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Home My WebLink About20150221 Ver 1_Revised Plan Sheets_201505186 � � � � � � � � � � z �o �� w �, �� rt» �� EPr f£J EPr 1� � M � � � .� � V W O � � � � � � � V � � 0 `/ See Sheet i-A Fo� Index of Sheets See Sl�ei 1-B For Convenlional Symbols �� %�� PASQUOTA11tK COU1�T�' SI'ATB Je�o rrwTe PROl.NU 42300.1.1 42300.2.1 42300.3.1 LOCATI01�: BRIDGE NO 21 OVER KNOBBS CREEK ON SR 1332 (CREEK RD.) TYPE OF WORK GRADIIVG, DRAINAGE, SHEET PILIIVG A1VD STR UCTURE Il��w �l� ll�� I� II�� THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. GRAPHIC SCALES DESIGN DATA ADT 2012 = 1700 50�2,5 0 50 loo ADT 2034 = 32fi0 � PLANS DHV = 10% D = 60% 50 25 0 50 100 T = ]%* V = 35 MPH PROFILE (HORIZONTAL) * TTST=2% DUAL=5% l0 5 0 l0 2p FUNC CLASS=COLLECTOR SUBREGIONAL TIER PROFILE (VERTICAL) PROJECT LENGTH �� II�.II� �� II�� I� II�� II�M � II�� I� II�'� II�� II�. �� of Transparration in ¢he Office af.• = r��wKUN uonu ETHERILL �� s�ur�� INEERING � , ,•.c.'�«� � .� v�. F o:;n LENGTH ROADWAY TIP PROJECT B-5139 = 0.073 MILES zora srnNDAxD srECrFrcnzroNs LENGTH STRUCTURE TIP PROJECT B-5139 = 0.012 MILES RIGHT OF WAY DATE: EDWARD G. WETHERILL, PE TOTAL LENGTH TIP PROJECT B-5139 = 0.085 MILES rxofECT ENCiNESx LETTING DATE: NCDOT CONTACT.• BOB A. MAY, PE PROfECT DESIGN ENGINEER JOHN S. ABEL, JR. DII�ISION I BRIDG6 PROGRAM MANAGER HYDRAULICS ENGINEER P.E. SIGNATURE: ROADWAY DESIGN ENGINEER fffATB PROIBCT RBPCRBNCB NQ B-513 9 e.w.raa.Nu SNO.T SHEETS � neacn�mon PE WW & UTIL. CONST. I�II�II� III1� IIC�II�� IIIIII��"� ______�II�IIIII� II� � MMIIMM��IIF__�______ ��".� a'�""� �� 1� ;'� PIB�LIMIN.�IBY PLANS DO NDT USE POR Q'ONSTRUCTION BRIDGE HYDRAUUC DAT A DESIGN DISCHARGE = 400 DESIGN FREQUENCY = 2 DESIGN HW ELEVATION = l.8 BASE DISCHARGE = 2>l65 BASE FREQUENCY = l00 BASE HW ELEVATION = 4.77 OVERTOPPING DISCHARGE = 255 OVERTOPPING FREQUENCY= 2- OVERTOPPING ELEVATION = l.2 DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY = 7/23/20/4 CFS YRS FT CFS YRS FT CFS YRS FT = 0.6' FT WETLAND/SURFACE WATER PERMIT DWG. NOTES: 1) MODIFIED METHOD II CLEARING (HAND CLEARING) 2) LOCATED IN A CAMA COUNTY 3) PASQUOTANK RIVER BASIN 4) KNOBBS CREEK IS A BLUE LINE ON THE USGS QUAD MAP 5) NO DECK DRAINS OVER SURFACE WATERS. EXISTING TEMP. PERM. PERM EXCAV.IN TEMP. CHANNEL HAND HAND FILL IN WETLANDS SW IMPACTS CLEARING CLEARING WETLANDS �A�� IMPACTS PERM (Ac.) (Ac) (Ac) (Ac) (ft.) 0.00 0.00 0.03 0.00 < 0.00 0.00 1300 FT2) (287 FT2) �' 25' S0' 75' 100' a w GRAPHIC SCALE F F DENOTES FILL IN WETLAND �g+00 FILL IN WETLANDS S DENOTES TEMPORARY IMPACTS IN SURFACE WATER BEGIN SBG �_. 18 + 87 LT� _ _� � -� , _- 8 "H�-P�-=== � _ _ __-- - � — � �-- _ ��_— r� F% ' F F F � � � � � �� - - - � � _- -- - � � � � � � � BEGIN SHEET PILING � -L- STA. 17 + 75.00 � �� -�� • �� X�s N� R / W FILL IN WETLANDS WOODS EXISTING BRIDGE 2@17' REINFORCED CONCRETE ON TIMBER JOISTS PROPOSED BRIDGE 1@25'; 1@35' 18" CORED SLABS 2'-6" D E E P CAP SKEW = 90 �� s � � i , - �� -/ � �� , , �.