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HomeMy WebLinkAbout20171369 Ver 1_Build Maps_20171026� �j����� ���, North Carolina Department of Transportation Sti)1't73tiVrd1PF Highway Stormwater Program �� STORMWATER MANAGEMENT PLAN �'-�---• (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: 38438.1.2 TIP No.: B-4620 County�ies): Robeson Page 1 of 2 General Project Information WBS Element: 38438.12 TIP Number: B-4620 Project T pe: Bridge Replacement Date: 9/22/2017 NCDOT Contact: Paul Atkinson Contractor I Desi ner: Ra'ender Gaddam, PE, CFM Will Weathersbee, PE Address: 1020 Birch Ridge Rd. Address: 1520 South Blvd, Suite 200 Raleigh, NC 27610 Charlotte, NC 28203 Phone: 919-707-6707 Phone: 704-940-4785 Email: patkinson ncdot. ov Email: ra'ender. addam rsandh.com will.weathersbee rsandh.com Cit ITown: Count ies : Robeson River Basin s: Lumber CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th lin. miles or feet : 930' Surroundin Land Use: V�loods, Residential, Agricultural Proposed Pro'ect Existin Site Pro'ect Buiit-Upon Area ac. 0.5 ac. 0.4 ac. Typical Cross Section Description: Two 11' lanes with 2' shoulders on the approach, and two 11' lanes with 4'-5" shoulders Two 10' lanes with no shoulder on the approach, and two 10' lanes with 2' shoulders on the bridge on the bridge. Annual Avg Daily Traffic (vehlhr/day): Desi n/Future: 1582 Year: 2038 Existin : 1036 Year: 2018 General Project Narrative: This is a bridge replacement project. Existing bridge 121 has a span arrangement of 1 span @ 20'-4", 1 span @ 20, 1 span @ 19'-8", and 1 span @ 20'-8", with a reinforced (Description of Minimization of Water concrete floor on I-Beams. The endbents and interior bents have reinforced concrete caps and timber piles with crutch bents. The proposed bridge will go in the existing Quality Impacts) location. Proposed bridge 121 is a 1 span @ 45', 1 span @ 55', and 1 span @ 45', 21" cored slab bridge with 4' end bent caps. The proposed improvements will not require deck drains. The bridge will have 1 drop inlet at the downslope end of the approach slab to collect deck drainage with a single outlet to the downstream side of the bridge. Rip rap pads will be used at all ditch outlets to reduce flow into wetlands. Existing bridge 123 has a span arrangement of 1 span @ 20'-6", 2 spans @ 20', 1 span @ 20'-3" with a reinforced concrete floor on I-Beams. The endbents and interior bents have reinforced concrete caps and timber piles with crutch bents. The proposed bridge will go in the existing location. Proposed bridge 123 is a 1 span @ 35', 1 span @ 55', and 1 span @ 40', 21" cored slab bridge with 4' end bent caps. The proposed improvements will not require deck drains. The bridge will have 1 drop inlet at the downslope end of the approach slab to collect deck drainage with a single outlet to the downstream side of the bridge. Rip rap pads will be used at all ditch outlets to reduce flow into wetlands. The proposed bridges will provide an increase in flow area and take bents out the the channel. Waterbody Information Surface Water Body (1): Ashpole Swamp NCDWR Stream Index No.: 14-30 