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Home My WebLink About20180220 Ver 1_B-5667_BUFFER _PERMIT_DRAWINGS_20180213_20180215Sae Sheat 7-A F�r Ind�x ��f Sh,�ets �,_ � nl�ziia � � � � OFF-SITE DETOUR � � �Ls u � w�. 1 . ��a � �� s�� au ��L V' ��A�' \l.:°� ��.'y� V'V' �� ohr�sTo� cou�� LOCATI011t: BRIDGE 1110. 500231 OVER LITTLE BUFFALO CREEK ON SR 2159 (BAY VALLEY ROAD). TYPE OF WORK: GRADING, DRAINAGE, PAVI11lG AND STRUCTURE. BUFFER IMPACTS PERMIT CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II MODIFIED. THIS PROIE�T IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. N Z O � � ni REPLACE EXISTINU UUrct 40' POLE ( P682 ) & ��s �urY�e �P�OTDECTION SEE DETAIL 7 � WILLIAM ALFRED S TH ANDREA CAMILLE SM H -� / �i PFOP 0/H POW LINES � REMOVE OH P P E � � � N N N TO � � r� �G � T � T ✓ ��PECIAL CUT FT BASE -� GRASSE SWALE RIP RAP SEE DETAIL 1 � ,80.8 � INS T SEE � SHE T 4A CL 'I' RIP RA � SITE 1 AT ESEEAD TAILN � PDE \ � 23 LF DIRECTIO AL DRILIIa(; �� e ��s� ��ri PROP 0/H OW LINES� � � �' �i � �, ��w� -�y � � �� '— �' �•�� ----- = - w�a--------py-�� F �.. — � — — �Nffi� Gv _ _ — _ _ _ �9 B 2 G ��O i , — � - - � � \ F t s� w, ��. -`�. _ ��—(f 2 E� �-- '� PDe F — � E-}�-�ef�E �'r,i:;��t� / � PDE oao � WL �„_ � _ � ^ ppE � P r___y� � � , , � — — —VW�LIAM ALFRED S IT�I �, o � �' �' N ��W�e_ _�,' � � AN�EA CAMILLE S ITH NCL96'RIP RAP � "7 \`' \', \l, \`, � \ I � '7 � EST. 1 TON 7. '7 _� �h � EST.S SYGF �. �e a � � � � \ TEMPORARY WOI � "� � //-'�� LA55 'll RIP fK STAB IZA� W PAD � PDE f � SEE ETAI SIT 3 � rn � � � C �l � D r i o n � rn rn �� ALLOWABLE IMPACTS ZONE 1 /////// ALLOWABLE IMPACTS ZONE 2 (BRIDGE) (ROAD CROSSING) �R�\� �� y ALLOWABLE IMPACTS ZONE 1 I . �� , (ROAD CROSSING) S�� I Te?9 g- gg 4 605 E N G I N E E R I N G 8 Fax�.9'19-789-9591 c o N 5 T R U c T I 0 N License' G2197 BUFFER DRAWING SHEET 2 OF 7 "� 40' POLE(1D1J51 ) & CLASS 'll' RIP RAP 24' GUY LEAD ro ELEVATION iao.s NEW PERMANEN 40� POLE DDE JENNIFER LUCILLE WILLIAMS _ ' ' RIP RAP ES . TON EST.7 SYGF BASE � — PD — - � ,'� E � SPECIAL CUY 2 FT BASE DITCH W/CL 'B' RIP RAP SEE DETAIL 3 NEW PERMANtIv� uun� IAL CUT � USH POLE =L. 'B' RIP � SEE DETAIL 2 PDE -�� DE__`;� �P.Q�H � � 1 l - - A� I I "-- `�:-�_,I l-' - - � €c�.a � � � '—ili T� — � Il " �+� r _. _ �� BASE DITC� `i-� I�1 SEE DETAIL � �cv � EX, 6' PVC — W — PROJECT REFERENCE NO. SHEET NO. 8-5667 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ��i��i� PECIAL CUT 2 FT / � BASE DITCH F / S�E791L.d .�� ,��e — _� 15" / QpE _�_� PDE��' "''^` `'"T 2 FT �eD�� BASE DITCH EST. 2 TON SEE DETAIL 4 EST. 7 SYGF RICKIE C. PRICE Q � ,LO C��P ��0� Q,O � �• • �• :• • ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ .