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HomeMy WebLinkAbout20150623 Ver 1_B-4490_revised Permit_Drawings_20150818_20150825� GG PLANS PREPARED BY'. PROJECT REFERENCE NO. SHEET NO. Cj4` �� JAMES E.GARD�R B_449� 5 DENOTES TEMPORARY �ZNES SN�po //�� �(� RN✓ SHEETNO. IMPACTS IN SURFACE WATER �A�vN ����k�+o• � � � � \ O , �j `��/ ROADNGINDRSIGN HENGAEERS ZN���r -y�. ''\le \ u S� P � ��\ �� `� \_ \ � � � DENOTES IMPACTS IN c � � `� � , ` � � SURFACE WATER ', Q �� � ��\� ,l C � \ \ � � � , �. � �i `` °� e�e � � � \ PRELoMiNo xo sTPLANS , x � . �\ \ so � . C \ � \ EXIST TB . F � � � � �3 � \ � 40' 0' 40' \ I � � �� ,� s° � � / ��\ I I � \\ \ �j� �'hB � FLOOD BENC . JNLET e\l \ � \ \ \ /� \ S SEE DETAIL O ✓� �` AT S! � I i � 'P� \Re\oJe\\ RE i ti%///\� s� �� � � � GRAPHIC SCALE � 2%6,�qqq��� � � I FILLWITH �� � � RETAIN\ \. ' � 2 � I / FLOWABLE ILL \ \ � � � 1 O DETAIL J � �� � a• � .� ° � � Te � \ � RIP RAP P.T EMBANKMENT \ � \� \/ �Ce C� O � E m IHO��a s<a�ei \ � /� v � J � I � � � lo'min— �\ 18" RCP-IV \ � �Q,GQ \ \� \\\ � / O �/) le" RCP � 18 w/MH � � � \ / � WPIPE OUTLET I.0'min. I.0' � � \ \ \ F \ C / 1B � / !\ \ \ r j GfOTfXTILE \\ \ \ � \ �� ���\ � \ � \ \ . O �� Q- \ � � \/ Q� Type of Liner - 138 TONS,CL I R'ip-Rap \\ ` ` � —� ` � ��� YIDO LLC � A Geoter�ile= SOs I \ \ L \ � � \ � \\ _ =\ \ \ TB `� VFROM STA. 17+50 TO STA. 17+82 -L- LT � '� T � Fu� wi \ \\/ � / I��I r8 \ FLOWABL FILL �(%� m � � \ \ \`\ , \ � �� \ ` REMOV��,CB \ �� \ �� � W �/ O �� ss � �� �� / � �� � � F' ISBLKBUS p ((([[[��� / 8.. ti � O \ \ \ \ I � �\ �\ � � � � _ RIP RAP AT EMBANKMENT / �P� � � \ FILL WITH REMOVE MH � � SEE DET=1L 1_ .L � y d, 15` RCRIV LOWABLE FILL \ ��' \ \ � ti(� ��% 15' RCP _�\ � 6'Oi � f�, Q Wri ���\� \ � ,,\\ �� � ��_�� �\ \ 'w i� �� 2 � v+ � /4 \ � � t3-v.,\ \ \ I / 9� �� \ \ �B 18" RCP-IV . CB W O � \ � � � \ � FLOWABLE \ � � I CiTr OF � �\ �\ s. -L POC S/0. 17+7SAO = Q g O 2 Q \ � �\ FAYETTEVILLE\ � � � \ -YZ POT StO. IO+OOAO -je\,� w O Q ¢ O �I y \ RE�AOVE DI \ � � \`s\ \ \ �\ � �a� \ � � \ FILL WITH \ \ \ �. \ � W �_ � � � �S 3p� z �FLOWABLE FILL �A \ �,� \ v / � u-� � o�W = C.=1 �l \ \ � \ \ \ \ \ \� � � �� 9 \ \ � ��`F \ ` � \ W � �` �\� � O � J 2 r.