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HomeMy WebLinkAbout20130469 Ver 2_Application_20130926NORTH CARO� NA , ', .�,�b -��„� ,, _.�� r `_,� � „�. , . � ,<� � n � � `� °°��a, m � 1431 .;{; S — p 600 1622 ' �, �'S � � , _ O ' � — �: .> . ` � 1>90 v 182) \ Z �6 4` ., � 16]I 1 � — _ , —� o ` � 7811 y ` � � y I600 ~�E (� . 10 � ¢. _ � � 1821 l:J ` � 1 S� J • ^a. tzta �v_p ia�5` �� . y 17�6 � � r 1867 IWri � i ' � 'e - / \� ( 1800? �9 u ` �° ""�'°" � � �'F"` �BRIDGE No.186 Cronroatk 1800 1818 � 1� � �P. �� 1618 � D 5 � 1 �� 9 � Paek , � . \ ^ _ 1815 ° � y � � tmo / d��� � ' isas _ie� `iisi� ' l ��+ � \ �eie _ 17�9 — �y �I- � � � � M s : 2` � ,e�s ,6,? , ° � \l � � 120o Gon�mad� 1e12 �� - .° ' � � ��` \ � r � � .3? ' \ ,.o r ,mz � � r�. FR � " � � 1819 H� � � � iooi .e oadi� � .,, ieu � I , ieie � � � isio i o ) j � ,,,� ,�, .— - , z; ; . < r i 1 � , � — ,8,5 �- \ � �,a�, . ,215 � ,�/8 '� � '�; � 1�) 1802 � 1803 � ♦ ` ' — . \ / bi61.1 � � � ) T� 1608'0 _ _ 0 — � O � i � • ` 1?� � 1148' � �� ,ao�, � . 1 isa . J , �2,0 � , 6,8�5 1 � i ,�, � � A � �� ��noo ,ae i ' �*i ism — W+eek� � - �������� ���� (�T� T� ��ALE� ���� �IVI�O�T OF HI(�HWAY� HALIFA% �OU3�TTY ��O,TE� BD-�i�Q Rp�LA�`E ��DaE �1�6 UN �i� l�il� OVE� �IILL �4WA�I� OF �/ ll411:��11' lli1l41LwAd `L-llr AW �a L: � � �1������������ bW 1911`�Il1L's� ��.'N llJ d.!' � L���� 1L' ll llllCil1L i7\o S']�L'V� ����� ll �o'lullsll\�`l]�� B"Y JL ��1`�llL1\� eUe L'1�L''I lld ������,��°�� �,a ���,�,��� � VV ��lY�i�dJ' �.\�������� �IL//�ll0����� iI�L7 1Wll1L'el`�ll�llpA 1L��LVlla �i 1\llJJlll'.f°ilLilq L!"V 6d �uU� �n�� ���,�. ����� ���,����, �� ����� �\ LOW TB �� � LOW TB V EXISTING BRIDGE No.186 LOW WE � � � LOW WE 1� 24�-o��c�EA� RoA�wAY ETHEL Ae GLASGOW & �i2� �4�/,��TOTn�_ �_��NCT�i spAVS: 1 �a is -o°g 2 ca i7 o g i a a-o g i� n-o° ROBERT S. GLASGOW �� AcE T F� �� �ACt n! oNC � suRV�r -�- � ��1NFeCONCeFL00R ON TTMBER JO:S�I�S M N� BENTS & BFN Sa � 56 -2�/a 56'-2'/y" ��BER CAPS ON fIMBFR P1L�S SPAN 'A' � SPAN 'B' � R. JACKET PILES - B1, B2 & B3 � �_�, g � O � � — WOODS BEGIN APPROACH SLAB �r_ — \� WORRIDOIN& 2 STA. 12+gg.31 -L- SITE 1 \ BEGIN PAVEMENT y_ �y � � STA.13+56e50 -L- STA 11+00 00 -L- STREAM & WET�AND IMPACTS/� F,A, PROJECT NOva BRZ-1613(7) SITE 2 THO AS Jo ALLACE & Q10 = 0.2cfs CHARLOTTE L. WALLACE � V� O= L�I4f 5 — � I BMe BM�l i� RR �PIKC IN BASE OF 24"POPLAR 37e23' LEF7 OF -L- STAe 12+22.96 ��� ��L�VD 121�31 END PROACH SLAB � CND PAVEMCNi i- STA. 4+23.69 -L- � STA.16+1Fa00 -L- WOODS M ` � GR LENGTH = 81-3 �, o � EXISTING � 2�TON W/R7 SeRAP '` i (TYPJ `s� CLAS � RI° R° g� Di� �186 �v GF EXIILE �X �T:NG U�.