�. � PROJECT REFERENCE NO. SHEET NO. � SEPI ,o2swaaeA�e��e 8-5667 4 Raleigh, NC 27805 wy,� SHEET NO. Tel'9�9-789-4977 E N G I N E E R I N G 8 Fax�.9�9-789-9591 ROADWAY DESIGN HYDRAULICS c o N 5 T R U c T I 0 N License' G2197 ENGINEER ENGINEER BUFFER DRAWING SHEET 3 OF 7 °'o � � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED r � �, sPeci � cur a r ease NEW PERMANENT� u°', �Ra,ss SWALE "' 40' POLE (1 D1 J 51 )& '>' N , �� e oeTAi� t 24' GUY LEAD � � CLASS 'll' RIP RAP I N �G � TO VATION iao.s NEW PERMA ENT DUKE i � ��cA �'�q ^' ,,, �-c� � 40� POLE DE ✓ ��PECIAL CUT FT BASE -� N JENNIFER LUCILLE WI MS GRASSE SWALE N REPLACE EXISTING DUKE ev,ss �u RIP R.4P � sEE oETAi� � SITE 2 4O' POLE ( P682 ) &��5 "8'ibE �PROTDECTION TO EL�EVATI N 180.8 � I y� SEE DETAIL 7 � � CL '' RIP RAP NEW P RMANENT DUKE � CL 'I' RIP RA e ES . TON ECIAL CUT �, ' U H POLE W I L L I A M A L F R E D S T H ` I N S E T E E qT EMBANKMEN , EST. 7 SYGF BASE ITC �CSEE DETAIR42 ANDREA CAMILLE SM H SHEET ��A SEE DPTDAEL D — P� — PDE N PROP 0/H OW LINES T �� DE �� Z �� CLASS '6' TOE PROTECTION P r � 2��=��Tf: A::�:.� Gy 6'' SEE DETAIL 7 � � w ��'�P aiH �� I, . . . _. �- � � ROP 0'�li W .. IV I u_' ... ._, � -� �J� PFOP 0/H POW LINES �_.I I I I I I 1 L,I . . ��--� . g� I�._ � � . O P e i ��_ u, : „ �i� ��, � 18� . � REMOVE OH P E _� „ L_ OH P� � VE i — �-�-� � ' i i �� I � TO - - - \ Y . �,� EC1.4E� T tN ___ � � � � ', � �� -1 I_ �'i� BASE DIT� � � � �� , F�� w�w � � � i _ _ - - - - c�_tt _-(�-$C- � l_ I' P AgANDON 3 � � I � d _ SEE DETAIL �� cv � .WL — — . — — _ _ � — 7�� . — _ _.-_� � — -- —_ � G-�'Af — B 2G�' � .',�i�. �, -- � '', -- — — —Ex. 6° PVC — W�Q I — ----_— I O ��_ 040 � i ��i �, ,i, AY V o<o - � o<o � � ��: , r �'�_ � � _�, o<o D 0 AY TO SR 2/58 _ 82 � — -,�! T62GI � � � ` PECIAL CUT 2 FT / � � � � - � �� ,�Q - �s„ W� ��1 I �;� " -�i-i � �� F — - - - � I I I f_ I I �,�� BASE DITCH / ��'"l�� \— — _ _(`. '"'f _ 2 EL S `- x� EXC V dJON I I ; - - ' _ — �EIAI� - - - - _ '� 1 pD f F — i , > < , ' l _ � - - 15" / QpE E -'dV`@�$� E � r:,.�, � / ' � > � � � i �I I'L' � � PD oao �� C �� ' �T 2 FT E CD�"Rl� ( ^ w�� ,� �� I_ l - �� PDE BASE DIT�H P � SEE DETAIL 4 \I' PDE EST. 2 TON y'7 � �LA55 'll� RIP P E EST. 7 SYGF u - 1 \I' \I' K STAB IZATI N AT'�€ BA EN �'-M �� /� VW LIAM ALFRED S IT�] \�,o "7' "7' � N � � EE ETAIL 6 � E .,, ., ^ TE � SITE 3 � �W�e_ _ �,' � � AN�EA CAMILLE S ITH N N -� �_� ��" \l' ��-RIP RAP r �, RICKIE C. PRICE '7 \l, � \ � � �7 �' � EST. 1 TON � � 7� i \`' � "7" � h EST.S SYGF I . � .� / �, l� � . �- � .� � � � � \ TEMPORARY WO K PAD ~ rn � SPECIAL CU� 2 FT BASE �. � I C DITCH W/CL 'B' RIP RAP � SEE DETAIL 3 I>9 I , V o\ c� i ` � ro V� `� V��P� r� b � c, _�� , � �' �"� � I / � / rn _, \ �PO - ` � �. � �, = �� ALLOWABLE IMPACTS ZONE 1 /////// ALLOWABLE IMPACTS ZONE 2 40' 0' 40' 80' 120' t;;�- (BRIDGE) (ROAD CROSSING) ��` ��\�� GRAPHIC SCALE �� ALLOWABLE IMPACTS ZONE 1 �� I��y�� (ROAD CROSSING) ��. 