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Home My WebLink About20180118 Ver 1_B-5604_Permit_Drawing_2017_12_07_20180125� _� �. 37 � , PROJECT LOCATION 17 (BRIDGE #19) f '. CREEK OR �'r NE � BUS� � �?? � � � ,_Y�, -,s , w �;'�� VICINITY MAP (NOT TO SCALE) � � � � DETOUR ROUTE (APPROXIMATE LENGTH = 8 MILES) �� 1l � � � �, �1 �^ �� ll r7i �� Ir� �� I� 1 �� s II�I[��lI�II��T �IF" I��1T��.��'� 'ERQ UIMAI�S CO U1�TY LOCATI0111: REPLACEMEIVT OF BRIDGE 19 OVER P E RM I T D RAW I N G BRIGHTS MILL CREEK AKA VOSSES CREEK S H E ET 1 O F 7 US 17 B US (CREEK DR. ) -� 1�� - l��-�' � ' TYPE OF WORK GRADING, DRAINAGE, PAVIIIIG AND STRUCTURE ��.�� '�,, �i ��Y� \l1 _��- � , r-r y ; r �� ,�� / �. WETLAN D AN D S U RFAC E WATE R IMPACTS PERMIT , M� `� r�� V �2 >` J5 ,S, ,, --JS JS --'— �15 _- JS �-5� � �S � / _ ��.\_ / // _JS� � � T� C -L- �l --- - -- -- - - -� — - � � — � --- _ -- -- — - -- -- � I, — N � ,- _ / I � BEGIN BRIDGE APPROACH SLAB ' -L- STA.13+45.10 � / / � / ' , _.. / i� .__ .____�... �__._ , )S ---..._-- , L "M°i .. �\ n�: 502.3�51 �S ` C= �.7�I�.�i�q �� -a�- �� 4t��.5�� SITE 2 TO US 17 BY—PASS END TIP PROJECT B-5604 -L- STA. 20 + 00.00 DOCUMENT NOT CONSIOERED FINAL UNLE55 ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH HIG�HWAY �� '��v�cs ExcrxEEx DIVISION 1 CALYX ADT 2012 = 3300 �`"°'"-"'" ",°��`" � 50 25 0 50 700 iis A�.nor� n' e, su,�e ioo wsorRroNao�o �_� �,�� F.den�on, NC 27932 cnev,rvcz�na . Js , �\ . G;C� /'� C� � FUNC CLASS = LENGTH ROADWAY STATE PROJECT B-5604 = 0.129 MILES zois sraxDAxn srscrFrcarroxs �A�:xe�gaee�:9��, �a�° � `�`��Q PLANS MAJOR COLLECTOR �<<,�a�,ewF.,333 � � LENGTH STRUCTURES STATE PROJECT B-5604 = 0.032 MILES P.E. � ;� 5� 25 � 50 �00 SfGhATURE: �rw ^� SUB—REGIONAL TIER TOTAL LENGTH STATE PROJECT B-5604 = 0.161 MILES RIGHT OF WAY DATE: L. KEVIN AUSTIN,_PE �� s AUGUST, 2017 PRo�Ecr ,unxacEn ROADWAY DESIGN �ti%�� ' PROFILE (HORIZONTAL) STEPHEN C. BROWDE, PE ENGINEER \�� `�� j � O S O � O 2 O LETTING DATE: RDADWAY PROJECI DESIGN LNG/N6LR \�� j� p I��F�� o XXXXX i�� 2�� PROFILE (VERTICAL) NCDOT CONTACT P.E. , S7GNAT[77tE: N Z Q � STREAM AND WETLAND IMPACTS PERMANENT HAND PERMANENT TEMPORARV EXISTING E%ISTING fILL CLEARING SURFACE SURFACE CHANNEL CHANNEI IN IN WATER WATER IMPACT$ IMPACT$ WETLANDS WETLANDS IMPACTS IMPACTS PERMANENT TEMPORARY $RE 1 �0.01 AC <0,01 AC WA WA WA WA $ITE 4 <0.01 AC <0.01 AC WA WA WA WA SITE 3 <0.07 AC <0,01 AC <0.07 AC 0.03 AC 30 LF 43 LF $ITE d <0.01 AC <0,01 AC <D.OI AC W'A 9 LF WA TOTAL I 0.02 AC 0.02 AC <0.01 AC 0.03 AC 39 LF 43 LF I .a �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER � DENOTES HAND CLEARING SITE 1 PERM. FILL IN WETLANDS & HAND CLEARING SEE SHEET 5-1 THRU 5-24 FOR STRUCTURE PLANS � CALYX ��so rRron Rono CARV, NC 2I518 pFo�,=:9t9 asi.:viz CALYXengineers.com NC License x F�1333 PROJECT REFERENCE NO. SHEET NO. B-5604 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INSET SHEET #4 PERMIT DRAWING SHEET 2 OF 7 � � R R N * � u, rn rn � I IN WETLANDS I �+ � ,� BEGIN CONSTRUCTION SITE 4 � � � -L- STA. 11 +50.00 PERM. FILL IN WETLANDS & s HDPE TO BE INSTALLED HAND CLEARING N. io' BELOW IN WETLANDS sTREaM ,_ � . . . . . . /�� VP2k � ' . . .. :�. _ ...: V ,: . . �15 � � �}� yyy �S // .. ... .:., �., _ -� - . i.0 I�' � 15 ... 15 CaYN ... �,.�+�� . PROP 4' X 4' TlE PROP.GR ��s�– �5 �sr P ORE PIT4 BORE PIT STA/I+911EFT � s� 'S�— � / � TO EXIST.GR AT APPROX. CL B RIP RAP . ... — � � � � EST. 1 TON � � � ' �e. . _ _ . .. . �. .'-.'. .. 040 , EST. 5 SY OTEXTILE ... . � . �� _ . � . _r_,�O _� . . . . . . e....W1 - . 1 W � Z@' - TYPE III e w `,i _ ___ __- e _______' "e�vi.- (fNG . r.J I e< I . � . � � .c'�. ' : � _ _ - _ _ _ _ _ tUIC-J_ _ _ _ _ erto€ 19 1.s 5� -.tB� � -� . . ... I :.� � $TA.13+�35 TA.13i�a5 LT � f -�-------�--��.�EU TL-3 m a�ui naEnr-- + y AB N TB 2GI ' — ---- ---- – a g. rs z�i J; N il � � � F.- - � �T�ri 3 '- ,�''�- A 1$ � R TVPE III _ - � 3 �1�11a Rc I — - � _ . .:: _ _ . — __ . - ' _.... _ . - - " ,� � i�.�0: � — _' _ _. �_.� -,-..Tnd-i-�.'�.,,_ _, ._ . . _-__ ' ._____ —_ - � f GREU fTL- _ ' .�.tiy, �. i ._ � . . 5;, P � . . . . . . _ _ _ _ _ -qB_ � IZ . . _ . . - - EOI L j PE ISj P P . �" ...�... ... ... . TYPE III .'.,\-. . .;-"�-..; - _ _ \ �,� IAREA �IGQ . \ .. . . . RETAIN (} I .. . _ __" _ - . __. — _ . ��- -� ... . .•. ..-__ .OaOa . .. / . — .. � .. / �. ... CL B P RAP �(\ .\ i MT Wi�T a �� .../ � � . ..\... � � EST. 1 ONG TEXTI - `-.J6 . ... �.�;.5':, , . �.. POLE ,r� �� - �� \�. S . . a+l Bx !`OL— i I �I L'r ]. � TIE PROP.6R I� �" �s„ . � `� � �� _ I �,. �� - ' - TO EXISr.GR s � , AT APPROX. (.' �s�",i&� N 5G �. ' -. �� np� , , , STAIl+5/R�GM \�s � E 7. . . rr -Pl- T< I � � ' _ SITE 2 � o� ��.. � _, Ll V. PERM. FILL IN '�� ;�� 'y END CONSTRUCTIC�N WETLANDS & ,,,r-.�w w.u�+oeRw000 � ��u�bµ w.��,uEkwoca —�— $Tq. 2��-�0.