�LITTES TO [3� � � � - WLB — -- — — �; —WLB— ����� o FxTZ �R_�vov�� , Y�e� ` R ��nT�� Qr oTr� r�se __— wi c E R ��r � — : � _ - / - -, , - - R r�- � . ,, ` _ - _ _ _ -- — — �- NOTES FXIST R/W � � � �� - �- � /-ir JV � �� I -. � ' ? � - ' _ _ - - - ING ---------------- i � ' Xi C ----------- �� , � . II ' _" C V �_ . + ------ - - �< � / T�J � �� � _ ___ -------- -----�, _ _ __ ll ETHOD II CLEARI G 0 GRUBB ' ` 2> NO MORATORIUM FOR NASH '�25 � --------- _ifJ6 i�VC N ON THE DARLINGTON USGS GIUA ,; k P � 3) MILL SWAMP IS A BWE LINE STREAM _ � � ��i�i� 2 1 � ` SHOW D i � � -� ---- i r�, _TO SR 161� i � SURVEY -L 1S":t f���L�I�V � ��� r i � �j � � ; � ' � MAP � - � �- � o r r � � 1 15"RCP-CL IV i9 � S� I6!3 (MILL CREEK ROAD) - 20' BS�f N 61°32' 17.4°E n �,�� �, �� I, � i , � � � � � , � �ro sR t6�6 _ EXCAVATION , � `�, � _ r� ���_�� � ��-' � �-- --- �' -- ' , � ��' � rs 2cz � = 771 SF , � - - � ' -- - ----- � � TYP., - --- ---- - ---- --- -------- --- --- ---- 30 SF -- - -------------- -- � m , , , �`� ,' �� ,S„ �/ � � ' � �I � �\ �� � CLASS II RIP RAP -�� - i — -- 1 ,_ _ - - 2�2 tx� R-rv�r � � � � _ , , � ' ' _ ___ ' � � � � �K � �� �- � -_ � � �i�� � � � � � � �� _ _ _ _ , - _ sfi-�i�a-- � �F F � DENOTES FILL IN � ' � � ' \ //I WETLAND — -- , � 7YP� 3S0 G.R. ANCHOF2 �� C�ASS I � -' � "• ' � � � SHOULDER BERM � � W/ GCOIEX�ILE , �� � � � � �� -''- DENOTES HAND � � (TYP. U.O.N.) � (TY�, ) GUTTER (TYP.) „ � � { B � � ` SITE 5 � woor�s � I CLEARING � � woo�s woRK PozNT s �-�o w TWE � woRK PozNr � , � ` I I����!i���1-� DENOTES TEMPORARY � sTA. i3+oo� i-� - �ow wE � �� sTA. ?q+i2.69 -�- ��- � i FILL IN WETLAND / ETHEL A. GLASGOW & = �Ow TB -� �� \ � SITE 3 CHARLOTTE LA WALLA E FILL IN HAND TEMPORARY ' �� NOTE: ROBERT Se GLASGOW � � 0.01 ACRES OF SITE 4 � TEMPORARY IMPACT Q10 = 0.3cfs - P L A N� \ FILL IN WETLANDS CLEARING yyETLANDS FOR EC DEVICES V10=1.49fps scA�E: i��= zo� , � HYDROGRAPHIC DATAe DENOTES GEO-TECH 130RE HOLE LOCATIONS. SITE 1 40 SF 0 SF 0 SF � I � - 14 V-��- (`� - - �2 - �1 = �- � O� �, � �� V- � DRAWN BY : CH6CK�D BY • 7YPlCAL CROSS S�CTION Al_ONG CAUSEWAY �NOT TO SCALE) TOP WIDTH = G�, , w, f 2Jrr. � Fc� � U,% \s cHaNNE� � �7YPJ —�;-o���Exri�E TEMPOHARY CAUS�WA)' � f ABRIC BELOW CLASS l l RlP RAP ALL RIP RAP PLACED USE COARSE AGGREGATE IN THE CNANNEU SURFACE AS NEEDED VEMENT n n _i _ UATG : DATF : HeFIeW, _�EV,��e,s (g/17;99) 2��00 DESIGN DISCHARGE - 1100 CFS � DENOTES TYPE III GUARDRAIL CONNECTION REQ'D. FREQUENCY OF DESTGN FLOOD - 25 YEAR - SEE "GUARDRAIL ANCHORAGE FOR VERTICAL DESIGN HIGH WATER ELCVATION - 125.7 CONCRETE BARRIER RAIL" SHEET. D�AINAGE AREA - 12.4 SQ. MI. SITE 2 I 204 $F 530 $F 0 SF NOTEeGUARDRAIL LENGTHS AS SHOWN INCLUDr BASTC DTSCHARGC (Q 100)- 1700 CFS ANCHOR UNITS. BASIC HIGH WATER 6L�`✓AIION - 127,36 FoR PAVEMtNT �AYOUT & Riw �AYOUr SITE 3 116 SF 104 SF 0 SF SEE "ROADWAY DETAILS" SHEET. OVERTOPPING FLOOD DATA: ovERTOPPING DISCHARGE - 1q59 CFS SITE 4 59 SF I 912 SF 0 SF FREQUENCY OF OVERTOPPING FLOOD - 50 YFAR + OVERTOPPING FLOOD ELEVATION - 126e6 , ov_RrOPPIUG oCCURS AT ROADwAY STA.1o+50 -�- ± SITE 5 0 SF 0 SF 1385 SF STA.13�56.50 -�- '� AT HIGH SIDE SNOULDER BRIDGE & 'I woRK PoINT 2 TOTAL 419 SF 1546 SF 1385 SF STAe 13+OOe31 -L- _ i �' —W.S. ON DATF QF STAe IA i 12.69 -L- WORK POINT 1 ' SURVEY ELEV,li9,65 WORK POINT 3 �rLL FACE END BENT 1 (5/2/12) FILL FACE END BENT 2 GoP, �LEV. 128.03 G,P. ELEV. 128.18 END PAVEMENT N.w.s. E�EV. �za6s v/ze i s�oPE sTA.16+�5.00 -!.