�.�� WOODS , CF � ,--� , � / �� \� �V �' �� ,�a �� 0 O� � ��:�� - �� ____________________�� pq��„�� 559 Jones Franklin Rd. Suite 164 0 8 Raleigh, N.C. 27606 �b ETHERILL Liscense No. F-0377 ENGINEERING Bus: 919 851 8077 . Fax: 919 851 8107 TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN CNIL/5/TE DESIGN - G/S/GPS - CONSTRUCTION OBSERVATION ko� 2� � � /� F� � �� FILL IN WETLANDS Y / // �,. � �� WOODS /� ; �90 �� ' �� q o , / �� ° END SHEET PILING -L- STA. 20 + 25.00 BRIDGE HYDRAUUC DAT A DESIGN DISCHARGE = 400 DESIGN FREQUENCY = 2 DESIGN HW ELEVATION = l.8 BASE DISCHARGE = 2>l65 BASE FREQUENCY = l00 BASE HW ELEVATION = 4.77 OVERTOPPING DISCHARGE = 255 OVERTOPPING FREQUENCY= 2— OVERTOPPING ELEVATION = l.2 DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY = 7/23/20/4 CFS YRS FT CFS YRS FT CFS YRS FT = 0.6' FT WETLAND/SURFACE WATER PERMIT DWG. NOTES: 1) MODIFIED METHOD II CLEARING (HAND CLEARING) 2) LOCATED IN A CAMA COUNTY 3) PASQUOTANK RIVER BASIN 4) KNOBBS CREEK IS A BLUE LINE ON THE USGS QUAD MAP 5) NO DECK DRAINS OVER SURFACE WATERS. EXISTING TEMP. PERM. PERM EXCAV.IN TEMP. CHANNEL HAND HAND FILL IN WETLANDS SW IMPACTS CLEARING CLEARING WETLANDS �A�� IMPACTS PERM (Ac.) (Ac) (Ac) (Ac) (ft.) 0.00 0.00 0.03 0.00 < 0.00 0.00 1300 FT2) (287 FT2) �' 25' S0' 75' 100' a w GRAPHIC SCALE � � � � � � � � � � � � F F DENOTES FILL IN � WETLAND �g+OQ FI�L IN � �� VV�ETLAN DS S DENOTES TEMPORAR� � IMPACTS IN SURFACE WA�"ER BEGIN SBG �_. 18+87 LT _---- i -i- `� __— � � ,c `.�' ...._�� .... "`�-�` � `'�J`� . .. _� .... .. 8 ��_H��==__ _ - _- � _ -- — —� — �-- -- — � � � ,-, � D 1_l . �-` ' ' _ BEGIN SHEET PILING —L— STA. 17 + 75.00 —_�� _ _� �� EXISTING BRIDGE 2@17' REINFORCED CONCRETE ON TIMBER JOISTS PROPOSED BRIDGE 1@25'; 1@35' 18" CORED SLABS 2'-6" D E E P CAP SKEW = 90 '�� , �� '�� . . \ �� WOODS � � � � � � � � � �� ,�� , �_ . ,� �, _- � � �MM �� i � , ' �::.�� i � �� -�� • CF � ��:�� - �� ____________________�� pq��„�� 559 Jones Franklin Rd. Suite 164 0 8 Raleigh, N.C. 27606 �b ETHERILL Liscense No. F-0377 ENGINEERING Bus: 919 851 8077 . Fax: 919 851 8107 TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN CNIL/5/TE DESIGN - G/S/GPS - CONSTRUCTION OBSERVATION ko� 2� � ' �/ i�j'� _ / ,� � / ,,.�.�� / _ �� „�� ,, � � �° � ,��^^ � � � ' _� o .. . ;;, _ , .,..-� , , - /��-,�_ .- � _� _�� T IN� FILL IN WETLANDS ..... ..., � .. ,. _ - � � � . � - - ... _ , , � � ,,,,,''�� FILL IN /.,,, '� � W 0 0 D S,, � cb'Lj �`:`��` � WETLA�N DS . � o�,�O �', O� ' p�, � � � � .� - _�v � �� °° � .. � / / �� ........, WOODS , y 9� �� Gy O / �o , � , �•°�� . � END SHEET PILING � � —L— STA. 20 + 25.00