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HomeMy WebLinkAbout20190466 Ver 1_470035_Permit Drawings_20190115_20190410� � � � � � � � � z �o ��� ��� ��� ��� ��w �� ��Q ��z r(�� v,�w ��� ��� ��� ��� ��t� 6? [9 tA � • � . � � � � ., � V W � �i � � � � � � 0 � A •� � V `� � O V ����� �ll" �`�' �110�1111 �������� �������� �� �������� HYDE C4 U1�lTY LOCATION: BRIDGE N0.35 OVER SLADE CREEK ON SR 1143 (SLADESVILLE-CREDLE RD.) i � �,��I � �wre sTwre vao�ecr aeaerteNce No. ��� 17BP.1.R.83 17BP.1. R.83 17BP.1. R.83 TYPE OF WORK GRADIIVG, DRAIIVAGE, PAVI11lG £� STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 700 PROFILE (HORIZONTAL) 0 DESIGN DATA ADT 2017 = 140 ADT 2037 = 150 K = 10 % D = 60 % T = 6 % * V = 40 MPH * TTST =2% DUAL 4% FUNC CLASS = LOCAL SUBREGIONAL TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT 17BP.1.R.83 = 0.067 MILES LENGTH STRUCTURE TIP PROJECT 17BP.1.R.83 = 0.016 MILES TOTAL LENGTH TIP PROJECT 17BP.1.R.83 = 0.083 MILES N;� of TranspoKation in the Office of.• ETHERILL '��" .oAo ENGINEERING h,�.c.�zaa�oh T A�=°'9�9�a5� ao;; ZOl2 STANDARD SPEClFICATlONS RIGHT OF WAY DATE: EDWARD G. WETHERILL, PE PROJECT ENGINEER LETTIIVG DATE: 1VCDOT CONTACT: BOB A. MAY, PE PROJECT DESIGN ENGINEER JOHN S. ABEL, JR. DIVIS70N 1 BR/DGE PROGRAM MANAGER - � � NAD 83�2071 HYDRAULICS ENGINEER ROADWAY DESIGIY ENGINEER P.E. � PE PERMIT DRAWING SHEET 1 OF 6 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED See Sheet 9-A For Index of Sheets See Sheet 9-B For Convetlonal Symbols � � � � � � � � Note: Hi-Viz Fencing to be installed around NR-Eligible Properfies before construction • • • • • • • • • Existing Power Line Proposed Power Line �� JEFF N.CREDLE � R�CNARD N. CREDLE N ll' 09' l75" W ST JOMNS EPISCOPAL RICHARp H, CREOLE ���� N E r 49A� W DENOTES IMPACTS IN 1223 Jones Franklin Rd. PROIECT REFERENCE NO. SHEEf NO. WETLAND AND SURFACE WATER IMPACTS PERMIT � SURFACE WATER ETHERILL Raleigh,N.GD606 EN INEERING License No. F-0377 /78P.1R.83 4 � DENOTES FILL IN Bus: 919 B51 8077 ILW SHEET NO. —— WETLAND Fax: 919 851 8107 � ROADWAY DESIGN HYDRAULICS DENOTES EXCAVATION 1RnN5roalnnorvau�rvwrv6/oES�Grv-aa�oGE/SrRucruREOESGry ENGINEER ENGINEER IN WETLAND av��/S�rEOES�GN-Gt5/Gv5-CONSrRurnorvoeSERvqnory � DENOTES HAND F�,oQl''ESlR���ti�'. `�.�oP}�•ECARQ�/ti, CLEARING � g,.��E 0 9`..v S � 2j pF SS 0,�;:,9'�. :a �:. ' 100' � ��� GLI 4 SEAL -.. SEAL :: 21116 18462 e •�':��'GINE``;4.' • �i q':FNGINEF;P:\, ,,�. ��i� B�B ..A....