- BD-5104Q , P PROJECT N0, STA. 12+89.31 -L- ��_��� �'� NORMAL TO CA STA. 19+23.69 -L- ' ENO APPROACH s�AS ioo YFr�r� HALIFAX COUNTY BEGIN APPROACH SLAB (TYPJ �� (TYfJ HIGH WATER -' ELEV, 1i9,8 � FLEV. 119.2 V ELEVe 1�7,36 ---�' _ — STATION� 13+56050 —L— - - �, -- -- --- — . � �E ..y .. — -- _ . e,, ---- HP 12 X 53 �- `' � ' �' i'-0" REPI AC�ES BRIDGE NOe IB6 SIEEL PT_LES �ER � (TYPJ 1'-0"M1N, ` (TYPe) � M(TYPJ � MII.L,TNG LT.MTTS srarE or moeTri cmno�.iun CLASS II RIP RAP z�iHZCK wi DEPARTMENT OF TRANSPORTATION CLASS I RIP RAP �'-0"9J GEOTEXTILE aa�ercr. 1'-6" THICK DRILLED ( I YP.) � � ��� oE�oTES ����ASS1.�I�_a BRIDGE ON SR 1613 W� �EOTFXTZ�_� P�FR cA�sEWAY S�R���u�� rX�A�AT�oN OVER MI�� SWAMP �x:�srzNC suas�:�ur, ,,�: ' I ' I BETWEEN SR 1612 ,,aofl ��:�oo �s�oo �6-00 & SR 1616 P��PAaE��.: 27'-10"CLEAR ROADWAY - 90°SKEW PROFILE ALONG � SURVEY -1=MULKEY - �1�0�f�C��� D�Q�r���l� H��z�ro�s s����E� No. N0. BY< DATE: NDy 6Y: OAfC: ss��_e - - 20� �� ��q ��� ��w �a��q�u�po�� �a�; E�,.E�,��.�°.o�, �1� � � �,°.�As � � I �, 26 � � / • O � M � � � � EXISTING BRIDGE No.186 24�-o��c�EA� RoA�wAY ETHEL Ae GLASGOW & s�AVS: 1 �a is�-o°g 2 �a i7�-o°g i a�a�-o°g i� n�-o° ROBERT S. GLASGOW �`�1NFe CONCe FLOOR ON TTMBER JO�S�I�S ��ND bENTS & BFN�Se _MBER CAPS ON TIMBFR P1LFS RC JACKET PILES - B1, B2 & B3 � �_�, = �- WOODS BEGIN APPROACH SLAB STA. 12+gg.31 -L- BEGIN PAVEMENT �- STA.11+00.00 -L- � GR LENGTH = 81'-3" , �� � (TYPJ _ � � _ — —WLB / — =_ — - ST R/W _� _ _ EXI_,� _�-- - � -�°� .,-- - - - -- -----W -- - - --- -- --- ----- -- - - - -6`PVC -- - - - T13 2 LOW TB -� LOW WE � SITE 1 = ��� �°r�C �C�< R- ��L w i - , -� = i ;� — - -���T �� - . . TO SR 1612 , " - i � SURVEY -L- 1'�"��Cf CL TV S� I6!3 (MILL CREEK ROAD) - 20' BS f N 61°32' 17.4°E -� - - - � � _ TB � � � � - - _ . EXI R71� — -� i, i � � a- ' ��_ � - - � - � ' I TYPE 350 �.&.-lkNE4�OR —�� F � � ���" t � �� � (TYP. U.D:V�.) \ ' � �'; WOODS WORK POINT � STA.13+00, 1 / ETHEL A GLASGOW & _ ' i � � �i� j �� \ LOW TB 1 LOW WE �i2' �q'/���TOTnL �_ENGTH L rACE T F�LL �ACt ALONG � SURVEY -L- 56'-2�/a' 56'-2��a„ SPAN `A' I SPAN 'B' � � ��� � E3RIDGE & `� WORK POINT 2 � � STA.13+56e50 -L- ' � EXISTING � � f�IP R o' BRIDGE �186 � 0 EXTILE (REMOVE) � ; . , - � 15 ' `��_ _� � � _ , ;_ �' ' �� NOTE: ROBERT Se GLASGOW � � 0.01 ACRES OF SITE 4 TEMPORARY IMPACT Q10 = 0.3cfs - FOR EC DEVICES V10=1.49fps 7YPlCAL CROSS S�CTION Al_ONG CAUSEWAY �NOT TO SCALEJ TOP WIDTH = G �, , wc f 2 FT. � FL� � �� �S CHANNEL � �7YPJ —�;-o���Exri�E TEMPOHARY CAUS�WA)' � f ABRIC BELOW CLASS l l RlP RAP ALL RIP RAP PLACED USE COARSE AGGREGATE IN THE CNANNEU SURFACE AS NEEDED � V �- 4 V-�3- � - �2 - i1 - � - � O� �, � �� V- � DRAWN BY : CH6CK�D BY ; UATG : DATF : HeFIeW, =LEV,.128,5 (g/17;99) 2 �oo � il' i - �` � I' - (TYP.i — l\ �� �I� STREAM & WET�AND