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters (Sw) Other Stream Classification: None Impairments: None Aquatic T&E Species? Yes Comments: American alligator (no effect) NRTR Stream ID: SA Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? No Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justifcation in the General Project Narrative) General Project Narrative) , North Carolina De artment of Trans ortation � � k 11t;11'+t �11' P P � s�tc��-i�ttiyat��r Highway Stormwater Program STORMWATER MANAGEMENT PLAN ``--_ Qy� (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: 38438.12 TIP No.: B-4620 County ies : Robeson Page 2 of 2 Additional Waterbody Information Surface Water Body (2): Ashpole Swamp NCDWR Stream Index No.: 14-30 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters (Sw) Other Stream Classification: None Impairments: None Aquatic T&E Species? Yes Comments: American alligator (no effect) NRTR Stream ID: SB Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? No Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) � � See Sheet 9A For Index of Sheets See Sheet 9B For Conventionol Symbols See Sheets 9C- 1 Th�ough 9C-? For Su�vey Control Sheets TlP PROJECT B 4620 —L — POT Sto. lI t2p,pp � ll d� JL ll.s ��d ll' 1�! �L.e' 11L, 1L 1L�1 �� s�� 1�� �� 1Le Jl .l. �' �� ��1� V9��ll�'�1'J1� (`L�L' ��J1�`lJ'J1�1L \VJi�� �1'� ROBES01� COUI�TY LOCATI011L• REPLACE BRIDGES 121 A1VD 123 OVER ASHPOLE SWAMP ON SR 2455 (WHITE POND ROAD) TYPE OF WORK GRADIIIIG, DRAINAGE, PAVIIIIG, AND STRUCTURES WETLAND AND SURFACE WATER IMPACTS PERMIT ����. � ���������������� . ����������������'�'�������� �� ���������x�<���.� ������� ��� ����������������� ������� �� �e-�-�-�--•--.�_.,�_,m_�.------------e,a------" �-�_�_ �_� � � � � ���� �a --- -- -- ------ -------- — � � TO NC 904 S ITE 1 SITE 2 �����������.. ������������������ � ��������������� �,- — --h�a---------�--���e�_�- �--�__� -L- SR 2455 WHITE POND RD , ��, � Q� _ s� �� � � � � � . ������������� s � � � � � � � � � � � " � � � � � � � � � � \ NO.1����,-_�._�- �a�a�_-�--�--�--�s i m ---�na----------- �a F�� `�-�-�- ------.�a-------- ' « « � � � � « � � � � �-t-_---------�,a---------- Le--- ---�,a --- � � � « � � � « � � � � « � � « � � � � � � � .� « � � � .� x � « � � « � � � � « � � -« -��� � � � « � � � � � � � � � � � « � « � � � � � � « � � � � � « � � � « � � � � � � � � � « « � � s « « � � � � � � � � � � .� � « � .� « « � « � « � � � .� « � � « � � � � � « � « x x � .� � � « � � (� � a � � � r � � r x r � � « � x � � � � � � � « � � � � � . � r � � � x � � � �« � x r x � « � � \ +� � x a � � � � � x � v � � x r � a � x � a s � � � � a « r t � s � � � � � � r � � � BEG/ B x a: � .. s �. x � t �s � x a � x � x � � � � � � � � r � �r �r � � � a � � x a x t� � � -L- S! .17+ + - �r � '� � � .. .. .� s .� � �k � � t � x � x �k � � �x � � � a .� x � � t � x x � � � � a � ,r, .. .. .. ,���� ld � � � .� � .� � � . '� .. � .. � ,� � � � �k � � � � t � � � � � THERE IS NO CONTROL OF ACCESS ON THIS PROJECT. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD _ PERMIT DRAWING SHEET 1 OF 8 /�� � P� � —L— POT St0.20f50.0�0 ����� � � � � � �'�`�'� � � � � � � � � � �r � t � x � � x s � x � � � � x � x � x � a � � r � � �x � r � � � x r � x � x � � � x � t� � a � - -Ae- - -`- � _x _x � � � � � x � � �F � -Ina_ _"_ _� _� _ � � �r .� � __ _ _ _ _ _ _�a-._ _ ro se zass —�---------.--- -- � «- � �a�-_-- -------_-- a � � � � �- �- � -« -�a-�-�---- D �RID�E t '" '� �` « « a + s � + « -� -F�ne�------- - �f0.1�+ +/' � � t x r r �x �r s � � r � � r � - S - � _A�4._ _ � t .� �k � x .� � � � � � � � � � � � � � t � x � � �k t � � � � t x � � � x � x � .� �x t � � �k � � � � � v x � �K .� � � � �k a t � � � r .� s � a �n x x �K .� a s �K �K t � �M �K �F d � Y �k i J� � � � � d �K � t i� �K I��'O�IPd,FIi'E PLA�i,4 UO NOT USF. FOR N/W ACQU15!'fiON DOWMENT NOT GONSIOERED iINAL UNLE55 AlL SIGNATURES COMPLETEO PLANS PREPARED BYe HYDRAULICS EIYGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH 8601 SIX FORKS RD, SUITE 260 ADT 2018 = 1,036 RALEIGH, NC 27615 $0 2$ 0 $0 100 � � 919-926-4/00 w��r - - ADT 2038 = 1,582 LENGTH ROADWAY TIP PR�JECT B-4620 = 0.124 MILES FOR THE NORTH CAROCINA DEPART�IENT OF rRaNsPortrarroN �� �� y°'� PLANS K= 10 % _ 2012 STANDARD SPECIFIGTTONS b� 0�a a LENGTH STRUCTURE TIP PROJECT B-4620 - 0.052 MILES p,E, 50 25 0 50 l0o D= 55 /o JENNIFER FARINO, PE SIGNATURE: � ', T $ %* TOTAL LENGTH TIP PROJECT B-4620 = 0.176 MILES �GHT OF WAY DATE: rRo�Ecr ExcrNSEa � o V= 60 MPH MARCH 17, 2017 ROADWAY DESIGN PROFILE (HORIZONTAL) *(1'1'ST=2% + DUAL=6%) JARED BOND, PE ENGIlYEER ��.�p e�@.�e PROJECT DESIGN ENGfNEER l0 5_ 0 l0 2p_ FUNC CLASS = MINOR LETTING DATE: 0� pWw�� COLLECTOR SUB-REGIONAL MARCH 20, 2018 GARY LOVERING, PE NCDOT CONTACT PROFILE (VERTICAL) TIER P� SIGN.4TURE: - '. �. . '. �. . . . . '. '. ' . '. . . . . '. . '. . '. . ' . �. �. '. �. �. ' . �. '. �. '. PROJECT REFERENCE NO. SHEET NO. ,1_ �...�, . �.. .�. �. .�.�. �.�.�.. �, . �.�. �. . .. . . ... �.�. �. .., .�. . .. . . ..�. �.�. .�. �. �.�.�.. � .�. �.�. �.�.�.�.. �...�.�.�.. ��--f , . �. li li �.i �.�i �i . . �-� 5 . . �. �. . . .. , I ' , I. I ', ', ' ' I . ! : � .. , . .. .. . ... , '. . ... . , .. . � .. , . . . . . .. .. .. .... .... ROADWAY DESIGN HY�RAULICS ��, . ��. . . . . �. �, �i ��. i I i i I i �I.i I � ENGINEER ENGINEER _. .-.. _� .. __._ __ ... ..-.-: ... _ �__._. � �i.� � - I � u � iJ II i�.�u i ���i u �C- � u I I_u '�_I�_�_�__"__�i � i �i -.- �� �I i i i li ���i . �II �I_ i ��_I.-._� .J i �. �. _ �I �._ I �._ ._ � �_ �_i . , . ... .. .. ,... ...... ..I ... i i i Ili.lii I1 IIiJi. li.iil i II Ilili Ilill i. ,,,, �,i.. i . i �,i�. . .. �,�. �.���i . , . . . . . , . . . . , . .,.i . �I ____� i i �i�� i i i � . , , .. i i . , . . . , . . , . 1 Iri II II _ ;��r�l� �r�l___ _Il�r I I I � . , I II � , .. , . , .',iii ii ii i I� �I�i i i I �I� ��. ���' ���' . �ii i ._.rFI I r , L �I�. �.�i�. i .. . . . . , . ,i i I I � . , . . ��i . �. �. . . �. �. �. . . . I . . �. �i �i �i JI�: F I �.���- F . .. Y F - � � � �Y� � I'.II _ I I . . ,- �i IF. --. - � JI I �. I �li �. I �II I ��'.I �.. ,I� ��',�� . � .. ; � . . . . I. . ���, � _.. . .. . .. . . . . ... . .. .. . ._�_ _ �. .