�,pp�, I� /� � \ \ \ s Fk � � \ W W ti Q � \� ST�N � ' � = O \ �^ G � �SBLKBUS N � � a � W � ` � �� �� � �Q = � �\ � \ � /6 76 `. . �� � „ � �� � \ � \ \ \ � �� � �• ` � � os � 7 W pp W O W o'W W \ �__ � \� \ \� �� s RenqOVE �� o �FO' n / � � EDMUND GEORGE � N r � \ � � ? �z��o F \ � � � \ \ ti �\ � �. ,s W N�j � � ~ � � _ __._' __ \ \ � \ \F4�L WITH \� \ � \\ \ CB Z F_ M�V $ '�� \ \ FLO BWQ LE FILL H ?�7 W 2 �� � __ \ � � \ s � i � � J ` � � �Q W -- \ RETA N � .-.. ,___.. _ \ \ \ \� \\�� \ \ �\� ' \ � \ �i% �% h �J.I� Q \ \ \ \� VERT TO 18 \ \ �\\S Tp R\MOVE� \ `' / � � � `�1`�2� �PC + 95 �.�/� = J � <C W E \_. � REMOVE GB � pA U�4py pCp Di �' \ \� ✓ V � � O ��3 � iA � � \ �e p W N� � \F\ / \ �� � f?'> J`�, � COH�� � -L- Sta 14+87J6 = w \ / � � �� a - _ _ - -Yi- PO to. i3t44.99 �\�� � \ � � \� \ � \'��.�/ � yc9� � V � � cB \ ��/`\ \� I I W � �W � O — F \ �e � � � \ �� \ \ \ ` � \ �q \\ L� � esr 41 Q �¢ ~ DETAIL O � � � � � R � �z�N� ,. �N eq�0 \ \ \\� \ �o / � W � O FLOOD BENCH @ INLET �° � \ B Rca \ ��o�y, ��� \ � ¢ qd'O � IHOr ro scA�E� � � \ � � \ esT \ \ \ �\� �W � U -L- ELEV. 84.0' \ � M^ � O TIE TO V t \ REMOVE C \ � R B '� � � ""'� W � '2 EXISTING STREAM /� \ \ � � \ OM N I � NATURAL EMBANKNATURAL p y'' � 9 �&C � � �B \� RETAIN � � ` /.� / W J �\ GROUND 3�� GROUND \ \� \ RETAIN \ � o �w� �"� \ CJ g�� � � CONVERT � � U U � W KIYFT� ?'\ � \ F /� O 1BWMH 3V GEOiEXTILE d KEY-IN p �' FILL WITH \ ��� �� � � � a� � B � � FT � � \ FLOWABLE FlLL / \ \ \ \ \� \ / � � � EST. 170 TONS GLASS I RIP RAP � � ' / \� S � \ � Cg I n n �a 2 \ �� ►0.l1+36J4 = � �Q `1 Q b = 5FT - 14FT VAR. EST. 120 SY GEOTEXTILE � � � � � \ �7 � N Q � B= 28F1' - 32FT VAR. DDE = APPROX. 560 CY � �� F 'n O /�p I- �lO. IO'f�AO �� McV �N d= MIN.1.00 FT. FLO00 BENGH SLOPE=0.19% \ � a9C � MH I � -� � � c� •—� ` � o c�ae�es w�uu�s .�. \ TB o \ c, / . . �:�� � S1W.17+70 -L- LT \ \ \ �\ \ I � i\ ° N N NN � esr �\ o� � o � � —' O O C� � `µ � � REMOV 0+/- L / i � � \ � � � e O \ \ 4„ RCP •O G Fo \ FLOWABHE FILL �� ' \ p��oNER /�, � 55 / \ � - � REMOVE MH / NE OW \ � O � � � \ � x �, - � -Y2- PT StO. //+9�6.43 \ cs pejo �v �" / � � � • / \ � \\ 588�02� \� n FLOWABL i W � � \ ` � \ BEGiN CON R lON coNC �\ END CONSTRUCTION �,� 5 � ,� � - �� / / \ F '�� � � � Bst - PC StO.Jl+42 � � \ \ � -Y/- POC Sl /+SQ,Qp �\ -Y2- POT Sto. /2f34A0 