IMPACTS/' � SITE 2 THO AS Jo ALLACE & Q10 = 0.2cfs CHARLOTTE L. WALLACE � V10 =1.94fps - END PROACH SLAB�� � CND PAVEMCNT �(- STA. 4+�3�eb9 -L- ; � � STA. 16+iFann -i - WOODS _ CLASS 'B' RIP RAP � � � 2 TON W/ 7 SeYe ;- � � GFOTEXIILC - � ' R (�rrne) , � � � � � - _ —WLB— — — E = , � XIST �fW �{� � ,, - -_-- - - - - - � ._ ; � _ - r -- - ' - -- - _ _ � ;i - - - _ _ - - � , - _,- -__- ---- ----- -- 6 PVC - `' 2 1- - 15"RCP-CL IV �- ° � ---- ,9 i f0 SR 1616 _ � -- �-2��--- -- - - - - - - - - - � C� --- -- -- -- ---- ---� � - - - - - __ - - , I a , -• - , � _ - � - ' - �. ' -* r =�. .- - - - -- , = __ - - -- - � - �CE� _, � , - — — E3 — - - TXfJi �2/1AF- - - 4 _ _ I y� - - , � -� - -- � — � -- --- , � � -- , �__ � ` - �� � ��� � � �ss z � � � - � � � - ���_'_-� SNOULDER BERM ; �- \ W/ G���CT�X 1L;I__ �- = � , � � �j� (��Y�'e) GUSTER (TYPJ -- , -. -- 'J- \ � '` SITE 5 - �` � , � � __ � � woo�s _ �_._ �r � LOW TB � I �s - LOW WE \ WORK POINT 3 i \ � �� LOW WE � S7A.14+12a69 -�- = = i �� � �° �� ��. � � THOMAS J. WALLACE & � - --�ow Te - � SITE 3 CHARLOTTE La WALLACE I PLAN' scA�E: i,,., za, � DENOTES GEO-TECH 130RE HOLE LOCATIONS. � DENOTES TYPE III GUARDRAIL CONNECTION REQ'D. SEE "GUARDRAIL ANCHORAGE FOR VERTICAL CONCRETE BARRIER RAIL" SHEET. NOTEeGUARDRAIL LENGTHS AS SHOWN INCLUDF_ ANCHOR UNITS. FOR PAVEMtNT LAYOUT & R/W LAYOUI SEE "ROADWAY DETAILS" SHEET. � STA. 13 �56.50 -� - � BRIDGE & 'I WORK POINT 2 � STAe 13+OOe31 -L- _ i WORK POINT 1 ' �TLL FACE END BENT 1 GoP, �LEV. 128.03 N.W.S. ELEV. 120.65 STA. 12+89.31 -L- ��-��� BEGIN APPROACH SLAB (TYPJ ELEVo 179,8 HP 12 X 53 SIEEL PT_LES (TYPe) � ��� 1,��0„M1Ne � - ---�, GERM (TYPJ CLASS I RIP RAP 1'-6" THICK W/ GEOTF_XTII_� _�; ��� HYDROGRAPHIC DATAe DESIGN DISCHARGE - 1100 CFS FREQUENCY OF DESTGN FLOOD - 25 YEAR DESIGN HIGH WATER ELCVATION - 125.7 DRAINAGE AREA - 12.4 SQ. MI, BASTC DTSCHARGE (Q 100)- 1700 CFS BASIC HIGH WATER EL�VAIION - 127.36 OVERTOPPING FLOOD DATA: OVERTOPPING DISCHARGE - 1459 CFS FREQUENCY OF OVERTOPPING FLOOD - 50 YFAR + OVERTOPPING FLOOD ELEVATION - 126e6 OVcRTOPPING OCCURS AT ROADWAY STA.10+50 -L- ± AT HIGH SIDE SNOULDER �—W.S. ON DATF QF STAe IA i 12.69 -L- SURVEY ELEV,li9,65 WORK POINT 3 (5/2/12) FILL FACE END BENT 2 G,P. ELEV. 128.18 1'/ze i s�oPE NORMAL TO CAP STA.19+23.69 -L- (TYPJ END APPROACH SLAB FLEV. 119.2 ------ - �, -- ---- ��-- �r--- � � _n„ u (IYI'J �CLASS II RIP RAP 2' I HICK W/ �'-0"9J GEOTEXTILE DRILLED ( I YP.) PZFR CAUSEWAY �x:�srzNC suas�:�ur, ,,�: i�:oo PROFILE ALONG � SURVEY 5����'-e `_��._ ��� 100 YFAR HIGH WATER ELEVe127,36 DENOTES IJNCLASSI:FIE:] / SIRUCiUR�S tXCAVATT_ON is�oo �1�0�f�C��� D�Q�r���l� �� �eq ��� ��w �aw�q�u�VO�� F,A, PROJECT NOva BRZ-1613(7) I BMe BM�1 RR �PIKC IN BASE OF 24"POPLAR 37e23' LEF7 OF -L- STAe 12+22.96 ��L�VD 121�31 �X �T:NG U.