� . . I� . : �'„���,� I �,,,� ����I II,, ,�r � � � �, �'�', � ���'��,�'�,�',�',�'�, ,�, ,,, , �, STRUCTURE HYDRAUUCIIDATA STRUCTURE HYDRAULIC DATA I ; � � � � � � � � � � � � � � DOCUMENT NOT CONSIDERED FINAL DRAINAGE AREA = 76.5 SQ.MI. I II I1 I� II �� II II �� I�i Il�i �i �i �i �i Ill�i III DRAINAGE AREA = 76.5 SG.MI. II UNLESS ALL SIGNATURES COMPLETED OFSIGN DISCHARGE = 3400 CFS � I I I ' I I� � I i I I I I I DESIGN D�SCHARGE = 3900 CFS � , I I' Di5/GN FREOUENCY = 25 YRS � � I� � � � � ' � I � pE5/GN FREQUENCY = 25 YRS ' : _ ��� � I � �II � I = DF SIGN NW ELEVATION _ 859 FT I� I� I I I '� '' '''''' BASE DISCHARGE 5000 CFS I BASE DISCHARGE 5000 CFS u L- I i I ii i, �I li -- u I � i Ii DESIGN HW ELEVATION - 859 FT I � I� � RS� �ASE HWEELEVATION = 86.8 FT li I II ' I�� �� ' I�� �� '�I �� I �i �� � I BASE HWEELEVATION - 86.8 FT I I'� - OVERTOPPING DISCHARGE = 8630 CFS i OVERTOPPING DISCHARGE = 8630 CFS � OVERTOPPING FREOUENCY = 500+ YRS I I �" � I�;I I�! ,� �, _' ' �_ F== OVERTOPPING FREOUENCY = 500f YRS '' _ ___ _ -- _ -- p� _ OVERTOPPING ELEVATION = 88.2 FT II 'I I' III - I OVERTOPPlNG ELEVATION = 88.2 Fi I PERMIT DR/'�1WING : t SiIMArED NORMAL WATER �� . I r II I I �� � �� I I I I ESTIMATED NORMAL WATER I SUPFACE ELEVATION = 82.8 +/- FT i � Li____ 'i� !___ i�i i�ii ____i �_____i� L___ I SURFACE ELEVATION = 82.5 +/- Fr SHEET 6 OF 8 DATE OF SURVEY = 12/9/l5 � '� I DATE OF SURVEY = l2/9/l5 � __ - ___ --- ---- ---- ---- ---- ---- I�� � I� � I II,J, _, , I1� I , �� I _ �� . . . I _ _- , � � I , -- ------ ---- W.S. ELEV. AT DATE OF SURVEY = 82.8 +/- FT ��n� -�', In� -II I n I 1� WS ELEV AT DAiE OF SURVEY= 825 +/- Fi � -1 ' � I I II I lii lii I' I,, I' I , �,�� ������ I I��;; ��� '�,�'� �I�I �� �� � �'� �I�'���I „ � � � �� �� � � � �� I�� �� �� II�I ,� ��� I I � , , �'�, �', �', - — ��� - � -- � � ----------- ---- � -- -- �--------- -- --- ----- - -- ,�, , ,,,, � , ; , .... .. . .. .. ...... . �, ... ��iiil Iliiil illi i lililllii II illi li �i i illil -- liill��i III, . . ,II... ... ..��I .. . .. . . .... i i i iii I � r '„� , ,i i_ _ _ _ _I � I I I I I � I ��� ��� ���� ��� ��� ' . . . .'..i I��, .. ...,:�.�� I� I �1 ___ II� I_____.. I_ __ . I I i ...,i , i ., i , i I��, I , .. . .., ,..i'I �� .' I� . . . . . . . . . li . . . . . . . . , i . . . . . . . ',i li , . , _I � __ . . . . . . . . I _ �. li_�.__ ._ , . . , '. . . . _. . .... _ - - � .. . . . . �, ___JIIL____ JIILiI IJI i ...L . �,.� . II __ �IJIIL__ �i .i ...� .I�.i�. �i i �.i il .., i . I. �.�I�. i i �'-�. . . . . � � ii �I II I'�, I�I I I �1III II �III �I Pl = I5+85.00 � I,'', 'II ''I' 'I I, , I, I ��i� i I�i., , .. I � �u i� i uu i � J EL = 90.7/' -j , �i�� � ii� ' � VC = 280' ' , '�i �� �� i i J � � i i ,�-I I K = 282 - '- - � �� �� ' I- _ � - i ' - 'r � - ---- � � _ ---- - -- -- -- -- ---- -- � _'_ ', ,__ , I : li'' I II I I' II i i lii, =;__ _ I I.- i i �i i : I I � � � �� � �� � � �� �� � � �� �'� ��� I � ��� I� I I I i i�,;� I�� I�'� �� � ��' � � I i � '- - _ BEGIN PROPOSED GRADE _ -- - -- IT � ��-I�� -I � ' � I,' I' _ I_' ' , ,-_ ' , '� -III� I- --_ __, , . __ END PROPOSED GRADE . ----- -- -- -- r i BEGIN BRIDGE END BRIDGE � j BEGIN BRIDGE � � � END BRIDGE � -L- STA.11+20.00 I ', -L- STA20+50.00 -L- STA12+86.75 I' I I I I' I' I li I' I' -L- STA.14+34.25 -L- STA17+48.75 li -L- STA.l8+8L25 100 ELEV.