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HomeMy WebLinkAbout20180061 Ver 1_G1_C12_permits_wet_half_20171113_20180111c � o` s � � � •� � V � � O V ee �:h�d1' 9-A FOl" I/7i� ,A r7` ''.l�a..T� �e Sl��et l-8 For �tai��� d ��inL %ingy �heei C� 1 � 3188 /� c� i / �;; 3096 / 3aP, P ROJ E\CT � -- 3097 3091 � 3189_�3188 3045 � �� �� 3� 3190 �� ����r �`�.� 3056 3045 ;�3255 3099 � 3190 f 3 "� �y,'"', - 3099 BEGIN ' 3093 PROJECT' � , � ;• �!3ioi � � • 309 � � 3056 r - �� 3045 � � �� ;J _ � W H ITS ETT ��. � 3oas'��_ �� � �--�� DETOUR TO MT HOPE �� CHURCH RD (SR 3045) VICINITY MAP 3104 3103 3111 ��'� l�I� ��l-r� 1`���I� 1°T'II� ��"�1T�' �li�,I� � I � ��!����� ��' �������� G UILF�RD CO U1�TY LOCATI011L• REPLACE PIPE #40 2144 ON SR 3093 (OLD JULIA11l RD) — 0.5 MI. E. JCT. SR 3045 (MT HOPE CHUCH RD) TYPE OF WORK GRADING, PAVING, SHOULDER COIVSTRUCTION, f� CULVERT WETLAND AND SURFACE WATER IMPACTS PERMIT N.T.S. � N I N N� � �� `, N 1 � � BEGIN PROJECT 17BP.7.C.12 ' W ; -L- STA. 11 + 74.00 ���� � ' ,, --rt�-- - - - --- � — - -- -- , - - i --- --- - - - �- i -L- � SR 3093 (OLD JULIAN RD) ___ ___-- - - - - � � i , _- ____- ---_�--(�i--l� --- --- - _ - _ . -_-_ I ..�-- - -...e� _ - - _ � ��� � \ --- _, --- — �� -- � �_ T e � �� � � �y ✓�\ : i I �B I � JS Ta � �� ra ���� 9L� \ T B /9i _ , ei /�e re� Te � ►r N PROP C{ULVERT -L- STA. 12�i+12.00 i � ' '� 1", � �_ � �. ;�� -��,; �--� END PROJECT 176P.7.C.12 -L- STA. 13 + 00.00 � � - - - -- -- --- ------ - ------- --- -',I - �-i- -- - - -- — - — - -- -- -- - - -L- SR 3093 (OLD JULIAN RD) CLEARING LIMITS ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. TO ROCK CREEK DAIRY RD - � _ _ _ (SR 3056) DESIGN EXCEPTION REQUIRED FOR DESIGN SPEED, VERTICAL ALIGNMENT, & VERTICAL STOPPING SIGHT DISTANCE. GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ������� �������rrd rr, tn� ��tfi��� �;t� rrYnnaaL�cs ENcirvEEx ADT 2016 = 590 TOTAL LENGTH WBS PROJECT 176P.7.C.12 = 0.024 MI � USI� � USINFR.ASTRUCTURE zo io 0 2o ao ��.� OF CAROLINA INC. G����. V = 60 MPH � �/ � � � �� � � �� � i �� i14Q P�I i�WP011�i iSLVD, UITI�� .=00 '�� � ��2\� PLANS FUNC CLASS = LOCAL HARi_r�TT I��ORT-I _ARuI IPJA 2F�-'7.� r.�. �� 20 10 0 20 40 i�l G_ LItEiV C�, � 1����0 sicxaTunE: ��� � zorz sznnv,vin srEcrF�cnrroNs ROADWAY DESIG11l �"� �� ; PROFILE (HORIZONTAL) RIGHT OF WAY DATE: SANDRA P. HAYES, PE ENGINEER ��� ��`?/ PROJECT ENG/NEER ���'+n� �� � 4 2 0 4 8 LETTIIVG DATE: KEITH A. SCHELL, EI PROFILE (VERTICAL) PROfECT DESIGN ENGINEER �'E srcuarunE: N Z O � z . , • 570 560 �/ETLAND AND SURFACE WATER IMPACTS PERMIT uO I \ � GREESON �HEIRS \ \ \ \ �B 77I3 PG 2691 \ � --- -- - - \ -------- � � _ � ___ � . Z __ � fD2 �" \ W �O _ _ -- -____ -�\ `. N O ' �. N I_,cb _-�-- _ I f- � FREDL11E�w & CATHYIG GO55[ii DB as; � �c � � � � � ��I v� , ���� '-- BEGIN PROJECT 176P.7.C.12 11 _ . _- ------ �_ . _L- STA.11+74.00 , � � \ � EXISTING TRANSPORTATION �� \ FACILIN � � � �� ________'_________ _1, i / . .. .., . ' - � . 1 � � : , .. . . .. r���._ SILL - . - .