-LITIE� i0 Ci-r R ��nT�� Qr oTr� �se NOTES ll METHOD II CLEARING ANO GRUBBING 2> NO MORATORIUM FOR NASH '�25 3) MILL SWAMP IS A BWE LINE STREAM SHOWN ON THE DARLINGTON USGS GIUAD MAP � EXCAVATION = 771 SF CLASS II RIP RAP = 2,230 SF �F F � DENOTES FILL IN WETLAND � DENOTES HAND I CLEARING DENOTES TEMPORARY _ _ J ; FILL IN WETLAND FILL IN HAND TEMPORARY WETLANDS CLEARING FILL IN WETLANDS SITE 1 40 SF 0 SF 0 SF SITE 2 I 204 SF 530 SF 0 SF SITE 3 116 SF 104 SF 0 SF SITE 4 59 SF I 912 SF 0 SF SITE 5 I 0 SF 0 SF I 1385 SF TOTAL � 419 SF � 1546 SF � 1385 SF PAVEMENT �c�.c nn _� _ i6-oo AREO Br: -�MULKEY PROJECT N0, BD-5104Q HALIFAX COUNTY STATION� 13+56050 —L— REPI AC�ES BRIDGE NOe IE36 STATE OF NORT11 C,1ROl.I�A DEPARTMENT OF TRANSPORTATION aa�Ercr. BRIDGE ON SR 1613 OVER MI�� SWAMP BETWEEN SR 1612 & SR 1616 27'-10"CLEAR ROADWAY - 90°SKEW REVSSt0�5 Si�iCET N0. N0. BY< DATE: NDy 6Y: OAfC: — �l � I ,o��A� � 5�,�.-5 5.>.I I �, 26 � � • / O � M � I � � � LOW TB -� EXISTING BRIDGE No.186 LOW WE 24�-o��c�EA� RoA�wAY ETHEL Ae GL GOW & s�ANS: 1 �a is�-o°g 2 �a i7�-o°g i a�a�-o°g i� n�-o° ROBERT S, GL SGOW � �`�1NFe CONCe FLOOR ON TTMBER JO�S�I�S � � ��ND bENTS & BFN�Se ��_MBER CAPS ON T�IMBFR P1LFS ��1 i RC JACKET PILES - B1, B2 & B3 � � r' SITE 4 � � � WOODS BEGIN APPROACH SLA3 � STA. 12+gg.31 -L- BEGIN PAVEMENT � � STA. 11+00.00 -L- GR LENGTI-I = 81'-3" o � � � (TYPJ `s _ � _ — — W L f3 /— — — - --r-� �'I�T f2-/Vd- � - � - � � A w \ LOW TB 1 LOW WE �i2' �q'/���TOTnL �_t_rIGT�rI L rACE T F?LL �ACt �LO G� S�'�RV�Y -� 56'-2��a S6 2�� „ SPAN `A' � W SPAN 'I3�1 � � N � N � � � BRTDG� & WORK PO'NT 2 � � STA.13+ 6e50 -L- � � `--XIST._ G �� RI° R ° � BR=DGE '�186 O�EXTILE� I � ��R�MOV�) � — - , ' —'�� _ ----------------- _-_--, - � � _ �, --- ' ------- --I ------ � 6 i� VC T-� , ;'� N Tr� �nT� '�i�i���B1� ��;_� TO SR 1612 . — i � SURVEY -L- 15"i��Cf-CL TV - �� �� N 61°32' 17.4°E �-t I6.� (MILL CREEK ROAJ) - 2U dS I � TB � I ____ �--� tX� R7NT _ _ __, � Wl:'� � —� r ' ` �',.� , � � � — �— --_ _ � \ � � TYP 53E 0 G.R. ANCHOR �� ��� � � (TYP. U.O.NJ � '' \ � / � WOODS WORK POTN � 5����3+00. / � ETHEL A GLASGOW & � — ; . I� I 'i I 'i I � f S _� - �I� `\ �'�, �: - J' � � � ROBERT Se GLASGOW � SITE 1 - - - - EXISTING TRANSPORTATION FACILITY °T = 11+70.00 EI_ = I?_6.70' VC = 110' K = 116 D.S. = 55 mph (+)G.7_050%� (+)1,1528% V �- 4 V-�3- � - �2 - i1 - � - � OP 1i r�0 V- � DRAWN BY : CH6CK�D BY ; UATG : DATF : PI = 't3�56e50 :.. = 1?8�85' VC = 240' K = 118 D°S. = 55 mph (+)101528% � (-)Oe87g6% GRADE DATA -I - (SR '1613) HeFIeW, =LEV,.128,5 (g/17;99) 2 �oo PT - 15i50v00 EL = 127.i5' VC = 70' K = 134 D.S. = 55 mph (-)Oe8786"/. � (-)0.3546% � ' �ri . �/ / /// //� i - — ., BUFFER IMPACTS /� � THOMAS JoWALLACE & CHARLOTTE L.WALLACE � � � � S�'E 3 � � � � END AO°ROACH SLAB � CND PAVEMCNT � STA. i!+23.6° -L- � STA. 16+16a00 -L- � WOODS CLASS 'B' RIP RAP F,A, PROJECT NOva BRZ-1613(7) I BMe BM�1 RR �PIKC IN BASE OF 24"POPLAR 37e23' LEF7 OF -L- STAe 12+22.96 ��L�VD 121�31 � 2 TON W/ 7 SeYe � 1 GFOTEXIILC �_ �X �L:NG U�.