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HomeMy WebLinkAbout20170808 Ver 1_17BP.1.R.82_Permit Drawings_BUFFER_Final_20170630� L 6 �—Q'— i �N�— ��c o�� �u�/ �r �.. � � •� `\ V � � O V SPivA ShEEI �-A FOI� .ZnUPX D� SI lEPil S \� I� ,q� � I' ry, � I''� ��1/L � ll S 1L �lJ d 11 �� J� a 1L ��l 11 11 BTATE STAT2 PROJECI' REPEREM10E NO. O. SH6F.T3 �Q SH82T See Sheet 9-B For Convetlonal Symbols � d�� � � z� —' �������� �� ��������� HYDE C� U1�lTY LOCATION: BRIDGE NO.l4 OVER RATTLESIIIAKE CAIVAL ON SR 1108 (WHITE PLAIN RD.) TYPE OF WORK GRADIIVG, DRAIIVAGE, PAVIIIIG � STRUCTURE THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. GRAAHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 0 DESIGN DATA ADT 2016 = 130 ADT 2036 = 140 K = 10 % D = 60 % T = 6 % * V = 40 MPH * TTST =2% DUAL 4% FUNC CLASS = LOCAL SUBREGIONAL TIER BUFFER IMPACTS PERMIT PROJECT LENGTH LENGTH ROADWAY TIP PROJECT 17BP.1.R.82 = 0.118 MILES LENGTH STRUCTURE TIP PROJECT 17BP.1.R.82 = 0.011 MILES TOTAL LENGTH TIP PROIECT 17BP.1.R.82 = 0.129 MILES ��� of Tr¢nsportotion in theNOf�/'ice of.• ETHERILL '�`�,. - �Ao ENGINEERING T :`�,9�v`y, ZOl2 ST.9NDARD SPEC7F/CATIONS RIGHT OF WAY DATE: EDWARD G. WETHERILL, PE PROJECT ENGINEER LETTING DATE: 1VCDOT CONTACT: BOB A. MAY, PE PROJECT DESIGN ENGINEER JOHN S. ABEL, JR. DNIS70N / BR/DGE PROGRAM MANAGER GLI �°�°_ 17BP.1.R.82 17BP.1.R.82 _ 17 BP.1. R.82 HYDRAULICS ENGINEER ROADWAY DESIGIY ENGINEER P.E. r.F. � PE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED i� C � O I� I THADEOUS LEE SELBY JR. w A �i � 2 '-�' 30" RCP-IV— (BUW%H W 20 i�) RETAIN SLOPE ROTEC ON � SEE DE IL 2 � EulSr ww I WATER PUMP� � J F � T3�' JS� . rG � 4 NtBkASKA _�._;� — — — _ —..--- _ I5°RCP � F exisr ww MEra� carE� I I I IwETAIN ' I ��� � � I NYSOCKING NILDLfE SANCTUARY I ,/ y. 'ECIAL LATERAL BASE DI CH �II, (SEE DE7AIL 1) � : s � O3 I gl ERSEL G1. SELBY s �i C DETAIL 1 DETAIL 2 A SPECIAL LATERAL BASE DITCH SLOPE PROTECTION � 1 No� ro s�aml 1 No� io s�oie) ROADWAV SHOULOER AGGREGATE SHOIIL�ER POINT � BORROW Go�Vrol � o� � FII 1g��- �� ra nd _� p ��' Slope 1.0'min. F\P`g 'in u Min. D=1 Ft. B-4 ff. GEOTEXTILE—/ �- �RAILROAO BALIAST FROM STA. i1 �F 50 T0 STA. 12+-28 -L- RT. rype otu�e�- 3< roNs,aaiiaoao an�usr 1] TONSAGGR.SH.BORROW�Geo�exiile- I]Is -L- STA.10+70 TO STA.11+-28(LT) -L- STA. 75 �. 50 TO STA. 76 �. 