= 88.65' i i i � I i � � i ��, ELEV.= 88.16' 10� � . . . . � NWS ELEV. = 82 . . -' . i �' I . I �. i NWS ELEV 82:I5 . . . . i . , � . � . . . �� I . . . . . . �. . . � . . . . . . . REMOVE EXISmIN6 I . . I . . � I i �, REMOVE EXIS ING ' . . . . . � .. �. . �. �. ��. . . �. �. �. . �. . . �. I��i I i I I I . . _ . __—__ _. . L_ _ —___ _____ —___ __—_ L_-_. __ STRUETIURE i� I i �_. __ _ I __ __ __ _.;sTRUC tlRE Ti_ — _— ___ _ _ �i . _ _-- —.- — _ _—__ ___ __ i I � 1+10.�30% -J0,�484 I�II I 0 0 9 9 --- --- - --- --- -- -- - -= --i -------'--------! -------- - -- - - i r - - - - - - - , - - - - - - ,- - - - , - - - -;_ , _ ..., . . . . . . . . . . . � ,.T .. , . .. . .. .. . .. �.I �. .. ., -� I . . .. . . . , .. �.... ..., .. . . . I I I il i� V�` I i i �, � r i .. . . I�. I i I i t . I. . I . I . I I . I I I # I I�� . ' . . I.. � .. I . . . I I I - I I �.. . I I . I I I . I I I I I, I I I I I I I 4 I .I . _ ^ J . . .. . . I .. I 80 - L I i � i ��ii �I i i i ii 1�-�— i , I i = 80 � 7, �, _ �. �. � �. �. � / , ��. I�! � �1 � . . I II I ,. . ,. i � !I � I ^ i . . . . I II' . .. .. '. . . . '. . _. ' _ _ _ _. _ ., _ __ . . . . . i i i _ i i i� i',� . . . 'i. i i ' ", il ii il _ ' _ i i . . � . i . . '. �. �. �I . �\� . � . ' . ' . . I ' _. - �. JI � . �� . .-'. � . 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Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure FillIn FillIn 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- 12+50 / 14+50 Bridge 121 < 0.01 0.02 < 0.01 1/ 2 -L- 14+50 / 17+30 Roadway Fill between Bridges 0.08 0.05 2 -L- 17+30 / 19+75 Bridge 123 and Roadway Fill 0.02 < 0.01 TOTALS*: 0.09 0.09 0.01 0 0 0 *Rounded totals are sum of actual impacts NOTES: 0.03 acres of temporary fill in wetlands in the hand clearing areas for erosion control measures. 2013 10 24 •, � • � BEGIN TlP PROJECT B-4620 —L — POT Staa 11�20000 GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) E TO NC 904 SHEET 11t0.: UE-1 UE-2 ����J�__!� �� ����� � ������ �� ����� �� �������� L OCA TI01�1: REPLA CE BRIDGES 121 A1�D 123 O T�ER A SHPOLE S WAMP 01� SR 24�� � WHI TE P4111D R OAD� SITE 1 � I11tDEX OF SHEETS DESCRIPTI0111: TITLE SHEET UTILITY WETLA11tD IMPACTS WETLAI�D IMPACTS END BRIDGE -L - POT Sto.14+33 +/ - -L- SR 2455 WHITE POND RD SITE 2 BEGIN BRIDGE -L - POC Sta.17+50 +/ - � � a�. 3 `w J O 2 N � a � �, / � \ NO. 123� UTILITY OW11tERS WITH C011lFLICTS (A) POWER — DUKE EIVERGY (B) COMMU11tICATI0IVS — AT�T END BRIDGE -L - POT Sta. l8 +80 +/ - �<�eJC'�e 1V �, B-462 0 �r ����� ��a U E-1 PERMIT DRAWING SHEET 1 OF 2 UTILITIES END T lP PROJECT B-4620 —L — POT Stao 20 �50000 _ T� SR 2455 —� -----___— ----- SITE 3 PREPARED IN THE OFFICE OF: � 1223 Jones Franklin Road � e Raleigh, N.C. 27606 , ETHERILL License No. F-0377 ENGINEERING Bus: 919 851 8077 Fax: 919 851 8107 TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ClVIL/SITE DESIGN - GlS/GPS - CONSTRUCTION OBSERVATION John D. Schriner, PLS PROJECT UTILITY COORDI11lATOR DIVISION OF HIGHWAYS UTILITIES U11lIT 1555 MAIL SER VICES CENTER RALEIGH NC 