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Home My WebLink About20190327 Ver 1_R.130_Permit_Plans_03-05-2019_201903070 � � • • 0 � • � � ., � � � � � � � � � 0 � � � � SEE FIGURE SITE 1 _-- _____-- _ ___— __-- ___- TO 1�IC 109 �' � _ __� � _� � _ --_ — C � � z � � O � � Q � � � 0 � _ O � � / � _ � � � � � � � o� � 0 � � � c � � � O a> c w � � � � w � / � � � oQ �� o� o T� �_� �� i '�� ' ;% ,- � � / ;� / � / /R 1) - / ; , /� � �S � / , , ,BE,��EL RD / ; ;— � i TO � � �� % , , �� . ; / ., THIS PROJECT IS 11tOT WITHI11t A11tY MUIVICIPAL BOUI�DARIES. CLEARI11tG 01� THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. �� I ��I � � ��I �� LOCA TI01�: BRIDGE #030080 O VER 1�ORTH FORI� J01�ES CREEK 01� SR 1120 (DICKIE LITTLE RD) TYPE OF WORI�: GRADII�G, PA VI1�G, DRAII�A GE, £� S TR UCT URE S URFA CE WA TER IMPA CTS PERMIT BEGI11t PROJECT WBS 17BP.10.R.130 � I � I�W� I� � I � I I 11 �� I I ; -, I I � �\ 1 �, � � � SITE 1 Permit Drawing Sheet � of 7 80' � �— NAD 83 NA 2011 � I 0' 80' �� U�� .�� GRAPHC SCA�E 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 j�/ �� 900 West Trade St., Sulte 715 C�-d'/'l/Ji Charlotte, NC 28202 20 10 0 20 40 ADT 2014 = 260 LE11tGTH OF ROADWAY PROJECT WBS 17BP.10.R.130 = 0.093 MILES Nc ��ense Number F-og9� �� o� �oap�y �Qo �y ADT 2 02 5= 52 0 2018 STANDARD SPECIFICATIONS Qp �o PLANS LE11lGTH OF STRUCTURE PROJECT WBS 17BP.10.R.130 = 0.007 MILES � �� D HV = N/A P.E. � a 20 10 0 20 40 TOTAL LE11tGTH OF PROJECT WBS 17BP.10.R.130 = 0.100 MILES SIGNATURE: � o D= N/A 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) E11tGI11tEER °� �rap��Q V = 55 MPH 4 2 0 4 8 NCDOT CONTACT: GARLAND HAYWOOD, PE LETTIIIIG DATE: CLARK E. GROVES FUNC. CLASSIFICATION: APRIL 3� ZO�9 PROJECT DESIGNER LOCAL Division Bridge Manager PROFILE (VERTICAL) PE SIGNATURE: / See Sheet � A For I ndex of Sheets See Sheet � B For Standard Symboloqy Sheet � o- N �- �n- �' �� o- N �- �n- �' �� 482 � � � , • DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED -- -- 466 -,-�- 462 ____ _. 458 _ _ � 454 �I�T��I�1II[�I[eIE`�°]E I[�][e�I�T� �� Q � � � 0 � z, � � � � � _ cr� � � � � � � � 3 � � 0 � � � � � � � � 0 > � w � � z � w � � � � � � �� o� N� �� _ �' ��. 4 74 470 �•� 462 I -� � .i 450 ,., 442 I, ;7 I. .I 430 426 422 . • . , . 410 �1. 402 BEGIN PROJECT WBS 178P.1O.R.130 -L- STA. 12+50.00 EL = 45/.75' , �� EXIST ( -J5.4/77 % �, J6 � �� 36i _,, o J 0 � N � � J � � O � d' o � � �� \ �� J II � � W EL = 437.06 Pl = 14+70.00 LT EL = 437.28 Pl = 14+77.00 RT ,� PROPOSED GRADE � BEGIN BRIDGE -L - ST A l4 +79,38 �� - � �\ �, � _ '� �I Pl = l3 +84.00 LT � �� - ; EL = 44/.53 � � � BM-2 _-__-___� �� Pl = l3 +58.00 RT � � � � �� EL = 442.42 \ �� 6.8 0� , ��'�-638i `� � � � (��S.6 6� ' � ��, �,� � � � 60p� Pl = 14+00.00 LT � j�_ __'� 6.9 � _,, o II�_ '-- =___/ �� EL_ 440.5/ �'� ° _ _ � � O��A J ,386% �< �; , �� Pi i4+oo.0o Rr ,_ - ,�,J I� EL = 439.54 �� \ ';96>� � Pl _ 14+50.00 RT �890 j,,\` �� _ �_ EL 437.6/ Pl = 14+50.00 LT � EL = 435.00 CL-II RIP RAP 1 i 35 TON EST a 92 CY OF UNCLASSIFIED STRUCTURE EXCAVATION � (T OT AL BOT H SIDES) BRIDGE HYDRAULIC DAT A DESIGN DISCHARGE = 440 CFS DESIGN FREQUENCY = 25 YRS DESIGN HW ELEV AT lON = 433.9 FT BASE DISCHARGE = 650 CFS BASE FREQUENCY = l00 YRS BASE HW ELEV AT lON = 435.0 FT OVERTOPPING DISCHARGE = 2900 CFS OVERTOPPING FREQUENCY= 500+ YRS OV ERT OPPING ELEV AT lON = 443.4 FT DAT E OF SURV EY = l2/l3/20/7 W.S. ELEV AT lON AT DATE OF SURVEY = 428.0 FT 13+00 14+00 Pl = l5 +00.00 EL = 437.60' VC = 320' K = 49 DS = 35 MPH REMOV E EXIST lNG i STRUCTURE �-- � � I I I I I � �`, r � J O O � � ii � � 15+00 � � � O � d' � � �� ; W� � END BRIDGE ,., . . • . . • • � . - I■■■■■■■■■■■■■��■■■■■■ � „ � � � � . I . ' . I ' � ..................... � �� i■■■■■■■■■■■■■■■■■■■■■ • i■■■■■■■■■■■■■■■■■■■■■ i■■■■■■■■■■■■■■■■■■■■■ •... . .•. i■■■■■■■■■■■■■■■■■■■■■ �--�---�---��--------- -L - ST A l5 +36,63 LOW POINT -L - ST A /6 +/7064 END PROJECT W BS 178P.1O.R.133 -L- STA. 17+80.00 EL = 440.45' �� i�J�-� i �-� EL - 433080 Pl = 17+20.00 - EL = 439.50' _ VC = l20' K = /67 DS = 65 MPH (+)1.5833 °o �� l+)0.8636°0 _.------'- -----------------'-- (+J1.94% � M _� EXIST lNG GROUND (+) 0.80% ___________ __ ---- ----- _------ -------�+) 2•08�° , -------�+� 1.02°� ,- � , Pl = 15+50.00 RT Pl = 16+00.00 RT Pl = 16+50.00 RT II'� EL = 432.75 EL = 433.26 EL = 434.30 Pl = 16+00.00 LT -,�- -�; ; ��_ .. Pl = 15+50.00 LT � � � ii W EL = 434.0/ (+)10.00% _ CL-II RIP RAP 30 TON . . �- EL = 434.4/ . . �� EXIST l +)l.6/30 % 450 .., .. � . • . 434 430 42 6 422 .• . 414 410 16+00 17+00 � � � �, , � 406 Permit Drawing Sheet 4 of 7 402 18+00 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+79.38 TO 15+36.63 Cored Slab Bridge 0.04 121 TOTALS: 0.18 0.04 121.00