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Home My WebLink About20190110 Ver 1_R.131_Permit_Plans_2019-01-22_20190124� � � _ � � � O _ � � /�y LL � 0 � _ � � � � _ � � � � � � � o� � 0 � 0 � � � c � � � a� > c w � � � � w � / � � � �oQ o �� N� O T� N=� N�c �� • • 0 � • � � ., � � �� I �I ��I � � ��I �� LOCA TI01�: BRIDGE #299 O VER BRAI�CH OF REEDY FORI� 01� SR 1810 (HARRII�GT01� RD) TYPE OF WORI�: GRADII�G, PA VI1�G, DRAII�A GE, £� S TR UCT URE S URFA CE WA TER IMPA CTS PERMIT NA� 83 \ Nq 20�� I N BEGI11l PROJECT WBS 17BP.10.R.131 —L— STA. l5 + 00.00 SEE FIGURE SITE 1 BEGIN BRIDGE —L— STA. 17 + 08.88 � � ,, i gD� � - SR 1�3�tt)g��/ G � �O O� / / � R ' G � ; i �P�Rsp j � � ,,, , �� , / / ; / i ; � � 80' ., CLEARI11tG 011t THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. N I � Io � ol ,_� IZDI �wl m�� SITE 1 -L- SR 1810 (HARRINGTON ROAD) ` N I � � � �. s�= � '� \\ END BRIDGE —L— STA. 17 + 61.1 E111D PROJECT WBS 17BP.IO.R.131 —L— STA.19 + 30. 00 Permit Drawing Sheet � of 6 0' GRAPHC SCQ�E � � � � � i � � � i � i � f � � I I I I � -� \ -_�_ -- __ 7'O US, ,¢ � �-� `_ � _ � ��, �� , � ��, �� \ \ \ \ �� __ \ \, 80' �� .��N DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH PLA11�S PREPARED FOR THE 1VCDOT BY: HYDRAULICS ST` T STV Engineers, Inc. E1�GIIVEER A�t �� _ �� j�/ � 900 West Trade St , Sulte 715 Charlotte, NC 28202 20 10 0 20 40 LE11tGTH OF ROADWAY PROJECT WBS 17BP.10.R.131 = 0.069 MILES Nc ��ense Number F-og9� � o� �oap�y � ADT 2025 = 380 p� `'� 2018 STANDARD SPECIFICATIONS Q o PLANS DHV = N/A LE11lGTH OF STRUCTURE PROJECT WBS 17BP.10.R.131 = 0.012 MILES � �� P.E. � a 20 10 0 20 40 D= N/A TOTAL LE11tGTH OF PROJECT WBS 17BP.10.R.131 = 0.081 MILES SIGNATURE: � o RIGHT OF WAY DATE: NIKKI T. HONEYCUTT, PE ROADWAY � a T = 6% AU G U ST 14 � Z O� O PROJECT ENGINEER DESIG11t ��p o �Q�� PROFILE (HORIZONTAL) V= 45 MPH E11tGI11tEER °� �rap��Q 4 2 0 4 8 FUNC. CLASSIFICATION: NCDOT CONTACT: GARLAND HAYWOOD, PE LETTI11rG DATE: CLARK E. GROVES LOCAL APRI L 3� 2 O� 9 PROJECT DESIGNER Division Bridge Manager PROFILE (VERTICAL) SUB REGIONAL TIER PE SIGNATURE: � See Sheet �-A For I ndex of Sheets See Sheet �-B For Standard Symboloqy Sheet � � � � \ � LEGEND �DENOTES TEMPORARY IMPACTS IN SURFACE WATER STREAM PERMIT IMPACT AREA (AC) LENGTH (FT) TEMPORARY 0.03 90 SW IMPACTS TRUSTEE OF THE RUBY WILSON HUNTLEY REVOCABLE TRUST DB 966 PG 236 �d��LU�i`; I , � EX\5 (1=4� �,. G \\-; / ; � ,— O 0 � � IS �� WOODS 0� FROM STA. 15 + 50 TO STA. 16 + 75 OO 1 + RUBY WILSON HUNTLEY � � _� F—� l � i i i i � � / � — F � � �� ► � � - — F F—_____-----�---� ---- I , � � � � � � � O GRAPHIC SCA�E RUBY WILSON HUNTLEY, TRUSTEE OF THE RUBY WILSON Pe rm it D rawi n HUNTLEY REVOCABLE TRUST � DB 966 PG 236 Sheet 2 of 6 260 � - � � � � � � - 2 5 6 - \��ST _ BEGIN PROJECT W BS � � �� STA.15+00.00 � � � p6,� EL = 324.55' �� o � � --- � � � � �, � N � 248 _ � � � � � 0 � 244 _, � � � � _ �' 240 � � � � � � � 3 236 � L O / � � � a� � � 232 � 0 "> � w � � z 228 � w � � � � �Q o�0 224 �� N= N� � �� F SR l8/0 (HARRINGTON ROAD> —L — F �� -� > --- F --____ F �> — � - Natural Ground DETAIL 6 LATERAL BASE DITCH ( Not to Scale) � 'I p �,•� �t g Min. D= 1 Ft. Max. d = 1 Ft. B = 1 Ft. b= VARIES Ft. Type of Liner= PSRM Fill Slope F ROM STA. 16 + 75 TO STA. 17 + 2 8 � Pl=15+50.00 RT E1=3/6.50' Ul 1/UVL l ll LJl 1/—IVL/l� U/-1/ /'1 �SIGN DISCHARGE = 650 C� �SIGN FREQUENCY = 25 YI �SIGN HW ELEVATION = 307.0 F SE DISCHARGE = 950 C� SE FREQUENCY = l00 YI SE HW ELEVATION = 308.5 F ERTOPPING DISCHARGE _ 1300 C� ERTOPPING FREQUENCY= 500+ y� ERTOPPING ELEVATION = 3/0.6 F TE OF SURVEY = 5/ll/20/8 >. ELEVATION „� � _ 11 + 00 DETAIL A STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground ?• j D �,•.� Ground d B Min. D= 1 Ft. Max. d = 1 Ft. *When B is < 6.0' B= 1 Ft. Type of Liner= PSRM � \ N � —' N -� Y � �' o I w w � � � I ^� o i r-- � � cv i'"' z �� I ,� I � � O � a � � � � � � � �!+ `- `� N °� � o� `� _ � � � � � � �� ,, �� _� � _ � �, � J/ � ,�\J8 \ �� jO \ \ °��i� �� '--- a — (—)0.558/%- — — — _ _ --__ ,, BM —2 � \ \ � �i ` � � II � ' i �I-� '��____ 12 + 00 SEE FIGURE SITE 1 Pl=17+00.00 RT � E1=304.50' CLASS ll RlP RAP (SEE ST RUCT URE PLANS) l —J3e57% � Pl=17+28.00 RT E1=303.50' 13+00 �— O � � __ F Nq 8 � � �� o>> 30,00' N N STV Engineers, IriC. PROJECT REFERENCE NO. SHEET NO. S�� 900 West Trade St., Suite 715 ��Bl o��oRo�3� L� C�-Cl'%l%i Charlotte, NC 28202 NC License Number F-0991 f�W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER O LARRY THOMAS WILLIAMS DB 456 PG 225 � � � WOODS � �� ----- F��— _ � _ _ �� F I �� \ � F� � � � �F ��__� �� F � — �� z w � w � a w � �w � W � N N DETAIL C RI P RAP AT EMBAN KME NT ( Not to Scale) 10'min. Ditch �.0'mi� Grade �� 1 ft. GEOTEXTILE Type of Liner= CL-II RIPRAP W/GEOTEXTILE FOR DRAINAGE �ROM -L- STA. 17 + 28 TO STA. 17 + 33 R' FROM STA. 15 + 75 TO STA. 16 + 96 LT FROM STA. 17 + 84 TO STA. 18 + 50 RT �� , � 260 256 252 ,- 244 , , , � 240 +)1.3112°_ --- EXIST ( __,_ _---- � . . , . . . . , . . (+)1.3375°0 236 232 � CLASS ll RlP RAP (SEE ST RUCT