�,,,�J�,` �i�� 4jFS •.C....O `,,,�� GRAPHIC SCALE ������ ������ PERMIT DRAWING SHEET 2 OF �J DOCUMENT NOT CONSIDERED FINAL � UNLESS ALL SIGNATURES COMPLETED 41ADCE J.WILLIA115 /s a p BEGIN APP. SLAB END BRIDGE rypE g_�� A.15+19.94 -- � � � SHOP CURVED Oo f2) __ W � es 7YPE- 25'.1 PS — Z � / — 15\ � D o � - �o ' N o� O 25:1 PS I = SITE 1 BEGIN DIRECTIONAL BORE SURFACE WATER IMPACTS � � � � � � � � � � ��' f9j�. EXISi R�W �E _ . "^"�' %ISTI WATER_ Ews* a`w M� — — 2s'� � 3a' EMPNTENPNBE —�� � _ _ _ = Ig=gSr n � zs �� ftDl aa�E � _ �=-CR �� f . _ . BY MA1N �� T� SR 1145 � — , - . - _ E{ISi ft�W —i ISFBUS ev EM�pryiEN��E � WOODS MADi MARSH AREA N 4 50' 55A' E MOLl0Y1ELl ALBIN & SEARS GLADE S.MARWS - - -- - -- _---. V �\�1ti RiCNARD N. R�� CREDLE a TOOLEY PROPERilES MAasH aREa LLC rPROPOS WATER LINE I (� ONAL BORE) I /�� / � D SLH�. CREEK / � / � N4CK B KEECN END DIRECTIONAL BORE AMANDA 5 /`ti� /STAN� SCMiTi ARMSTRqs-!G titi0 3 TSEARS� � DOROTNY $ � MiTCNELL �\ �'0 �'rfT q , SCATTERED TREES NPE-III TYPE B-77 SHOP CURVED ROP. SHEET PILING END APP. SLAB -L- STA. 15+30.61 -L- STA. 16+24A� SKETCH SHOWING PAVEMENTiSTRUCTURE RELATION PROPOSED EXCAVATION EST.58 CY PROPOSED SHEET PILING -L-LT. STA.13+67.93 TO 15+32.28 -L-RT. STA.15+o5.d9 TO 15+32.28 � N .�2�� ssr w SCF ETDEPART�NTER � K �'a" �� - � HAND CLEARING �'q � '_ FILL IN WETLANDS � SURFACE WATER IMPACTS - � �� Fyry EXCAVATION IN WETLANDS i � MARSH AFEA I p� ' All N N N ir 3r ii.g E ISITE 1 ENLARGEMENT 2X ENLARGEMENT - BEGIN DIRECTIONAL BORE SURFACE WATER IMPACTS � � � � � B RIP RAP PAD TONs 5Y GEOTEXTILE � . �C�FT � � \ Ts---- ig� - � „z�,o�o6o s � /�, S� � �� � �5, HAND CLEARING FILL IN WETLANDS - SURFACE WATER IMPACTS - EXCAVATION IN WETLANDS � EXISTNIG WATER MAIN W`e� � Map 1 \ ��� � � �� SCATT D I \ �<, I ip �� � � � � � �; � KE N � ;r\ �C � \ // SITE 2 ENLARGEMENT / 2X ENLARGEMENT \� O ♦ �\\ �� N ' 8T E Mwi��iei�s' % i � T 5 � I NI � �JS, ��'��M� �n � o� v�\ �� '�r � �sr I �I �\ � �' �, aw i � �\ /� \N fN �— —i— — �— 5 RCP � � � � \ �ar \ __ -- � 1 � ro scRaNrom E+�sr c� \ ���� � � V � � �1 � Q �� Exisr a�w � \ N fl \ �� �\ � � � CFRISTOPF�R CHADNICK a�� wer�AN�s aae o=reRMweo or c�n� w � is DIVIJION CNVRONM[NTAL OF�ICCR AAS WETLAN75 P.B.C,� g � .� SEE SHEET 5 FOR PROFILE SEE SHEETS 5-1 THRU 5-22 FOR STRUCTURE PLANS o� � DENOTES IMPACTS IN 1223 Jones Franklin Rd. PROIECT REFERENCE NO. SHEEf NO. � Note: Hi-Viz Pencing to be WETLAND AND SURFACE WATER IMPACTS PERMIT SURFACE WATER ETHERILL R;�e'9eNo Fo3„ 178P.1R.83 4 � EN INEERING installed around NR-Eligible � DENOTES FILL IN Bus: 9196518077 �W SHEET NO. Properties before construction WETLAND Fax: 9198518107 ROADWAY DESIGN HYDRAULICS � DENOTES EXCAVATION ranrv5roalnnorvau�rvwrv6/oES�Grv-aa�oGE/SrRucruREOESGry ENGINEER ENGINEER IN WETLAND av��/S�rEOES�GN-Gt5/Gv5-CONSrRurnorvoeSERvqnory ......... Existing Power Line . � D NOTES HA ,.