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HomeMy WebLinkAbout20170952 Ver 1_B-5602_Permit Package_Buffer_Updated_20170802�, � cn q 0 � N .i ,� � � � n �. :n , �vni i �c�' \ � i� ncers• , S�e �h„af 1-A I ar Ind2x ot �heets See SiA;et 1 8 For Conventlono( Symbols � � ����� �� .������ �������� ���VI[����� �]F ]�[��]I���l�� ��� � � ��� LOCATION: BRIDGE 11i0. 8 ON US 264 OVER BURGESS MILL CREEK TYPE OF WORK GRADI11tG, PAVING, DRAI11lAGE, AND STRUCTURE �TO SR 1302 BUFFER IMPACTS PERAh1T BEGIN TIP PROJECT B-5602 -L- POT STA. 10 + 50.00 END TIP PROJECT B-5602 -L- POT STA. 19 + 5C�.0(] U5 2b�1 M3EGI�^l 6 �— P'!iC S'fA, �1G �i- . -'��`'��,"� � 'r� C- r,• ��",�C. ,.,- , tye�y% � . � � � '� -L- IJ5 264 � .�ti - � �•' �y��� / �- ------,• ••_.--------4-- r ��� � ,\\ _ � � J,, / �`�� r�� END BRIDGE �' , —l— FOC STA. ie4+72.57 ! NOTE: DESIGN EXCEPTION REQUIRED FOR BRIDGE WIDTH, CREST VERTICAL CURVE, AND VERTICAL STOPPING SIGHT DISTANCE. CLEARING ON TH15 PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. BUFFER DRA..,,.., SHEET 1 OF 4 bTAie - 6TAT8 PROI¢C1' 0.8PBReN(E N. ���. _ B-5602 Y.A V0.0J NO. _ 45557'1.1 �STATE FUNDED 45557.2.1 STATE FUNDE� 45557.3.1 i STATE FUNDED ��g� Nn. BemE75 . _ � —� - D6SCpIRT1oN Tt3 SR llb�� �� DOGUMENT NOT CONSIDERED FINAL � UNLESS ALL SIGNATURES COMPLETED ADT 2017 2QQQ Pre ured or r6e NartG Carolina De mne�u oJTmnsporearion ]�jj'DRf�ULI(.�S ENGi1�L'ER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH �, P f �n �ne o�e � e1 _ � +oo�w<..ci e i e.s���es�o $l�4fATEGES�GNCSOUP P+�. � in .k �ai�r � 5(� 2S D sp 1�D ADT 2037 = 3612 �l . �� ` . f5 �� ,� a; r�xr;���\ �%� C� �� �� �! �—���� � �� K= X% LENGTH S RUCTURE TT P P ROJECT B 55602 — 0.042 MI. RIGTHT OF WAY DATE: TIM Gc]IN5 P� .' P.�. "�h ���x . D = XX /o ' ��� �! �1J : �-_ -��-_� Q V= 60 oMPH TOTAL LENGTH OF TIP PROJECT B-5602 = 0.170 MI. ��y�gG DATE: PR�,ECT sNG�EeR —' SlG74A ROADWAY DESIGIY ���:r��� �,� PROFILE (HORIZONTAL) * TTST =5% DUAL 6% JERRY JAVELLANA, PE ENGINEER ��.�f 7fi�,�, October 18, 2017 �n� 5� '� �p �(� FUNC CLASS = __ � PROJEC7' DESfGN FhG1NSP.7t ti��� i��i�y,�f� '-�-,-� {�-- � MINOR ARTERIAL � �l- �-� �I�� R-- 1YCDOT CONTACT JOHN A.BEL, PE, R� � ���y�� REGIONAL TIER Pao�scr ia�crnrrzam�soAnw,ar DEs�r.rv '��' — — — sfcwruru: N Z O w � � r � m v v m a u L �, --�: �� PRESTON H.SIMMONS �`� , ' 1 ALLOWABLE IMPACTS ZONE 1 ��\ `�,,_��y���� ALLOWABLE IMPACTS ZONE 2 ROBERT RONDA HAWKINS & FAITH PRIVETTE HAWKINS ioz � � 0.9' 1' iF' iU H+x WOOD ' ' fd I/ � T - __a,w � , w000 ne- { I �l^ _ . - ._ / _� - .y ._ . _.` _ _ .. - _ _ . ' I - _ CL II RIPR4P � 1 _'�� � ���_�'�...� r 1x51mi4 �r�w '. .— _ ` . ��- �' �_Y -' �_ � � TO ELEV 3 3 LR4 � \ �; � ' - q.,F.4 �.� �� F ��.,�5� � �, � � � � \ ' Y� �t�'t•.fiu.r tc!t ti _. � � �� w"y�-./�,�.r�P�W d'" 'v'��C�,r�V�✓iv� °�3r`4r'1.�� r ,� - ttz_9 = — �- y � �. _ a�., iy. _ , - � _ _ _ - - - • ' _ ��, rv-� ��_� — - � - - - - - - _ -- -- ---- _ �CI__--- _ �.. �d � I �rm rirar+ar^�onr � . � '� �f7}� � Y2B BSi � �te^�'t''"i.1"ti,�({`u✓�� i _ -.1_:n.`-- . -__' �� _ � � a _ .. u.u� . _" - ' _ _" _ - \' - _ �� ��jra . •.a� ' . ' _ - - CONC. HW . _ r�.w�,.yb��J'�ir/h�r��r�. �, � _ _ / I �.