1/ / � �/ •� � � � � � �—�_�—�_�—. . . GRQPHC SCQ�E S�� I Te?9 g- gg 4 605 E N G I N E E R I N G 8 Fax�.9'19-789-9591 c o N 5 T R U c T I 0 N License' G2197 ��. PROJECT REFERENCE NO. SHEET NO. B-5667 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLE E �LANS IJO NOT l'lE POR /W .4fQl'ISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED BUFFER DRAWING SHEET 4 OF 7 {� ��/�� j ��/��/�� \ \ � ALLOWABLE IMPACTS ZONE 1 (BRI DGE) �� ,I �� I ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) � �� ALLOWABLE IMPACTS ZONE 2 (ROAD CROSSING) R I I I I � I I I I I I I I I I I I I I I I I I I I� I I I PROJECT REFERENCE NO. SHEET NO. � � B-5667 5 I ii �� i� i ii �I � I I i LL I _ . . . . . . � . . , I � � . ,. I . . . � . . I ii , . . . �' RNJ SHEET NO. � ROADWAY DESIGN HYDRAULICS .„_, I I I . II � I ENGINEER ENGINEER _ _. .. . .-_..--_ . .. .-- _'_. .-.-. .-_--. . . III .- .- .. ._ _ �l - l +55.- 0 � � ' �� ,--- - �� ---, ----'� - � I �I -� __ E`L = 82.6� ��; I �I ; I �� ;= i 'i '�� '�� PE RMIT D RAWI N G � i ; , li rh. li,l � i �, ---. - I�I , il --�� ,'�, S H E E T 5 O F 7 '�,- . � , _. � °` � ND �RAD � � � - � � � .QO � � � �� I � � DOCUMENT NOT CONSIDERED FINAL J�� / (� � I III , UNLESS ALL SIGNATURES COMPLETED i I li i i i I i i i i i i � I i i i i i . i I i i � -------- ��._- --- ' �3 -� ----- -_ --- � __ _ � _ __ -_-_ � -- -- ----__ . _ � ___ _ _ _ � i r�l � I I II � � �� I II' � � �--- i � � _ �I � il ---- — I I � I� � ' �I � �I �I !�� i � �i � 1 B6�GlN R ' � �I � �� , �� _ _�_ � �- f ___, �_- __ _ - - � '- -- - -�- � ' -- - i -- -- ----_ -- !--- � -- -- --- , -� -- - - - , �%� �� j— � i i i —';—_ --- Er .184. 0' - _� � � �___ �_ - � ___ _� �_ � I ; �, _ _ �_ _ � � �- � � : - -� - _ ---�--- - -_ , i : - ---�- — ---__�-__- _ �_-- _ _ � ---- i-- --- - �--___ ,___ ------_ __ � -- -- -- --- �_____ i i --- �_____ - �-�-- �- - --I� --�---- -- �,-i-'- _-- - -- ----- _ ---_ __- _ _:- ---------�_--- -- --',----- --_�___ -- — ------- -;---- -- --'--- ---;---- �_____ _----- - --___ -------- ----- - ----___ ---_��___- - -Ili ii � ii �-I'--- -- � � � � -- - I_- �i I - --- j-- -- - i -- � -- -- -- - � - - i - -- i __ i _ � �-. . � i i -_ -- _ I __�I � - _ i_I�� -� li -- � I I --L � � - - - --1 - -- - - - �� __- -�� -- _� , _ : -�i, ,--� _ -_ -I�� ----- --� - : i : _ -�. -� �-- -�- __ __ ._� ---- -- - -�, -- � _---__ _r _------ --- -- - ----- —__. i_____ _ ___.� _ __�_ ___ ____.�_. __�_____ _____i __------i---- -- --� � --- - ---i-- --------i--- -- --;-- - ---;---- ---�--- - _r -------- --- - ---�----- --- i - ----i — i -- --- i i --- ---j ---------i----------i j ---- -----i ---------i----------j--- ----j_____ I il � � � il � � I I � I I I � : : I i i i I i � I i � � i i ----�--- - �- -----___ --- - -- ___ __ i i -- i _-- i i _- - i----------i------___ i i ___ ----i---------i-------- i _ _---i___ � - - --!: - - ii - i i � - - ii i � _ �i - �i _- � -- � _=i : I-= � : i_ , __ _ , --- -- , - � - � � � - - i - - ; -_ , -- �,-- , --- __i___ _ � _ __- -�-- _ ---i___ __ � _ � ___ � ; __ ,--- � __ � _ � ___-,-- � -- � : �: � : � , � � , � �: � i � ,I : - � -- � _ _ -- -- --- -- - - : �� - ��, -- ��-. -_ i: � _ -_ � ---- __ � -- _ _: -- '_ L� _- �. - i- - _ - - -- -- -- - - - - - _ -- - - � � _ _ � - i - - - - - - -- -- __ _ _ _ i __ _: I I _ ii i_��Cr i : i i _ — __i : : I'i Pl = l2 +25.00 / _ l3 +T 0. 