�LITTES TO [3E R��rY�e� ���� � � � R__� nT�� Qr oTi ��r�se 7'� �=-INl B — — — — � :-----° ='-�� — � , EXiST �7W — NOTES 75„ — � ----____ ` ' � - - - --_ - - _ _ ll METHOD II CLEARING ANO GRUBBING _ - — - '---- .' _': --- 2)NO MORATORIUM FOR NASH '�25 '---__ --- -- � - C PVr '��_ 3)MILL SWAMP IS A BWE LINE STREAM II; �I II15°RCP-CL IV -���_ � I �-j1i I �� , , � �, � � ; , ., �'<i(��BZ.iX X �// i ' _ . i� _. �� \i �i . �� I �-Y%. r�i� X-� � / / - — � _ _ UNC SSII=r-D C�ASS II R-�� ,,�'�� STRU URF . W/ GCOI�XTTL� FXCA TiON �� (TYPe) (TYP.) �� - LOW TB �s - LOW WE �LOW WE � � � �� � LOW TB -' � � \ r, � PLAN�' � � SCALE. 1" ��� 20' � �ENOrES cEO-T�cH QoRE Ho�E �ocArlons, � DENOTES TYPE III GUARDRAIL CONNECTION REQ'D. SEE "GUARDRAIL ANCHORAGE FOR VERTICAL CONCRETE BARRIER RAIL" SHEET. NOTEeGUARDRAIL LENGTHS AS SHOWN INCLUDF_ ANCHOR UNITS. FOR PAVEMtNT LAYOUT & R/W LAYOUI SEE "ROADWAY DETAILS" SI-IEET. STA. 13 �56.50 -� - _ �i � BRIDGE & 'I WORK POINT 2 � STAe 13+OOe31 -L- WORK POINT 1 FSLL FACE END BENT 1 GoP, �LEV. 128.03 N.W.S. ELEV. 120.65 STA. 12+89.31 -L- ��-�� BEGIN APPROACH SLAB (TYPJ ELEVo 179,8 HP 12 X 53 SIEEL PT_LES (TYPe) � ��� 1,��0„M1Ne � - ---�, GERM (TYPJ CLASS I RIP RAP 1'-6" THICK W/ GEOTF_XTII_� _�; ��� �—W.S.ON DATF QF JURVEY ELEV, 1i9,65 (5/2/12) 1'/ze i s�oPE NORMAL TO CAP (TYPJ FLEV. 119.2 __ _____-___ � -- �-- ,� --- � � TO SR 1616 _ � _ ., .. � � � ---- --- - __ -- --- -- /,� _---- - -- _- �---' — = �C[�— — — � i sfi-�zi� . �--- --�--�-�— � -- � � �� _. �--�� —��-- �- -' ` � SHOULDER BERM � ` G�TER (TYP,) � � WOODS \ � � C�RK °OI� 3 � ` T�. �q+�za � -�- SITE 1 \ I SITE THOMAS J. WALLACE & CHARLOTTE LaWALLACE SITE 2 u��t��oc!��NHic �aTA� SITE 3 DESIGN DISCHARGE - 1100 CFS FREQUENCY OF DESTGN FLOOD - 25 YEAR DESIGN HIGH WATER ELCVATION - 125.7 D�AINAGE AREA - 12.4 SQ. M:f.e SITE �i. BASTC DTSCHARGE (Q 100)- 1700 CFS BASIC HIGH WATER EL�VAIION - 127.36 ovE�;roPPZNC F�000 oATA: T 0 T A L OVERTOPPING DISCHARGE - 1459 CFS FREQUENCY OF OVERTOPPING FLOOD - 50 YFAR + OVERTOPPING FLOOD ELEVATION - 126e6 OVcRTOPPING OCCURS AT ROADWAY STA.10+50 -L- ± AT HIGH SIDE SNOULDER STAe lA i 12.69 -L- WORK POINT 3 FILL FACE END BENT 2 G,P. ELEV. 128.18 STA. 19+23.69 -L- END APPROACH SLAB u (IYI'J �CLASS II RIP RAP 2' I HICK W/ �'-0"9J GEOTEXTILE DRILLED ( I YP.) PZFR CAUSEWAY �x:�srzNC suas�:�ur, ,,�: i�:oo PROFILE ALONG � SURVEY SSA�-e" = 20' 100 YFAR HIGH WATER ELEVe127,36 DENOTES IJNCLASSI:FIE:] / SIRUCiUR�S tXCAVATT_ON is�oo �1�0�f�C��� D�Q�r���l� �� �@4 J�G� G��Gd �S�Pd�Y�U�VV��1 PAVEMENT �c�.c nn _� _ i6-oo AREO Br: -�MULKEY SHOWN ON THE DARLINGTON USGS GIUAD _ MAP ��`~�'�7'7'i � �x5�5�5��4�i BuFFER zoNE i 1� � 1!�L�L�L�L� ���� �� �\\\\\\ �, �� � � � � BUFFER ZONE 2 BUFFER BUFFER TYPE ZONE 1 ZONE 2 IMPACTS IMPACTS BRIDGE 4�2 SF 124 SF BRIDGE 555 SF 318 SF BRIDGE I 59(� SF � 285 SF BRIDGE I 83 SF � �J SF 163PJ SF I 727 SF � EXCAVATION = 771 SF CLASS II RIP RAP = 2,230 SF PROJECT N0, BD-5104Q HALIFAX COUNTY STATION� 13+56050 —L— REPI AC�ES BRIDGE NOe IE36 STATE OF NORT11 C,1ROl.I�A DEPARTMENT OF TRANSPORTATION aa�Ercr. BRIDGE ON SR 1613 OVER MI�� SWAMP BETWEEN SR 1612 & SR 1616 27'-10"CLEAR ROADWAY - 90°SKEW REVSSt0�5 Si�iCET N0. N0. BY< DATE: NDy 6Y: OAfC: - � � � ro�ra� � si+�._-s 5.