671RTI � REMOVE �I WET4AND5� �U FFER IMPACTS PERMIT ALL WETALANDS DFTEBMW.F.D B� CL.AY WILLIS DIV1510N ENVIRONMENTAL OFFIC-R AS WETLANDS A,B � y4� 2c 83 C� �q�� c'��� 5 CA7FERiNE a LARRY W.GiB85 r e KET 4 9ND5 POCKET B , _ - - _—�, JS - J �-F---JS-�� W41 E FLAIN P Jf8 BS� � 3 � WM 'Ar � �, i —x— �wa° c� �\ 1 w ' - SLOPE PROTECTION EE DETAIL 2 � -E �_ � R V I�� � N � I � i � g f � o y, fi �� . o �� s I� I DAVIO C. MCLAwHORN < c F O , ----15F F'__._ F ,�_— — _. v � ALLOWABLE��IMPACTS ZONE 2 GLI (ROADWAY) TEMPORARY CONSTRUCTION BUFFER ZONE 1 IMPACTS GRASSED LROAD SHOULDE�R) �TEMPORARY CONSTRUCTION PERMIT DRAWING ALL� MPACTSM(PARALIEONE 2 SHEET 2 OF 4 DOCUMENT NOT CONSIDERED FINAL � UNLESS ALL SIGNATURES COMPLETED IMPACTS ZONE 1 (PARALLEL) 50' 0' S0' ��00' I50' I �� IMPACTS ZONE 2 ` (PARALLELI GRAI�ItifC SCALE � BUFFER RESTORATION ZONE 1 (PARALLEL) IN H B VAR 4'��% " � -L- STA. 12+64.00 TO 3'-11�,'� -L- STA.13+52.13 P 7P VA . 25:1 �AR 3,_919/, „ BEGIN BRIDGE END APPR A H LAB -L- STA. 12+94.87 TD 3�-»�� -L- STA.13+63.00 KETCH SHOWING PAVEMENTi$TRUCTURE RELATIONSHI SEE SHTS S-1 THRU 5-?? FOR STRUCTURE PLANS SEE SHT 5 FOR PROFILES ��� �w= _ — _.__—.— —'._— � . �— -- - 12" (7vll I_" R� _. -_�F� F--T \ JAMES E. MIDYETTE \ EARL D.PUGN JR [xist ai= —�O � JS __'— _��JS— —��� TO M/OOLETOWN UKNOWN � — —� � — ExICT �/N �uMES E.MiDrETfE JEREMY T. SMITX \ r �� ��� �j,� O .��_ ,�_ ` o��ao � �t � (ROADWAY) ALLOWABLE IMPACTS ZONE 2 (ROADWAY) TEMPORARY CONSTRUCTION BUFFER ZONE 1 IMPACTS (PARALLEL; WILL REVERT TO GRASSED ROAD SHOULDER) TEMPORARY CONSTRUCTION ALLOWABLE IMPACTS ZONE 2 IMPACTS (PARALLEL) IMPACTS ZONE 1 (PARALLEL) IMPACTS ZONE 2 (PARALLEL) BUFFER RESTORATION ZONE 1 (PARALLEL) �+ 0' 0' 4 0' � 0' . 2 0' GRQPI �I�C SCQI � �I I..J�� 1! � .��. ��� � V' J J1 � �.�jj�-, 1�;. �,a ����o ��' ��4tf���iP���a�l f�Vl'1':�1�, ��� ����� ��' ���i�����t���t5 � ]��� ������ ��" 1F� lE��fl �iE;�`1Co n�l[31f�a l � lf�.. ci `? 'R�l�1L,��lIE l�IE��ID�G1E 1'��flo 1-'i ;�"y"�]E� ]E8A°Il°°�']LIE�l'�A][�1G �C�1°�1�L Oi� 51I� 11�,� Q52�1f�T'°]['1� 1�L.b'��1'a" I��,➢ SI�I���' ,� OiP� -1 � � � 1 1 � � � � � � � � • � . � . � • � 1 • � � � � ���� •�•� • • • ' • • • � • • � '� • '• C' � �� a :.. ... ���������� a - • . , . . . . . . a�� .: ., . : ���� a .... . . . ��a��� , , „ �� � ���������� � ���������� � ���������� � ���������� � ���������� � ���������� � ���������� � ���������� � ���������� � ���������� � ���������� � ���������� � ���������� � ���������� � ���������� � ���������� � ���������� . . � :: .: .. ���� �