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HomeMy WebLinkAbout20190326 Ver 1_R.105_Permit_Plans_03-06-2019_20190307� � � s � � 0 � � a � � � � T _ � 0 � , � E � a � � � 0 C N � � � � a U .- oa � L� 000 N T� �L� �/C M L? � � � • � 0 � � � � . � � � � V W O � � • � � V � � O V THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. GRAPHIC SCALES 20 l0 0 20 40 PLANS 20 l0 0 20 40 PROFILE (HORIZONTAL) 4 2 0 4 8 PROFILE (VERTICAL) DESIGN DATA ADT 2002 = 160 ADT 2025 = 320 DHV = N/A D = N/A T = N/A V = 45 MPH FUNC. CLASSIFICATION: LOCAL ,1 ` 1 11 1 PROJECT LENGTH STR UCTURE j 80' 0' 80' GRAPHIC SCALE LEIVGTH OF ROADWAY WBS PROJECT I7BP.IO.R.105 = 0.062 MILES LEIVGTH OF STRUCTURE WBS PROJECT I7BP.IO.R.105 = 0.012 MILES TOTAL LEIVGTH OF WBS PROJECT 17BP.IO.R.105 = 0.074 MILES NCDOT CONTACT: GARLAND HAYWOOD, PE Division Bridge Manager A1�S01� CO U1�TY LOCATI011t: BRIDGE #175 OVER CAUDLE BRA11lCH 011t SR 1408 (DEEP SPRI11lGS RD) TYPE OF WORK GRADI11lG, PAVI11lG, DRAINAGE, � SURFACE WATER IMPACTS PERMIT Permit Drawing Sheet � of s PLAIVS PREPARED FOR THE NCDOT BY.• S�� ��� STV Engineers, Inc. 900 West Trode SL, Suite 715 �, cna�iorte. Nc zssoz NC License Number F-099� 2018 STANDARD SPEC7FICATIONS HYDRAULICS ENGINEER RIGHT OF WAY DATE: NIKKI T. HONEYCUTT, PE ROADwAY MARCH �LO� �LO�H PROJECT ENGINEER DESIGN ENGINEER LETTING DATE: ETHAN R. WASHAM, EIT SEPTEMBER 5, 2018 PRo�scz oesrcxEa 'AT8 STAT6 PROl8C1' R6P6R6NC8 N6 ��� 17BP.10.R.105 srwre vaa.Hu r.n.mta.Na 176P.10.R.105 � DBBCRIOTION P.E. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ag NOWTy !4� C''� 4 �i b : o > : • > _ 0 E��P eO�,tif �F TRNNf P.E. See Sheet fA For Index of Sheets ����� ��ry ����� �������� See Sheet i B For Standard Symbology Sheet � � � y � � � � � � � � � � � �� y � �y � �V V'V' L � � �� � � LEGEND � �DENOTES TEMPORARY _, S E E IMPACTS IN SURFACE WATER \���� FIGURE �DENOTES PERMANENT � � IMPACTS IN SURFACE WATER O fs .�S �_ SITE � STREAM PERMIT IMPACT NADINE C NEWELL � _ � AREA (AC) LENGTH (FT) `r PERMANENT SW IMPACTS O.OI IOS PERMANENT IMPACTS _S� W SURFACE WATER TEMPORARY 0.03 105 SW IMPACTS I � II � �� . . .. .. . `� �,;,r�_ J,x�"'= I � ```� � �� � F _ — / � II� � �, � �j IN�S ROA� «� I'I � I x�s��N� �% ��� DEEP SRR �`�8, �) � � 1 E �i —L i F � a / I m m �II � c� ��� � � D ��--- F m p O I o � / � � � . . . - -. . o % __ F _ F -,J � __ -Yv_'�.i �u'��r� -tr'W�. rn � ` A �i / � � j�� R Ig ,� o/ �' � �-,�`� � �- �r PUE � / R �pY / PUE�PUE JE Q �. // � �g� P� ,„�-✓ ,, m� Oi q O� O� 4 O�/��'� NADIPE C NEWELL TEMPORARY IMPACTS _ � �N IN SURFACE WATER —S� GRAPHIC SCALE