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Home My WebLink About20171516 Ver 1_Impact Information_20171128•� � V � � O V See Sheet 9-A For Index of Sheets �� HALIFAX CO U1�TY LOCATI011I: BRIDGE 1110.18� OVER MARSH SWAMP 01V SR 1616 (HICKORY DRIVE) TYPE OF WORK: GRADI11lG, DRAl11tAGE, PAVING £� STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN NCDOT PROJECT 17BP.4.R.84 -L- POT STA.13 +22.00 TO SR 1613 (MILL CREEK RD) � � / `�' o QN 2�Q Z CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAPHIC SCALES 30 15 0 30 60 PLANS 30 15 0 30 60 PROFILE (HORIZONTAL) DESIGN DATA ADT 2017 = 120 T = 6 % * V = 55 MPH (TTST =3% + DUAL =: FUNC CLASS = RURAL LOCAL SUBREGIONAL TIER PROJECT LENGTH LENGTH ROADWAY PROJECT 176P.4.R.84 = LENGTH STRUCTURE PROJECT 17BP.4.R.84 = TOTAL LENGTH PROJECT 17BP.4.R.84 = + NCDOT CONTACT.• COREY MCLAMB, PE DlVISlON 9 BRIDGE PROGRAM MANAGER ,� -L- STA. IS + 62.00 SR 1616 (HICKORY DR.) _� _ TO SR 1617 (POALAR LN.) END NCDOT -L- POT STA.17+17.00 '�TB 81'ATB VROIHCI' RBPBRENCB NP �� 17BP.4.R.84 RATB PROI.NQ P.A.PROl.N0. 17BP.4.R.84 � OtlCR1V1fON UTIL., RNJ / 1223 Jones Franklin Rd. Raleigh, N.C. 27606 �, �, ETHERILL ��e�se No. F-0377 ENGINEERING s�s: 9t9 ss son Fax: 919 851 8107 TRANSPORTATION PLANN/NG/DESIGN - BRIOGE/STRUCTURE DESIGN CNiL/SiTE 0£SiGN - Gi5/GPS - CONSTRUCTiON OBSEMATiON BRIDGE #4101 a5 PRELIM. ROADWAY PLA11tS PERMIT DRAWING SHEET 1 OF 8 PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION INC�MPV.ETE PLANS DOCUMENT NOT CONSIDERED FINAL Do roT USG POR R8 W ACQUISITIo� UNLESS ALL SIGNATURES GOMPLETED DIVISI0111 OF HIGHWAYS DIVISIOIV FOUR 509 Ward Bouletiard, Wilson NC, 27895 0.059 MILES Z012 STANDARD SPECIFICAT70NS 0.016 MILES EDWARD G, WETHERILL, PE RIGHT OF WAY DATE: 0.075 MILES PROJECT ENG/NEER LETTING DATE: GREG S. PURVIS, PE PROJECT DESIGN ENGINEER HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEER P.E. iiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiii ■��■�� ■I IT�1R1■T7f 1 ��■■■■■■■■ �I Cyi"�Y�Y�Jl�]1J �i�'�_■■■■ �� ii:a�' �1i��ii�1� �� Kj�� V�� I 1��.I� ��iII�� ■I I■■■■■■■�w��4w� s��i�� ■I I■■■■■■�"�I JII F:YI II�I■■■■ ■11■■■■■rrr��arn iiiw�� ■i �■■■■■■�,�!�isy� ��■■■■ ■I I■■■■■■■i�� .�� ■I 1■■■■■■!:A �Aiiili'iiiiil■■■■ ■I 1■■■F7�Rlmllf 413�1ll1■I!1�l�1lA ■I I■■■�I■W■I■ ■■■�1■L•13�G11 ■I 1■■■■■■■■ ■■■■l�I�Cii7 ■II■■■■■■■■■■■■■iir�� ■I i�� rri�� in�i�wn�� ■I I■1►1 �I:i I[�N ii 1■M►71 i[II]d��1II \ NCl ��r�� r��r��r� �� ■■■��a■■■■■��■■■■ ��■�■��■��o��■ �7�7f��l��r�v ---------- � � i a �� ■ ■ ■ ■ ■ rl!177�'ll�!l�R� ■■t►1■■■■■ �.vuai:iuyu�u.i � ■■■.: ■■■■■ �Vi��uJ�� iY�� Q�� ■■■■■■■■■■■■■i��■■■■ A■■■■■■■■■■■■■■Li■■■ �■■■■■■■■■■■■E�r_�■■■ iiiiiiiiiiiiii�n�iii ■■■■■■■■■■■■■t7C�'1■■■ .