>.I I �, 26 � � � • / O � M � � �� � � � � LOW TB -� EXISTING BRIDGE No.186 LOW WE 24�-o��c�EA� RoA�wAY ETHEL Ae GL GOW & s�ANS: 1 �a is�-o°g 2 �a i7�-o°g i a�a�-o°g i� n�-o° ROBERT S, GL SGOW � �`�1NFe CONCe FLOOR ON TTMBER JO�S�I�S � � ��ND bENTS & BFN�Se �-MBER CAPS ON T�IMBFR P1LFS ��1 i R� JACKET PILES - B1, B2 & B3 � � r' SITE 4 � � WOODS BEGIN APPROACH SLA3 � STA. 12+gg.31 -L- BEGIN PAVEMENT � � STA. 11+00.00 -L- GR LENGTI-I 81' 3" o � � � �rY�,� � � _ — —WLB /— — —= � � -- - E� I� T +�-/ Vd- = � _ __ - � ° - , _ °�- . - -�� - _, _ — _ ' _ - ,. -- - -- - _ _ _ _ -- -- -- " � _ -- - -- -_- - -- - ---� � - - - - � -----W -- -- - --_ - -_- - -_ -6 PVC - - - T13 2GI _ TO SR 1612 �� - i � SURVEY -L- 1'�"��Cf CL TV S� I6!3 (MILL CREEK ROAD) - 20' BS f N 61°32' 17.4°E 1 - - - - - - TB 2GI - ;,� - - � f� i � 4 i � ' n� � I ' i I � \ LOW TB 1 LOW WE �i2' �q'/���TOTnL �_t_rIGT�rI L rACE T F?LL �ACt �LO G� S�'�RV�Y -� 56'-2��a S6 2�� „ SPAN `A' � W SPAN 'I3�1 � � N �- N � � � BRTDG� & r WORK PO'NT 2 � � STA.13+ 6e50 -L- � `XIST G O��f�IP��,,R °�� � BR DGE 186 � EXTILE (REMOV�) I - � - /� / �, , /� �I/� ///, , ` ° � �' �,��C�C'`C %%i , ' �.. ' x , y � �� r _� __�_-_ � �ni� _-- - __- -- -- - _ - - _ - - = ._ _ _, _EINtB.T ._ . � ` --� �M1� � �_C _ � _ _ y ; , EX� R7NT -' � ' �- I I - - -- � - - - ,. -15. ` \ � -%/ ; � � ,. _. � � - � ��_ - � _ - � , � � � TYPE 350 �.&.-lkfV�4�OR �� � � � �� " � / / (TYP. U.D.�IJ � \ � � � � �� WOODS WORK POTNT 1 � S � A� �3+00.31 -I - / � � ETHEL A.GLASGOW & � � � ROBERT Se GLASGOW SITE 1 - - - - EXISTING TRANSPORTATION FACILITY °T = 11+70.00 EI_ = I?_6.70' vc = i�o� K = 116 D.S. = 55 mph (+)G.7_050%� (+)1,1528% V �- 4 V-�3- � - �2 - i1 - � - � O� �, � �� V- � DRAWN BY : CH6CK�D BY ; UATG : DATF : PI = 't3�56e50 :.. = 1?8�85' VC = 240' K = 118 D°S. = 55 mph (+)101528% � (-)Oe87g6% GRADE DATA -I - (SR '1613) HeFIeW, =LEV,i28,5 ;qi� �; ga� 2 �oo PT - 15i50v00 EL = 127.i5' vc = �o� K = 134 D.S. = 55 mph (-)Oe8786"/. � (-)0.3546% STAe 13+OOe31 -L- WORK POINT 1 FSLL FACE END BENT 1 GoP, �LEV. 128.03 STA. 12+89.31 -L- BEGIN PPPROACH SLAB HP 12 X 53 SIEEL PT_LES (TYPe) ��l������ ��� �Ii�R� � .ReA)'l�yl�Q�iU� .C�� , -��-seee n�vr�w v v%._ - _ � ■�'�iti� BUFFER IMPACTS /� � THOMAS JoWALLACE & CHARLOTTE L.WALLACE � � � � S�'E 3 � � � � �IN "� � �UNC '�SI�r�p CLASS IL R �-h� p STRU� URE � W/ GCOTEXTIL;1__ �1 EX��A TlON �';. ` (TYf'e) � (TYP.J '� �� � `,� �� � LOW TB �s� - LOW WE LOW WE ' � � q � _ _LOW TB ' a � � PLAN ' � � � SCALE. 