``tH,. ARo�°�, ,O�QS�„�P.!?����i � 1 ... '� . ' E CLEARINGND �•`�o�;• 'C .`� �: ` -/ �-- — �� E,, = OA4 FT/FT S - OA4,FT/FT \ � ` =,,��EESS/09`..v�S .2,•�pFESS/p�`9�'�. \ / Proposed Power Line i � � �z-� � � ��� �� � j � '�/ = SEE PLANS ftt�.� �EE 'PLAN � � � �� � �oo, a' '°°, ��� a sen� - ` sen� : _ � �' 1 ` ` 21116 � 18462 . : \ 1 ^ \ I I � , � � z� � )� �\ �\ \ � / I ��,) � \-' ` jllJ � • ,�B�AN M •� 9•FSG�NEO`,,�,,• � j� � /� % !�� � GRAPHIC SCALE .�8�.. E..p� � ��,gF.. : A� V'�V � I � i 1 Iv'� � i V V ✓ � � � � � � � ��A I�,� � � '� � � ����� .�� , �� � `� r � �/ � � �� � . � � � � PERMIT DRAWING ,��,�, „��„ . p .�� � � � SHEET 3 OF �J DOCUMENT NOT CONSIDERED FINAL L ^� � I � � � � � V � � , � I � � � � � � `� UNLESS ALL SIGNATURES COMPLETED ' _ v� � � � ) � � � � � � �� � � R�cHn��g(�Reo�e �� � ��' � � � � i _ � � � � � � � — �-�� � �� � �� 1 � � � � .� < � � T J ��E�P�SCOPAL � � �� MIADCE �IYILLIA4� - � � �� /�� , �� � Z� - - '---- ----- ---- � /� � .. � FF p, CREDLE y _ (� p GE MA(tD�.N.titEDLE � �� � ��� /� � �� � ���� � �� �`� 8eG rrPe �n '� � _\� ; � � � �. -� � � v�� � � � � � n � �� � / -- A. . -- . + . HOP CU \� � = / �`.... ,.. � �i 5+19� 5 RVED � � � � � f� � � � � � J I � ; �,- �� � --� � � j �`�" � � -v � � � � es �rvPE 94 ss�.i vs � !� I , I '�� � � �- ` i ' � - —�1 =7 %� -� �\ �j� /. ��1D � ^ _ !� 5' _ o0 � - � � � , � � �, �\ ,- � - ���— -- ��� �� —�� \��' � � � '� � — � � — � � �� _ � � �� � � � C � � ` 1 � �.% I I I / ^\ � ��- '�- I \ � � p /� � , �2 0 0 � 25 � PS A) � � � o I �I \ �✓ / �` � �. Il �j �p. r�. / /� \ 7 I \�/ / \\` �_ I \ ��`.i- 7 i -f C '�-�"� \� I ` � � TYPE III SHOPECU VED � \ o i� ) � � � � � � � � � � ^ , � 1 ��� � � � _--� I'1 / � � �� � � \ \ � �- � � �" � � �' ((/ L �' � \ �� % \ END APP SLAB � � A' � SITE � �/ � � � nor sr+eEr PwNc � / N � ' - � � �� � V � '� � /� � , � ��" �� ��, �� � acaa�-�— / � � � � ��\\�j � /� ���� — , ��� � / �. �( L STA 15+30.61 L STA 16+24.06 � l� � � � \ > , � � � �' �� - _ , _ / �\ \ � ' � � BEGIN DI GTIONAL L � � / ' � �� C� / L � f�r �/ ,- � " � �" SKETCH SHOWING PAVEMENTiSTRUCTURE RELATIONSHI I .A \ l �• � ` .1 � � , ,� .� SU ACE WATER IMPAC \\" �CMARD�� / \\n` � / � \\ ��/1 / V �\ � \N� / . � \ . �' . ,I � , ` �� /� .... ��.� ' � '� \ , /� ��. , � �� V / J � C �� I \/ �\ J �r � � � � . 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SITE 1 ENLARGEMENT � SITE 2 ENLARGE ��� � � � �'�� � � � � � ��� � � �� � �� � V � � , f � \ � � l � l , MENT �% _. � ' � ( � ° � � � � ��� ` 7C� ��� � � � _ � � 2X ENLARGEMENT 2X ENLARGEMENT �" � � , �I � � `� �� Q �` � � � �� --���� � � � � ��, , �.