0 'i � sTa,. � 3 �� -�- i Pl = l5 +0 .00 i i �i : �i : : �E� = 184.38' -' L= 185.9 ' � s Ew 90 oE .za � E� - l84 9' �. � � � �� _ _- -- -- -- -- - _ I VC - 75' V = l00' - - � _, � - -- - ,_____ VC �--90, I -_ _ _ ___ -__ --_ ��___ - - _ ��____ - -__ ��==_ -- - _— - ---- --- 21"_C RED 5 6 __ �---- — _ � r -- -- ---� -- -__r .- I- CCI�i �.38 �- 5L� � pN 2-b" E.B�GAPS �-- � � - ---- -----____ _ — = K = 65 �_ _ , ------- -- C}-- -- EXISTIN, -_ �. -- ----�AG-SfiA.� �Q8�___ �- - - _� - -- � — � -- - - --- - - - -- � ERTOP ING_A__ �'+ � I E HIGH SIDE S�PER i I'. pp : � : ; - _ isa_� � ( �)1.09 6% - -: , E�e � - f +10.5 00% _ -___ _.=_-,L _- ,' -_- � -_ i _E �EVATIO 1 +70 i � i . ! BRIDG � �-JO.8.3 8I 1/ATION 185.4 -� �- - - i'`. — --- - �--- LOV�( CH� D - — ---- _ -- - I � i � �i � � � _ � ��-- � � I i i i i _ --- � ___ � i I _ I I LOYW SI E � �_ j I - _� ._,—... _ �� _-- � �- - -_ � �ND RA = _- _-- ---_ — - � __ � - --- - - - " " \ �,. EXCAYATION - I __ - !- - I� "�'7J�. Q- — - -- _ . I - r— _ _ — — — _ I iry � 3 —b I -- ' --- I �- -- - --- ---- i 'i I - _ - - - u5 � ,,; qrrp� TO EtEV: 179 5- �----- -I ' �-- . . EG RT - -- _ �' \ il EST. 65 CY i -_EG_I-RT- - ---- �L.IB .;31 _I .-- — - _ ____ r ---- � I�- �� - - ----- --- ____ i i il II EG LT TO ELEV. 179. EG L j i EST. 95 C CLA S'll' RI� RAP i - - I, iB�a SE FLO WSEL — I I 2—F THICK i _. _. __ _ � _ _ _ -- — II _ \_ _. —_ — _ _�� BEl7IN I ( DE IGN$ WSEL �— SS211FT ITH� NWS 777 7 II— —-- —�--EST. O�T�NS__ �_ I _ I__I �� I EST. 50 SYG`F � � i i _ y I� � sy�) iz9:s ovoa�n 1 � � ii L � II �' �.00 i EST. 1Q0 TON ,i J I ii i i i i i i i I i i i ! li I i � I I i I � ii � i I �i I THEORETIC_ L 100yr,_SCOUR lil li _ _� � _-� i I ii � ! � �II!!I I � I �: � „ i, i l I„ I I I i I II! i! !!li! I, I !i I I � !. i i i:: : : i i i m I i � � il --� i � i , i I� � . — � I --- -- � _ _ � I�---_ I -- -___ _---______----- _ - I i _--- - ---- ______ ____ __ _ _ ___ - _._ _--__-_ ___ --- I I i .� : �— !I , i I , I ' i I I w�:�: I I I I i I I i I I i I i i �.�> I I I I i i i I i i i i RIPARIAN BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) 1 1@ 50'; 1@ 40' 13+31 TO 13+49 -L- LT X 38.0 39.0 21" CORED SLAB 12+g1 TO 13+31 -L- LT X 24.0 24.0 12+69 TO 12+g 1-L- LT X 0.0 0.0 2 1@ 50'; 1@ 40' 13+91 TO 14+21 -L- LT X 679.0 679.0 21" CORED SLAB 14+21 TO 14+36 -L- LT X 516.0 516.0 14+36 TO 14+56 -L- LT X 699.0 699.0 3 14+03 TO 14+21 -L- RT X 249.0 249.0 14+21 TO 14+52 -L- RT X 683.0 683.0 14+52 TO 14+74 -L- RT X 614.0 614.0 4 13+09 TO 13+38 -L- RT X 86.0 86.0 13+38 TO 13+69 -L- RT X 102.0 102.0 TOTAL: 2291.0 1399.0 3691.0 0.0 0.0 0.0 0.0 0.0 Rev.Jan 2009