27699-1555 PHONE (919) 707-6690 FAX (919) 250-4151 Bo Hemphill, PE UTILITIES REGIONAL EIVGINEER Kifah Kamil UTILITIES ENGINEER Ed Reams UTILITIES AREA COORDINATOR Larry James UTILITIES COORDINATOR 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 8+97 to 13+40 RT Power Lines 0.05 2 13+92 to 17+90 RT Power Lines 0.12 3 18+45 to 21 +35 RT Power Lines 0.04 TOTALS: 0.21 O N �O � I • � See Sheet � A For I ndex of Sheets See Sheet �B For Conventional Symbols See Sheet � C- 9 For Survey Control Sheet BEG/N T /P PROJECl B —4620 —L — POT Stae ll f20o00 F TO NC 904 � � � � O � ��� ;� �' J�° � � �' ����� -� � �1�� ��°������)J�������\ � 1����������`�T ����'° l ������%��� � �� LOCA TI011 t: REPLA CE BRIDGES I21 A1�D 123 O VER A SHPOLE S WAMP 01� SR 245� ( WHITE P41�D R OAD) TYPE OF WORI�: GRADII�G, DRAII�AGE, PA VI1�G, A1�D STR UCTURES __� �.--�--- ----�-- �----� � BEGIN BRID�E � -L- POT Sto.12+86.75 ���� _, \ � I Q� \ ,,3 �. �._ 0 � _ �, a �S �NO. 121 � J THERE IS NO CONTROL OF ACCESS ON THIS PROJECT. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. END BRIDGE -L- POT Sto.14+34.25 -L- SR 2455 WHITE POND RD BEGIN BRIDGE -L - POC Sta.17+48.75 � � Q ., 3� `'w J O ; 2 ; v� �a �- ---�; / � r �s �.. ' NO. 123 � END T lP PROJECT B-4620 —L — POT Stoe 20 �50.00 / END BRIDGE -L - POT Sto. l8 +8/.25 �r TO SR 2454 � -----_— DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PLANS PREPARED BY: HYDRAULICS E1VGI11tEER GRAPHIC SCALES DESIG11t DATA PROJECT LE11lGTH RSF�H Architects-Engineers-Planners, Inc. 8601 SIX FORKS RD, S UITE 260 ADT 2018 = 1,�36 R � RALEIGH, NC 27615 50 25 0 50 100 ADT 2038 = 1,582 LENGTH ROADWAY TIP PROJECT B-4620 = 0.123 MILES 919-926-4100 � o� �oa�� FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION � �q� P LAN S K = � O % _ 2012 STANDARD SPECIFICATIONS �� �Q� o LENGTH STRUCTURES TIP PROJECT B-4620 — 0.053 MILES p,E, D= 55 /o JENNIFER FARINO, PE SIGNATURE: � � 50 25 0 50 100 T= 8 %* TOTAL LENGTH TIP PROJECT B-4620 = 0.176 MILES RIGHT OF WAY DATE: PROJECT ENGINEER � o V= 60 MPH MARCH 22, 2017 ROADWAY DESIG11l LE JARED BOND, PE E111GI1�EER �� �Q PROFI (HORIZONTAL) *(�ST = 2% + DUAL = 6%) �'� o�' PROJECT DESIGN EIKGINEER ��, �� p��Q� s 10 5 0 10 2p FUNC CLASS = MINOR LETTIIIIG DATE: GARY LOVERING, PE COLLECTOR SUB—REGIONAL MARCH 20, 2018 NCDOT CONTACT PROFILE (VERTICAL) TIER P.E. SIGNATURE: BOU11lDARIES AND PROPERTY.• State Line ----- ----- County Line Township Line City Line Reservation Line Property Line Existing Iron Pin � Property Corner � Property Monument 0 Parcel/Sequence Number �23 Existing Fence Line -X X X- Proposed Woven Wire Fence e Proposed Chain Link Fence � Proposed Barbed Wire Fence '� Existing Wetland Boundary - - - -W�B- - - - Proposed Wetland Boundary W�B Existing Endangered Animal Boundary EAB Existing Endangered Plant Boundary EPB Existing Historic Property Boundary HPB Known Contamination Area: Soil `'� ° �'�,� Potential Contamination Area: Soil �� �?� �- -, Known Contamination Area: Water - ���'�� ��'� Potential Contamination Area: Water 1�?�'i ;�`;'?