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Home My WebLink About20150498 Ver 1_Currituck #6 Combined permit drawings_20150519� � £� � � � � (fr � z 0 �w �� Q Q � �� o �� N �� , �� o �.�� +s � EF ifr O [A�. � � • � • � � �a� � •� � V W O � � � � � � � V � � O V SE�� ShEEt �-A FOl" Ind�X Of SfI�BfS See Sheet �-B l��or Conventionol Symbols �� e�� THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. GRAAHIC SCALES SO 2S 0 $0 1�� PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 0 DESIGN DATA ADT 2010 = 1000 ADT 2034 = 1750 DHV = 10 % D = 60 % T = 6 % * V = 35 MPH * TTST =2% DUAL 4% FUNC CLASS = LOCAL SUBREGIONAL TIER 2012 STANDARD SPECIFICATIONS THESE EROSION AND SEDIMENT CONTROL PLANS COMALY WITH THE REGULATIONS SET FORTH BY THE NCG-010000 GENER.9L CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011 !SS(JED BY THE NORTH CAROLINA DEAARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY. PROJECT LENGTH LENGTH ROADWAY TIP PROJECT 17BP.1.R.69 = 0.060 MILES LENGTH STRUCTURE TIP PROJECT UBP.1.R.69 = 0.018 MILES TOTAL LENGTH TIP PROJECT 176P.1.R.69 = 0.078 MILES �� of Tr¢nsportation in ihe O��ce of.• ETHERILL s.,9� _ .,�. INEERING � Fo,_ v;9 es aw 2012 STANDARD SPECIFICATIONS RIGHT OF WAY DATE: EDWARD G. WETHERILL, PE PROJECT ENG/NEER LETTING DATE: NCDOT CONTACT: BOB A. MAY._PE PROJECT DES/GN ENGINEER JOHN S. ABEL, JR. DlV75ION ]BR7DGE PROGRAM MANAGER STATE STAT2 PROJECI' REPERENCE M1O. �� 17BP.1.R.69 J 17BP.7.R.69 PERMIT DRAWING SHEET 1 OF 4 osnvzois TIP _PROfECT I7BP.1.R.69 STf1.16 + 23.00 sxeer rorn� :�0. . SHEF.TS �-1 PE UTIL., RW CONST. ]Pg81EII.II�i[IIItiT.S��.' g' �'II.tA:v� DO NOT USE FOR CONSTRUCTiON Itoadway Standard Drawings The followuig roadwxy en lish stxndacda as uppear in "Roadway Standard Dra«dngs'- Ruadway Design Linit - N. C. Department of Trunspormtiou - Ruleigh, N. C., dated Junuecy 2012 and the lateet revison therem are upplicabte ro tl�is project and by refercnec herekry are eonsidered a part of tficsc plans. 1604.01 Reilroad Crosiou Control Deteil IGi2.01 Rock lnlet Sediment Trap "fype A 1605.01 Tempo ary Silt Cence 1632.02 Rock lulet Sediment T ap Type B 1606.01 Special Sediment Conirol Cence LGi2.03 Rock Inlet Sediment Trap "Cype C 1607.01 Gravel Cons7uedon Cntrxnce 1633.01 l'emporary Rock Silt Check "l'ype A 1622.01 Temporary Berms and SloDe Drains 1633.02 'I'emporary Rock Silt Chcck Ty�e B 1630.01 Riser Basiu 1634.01 Temporary 2ock Sedimenc Dam Type A 1630.02 Silt Rasin Type B 1634.02 Temporary Rock Sediment Dam Type B 1630.03 Temporery Silt Ditch 1635.01 Rock Pipe Inle[ Sedimen[ l'rap Type A 1630.04 Stilling Basin 1635.02 Rock Pipe Iniet Sediment Trap 'fype B 1630.05 Temporxry Divorsion I640.01 Coir Fiber BafFle 1630A6 Special