Permit Drawing Sheet 2 of 6 468 464 460 456 � � m a 452 � � �� 448 � � � E 444 a � � 440 0 � � E 436 � a °' � 432 o� �: 12+40 ML EL = 45/93' EX/S�T (-13.,3� 13+00 � � ' BEGIN BRIDGE —L— STA /4+63.87 'RJ05 LOW POINT STA/4+3954 Pl = 13+85.00 EL = 449.70' EL = 44935' VC = l50' K=38 OS = 30 MPH * 14+00 \ I J� � � / , �J j//� � � S � � ����� � � PUE I END BRIDGE L— STA 15+26J2 1�'�CC�9 SITE 1 � PERMANENT IMPACTS _51 IN SURFACE WATER STV Erig1172Z75, IIIC. PROIECT REFERENCE NO. SHEET NO. �"T�% ZOQ eoo wesi rrade �i, s����e ��s RJ05 2 � �hadotte, N� 282a2 NC Llcense Number F-0991 ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER RICHARDOB BAKER z D v � �W Z � DOCUMENT NOT CONSIDERED FINAL D UNLESS ALL SIGNATURES COMPLETED N O `�- �.wz.�;.-�.� - �— -------- �,�-�"`�- ;nw. �— �w-��,� �� ������ ���, - �`^'��.�"'-4;�-4.� t�\. � ��\ ' S'.r4. ��\ � � ��� '�.""�. ,_.4 N� �_ �� _ � ___� � � F - — ~ __ � � F �_�—�� C `^'s r �N '�; :,-, � C R'�W / —_ � �; , R —_ �� � PUE PUE p�� \ PUE PUE � \ \ \ �. f � O w �� \ ` � JAMES NALL AUSTIN CU�TNATF'� * NOTE: DESIGN SPEED SHOWN FOR VERTICAL CURVE lS UP 468 TO 20 MPH LESS THAN OVERALL DESIGN SPEED PER SUB—REGIONAL TIER DESIGN GUIDELINES. EL = 45630' P/ _ /6+/5.A0 EL = 450.60' vc = na K=28 OS = 25 MPH * ED GROUND _ � BM GROUND •���� ����� � /���♦ ►���� �������.� :�������� ��� � � � i �. �� �� � � i � :� i ■ ' � � ■ � .................................CC I ��������u������u������u��������� � , , I I / ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 15+00 16+00 ��� � ��_ �� �� � XI� `+�pag�/ E BRIDGE HYDRAUUC DATA DESIGN DISCHARGE = 900 CFS DESIGN FREQUENCY = 25 YRS DESIGN NW ELEVATION = 447,3 FT BASE DISCHARGE _ 1300 CFS BASE FREQUENCY = l00 YRS BASE HW ELEVATION = �-3 F� OVERTOPPING DISCHARGE _ 1700 CFS OVERTOPPING FREQUENCY= 500 YRS OVERTOPPING ELEVATION = 449.7 � DATE OF SURVEY = 0//l0/20/8 WS. ELEVATION AT DATE OF SURVEY — `�� � 17+00 464 460 456 452 448 444 440 436 4 18+00 � r � � � STV Erig1172Z75, IIIC. PROIECT REFERENCE NO. SHEET NO. � LEGEND � ' STU 100 RJ05 3 900 West Trade �L, Su'ite 715 � gnjy,� Chorlotte, NC 287.02 NC Llcense Number F-0991 � �/ 1 ROADWAY �IGN EET NO. HYDRAULICS DENOTES TEMPORARY SEE ENGINEER ENGINEER IMPACTS IN SURFACE WATER �� i�'�4' � FIGURE ,�j� � SITE � �DENOTES PERMANENT � IMPACTS IN SURFACE WATER O JS �`� �_"'� SITE � � ,"' / O D _ ��� � RICHARD B BAKER p STREAM PERMIT IMPACT NADINE C NEWELL � - � - -- � � G� � � w AREA (AC) LENGTH (FT) `r ` `, �o PERMANENT � � �� � aeaMnNeNr innPncrs _s� � / / Z � SW IMPACTS O.OI IOS PERMANENT IMPACTS _S� IN SURFACE WATER �� � D W SURFACE WATER �V � w � � TEMPORARY 0.03 105 � ��� .