� _ _ ' '_____ i .. , �� �� �� � �� �� - _� � � _-�_ - � � , i / � � � �� / � /.' / // � Q ' Q {7 EXISTING TRANSPORTATION � � -'�� ' �� ' � � ,a , -586- - - FACILITY � 5 � � `' I P -- - __. _ unRCE ECREESON NElRS-�� -- � ,`Q1 _ . . '� � ��Pe wi�Fcj:,ey --- � /,gl � . I - -585 - _ / - 58a - - - �$ti hgo y�a "y� b 5� �� � v> /:- � � / � 91/ /'(0% i _ � �' � ,, � i i� " � f �� -- -- " � �/ ���-' qg � � �� ; �a W N N � � � \ � � � � � � � \ \ 4 STA. 12 + 12 -L- � � 'ELEV. = 580.87' 14'-11" X 9'-10" CASPPA W/NEADWALL ��, \ '� ��\ .. � � � �. � � ��� � �� � � � � � � � � � � � � � � � � � � �� \ \ � � � � � � � � \� ` � - \ \\ \� ' \ � .,\.\ \\ � � � ` SKEW = 90° I � I � ' � EXISTWG TRANSPORTATION ''�T�� I END PROJECT 77BPJ.C.12 �`��— FACILITY � I - ���C F -�� -L- STA. 13+00.00 � I � $ILLA C�� -"_--�__, . � � I ____________________ ________`___ - _ - - i� . ___ _ - ^ _ �. ________' ���. _____ , , —__________ �� � F �/ I --- I � . � - - . � .. .�) �� I `' ROCK CREEK o '�f �p56 - t � _ � � i _- _ i _ - -- F - \__ � . _.. ��.. �,: �-. �... . \ � \ � - ____ __ _ ... _ ____ \ . .. __ _ �_ _____ _`-__ _ , � � _ -_ � / -' ` / -- - - B � - -- �;� � � I � �,__ � - - - -i �O''e `� ,> � i ,t EXISTING TR.4NSPORTATION �,�. \ � � \ � FACILITY �, ., �, `Tg / DE le ��-�, � � -... SBO oo �m �' � �\ o ��. � N � \Q \ � B �2 I � — l� \ � r � , i ..---- \ �.� �� ���, \ � TB �� `S�6 � V � V A �\ � \`s� ' � � � \ \ \ TB � s `_`_ \ Q \ � \� \� \� \\\\ \, \ -F� w a��� \ � \ � \ \ � / \T8� �oeHiesv�ei�--`\ \� �\ � � \ \ \ / i � � � '� . - - _ � \ \ \ � \ � \ i i ,�' , � �' �' , 6l ------ � � � � � � � � , : - / _ \ ;,\ � \ ; � ' � � �� i � � _-- \ \ ,� \ , \ \ \ \\ � ,� , _ � - /�y � �� -= �., � � � ��_ � � , � � � � � - i ��> ----- � ; ��� � � i � , � � �---, � -_� I � I � � � �� �� '� _ �.- NATURAL GROUND LT. � � 11 + 00 SILL C� STA. 12 + 19 -L- C� ELEV.=580.87' I1 @ 14'-11" X 9'-10" � CASPPA W/HEADWALL I SKEW = 90° �' <=-351fR=57_4.3'--- �� � ,,�;%' � �- NWS = 569.0' Z1-' = NATURAL GROUND RT. 12 + 00 1@ 14'-11 " X 9'-10" CAS PPA INLET FACE 13+00 TOP OF BANK % _ �/ -- 4 STA. 12 + 19 -L- C� ELEV. = 580.87' 1 @ 14'-11" X 9'-10" CASPPA W/HEADWALL SKEW = 90° � EXISTING 2 � 96" CMP �- _---- ,,___�_ '— SI LL '- - STREAM BED 14+00 PROJECT REFERENCE NO. SHEET NO. �/ lSi". .�.�lc_ - RNJ SHEFf NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ]�1�d�1,��]�� l�t l� 1�']�.:��� DO .NOT USE FOI CONSTRUCTION ���(��]f�d.� � �-"�.:��� DO NOT V5E FOR A W ACQ[iI51TiON DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 3 OF 5 iCaf �i �c LEGEND - i RIPARIAN BUFFER �� ZONE 1 (30') � BZ 2 RIPARIAN BUFFER ZONE 2 (20') �DENOTES IMPACTS IN SURFACE WATER YS TS . DENOTES TEMPORARY ���, �. IMPACTS IN SURFACE WATER � � y I 1 • �1' SILL INLET/OUTLET DETAIL 14'-11" x 9'-10" CASPPA GRAPHIC SCALE 2s o 2s so 1" = 50' � 25YR=574.3' ; � I% � --- ,�,-- � - NWS=569.0' � — SILL � INVERT ELEV. = 566.0' SLOPE = 0.008 FT✓FT. . , � 570 560 WETLAND PERMIT IMPACT SUMMARY W ETLAN D I M PACTS S U RFACE WATE R I M PACTS 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) S 1 11 +74 - 13+00 LT / RT 14'-11 " x 9'-10" CAS P PA 0. 01 40 BANK STABILIZATION S2 11+97 - 13+00 LT / RT IMPERVIOUS DIKE <0.01 20 S3 12+33 - 12+47 RT IMPERVIOUS DIKE <0.01 9 TOTALS: 0.01 0.01 40 29 ATN Revised 3/31/05