URE PLANS) � � UNCLASSIFIED ST RUCT URE EXCAV AT lON I APROXo 275 CY (BOTH SIDES) 14+00 _ � . - - --� : -,�� ,-�,� � EXISTING R/W� _ . �n��C � O3 WOODS ANNIE BELLE KIRKLEY HEIRS DB 242 PG 21 228 * NOT Eo DESIGN SPEED SHOW N FOR V ERT ICAL CURV E lS UP � T 0 20 MPH LESS T HAN OV ERALL DESIGN SPEED PER SUB —REGIONAL T lER DESIGN GUIDELINESo 15+00 16+00 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED i � i ' i " i �J I O I i � � ��ISTING R/W I � � I � i '��-��-`�;�--k� � -i `��'-� t �:�. 1 � 1 , / � i ` � 1 — � _ --�� _ � � - � -, �-- -�- DETAIL D TOE PROTECTION ( Not to Scale) a�,�e�c F� Natural �1�°`�S�°pe Ground b � �d d = 1 Ft. b = 1 Ft. Geotextile Type of Liner= CL B Rip-Rap 224 � � � � � � LEGEND �DENOTES TEMPORARY IMPACTS IN SURFACE WATER DETAIL A STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground ?• j D �,•.� Ground d B Min. D= 1 Ft. Max. d = 1 Ft. *When B is < 6.0' B= 1 Ft. Type of Liner= PSRM SW IMPACTS 0.03 90 FROM STA. 15 + 50 TO STA. 16 + 75 STREAM PERMIT IMPACT AREA (AC) LENGTH (FT) TEMPORARY 260 � _ � � � - 256 - \��'ST ' -- � \��Ji 06, � � 8�� o � � 252 �' — �- - -- - � - �� ' �woon�s � _� , , � —� �,, . . � — - �, — - � _ � — y - _ _. - _ — __ , , � �� 4 0' 0' 4 0' �� O �. GRAPHIC SCA�E RUBY WILSON HUNTLEY, TRUSTEE OF THE RUBY WILSON Pe rm it D rawi n HUNTLEY REVOCABLE TRUST � DB 966 PG 236 Sheet 3 of 6 - 0 0 � Oo 1 + RUBY WILSON HUNTLEY, � TRUSTEE OF THE RUBY WILSON HUNTLEY REVOCABLE TRUST DB 966 PG 236 � WOODS � ��- F — �� _ ,\ _ . -�, � �,-- --- ,, . � �-�� - �� = � �— � EX�ST IN� R / W � � - - - - " ��'� \ i -- - . ��, ��_ � i i . � .� � � - � --- ,-, " � � _ �_ —� �� _ _ � , 9� � �■ _ ' F — _ � �, _ o , o j __ _ � �� , — _�- �- - F i � _ _ � F ___------�---.--� ---- - - - �`n � _ / -� -- A � � - � � _ -r �� -- � , � _ --- � _ , � / --� � � � � _ � - . — --- ' � � � � - --- - � - - --- � --- _ � -- -- - �- _ - - - — -- � � � ' __ -- -- � �� -- ---- --- �, R�`N .. ----- -- �� , � -- ,^ . --- - � -� � � - - — _ � - � ��- �� , � � � 248 _ � � � � � 0 � 244 _, � � � � _ �' 240 � � � � � � � 3 236 � L O / � � � a� � � 232 � 0 "> � w � � z 228 � w � � � � �Q o�0 224 �� N= N� � �� DETAIL 6 LATERAL BASE DITCH ( Not to Scale) � 'I p �,•� �t g Min. D= 1 Ft. Max. d = 1 Ft. B = 1 Ft. b= VARIES Ft. Type of Liner= PSRM Fill Slope F ROM STA. 16 + 75 TO STA. 17 + 2 8 S / N. l5 fUU.UU EL = 324.55' '� � � ,, 0 � F '�� ii �i � ;T � � 3, I �, �� '�, 'I � i �' o � � �;�� 0 w � ,�� o r-- _ � IN��I �— O � __ F � �r�-�� T STV Engineers, Inc. �� 900 West Trade St., Suite 