��� 1 � r � —�. � ��� �� �� � � , � —�' �� �l � � � � � � � � ;, � j BEGIN DIRECTIONAL � � � � ���� , � � � � � '� i �� � , � � �L �/ L �z� � � \ � BORE ��ET �— oor c. 1, �- � ,� � � ��•.� �'� '" � � � SURFACE WATER IMPACTS � ��_1g_ — re 7 ��� ,�u�,is �� �,�� � � � �'��/ � V � '� / �'� � ��� �� ��� �� � , - . - _�\ , ii � � - �7 / � � � � - � /� e � �,,� �� ��i �J � U � � � � �� �� �j � — � L �� � / � „ ,os�6 ���� ) �� � ,� -�. ) ,_ � '/�� - - / �/� 1 . , . ° . � 1 � � . . �� ,�;� ,l� � _� ji � �`,� � %'�� �� , � jl,`''` � ` � � _ , � w ; !� ,, I t / —� � � � �'.y�� �� ����� �� �� � � -��sroa��cH.nw�cK � ��-, l � �� V � � � � � —� � �I �`� �/ J � „ � � . � � �`�� �J �J � �� � �L ,� �1�� \ `;,�r ;� � � , r £ ti�� 1 � ` � _ , , � �, � � � �� �� � � � � � �� f � � �_ ,., \ _ —\ � `��� >�c � <N � � � � ��:i;� �� � / ��� ��'\`� I / � J c�� � � � � ��� , � ;�� � ,�( _� i � � ���—� � ✓<� � �� � � � � _ � � �� � �� z � ,, ��s ��s •.� -/� ��� � �� �� , � � � -,' ��-�� ��J� ��—�� ����i�\` O \ �,_ �•� `=__. /� ���\ \ ALL WETI.A DS ARE�Ei1F13MINF�EY BY CLAY WILLIS 1 � \ �, ce \� � � � � � i� HAND CLEARING � �.�� �%������-" ,� � � � �ivis��R9�r� oF��tER aas wET��os a.e.c,o` � � J'� � � � / �� �%I � � ��� � � —_. %///r /� � � � � � � � � � \ � , FILL IN WETLANDS � i/, ��'� � � �1 � � I � � / n � \ ���� � I � �� rr �— /� � �� �,? � � ��� EXCAVA ION IN RWETLANDS � I������%��1�;� l �, � � . �II, ,� � �� ��� �' �� `� � � � � � � i� � J'� � l�� � j I r � ��� l � �, � � � ,� � � � — � � � ,� �/'�����I �� �� �i � ` ' � � ✓�< n — �✓� � I/� � �� �se�� ee r 5 ��R�Fr��`� i y" � � SEE SHEETS 5-1 THRU 5-22 FOR STRUCTURE PLANS SHEET NO. WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Permanent Temp. Excavation Temp. Hand Existing Existing Fillln Fillln in Excavation Clearing Permanent Temp. Channel Channel Natural Site Station Structure Coastal Coastal Coastal in Coastal in Coastal SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 -L- 13+62 to 14+82 LT ROADWAY ** *** 2 -L- 14+82 to 15+52 1@30', 1@50' 21 " Cored Slab < 0.01 < 0.01 < 0.01 < 0.01 17 TOTALS*: < 0.01 < 0.01 < 0.01 0.01 140 *Rounded totals are sum of actual impacts NOTES: SITE 1: OPEN WATER IMPACTS (MANMADE CONEYANCE) ** Permanent Surface Water Impacts = 255 Sq. Ft. (0.006 Ac) *** Existing Channel Impacts Permanent = 123 Ft. SITE 2: Permanent SurFace Water Impacts = 67.7 Sq. Ft. (0.002 Ac) Permanent Fill in Coastal Wetlands = 135.9 Sq. Ft. (0.003 Ac) Excavation in Coastal Wetlands = 69.6 Sq. Ft. (0.002 Ac) Hand Clearing in Coastal Wetlands = 78.2 Sq. Ft. (0.002 Ac) �Revised 2013 10 24