��i��iiiiiiiiii��iiii �LJJ'J+�y��`1�� G�`JFi'�� S��`L�L�� T �� w�wnw��i■■i�L�1■■■ IG'\ II [�.1 �! Fl I:I I�a ■■■■■i■■■■ ��r�rr�� ,�� iiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiii ■��■�� ■I IT�1R1■T7f 1 ��■■■■■■■■ �I Cyi"�Y�Y�Jl�]1J �i�'�_■■■■ �� ii:a�' �1i��ii�1� �� Kj�� V�� I 1��.I� ��iII�� ■I I■■■■■■■�w��4w� s��i�� ■I I■■■■■■�"�I JII F:YI II�I■■■■ ■11■■■■■rrr��arn iiiw�� ■i �■■■■■■�,�!�isy� ��■■■■ ■I I■■■■■■■i�� .�� ■I 1■■■■■■!:A �Aiiili'iiiiil■■■■ ■I 1■■■F7�Rlmllf 413�1ll1■I!1�l�1lA ■I I■■■�I■W■I■ ■■■�1■L•13�G11 ■I 1■■■■■■■■ ■■■■l�I�Cii7 ■II■■■■■■■■■■■■■iir�� ■I i�� rri�� in�i�wn�� ■I I■1►1 �I:i I[�N ii 1■M►71 i[II]d��1II \ NCl ��r�� r��r��r� �� ■■■��a■■■■■��■■■■ ��■�■��■��o��■ �7�7f��l��r�v ---------- � � i a �� ■ ■ ■ ■ ■ rl!177�'ll�!l�R� ■■t►1■■■■■ �.vuai:iuyu�u.i � ■■■.: ■■■■■ �Vi��uJ�� iY�� Q�� ■■■■■■■■■■■■■i��■■■■ A■■■■■■■■■■■■■■Li■■■ �■■■■■■■■■■■■E�r_�■■■ iiiiiiiiiiiiii�n�iii ■■■■■■■■■■■■■t7C�'1■■■ .��i��iiiiiiiiii��iiii �LJJ'J+�y��`1�� G�`JFi'�� S��`L�L�� T �� w�wnw��i■■i�L�1■■■ IG'\ II [�.1 �! Fl I:I I�a ■■■■■i■■■■ ��r�rr�� ,�� 19+50 GRADE DATA —L— PI = 13+59e34 L EL = 125.21 VC = 74' 130 FILL FACE (� END BENT 1 STA. 14+75.81 -L- GRADE POINT EL. = 124.86 _ BEGIN FRONT SLOPE (-)1,6000% � (-)0.3000% STAe 14+71e41 -L- — — — — — GRADE POINT EL- 129e87 � — � EL. 124v0'- — 120 � — � � _ , � 110 wePe #i STA.14+75.81 -L- CONCRETE COLLAR HP 12x53 VERTICAL STEEL PILES CLASS II RIP RAP W/GEOTEXTILE (TYPJ c \ 0 � BEGIN FRONT SLOPE c� � STA. 14+�1.41 -I - m Q � TO SR 1613 ti � � Q 2 � 3 BEGIN APPROACH SLAB o STAe19+64e94 -L- 0 � 0 w, + � , � �TI L FACE C� � w FN7 BENT I � � � O O _� 0000 �, � x Q tiQ Q� �o o� �o �N � o DRAWN BY : M. SPARTZ DATE , 10/R �� CHECKED BY : J. DILWORTH DATE , 10/17 SPAN "A" 1'-7" MIN BERM (TYPJ 1'-0"MIN EARTH BERM (TYPe) ELe 124°0� FIXED --�I -- -- END BENT 1 15+00 TEMPORARY ROCK CAUSEWAY FIXED I eREMOVE ABUTMENT \ � o � TO ELEVe 118.7 � � �v � EL.1P.0� � � / EL. 115,0� J II w EXCAVATE TO 3'-0"DRILLED ELEV. 118.7 PIER SLOPE TO DRAIN SPAN "B" EXISTING SUBSTRIJCTURE � (TYPJ 100 YR. W,S. 25 YR. WeSe _ �IXED FL. = 124.2 ELe = 123e2 n � � 15+50 16+00 Fz�� FACE c� EN� BENT z GRADE DATA —L— 1'-6" TO LIMITS STA, 15+63,19 -L- PI = 16+63.66 -L- OF UNCLASSIFIED EL = 124e30 STRUCTURE GRADE POINT EL. = 124.60 EXCAVATION