Stilling Be.cin 1645.01 Temporary 9tream Crossing 1631.01 Maeting lnstallation Z 0 > � � � � � � � � � � � z 0 VVETLA D N RFA /'S U E C ATE R VV BRIDGC HYDRAUUC DATA DESIGN DISCHARGE = 730 DESIGN FREQUE/VCY = l0 D�SIGN HW ELEVATION = 206 BASE DISCHARGE _ 1860 BASE FREQUENCY = l00 BASE HW ELEVATION = 5006 OVERTOPPING DISCHARGE _ 1180 OVERTOPPING FREQUENCY= 25— OVCRTOPPING ELEVATlOIU = 307 DATE OF SURVEY W�So ELEVATION AT DATE OF SURVEY _ l/l6/20/4 _ —�02 NOTES: 1) MODIFIED METHOD II CLEARING (HAND CLEARING) 2) LOCATED IN A CAMA COUNTY 3) PASQUOTANK RIVER BASIN 4) SHINGLE LANDING CREEK IS A BLUE LINE ON THE USGS QUAD MAP 5) SHINGLE LANDING CREEK IS LABELED AS MOYOCK RUN IN FEMA STUDIES. 6) NO DECK DRAINS OVER SURFACE WATERS. F F DENOTES FILL IN WETLAND CI S YRS FT CFS YRS FT CFS YRS /- T EXISTING BRIDGE 2@30' PRESTRESSED CONCRETE CONCRETE CHANNELS PROPOSED BRIDGE 2@45' 18" CORED SLABS 2'-6" DEEP CAP SKEW = 150 SHEET NO. � RNJ SHEET NO. PE R.MIT D PERMIT DRAWING `�G � SHEET 2 OF 4 GLI 0 5/1 12 01 5 � 559 Jones Franklin Rd. Suite 164 Raleigh, N.C. 27606 �V �� ETHERILL Liscense No. F-0377 ENGINEERING Bus 919 851 8077 Fox: 9is ssi sio� �T 2�' 0' 25' 5Q' 75' ��A�aic ScA�E GARY D. DISHAROON �a�o P 0 BOX 32 Np�Ng3�Np 20�� MOYOCK, NC 27958 ��f00 APP��XIMATE BOUNDRY o I i oF cEMET�HY �gEGIN S� ol � � � � �,�13+20 Li I � 2SFD � � � � z Ft"f=6.24' � �� - FFE=R.53 m � % �' �, � w .�' � � N 36" �\ I \ I + 2' WOOD SPLIT RAIL +� 040 GF \ � �ExisriNC Riw � F � � � �� — = � i5° RcP wv z x x x x—F �� _ _� _ s° r�vc � C �— � w — �� SR 122Q CAMELL/A ROAD l9' BST �"a .^ ,� ^ �^_�' _ �_==�=�T e � ��_ �r` �r�� _ �0 SR 1227 �SOU�H M/l LS�I,LiI - ' � woo�s FILL IN WETLANDS � `= C RIP RAP �GEOT T CE 6 ;� / EST RIP RAP 2�T°'bNS � � � � SHEET PILING� � `_ � �'\. TRACIE BEACHAM -� � � � 106 CAMELLIA DR �� MOYOCK. NC 27958 EXCAVATION TO ELEVATION 0.05' EST.65 CY OD NW 3' WOOD L � �/ / � � TRANSPORTATION PLANNING/DESI�N - BRIDGE/STRUCTURE DESI�N CNIL/5/TE DESIGN - Gl5/�PS - CONSTRUCTION OBSERVATION 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 < 0.01 0.00 0.00 0.00 k `� /: �'� 3�0� �' ��' � � �� 2@24" RCP-IV 15 +�� ROBERT C.BALLANCE HEET PILING 750 SHAWBORO RD SHAWBORO.NC 27973 2@24" RCP-IV �VVOODS. � � �� ° 5 � �` � �,-5 �\ % � s %` � } �� / % �/ / �� 2 i� ��', �/� ,: � Gi � / /� �� N�` I / � � �� I 1 � I i v" I�I � �_'n_��?