� � � p � DOCUMENT NOT CONSIDERED FINAL SW IMPACTS �� A R � � UNLESS ALL SIGNATURES COMPLETED / � � \ � � � . - - J, -���F ._ � �� � � � ., � ..,-� � ' � „ . ...,� ---- � " �,� ., . �...�,�.. ' � � I c�� I� � �� - � w-, ---- � / ��` � -� � �� -- ---- — ' � I � � � - � �� � ����� � � _�� � I � � � � � I I ��K ��� �,��„r� ; � � � � � - �� -- � r - ---- --- � �� � _ --- � � M ^�r� __ \� \ �� l _ __ -- --- --- � ` � . �I `c;,� ,�,- ��- — � �� � � 1 �.r., / IN�S ROA� �� � " � �� �- _- ��� ��� Exisr, c ' w '� 8 -� �� �r )� '_ , F � ��� " R, _ - __._ -- � w I � �y,�st�N� �`� ��� DEEP SRR �`� _ -- �� � i ,�- - -- - __ � - --- \ ` �� mg I Fi� � --- �' �� ' I \ � �� _ -, ____ � I � " I - - --__ ��\ -' ng � __ ' � < / ��---- F , F _ \ m p \ . , _—_ _-.____. .. � � -- .. o r �- �� . ___ _ � 'V _ m -� � - � I / / v ._r . � � C � \ O � o � �`� / F �— F �\\ I \ \ � �,., �_— � „t„ ,�ry , r�, ,-,, ..� , ,.,�""" �' A \�/ � o / ; � j�`� R R �> > � � , -- � � ��� o �� o / � � ��� � \ - � J � � � - J g -� PUE� � PUE PUE - � R :PY - � PUE� PUE �-..-� PUE P� PUE PUE PUE �/��I - \ P JE° o� �f r u� � �� I J P i- \ / / \ qO' O/9,� qO' W � / O � \ / / / ' ' / o�// v'/Nc _ � P �� P � NADI4E C NEWELL TEMPORARY IMPACTS _S2 �, � % � I I ' � --- Rik, � � � IN SURFACE WATER 1 . _ / / /� O � I � � . � __ __- � � �� � �� ���, � � � � / dnMEs Nn�� nusrir+ � I I � � i - , GRAPHIC SCALE � I „> �� / � / l � � � � rcvcr�,ArEo ---- / 1 I" � � / � -� . .g � � � � ��'� l l i l / � �� I I I I � -- Permit Drawin i S h e e t 3 o f 6 � � 468 * NorE: DESIGN SPEED SHOWN FOR VERTICAL CURVE lS UP 468 TO 20 MPH LESS THAN OVERALL DESIGN SPEED . . PER SUB-REGIONAL TIER DESIGN GUIDELINES. � � � � 464 ' - - 464 � �: � � END PROJECT WBS I7BPJORJ05 - � � � � � � � � � ---- ----- ----- ----- � � � f _ , _ sran-roo.00 . - ��:� —, _ ,__ : _ _ . --- -_ --- - , _ , _- _,_ -- EL = 45630' ..,� .. , , , BEGIN BRIDGE _ , _ .. _..,....- ---------- 460 -L- STA /4+63.87, � :.,.�'" 460 � � � � � � � � � � END BRIDGE --•�' "•• � BEGIN PROJECT WBS l7BPJORJ05 i i----------- tI "" �,----------- i rL- STA 15+26J2 ''� STAl3+/0.(aD LOW POINT , P/= /6+/5.A0 II_I '�-�� �-�/ _ .D ---------------- EL = 450.60' rtrrr r 456 - � III� EL = 45/93' STA/4+3954 � ; vc = na fi ���"� i)a 4rJb EL - 449.70' ; _.._ �+A fi Pl = 13+85.00 , K= 28 _�,.- �, . -_: li '-T EL = 44935' i ' OS = 25 MPH* _...=''� EX�� VC = l50' � � u � �# _ i ...-. _' -_ - _ . . , ' ��V�j'/� �O� Cl � � m -_____„_,� II K= 38 � --PROPOSED GROUND --�"' 452 -'-'----____}��, OS = 30 MPH* I I I J --- ' 452 � , a EX/S�T � "�� _ � -= �� E y3� �� -_' � ' � 66/% ��.