VC = 105' ELe 124.0� �TYP.) BEGIN FRONT SLOPE UNCLASSIFIED STAe 15+67e59 -L- �-10e3000% � (+�Oa4501% STRUCTURE EL. 124.0'- GRADE POINT ELe = 129e59 EXCAVATION � FIXED (TYPeI — ------ —�------------------------- I I I E�N-LV117a9 I I F13 8116.9 I � I I � I I Q —� o�°o� or7°oo � �°� _ — � i � o O oo �O � � \ I I _ _ REMOVE ABUTMEN TO ELEVe 118e6 �� ,-� 7�f ELe 6v0� I I � I � ii � ELe 118e0 * I I � ELe ll4v0� I I ELe 111v0± I I I I APPRoxe 008 NATURA� .�� , GROUND � i � � CO�CR� � � COLLAFt �1 w w EXCAVATE TO � HP 12x53 I EL. 113.0± ELEVe 118e6 VERTICAL SLOPE TO STEEL PILES DRAIN CLASS II RIP RAP 1�za" SLOP� NO�MAL 10 CAP ( YFe) BENT 1 1'-0'EARTH B=RM - . 119.44 (I FV=J � g°� ' �po �0�0� k o � g s // / �� ^ /o� o � ,��a 00 ; 0�8 I � II ' o� I� � WePe �2 I I STA.15+07.00 -L-� II� i i � � °�g � I — -L- I I 90°-00'-00" I I � (TYPJ I I I Q�� I �� o�oo �� I SECTION ALONG -L- - BENT 1 CONTROL LI EXISTING SUBSTRUCTIJRE (TYPJ BRIDGE ID STAe 15+19.50 -L- � n Iwo I�o° TEMPORARY ROC� I I I CAUSEWAY I I � �� `� � �� u � u � � _ o "' � O�Q Q � 12'-6" 31'-2��q" � � 56'-2��q„ FILL FACE AT END BENT 1 TO FILL FACE AT END BENT 2= 87'-4�z" PLAN (PILES NO SHOWN IN PLAN VIEW) (2 -O TI-'TCK) W/ GEOTEXTI_E (TYP.) END BENT 2 �� 1'-0" EARTH BERM ELe 119e19 (LEVEU HYDRAULIC DATA D=SIGN D�SC.-IA.�GE = 1800 CeFeSe �REQUENCY OF DESIGN FLOOD_______= 25 YRSe D=SIGN HIGH WATER ELEVATI0�1__ _=123.2 DZP.INAGE AREA_______________________ 16e1 S�e MIe BASE DISCHARGE (Q100Z______________ 2600 CeFeS. BASE HIGH WAT�R ELEVATION_______= 124.2 OVERTOPPING FLOOD DATA OVERTOPPING DISCHARGE___________ _ �700 C.F.S. FREQUENCY OF OVERTOP�ING FLOOD- 100i YRSe OVERTOPPING FLOOD ELEVATICN = �124e9 � OVERTOPPING OCCURS AT STA.16+53 -L- +/- AT THE ROADWAY CENTERLINE LOW CHORD ELEVATIONS ELEVATION C� � BRGe END BENT 1 122.52 END BENT 2 122.27 I HEREBY CERTIFY THESE PLANS ARE THE AS-BUILT PLANS W.P. *3 STAe 15+63e19 -L- PERMIT DRAWING SHEET 5 OF 8 BEGIN FRONT SLOPE STAe 15+67e54 -L- � TO SR 1617 � I � END APPROACH SLAB � STA.15+74,06 -L- � 17BP.4.R.84 � PROJECT N0. � HALIFAX COUNTY i Fz�� FACE �a � ENo BENT 2 STATION: 15+19e50 -L- SHEET 1 OF 2 REPLACES BRIDGE N0.185 N N OF RECORD STATE OF NORTH CPROLIN4 oo�� ,„a•°^"""""""""'""°°'w••,,. DEPARTMENT OF TRANSPORTATION ��Or — -- 3-- -----� '-- -- RA_e�� o�oa O � ETHERILL � O ENGINEEHING 122J Janes Franklin Rtl. Raleigh, N.C.2]606 DOCUMENT NOT CONSIDERED FINAL eus: 91985t80]] INLESS ALL SIGNATURES COMPLETED iiceNSE�tio i-0an GENERAL DRAWING BRIDGE ON SR 1616 OVER MARSH SWAMP BETWEEN SR 1613 AND SR 1617 REVISIONS SHEET N0. BY: DATE: N0. BY: DATE: S-1 � TOiAL SHEETS � 18 � a ° 75 70 65 60 55 50 45 40 35 30 25 20 15 10 , �, �, �, � � � � � � � � � � �, � � �, �, �, 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 BRIDGE #410185 I30 " W .,,.. �....