1" ��� 20' � �ENOrES cEO-T�cH QoRE Ho�E �ocArlons, � DENOTES TYPE III GUARDRAIL CONNECTION REQ'D. SEE "GUARDRAIL ANCHORAGE FOR VERTICAL CONCRETE BARRIER RAIL" SHEET. NOTEeGUARDRAIL LENGTHS AS SHOWN INCLUDF_ ANCHOR UNITS. FOR PAVEMtNT LAYOUT & R/W LAYOUI SEE "ROADWAY DETAILS" SI-IEET. STA. 13 �56.50 -� - _ �i � BRIDGE & 'I WORK POINT 2 � N.W.S. ELEV. 120.6 1'-7„ ELEVo_179,8 � ��� 1,��0„M1Ne � - ---�, GERM (TYPJ CLASS I RIP RAP 1'-6" THICK W/ GEOTF_XTII_� _�; ��� �-W.S.ON DATF QF JURVEY ELEV, 1i9,65 (5/2/12) 1'/ze i s�oPE NORMAL TO CAP (TYPJ FLEV. 119.2 __ _____-___ � -- �-- ,� --- � � � - E�r� /�?oqOACH SLAB� � CND PAVEMCNT S i A. ti+z3-e�9 -L- � � STA. 16+1�ann �-i - WOODS CLASS 'B' RIP RAP 2 TON W/ 7 SeYe � GFOTEXIILE � R ��rrne� � � � �= � � � ra '_��NiB-= — — � -_._--- _ - — — _ :;:---.�..-.,-. - --- � -- ,., EXIS.7_ r�iW � -- � ,�� - '-- - _ - - - - = - - - -, _— --- , �.- --,_, , ; � _ - -- - -6 PVC - - --- - _ _ - , 2 1- - 15" RCP-CL IV � �� �- � �- ° � - - - i9 �f0 SR 1616 _ �_2c-�--- -- - - - - - - - - - .. --- -- -- -- -- -- a, _' -. _� = 1 .�_ �'- -' �- --_ ��_ � �.� r =�..- - -�� - ----- --- = 4�CE�E — - -- — _ - - �'_ � - � - �_ -� _,� _ -- � ��tr� �-� _ -.�-- - - - - -� �- S+aOULDER BERM � �� � T � G�TER (TYPJ - � � , ' � `� N - � WOODS � V ORK °OI� 3 `� 7A.14+12. � -L �-� SITE THOMAS J.WALLACE & CHARLOTTE LaWALLACE F,A, PROJECT NOva BRZ-1613(7) I BMe BM�1 RR �PIKC IN BASE OF 24"POPLAR 37e23' LEF7 OF -L- STAe 12+22.96 -L�Ve 121�31 �x �T��c u� �ITTES To Q� R _OIAT��D E3Y O�h��RSe NOTES ll METHOD II CLEARING ANO GRUBBING 2> NO MORATORIUM FOR NASH '�25 3) MILL SWAMP IS A BWE LINE STREAM SHOWN ON THE DARLINGTON USGS GIUAD MAP ��`~�'�7'7'i � �x5�5�5��4�i BuFFER zoNE i 1� � 1!�L�L�L�L� ���� �� �\\\\\\ �, �� � � � � BUFFER ZONE 2 BUFFER BUFFER TYPE ZONE 1 ZONE 2 IMPACTS IMPACTS SITE 1 � gRIDGE � 4�2 SF � 124 SF SITE 2 � BRIDGE I 555 SF � 318 SF u��t��oc��NHic �arA� SITE 3 BRIDGE 59(� SF 285 SF DESIGN DISCHARGE - 1100 CFS FREQUENCY OF DESTGN FLOOD - 25 YEAR DESIGN HIGH WATER ELCVATION - 125.7 orAlNACE AREA - �2.4 so. M:r.e SITE 4 BRIDGE 83 SF �J SF BASTC DTSCHARGE (Q 100)- 1700 CFS BASIC HIGH WATER EL�VAIION - 127.36 ovE�;roPPZNC F�000 oATA: T 0 T A L OVERTOPPING DISCHARGE - 1459 CFS FREQUENCY OF OVERTOPPING FLOOD - 50 YFAR + OVERTOPPING FLOOD ELEVATION - 126e6 OVcRTOPPING OCCURS AT ROADWAY STA.10+50 -L- ± AT HIGH SIDE SNOULDER STAe lA i 12.69 -L- WORK POINT 3 FILL FACE END BENT 2 G,P. ELEV. 128.18 STA. 19+23.69 -L- END APPROACH SLAB u (IYI'J �CLASS II RIP RAP 2' I HICK W/ �'-0"9J GEOTEXTILE DRILLED ( I YP.) PZFR CAUSEWAY �x:�srzNC suas�:�ur, ,,�: i�:oo PROFILE ALONG � SURVEY SSA�-e" = 20' 163PJ SF I 727 SF � EXCAVATION = 771 SF CLASS II RIP RAP = 2,230 SF END PAVEMENT sTA.16+�5.00 -!.- PROJECT N0, BD-5104Q HooHVwATE� HALIFAX COUNTY ELEVe127,36 STATION� 13+56050 -L- DENOTES IJNCLASSI:FIE:] / SIRUCiUR�S tXCAVATT_ON is�oo �1�0�f�C��� D�Q�r���l� �� �@4 J�G� G��Gd �S�Pd�Y�U�VV��1 i6-oo AREO Br: -�MULKEY REPI AC�ES BRIDGE NOe IE36 STATE OF NORT11 C,1ROl.I�A DEPARTMENT OF TRANSPORTATION aa�Ercr. BRIDGE ON SR 1613 OVER MI�� SWAMP BETWEEN SR 1612 & SR 1616 27'-10"CLEAR ROADWAY - 90°SKEW REVSSt0�5 Si�iCET N0. N0. BY< DATE: NDy 6Y: OAfC: - � � � ro�ra� � si+�._-s 5.>.I I �, 26