- . .._. — k�����.•��r �,,+—•,�"t..M��,+•t.�w'�.Fi...a.O���..%i._r'R.�^t.�-F. �.. aYs,�.�.` _ ,. ��:!`�'rsa' y . ��jj / �—f 'I.; 1.,1. H/W � � �y \ � - - - � WOOD ' ' '�/� v / � .- �:ba _0I rF.^. C�.ni win U wrt_E irc vi,r� �nidn ' TEMP � � UTIL POLE i WILLIAM W. TIPTON MOfE:FdiHELLf HCal1RGf,AN� WifH VH� ClLINEAIGD WEILhHGS c�ru sa rLa _ x_r- S t -'1 r �� rv r° 'SQ� 2�� i� J��� ��Q� ri a:i �l_[:r��--_--�—�1 SCALE: 1"=100' �� �� o I DETAIL 1 � TOE PROTECTION ( Nm io Smis� ��k rmiwd �2� k� G-�..d '.` Elev.=1.0 --k --� � �.aa�e�. 1K. al Llner= Closs I R!.p-Pop fFqpH ,".vn� I�h- 10 Ib 5CA ld � 5� -L- R7 YROJECT REFERENCE NO. SHEET NO B-5&02 4 RAY SHEEf NO, ROADWAV DESIGN HYDRAULICS ENGINCER ENGWEER DOCUMENT NOT O�M51C1EREP FINAL UNLESSALLSIOM- UR�SCOMPLETED �� iECf5�„JIGR(X,'P,4. '� �... !u, .�,. .. ��'�.'�i ....7:A o � BUFFER DRAWING N SHEET 2 OF 4 ROBERT J. RICH, �'� WILLIdM D. RICH & � SIMON B. RICH, JR. �++.5'i9�� �0 c� I�lNR�� . f I II �.1� ` { 6AEiF �� �! � SFiOULDCR B[RM GUi7ER /� �� � ��' � EIJD APPR SLAB TO STA 18+05 -i- LT woOD. .. - / % � / A _ - . f ; �...� -y� _'_ -__ .. . _ .. .. _ . ,.., . _ - .... . _ � ,��.- _ --a _- i r'w�'4�'4:n�-� . . � �, �! � ✓•� � _ wti�,,,� .,.�,,,,, .. .. ., . ,_-��. ri-. �� ��.y6x� —' Eri5lqtG PuN— -- .1t_.,. I QhSt+�L 1 � / ..� �T ! � PSH � 105 CAMA �� ��•• ��.,. . •� ����^����M1'J^� '�' ' Y {YAl�'�Y 11 f 11 . � COE WP �Lkl� ,� gRI�GE •950008 _���- — -� _ _�_ — .��'� � e�,r ..�r.z.,sri d;' � �f'- J ' _.,^ - _ _- CONCRETE BRIDLE WITH ASPHALT �L~� _ _ - o. �. �- 1- � � y ��� ��. y �+�' cu�ss ni � ��S IO �I.21 � � i �,�'`y " � �� ����,� , i � � �� ,�� � �, BE�aIM APPRO�ACM SLAB -L- POT STA. 14+35.78 END BRIDGE dt- P£�C STA.3G+72.52 ' -1 - 1 - J'r°r�rrt� i ��,�I.� ��I��� GREU 350 TL� ti. �C� P�C S3A. 14+49.48 n`PCJlO END APPROACH SLAB -!�- i'OT 57,+1. 16+'8fi.2� SKETCH SHOWING BRIDGE /PAVEMENT RELATIONSHIP � — e � .i.•�.u-.. - � - - - - - =1 � ':- - -� = e � e _- ; -. — ��— �_ _r , _ . �' " � ' . U� di� f0 W GWi�'.V1FA�4k( , � Iq' r:.�v - '11uH57 — —_r.__ � � . .�,��--_. � '" ._ " _ _ _ � ' � _ 'I . n. - -, _. .- _. _ � .� _ . �a�. �-- y .. �. -` - _. _ _ ._ _ _ h.t�'1f . �ft:/�1 �• ' :P�`s'�+tir��?� ._,-'.-�+v�J-^+� -r,��.�..._�,-T_r�q-�"t�+'!'u:Y'n'[.JM3°�c3'�� � � , � u `.1'r•a.e�?.�.i'ha�'!�iUe'�`. . ` EXISTMG H/w ` qODD Sh10UlDER BERM C.910TFR� ` � END APPR SL49 TO STA �1� v7 -L- Ri ._ TOE PROTfRION � �� SEE DETAIL 1 ROBERT J. RICH, . � /��� ! �'' � WILLIAM D. RICH & ) SIMON B. RICH, JR. � � � ��'� c�,e� �gL�oJJ:�'xi,�s'er fnron �TEMP 1 �I UTIL POLE I FOR —L— PROFILE SEE SHEET 5 � � � � i w � r A � � � � � � � � � , � • � : � : � ■ � � � � � � � � � � � � � � � � � � � � � � � � � � � i � � � � � -.. . . . . . :. a�■i■■■�■�� .,. ���e�� � :.. ..... �e�■■��■������ ���■�■■■■������� ����������� ����������� ■� ■�����■■������ � ������■■■■■�■��� �■������r■■���� ����������� �■■�����■i■■■■���� � ��������■��■�■■ � �■■��������■■�■■■� ■� �r���■■■����� ����������� ���■r■��■����� �■■i■�������■�■� �■■���������� ����������� ����������� �■�■�■■■������� • � �■ � � ��aaaaa NOTE: Temp Utility Pole Impacts: Zone 1=24 SF Zone 2=28 SF