715 �� C�-Cl'%l%i Charlotte, NC 28202 NC License Number F-0991 � PROJECT REFERENCE NO. l7BPolOoRol3/ R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 4 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � � i � , - i � / � i � � � � � - � o i � � � -- � ' i � _ EXISTING R/W I � i i ��--c1�-,— , �� V ' � I� --- ,`, � I �_ _ \ --- ---- -� � _ � -� � _ � � —� _ \� 1� � -- — � � �F — � �� — . _ — _ � �� F _— �� . - Nq p 8 � NA 20�1 �. O �� LARRY THOMAS WILLIAMS DB 456 PG 225 � � �30,00� , < � � � � \ \ _ � OOD - W j �" � . .. �� ----- F �� - -- �� I � F _ � � � � � � � - � � � � _ I I � � , F �-- � w � w � a w � w � w � I� I i ,\\ � � � � a v� � ; , s -� � ^ � �? , N � � � � � �, _ � � ,_ Q ' �� ROM -L- STA. 17 + 28 TO STA. 17 + 33 Rl 256 252 �� Pl=15+50.00 RT E1=3/6.50' U l 1/ UV L l l l Ul I f-1V Ll l� Uf-1 / f-I -SIGN DISCHARGE = 650 CI -SIGN FREQUENCY = 25 Yf -SIGN HW ELEVATION = 307.0 F� iSE DISCHARGE = 950 CI iSE FREQUENCY = l00 Yf iSE HW ELEVATION = 308.5 F� ERTOPPING DISCHARGE _ 1300 CI ERTOPPING FREQUENCY= 500+ Yf ERTOPPING ELEVATION = 3/0.6 F� �TE OF SURVEY = 5/ll/20/8 �. ELEVATION - -- -- --�-� -- - - �,,,,. ^. 11 + 00 � � �� ,, �� _� � _ � �, � J/ � ,�\J8 \ �� jO \ \ °��i� �� '--- a — (—)0.558/%- — — — _ _ --__ ,, BM —2 � \ \ � �i ` � � " II � ' i �I—� '��____ / SEE FIGURE SITE 1 ; �� / K l SR l8/0 (HARRINGTON ROAD> —L — F �� -� > --- F --____ F � > _ i� 12 + 00 Pl=17+00.00 RT � E1=304.50' CLASS ll RlP RAP (SEE ST RUCT URE PLANS) l —J3e57% � Pl=17+28.00 RT E1=303.50' 13+00 ,- 244 , , , � 240 +)1.3112°_ --- EXIST ( __,_ _---- � , , ��"'�� 3 WOODS ANNIE BELLE KIRKLEY HEIRS DB 242 PG 21 DETAIL C RI P RAP AT EMBAN KME NT ( Not to Scale) 10'min. Ditch �.0'mi� Grade �� 1 ft. GEOTEXTILE Type of Liner= CL-II RIPRAP W/GEOTEXTILE FOR DRAINAGE (+)1.3375°0 236 232 � CLASS ll RlP RAP (SEE ST RUCT URE PLANS) � � UNCLASSIFIED ST RUCT URE EXCAV AT lON I APROXo 275 CY (BOTH SIDES) 14+00 228 * NOT Eo DESIGN SPEED SHOW N FOR V ERT ICAL CURV E lS UP � T 0 20 MPH LESS T HAN OV ERALL DESIGN SPEED PER SUB —REGIONAL T lER DESIGN GUIDELINESo 15+00 16+00 �� EXISTI R/W � /' �_ � _— = L �"1 DETAIL D TOE PROTECTION ( Not to Scale) a�,�e�c F� Natural �1�°`�S�°pe Ground b � �d d = 1 Ft. b = 1 Ft. Geotextile Type of Liner= CL B Rip-Rap FROM STA. 15 + 75 TO STA. 16 + 96 LT FROM STA. 17 + 84 TO STA. 18 + 50 RT �� , � 260 224 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS an 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 17+08.88 / 17+61.13 50' CORED SLAB 0.03 90 TOTALS: 0.03 90.00