��, SITE 3 \ HAND CLEARING I allo wivE. P RM. FILL IN WETLANDS ��ND� u ERw000 PAIGE L. UNOERM00� PE . SURFACE WATER IMPACTS IN WETLANDS HA CLEARING IN WETLANDS N �o g TEMP"� MPACT IN SURFACE WATER � � * * g� d � � � � a TEMP. IMPACT IN SURFACE WATER DUE TO COFFER DAMS ��tVU� Lik�C�l��'� �YJiW THE LOCALIZED COORDINATE SYSTE4 DEVELOPED FOR THIS PROJECT IS BASED ON iHE STaTE PLANE COORDIr+ATES ESTABLISNED 8Y NCGS FpR AqNU�ENT "856041' MITH NAD 83/NA 2011 STATE PLANE GRID COORpINATES OF NORTHING: 902.268.1881ft1 EASTING: 2.749.543.4411ft1 ELEYATION: 5.81fftl TNE AVERAGE COMBINED GRI� FACTOR I15ED ON TNIS PROJECI tGROUND TO GRID) IS: 0.9999842638 THE N.C. LAMBERT GRID BEARING AND �\ LDCALIZED HORIZONTAL GRDUND DISTANCE FROM "85604t" TD -L- STATION IS ` ALL LINEAR DIMENSIONS ARE LOCALIZED HDR120NTAL �ISTANf.E. VERTICAL DATUM USED IS NAVp 88 � 0 � a � �-� �-. ._ � . _ NOTE: FOR -L- PROFILE SEE SHEET 5 � N Q � STREAM AND WETLAND IMPACTS PERMANENT HAND PERMANENT TEMPORARV EXISTING E%ISTING fILL CLEARING SURFACE SURFACE CHANNEL CHANNEI IN IN WATER WATER IMPACT$ IMPACT$ WETLANDS WETLANDS IMPACTS IMPACTS PERMANENT TEMPORARY $RE 1 �0.01 AC <0,01 AC WA WA WA WA $ITE 4 <0.01 AC <0.01 AC WA WA WA WA SITE 3 <0.07 AC <0,01 AC <0.07 AC 0.03 AC 30 LF 43 LF $ITE d <0.01 AC <0,01 AC <D.OI AC W'A 9 LF WA TOTAL I 0.02 AC 0.02 AC <0.01 AC 0.03 AC 39 LF 43 LF I �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER � DENOTES HAND CLEARING \ �i - �. � �� _ ` o � \.-� � � �: �,` �� ` `� — I , \� � �( � � �� irE i l . �,� � � '� PE�M.;��I1L IN--- \ �, \\l _ \ �� . I� �, , WETLAN[?S & � � -�.,, -�,\ � �' �`. ,,' � HAND CLEARING IN WETLAIVDS � �� EGIN �DNSTRUCTION SITE 4 � � �� . -- -L- STA. 11 +50.00 PERM. FILL W ;_,_ ; �` � � WETtANDS & � � �� `�� HAND CLEARING / � �J � � � .�I "�, IN WETLANDS ' \� , / \'� �.� . 1 Fi Y`�- . -/'b/ . J � ; _ , �. rl ...:.. ,` � 6 � i RpYJr, , /,:� �/.i 15 � 15 orv,v. PROP 4�� r�E PROPCR � � �� s �� s sr� BORE PIT n� nPPROXR `- s l � �S�y� ' STA/1+511EF� + .. � . - FSTBh��T(SN�� .\ -- _ - . . . Oa0 . ESLS SY C .. � � - 2b'. . - TYPE III . . � _ _ - ' _ _ _ iINC-J _ _ - - _ �epa 18 kF Fr -aP� \ - - . --_ . - _ STA.13�r35 SA.Ia.;;; LT � ,�,�;�) �� _. - � __ . t- _ _ � � - F -. sTa� t.'�s'_.3�- n t3 3. �-------- - >� -_ _ __ _' _ -�"s_�_...ti 75" RC �' _- ^ �... �: _-_ _ � ��-. TIE PA �'i FQ�X7: � AT�APF STA,/T+k , ,'', i - - ` � .. ��.�/�-. � T[; 2GI i8 2GI � � � TYPE III �� . --'04pe l. C .,.i' �. .. .., / ,. r �"� F;�.�u. (.,` 99 �- � � � \ �' . , _ _..,. . �. .. . � �- SITE `3,:%� �\ tM. FILL IN WETLANDS SURFAC€ WATER IMPACTS , , CLEARING IN WETLANDS �\ APACT IN SURFACE WATER \ / , __ \ / � �� -•� ��' T�MP. IMPACI �, DU� TO �. � ��. �� ATUM T 1 ON --- - THE LO LIZED COORD ATE v5T EVELOPED R TNIS PR�IE( IS ASED ON iHE TATE LAN O NATES E ABLISHED BY CGS FO MO �ENT "85 1" ITH NAD 8/NA 201 STA NE GRID R� ES � ING: 02.268.