (CAMA): 927 SF Temporary Fill in Wetlands: 2091 SF Temporary Fill in Wetlands (CAMA): 1900 SF Excavation in Wetlands: 39 SF Hand Clearing in Wetlands: 212 SF Permanent Impacts in Surface Water: 14 SF Temporary Impacts in Surface Water: 586 SF 2016 09 09 � � 1 � 1 � � � 1 1 � � 1 � � � � � • � � � � � � � ���� ..•. • • • ' • • • ' • • • ' � ` • '• • '• :' � �� • - • . • : • �' • • : _- ' •' • • �_-- • -• .• : •�- � 1 • 1 _- �� •� �•�__- _-_____- _-_____- _-_____- _-_____- _-_____- _-_____- _-_____- _-_____- _-_____- _-_____- _-_____- _-_____- _-_____- _-_____- _-_____- _-_____- _-_____- _-____-- • ' - •• • 1 :: 1 1 1 1 1 1 1 1 1 1 Rev. SEP 2016 Jan 2009