��; Contaminated Site: Known or Potential '� � BUILDINGS AND OTHER CULTURE: Gas Pump Vent or U/G Tank Cap O Sign � Well ° Small Mine � Foundation 0 Area Outline Cemetery fi Building School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir � � Jurisdictional Stream �S — Buffer Zone 1 Bz � Buffer Zone 2 Bz 2 F I ow Arrow � --- --- Disappearing Stream --- --- Spring o�_�_,�_--� Wetland � Proposed Lateral, Tail, Head Ditch �—�� � FLOyy False Sump � '����.,� �` � �_ ��� �l_�� ����� l ; l��c�_� �'� 1� ��,__ ��T �� � �� �'�����(�� ����''�� �I������� _�r J �\ �`�v� � � ! �-� Note: 1�ot to Scale *S. U.E. = Subsurface Utility Engineering RAILROADS.• Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled RIGHT OF WAY.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite R1W Marker Proposed Control of Access Line with Concrete C�A Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement CSX TRANSPORTATION 0 MILEPOST 35 0 SWITCN ���� Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND RELATED FEATURES: Existing Edge of Pavement — Existing Curb — � 0 0 v . W . �� �I in� 0 .�. �� ,� c �, �A, c E E TDE PDE DUE PUE TUE AUE � Orchard V i n eya rd EXISTING STRUCTURES: MAJ O R: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES: POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole U/G Power Line LOS B(S.U.E.*) U/G Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) — TELEPHONE: Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp cR Existing Metal Guardrail T T T Proposed Guardrail T T T T Existing Cable Guiderail n n � Proposed Cable Guiderail n n n n Equality Symbol � Pavement Removal I�EGETATION.• Single Tree Single Shrub Hedge '�' Woods Line � � � Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole U/G Telephone Cable LOS B(S.U.E.*) - U/G Telephone Cable LOS C(S.U.E.*) - U/G Telephone Cable LOS D(S.U.E.*) - U/G Telephone Conduit LOS B(S.U.E.*) U/G Telephone Conduit LOS C(S.U.E.*) U/G Telephone Conduit LOS D(S.U.E.*) U/G Fiber Optics Cable LOS B(S.U.E.*) U/G Fiber Optics Cable LOS C(S.U.E.*) U/G Fiber Optics Cable LOS D(S.U.E.*) � � � � Vineyard CONC J CONC WW � WATER: Water Manhole Water Meter Water Valve Water Hydrant U/G Water Line LOS B(S.U.E*) U/G Water Line LOS C(S.U.E*) U/G Water Line LOS D(S.U.E*) Above Ground Water Line TV: �oN� Hw TV Pedestal TV Towe r �--------� U/G TV Cable Hand Hole ��B U/G TV Cable LOS 6(S.U.E.*) U/G TV Cable LOS C(S.U.E.*) � U/G TV Cable LOS D(S.U.E.*) U/G Fiber Optic Cable LOS B(S.U.E.*) s U/G Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) - - - - T - - - - - - T - - T ----T�---- - -TC- - T� - - - -T FO- - - - -T FO- - T FO GAS : Gas Valve Gas Meter U/G Gas Line LOS B(S.U.E.*) U/G Gas Line LOS C(S.U.E.*) U/G Gas Line LOS D(S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS B(S.U.E.*) SS Forced Main Line LOS C(S.U.E.*) SS Forced Main Line LOS D(S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line LOS B(S.U.E.*) U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. - A�G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records - End of Information -w- - � A/G Water - -TV- - - TV - - - -TV FO- - - - -TV FO- TV FO G - A/G Gas OO O ss A/G Sanitary Sewer - - - -FSS- - - - - -FSS- - FSS • � � ❑s - ?UTL 0 UST 0 � � AATU R E.O.I.