=r_� I I I �� \ \ TIK6 H W � � WGO�S � � \ � � � 3�,F � �SFME VERNON PAUL GARRETT \ 5520 SOUTH MILLS RD MOYOCK. NC 27958 AI_L WETLANDS AREAS DETERMW�D BY CLAY WILLIS DIViSION ENVIRONM-NTAL OFFICER AS WETLANDS A, B� C Z 0 � � � � � � � � � � � � � � � � z 0 VVETLA D N RFA /'S U E C ATE R VV BRIDGC HYDRAUUC DATA DESIGN DISCHARGE = 730 DESIGN FREQUE/VCY = l0 D�SIGN HW ELEVATION = 206 BASE DISCHARGE _ 1860 BASE FREQUENCY = l00 BASE HW ELEVATION = 5006 OVERTOPPING DISCHARGE _ 1180 OVERTOPPING FREQUENCY= 25— OVCRTOPPING ELEVATlOIU = 307 DATE OF SURVEY W�So ELEVATION AT DATE OF SURVEY _ l/l6/20/4 CI S YRS FT CFS YRS FT CFS YRS /- T EXISTING BRIDGE 2@30' PRESTRESSED CONCRETE CONCRETE CHANNELS PROPOSED BRIDGE 2@45' 18" CORED SLABS 2'-6" DEEP CAP SKEW = 150 _—�� % 2�' 0' 25' 5Q' � 75' �RAP�ic ScA�E NOTES: 1) MODIFIED METHOD II CLEARING (HAND CLEARING) 2) LOCATED IN A CAMA COUNTY 3) PASQUOTANK RIVER BASIN 4) SHINGLE LANDING CREEK IS A BLUE LINE ON THE USGS QUAD MAP 5) SHINGLE LANDING CREEK IS LABELED AS MOYOCK RUN IN FEMA STUDIES. 6) NO DECK DRAINS OVER SURFACE WATERS. F F DENOTES FILL IN WETLAND SHEET NO. � RNJ SHEET NO. PE R.MIT D PERMIT DRAWING `�G � SHEET 3 OF 4 GLI 0 5/1 12 01 5 � 559 Jones Franklin Rd. Suite 164 Raleigh, N.C. 27606 �V �� ETHERILL Liscense No. F-0377 ENGINEERING Bus 919 851 8077 Fox: 9is ssi sio� � � � \� � � � � GARY D. DISHAROON - �� a�o P 0 BOX 32 Npa g3�N,, 20�� MOYOCK, NC 27958 �� f00 4PP��XIMATE BOUNDRY o I � oF cEMETEr�Y �gEGIN SS �N � � ' � � 2SFD � ��\13+20 Li � � ; z Ff C'6.24'� � � ` I � I' i- FFE=8.53' m� 1 � l �1. � � r, � ' w .� � 1 � N � �� 2� woo� � sr�u i�� n�� i� oao �� , ��_ � X ��WW-�9� ��ExiSX ��RrW �_ — — i�� 15" RCP NV f — — f o fVG _ � ' _ -� —=----w-- �- —�� - � � �R 122Q CAMELL/A ROAD _��_.� � _�_ —_ - — �0 SR /227 lSOU H _M/l LS ) � l9' BST _ T �'`r —�� (,,�'Lrn:., s-i`„` f� L�/ EXCAVATION TO ELEVATION 0.05' EST. 65 CY �D HW 3' W��ODii�� _. ° � woo�s FILL IN WETLANDS �� c��G� C RIP RAP � � - � � ` �GEOT T CE 6 �� --- - � �___ �� —�'� �"�ST RIP RAP � NS� �� \\ , �� C� � � � -�� SHEET PILING �p��' � / (. � \ � 1 i� � TRANSPORTATION PLANNING/DESI�N - BRIDGE/STRUCTURE DESI�N CNIL/5/TE DESIGN - Gl5/�PS - CONSTRUCTION OBSERVATION 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 < 0.01 0.00 0.00 0.00 � � � ,/-��'_ �� /�+�� k �� \ �e �, /v��`� -_ �� o� � J:� ' ' ,SHfET PILING �� / � ...,� \y�_. . — � � � %� 2@24" RCP-IV ,�, /� � j \ � �-� � �E. ��1.� ^ TRACIE BEACHAM � f � � �� % � � � MOYOCK.NC 27958 � �� / � � 106 CAMELLIA DR � � i`, � � V �� r �� ,� m � � \ � � --�� / _. / ��,� � � � �., � � � � � � � � � � '�� I � \ �. .,- / �\ I \\ �I ^ � � � � , �_�� ROBERT C.BALLANCE 750 SHAWBORO RD SHAWBORO.NC 27973 2@24" RCP-IV �VVOODS. � �J � �� ° ' �- � � �� }� %� i� � ii �i / % � .� j� ��L ,: / �'� � / // `�' �;;�� i i � � � �� i —� . � �.-,� ` i i �� I �� J I . . �(� . � � \ \ TI�G H W . . � � WCO[�S � - � A � � �� / - �` i / `�D" F - � - �SFME VERNON PAUL GARRETT \ 5520 SOUTH MILLS RD MOYOCK. NC 27958 � �i�, �� ; L� ALL WETLANDS AREAS DETERMWED BY CLAY WILLIS �DIVISIO� �ENVIRONM�NT/�L OFFICER AS � WETLANDS A, B� C SHEET NO.