�....�....�....�....�....�....�....� ,... l30 � c 0 �25 a 0.025 0.025 /25 �w eeeeeeeeeeeeeeeeeeee �� 20 � -- — — — -� � � �20 _____________._--- � ----_./ `--------____ � //5 --- � 119.15 �'f'---------__- � ----------,u5 15 + 00.00 ' i� a� �25 R� 0.025 0.025 �R� �25 _�/ _ �w W eeeeeeeeeeee� _ J _ -- �� /20 __--- 123.99 � _-- � �-�� 20 - - - - - - - � I - - - - - - - - - - - - ��5 � 14 + � �. �� u5 l30 /30 /25 R� 0.025 0.025 �R� �25 �wJ 3,� _ _ .-_ -- _ _ 3.� �b�/ _�-� � � i20 __--- 123.99 � __- I ��_ l20 -,__---_------ I i _________________ '�5 14 + 76.98 "5 /30 _ _ _ /30 �25 R 0.025 0.025 - �R� � �2s ��N// 3'� _ __ _�_-_�� - 3��___ � _-�- - -�'\ �20 _-__-----_ --" I 1-1 124.10 - I � �F � � l20 _ — — — — — I - i � — — — — — — — — — — _ ._ _ _ us __ 14 + 50.00 _ ' ��' u5 —L — 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 � a ° 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 ii iliiiililllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll l l l l l �30 W ETLAN DS � c 0 l25 '� R i2o �� i ---------------------- I //5 i �� W ETLAN DS � c 0 �25 R� _ / /�_-- /20 / / ----------------------� � //5 I �[ll� WETLANDS �� Z /25 � �� / /20 / I / _ -----------------------�' / � ii5 � �[l� /25 /20 _ �V, � //5 -------------��_ � �� 0 15 + 62.02 123.82 15 + 62.00 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 BRIDGE #410185 �� 00 00 00 00 00 00 00` : ' � /30 c 0 � a� � �R� R i25 �wJ W � � :� � i2o � — — — — — — — — — — — — — — — — — — — - � I � 115 WETLANDS � �l� c 0 � 3 �R� R �25 ��// �/ � \ ` `��--- ----------------�20 � I � Il5 WETLANDS � /!� a c 0 � � W l25 ��_ � \� � ` /20 � � � — — — — — — — — — — — — — — — — — — - I Il5 /[d� /25 t�W� � /20 � � � — — — — — — — — — — — — — - � � //5 � — — — — — — — — — — I � � � � � � //0 � — � � //0 112.30 15 + 25.00 /05 — — 105 —L — 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- WETLAND AND SURACE 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) 14+98 to 15+14 Lt Bridge < 0.01 < 0.01 0.01 51 15+38 to 15+53 Lt Bridge < 0.01 15+40 to 16+13 Rt Bridge < 0.01 < 0.01 0.01 TOTALS*: < 0.01 < 0.01 < 0.01 0.01 0.01 0 51 0 *Rounded totals are sum of actual impacts NOTES: 931 sq ft of wetland impacts 2016 09 09