�_ ---------- ���---- -- -------- � - � J3 '-=_""---------------------------� -�__--- - _-- ---- --------- -- � � � _ i i �% �- --.��• • o ' ��.s '________f3��____�_'�o -�i�� ��. (+105435% �or � � , .� r _ �? �, -- ----_��-.,- ---- .. _ ��, 05 _ _- . -,n� ,.�..__,_ n n _..�..�.--�. _ •4�/ --""•'••"•-- n �,�--'_— R �➢� � 448 � � � . - (+)05435% ----ir••--�------.BL-3 i-_____� , `--EXISTING GROUNDBM-1 - - L 44$ �� n. � � � .. � �� �. � � � ��-•_--s-�--��.� � � BRIDGE HYDRAUUC DATA � � II L^.i `.i `v^.i 1"'._.•.••.•. 77E�a1�>. A 1 I I ,� i i i i i • n r✓�✓�✓�✓� v: �. n-x��e ��� i i L � � � � � � -- .'-'- --: n v�✓�✓�✓�✓i i��� �:>.a r--� _'' i i '" � � � ii ��.:�,:�„ ✓i ii:i'Y.i � e -`REMOVE EXISTING ' i DESIGN DISCHARGE = 900 CFS i E 444 '' '' '' ° c�%'v'v'�%'�" v:�:^':�� � ' DESIGN FREQUENCY = 25 YRS I 444 �� 6+�� �� �� �� a � >: �. �: �+ � � STRUCTURE � a II 1\ \I V'1r9 p/Y 17 '�cl 1 Y I I � n� a u s✓�a� ^ni r �9..e i DESIGN NW ELEVATION = 447,3 FT i �o , ; ; i , � � � � � i�n\ � ivv`r `��'�i i�i �� i = i � .i '�! ``r'v r l a''.r'n' � i'r '�-EST 223 CY UNCLASSIFIED i BASE DISCHARGE _ 1300 CFS i � � � � � � r� v� u� u�r� w u h e.� i BASE FREQUENCY - l00 YRS , E - i /' 4�\'i �V Ik>A .01' I i� I I � 440 ,� �r� \� � ^� STRUCTURE EXCAVATION � BASE HW ELEVATION = �-3 F� ; 440 � CLASS ll RlP RAP -� !:---'+ � (TOTAL BOTH SIDES) ; OVERTOPPING DISCHARGE _ 1700 CFS ; � , , ,, ; �P� SEE STRUCTURE PLANS �OVERTOPPING FREQUENCY= 500 YRS� „� � SEE STRUCTURE __ _____ ___ ___ __ �L i OVERTOPPING ELEVATION = 449•7 Fr i �' CUT OFF ABUTMENT AT � 436 : PLANS ELEVATION 440.00 � DATE OF SURVEY = 0//l0/20/8 ; 436 a : _--� ' __�— _�_ � � ,_ _,_� � �_ � , � �-----'_'� ' : : _ -'- ---. --------- -- -- - -- - --- - --'- i AT DA�AOFN - I � � SURVEY - 490.3 FT � °' � 432 `---------- J 432 � o� �: 12+40 13+00 14+00 15+00 16+00 17+00 18+00 ML 'S --� \. - _— J$ —� � ---JS� � % � � � / �� % i � � �� e� � ` �� � s a z 0 a z LEGEND �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES PERMANENT IMPACTS IN SURFACE WATER STREAM PERMIT IMPACT AREA (AC) LENGTH (FT) PERMANENT 0.01 105 SW IMPACTS TEMPORARY 0.03 105 SW IMPACTS �� �,��. 1 20� o� Zo� GRAPHIC SCALE � NAONE C NEWELL � � i �� 1 � � � � W � � � � i ����� DIVISION OF HIGHWAYS ANSON COUNTY PROJECT: 17BP.10.R.105 BRIDGE ti175 OVER CAUDLE CREEg ON SR 1�08 (DEEP SPRINGS ROAD) 3 d 5,d 2019 SHEET � OF 6 WETLAND PERMIT IMPACT SUMMARY 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 -L- 14+63.87 TO 15+26.12 60' Cored Slab / 30' OTO 0.01 0.03 105 105 TOTALS: 0.01 0.03 105.00 105.00