�88tfti ING: .749.5 . ift� �� ELEV TION 8 ft � THE AGE COM81 G FA T E ON TH PROJEC tGROU TO GRID S: .999 42638 � • T .G LAA6ERT NG AND C IZE IZ� ISTA ROM � �:. yy 8 6 t T L- TI IS i� �fE�'ir"t3R0. G `v ALL LINEAR DI SI E CALI D HDR120NTAL �ISTA \ E ICaL USE IS N 88 � � -- - _ - � SEE SHEET 5—1 THRU 5-24 FOR STRUCTURE PLANS 8 HDPE TO BE INSTALLED tIN. 10' BELOW � STREAM INSET SHEET #5 J�' �' �- ' /� - r� .� i — � ., — � i �/ * — * O� ' � \ � 1 `^ � � � \� � � I � � '% �� ,,, � � / �� .. %' / :;� K�. Wi{..,. aa� . �� - PROP 4' X 4' BORE PIT _ITI- f_— —�—_..��. _—__��EU TL-3 � 0.` � . - _ SITE 2 PERM. FILL IN WETLANDS & HAND CLEARING IN WETLANDS IN SURFACE WATER COFFER DAMS _ ._ _ _ _ _•— _ _ — � = �-r=�rf'rGR�EU.`TL-3 ' '_, \ �_•.'. :.luSCC�Y�-. y , �8= � � �M � �01 � 7 i P l i I -- �� 0. I� i� ` EL v , s � � �� ,z �c H � �ra w. ooD � /'^` � a E � � 'l:;.E L. RN� , I '� � ,_ � � � '`.* \ �, `, o � � �� , � ��, � ' Z,"��'.� �' � � a � �� ' �� J � �� .,c/:�.- � � � � � - �/ � �� - / /„ '�� / � � �ff � /lJ � �'\ � �, i ' \. ! � �� 7 i: lU p�- � -r - -r-..�._ �r ��R' RETliIN .,,. ,�:., (�'F�-_.. � � CALYX ��so rRron Rono CARV, NC 2I518 pFo�,=:9t9 asi.:viz CALYXengineers.com NC License x F�1333 PROJECT REFERENCE NO. I SHEET NO. ROADWAY DESIGN I HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 3 OF 7 �Z, � � � N � � \ �' N �.\ N �-__ `\ o � � � � � ,� �,i , \ � �' �: ��_ � 5 Y Rt ' '� ,��, �. �� , � .. �" � —�� _ END CONSTRUCTION -L- STA. 20 + 00.00 /��:�j \ � ,. %l'��i� I � � . . � �� r� \�\�\�� -� ' �1 �..� � vl � � .; P _��. �� :.. R'�-L- PROFI�C'E SEE SHEET 5 i i - Q 9 � � I I I � II �� 0 0 — + ° � _ p = i I o 0 I � � 0 0 — I � � � ° , �� o — I. � � I I ' � —� ----- --- --- — —' _ . i � � — ---- — ------------ -- — — — -- — --- ---- — — ---- — — __ _ — ____ _1_=_ I I — ---^— — — . `._— — ---- — ------ --- — -- — — — ---- — --- — � . _ —,�,_ ` .— — — �. . _ — —.— —�— — o / I 1 ' o I I � � I I - � I - � ' — o j — o � 0 1 — �_ _ r — i �� . % o � o � a ' � �` � � � I � i � � � , i i i i � `- i i j - I � / ♦ / � � � o �� / i i i i ` �� , � � � o , ; �� . . i � � . �� .' I�. U o �` �� ♦ ♦ I ♦ / i — �� : / ° ° i� � ii � — i o — o � I — I � I I � � I � � � EE � � I � � , � i ST R�CT �RE H�'DRq��I C DqT ,� DESIG�I DISCHAR�E = 1600 CFS _ �� DESIG�I FREQUEIUC�' — 50 �RS _ �� DESI��I �lS E�E�/qT101� — 205 �T BASE DISCHAR�E = 2000 CFS a� ��o � �� BASE F�REQUE�IC� = 100 �RS BqSE �lS E�E�ATI0�1 = �05 �T �� .� �� OT DISCHqR�E _ �600 C�S �� _ �� OT �REQUEI��' — �500 �RS OT �lS E�.EI/qTl01U = 50� FT �� .�.� ��