cs e \lE & ZVPE uNK � � � � y\ � � pcP 't O � � �� � 5 50' ANS �-1'2- POT StO.13+00.00 � 6� \ i �' Ce �� . aa _ ���� � 4 � ' � "' � ° � ' TO TING � � � A � - = X�b W � �� � �h � � � ,si �', re-,� � �`"� � � G0 i A A \ � � REM IPE %r � w, � � � i � ���� jz �/�� A . A � ss � p � � � N � � y � \ / / � �5'�" / . V �� � � � r �� � � P i \ _ .? ��. 4 c� / � I. �\ � /((���' � / �R'�MO P IP�/ bZ 5" RCP-IV/ / �=�'I`` O we> . p / % (3L/ ` �,N Q �O �' � � RET� / 2/ Z I � 9C / / / J � � a ��� �5'a j � `'� V '�kvo \ � �� /6`6� � � /a / / OV f / �i O � in� i/ MH �p P E�P / i // MH � � N � � I \�� � P• � / � � / RETAIN � C� � �r� \�%� S� � � 56� � � `�� / '��O PERMIT DRAWING � a � ���� �� -`�% � � +� •`l�' w �� � � � �j �� � �� SHEET 2 OF 14 ��,� P � ' �,.-'� �� � z� r ` PLANS PREPARED BY'. PROJECT REFERENCE NO. SHEET NO. � Cj�� � JANES E.GARDNER �� � DENOTES TEMPORARY �ZNES SNEop ��� �r � B �49°�� �� 5 IMPACTS IN SURFACE WATER �A�v�`\ ���1%C�+O� \ � � -� \ O \ \� \ O�s ROADNGINEERSIGN ENGINEERS 1^ �� � iNS�� s� P � `, ` �� \ \ � A �, � DENOTES IMPACTS IN '� c � � � C � .� • ` `� � . � , SURFACE WATER �i OI � \� � \ \� \` ` \ � � \� �� � `` �\^e � � FRELIMIN RY PLANS ���� X . '\ C\I �� \t �\ � � i � � /� � � EXIST TB � � NoT use eo coxsrkucT�ox � \ F e� . � � � � � � � i � ���\ �� \ � i/\ sa� � �, \ � � � I I \ \ \ \ . T'e \' FLOOD BENC L�N4ET e\l \ 4 O O � O y \ � � \ � Q �;� � GS \ SEE DETAIL O _ A ` V e s .. AT S� � � I �� '\ R�\ �`�� R\ tij f� . � � \ : �� � � � � � \ � FLOWAB E ILL \ \�.. \ \ \ � 2 A H I A L � • �z�63� I � / I ' � � �RETAIN e�� � . O DETAIL J �� � � �� � � ��L �� � �� o V �� � Te � � RIP RAP AT EMBANKMENT � I m,Hmm 5�oie� � \\ � � \ J \ , H � ' �� . to'mn- � �\ \ / 18" RCP-IV � � ��GQ \ \ �\ / Z � PI�PEROUTLET 1.0'm 1.0' � F JB w/M JB �H 0,. � � / a � � � O W � � , � F / � � � \ jGEOTEXTILE \\\ ` ` � \ �� ���\ � \ � \ \ .\\��� I O �. ` Qj Type of Liner- 138 TONS,CL I Rip-Rop \` ` ` � � � �\ ` \ � \ \ `\ WDO LLC TB � Geofer�ile= SOs �I \ �FROM STA.17+50 TO STA.17+82 -L-tlLT \\ e Y / \ \� � I \\ � FILL wl � � \�/ (� J / \ \\ ( ,� �nm \ \ FLOWABL FILL � /�� . �(� m � � \ \ � � � I .. W � O �� \ \ � REMON�, CB \� \�i \ \ `� �O = Q ss \ �\- � � / . \ � \ \ � � \ � F -ISBLKBIJS . . B= O ti � \ \ ' � \ \ I � \ �\ � � _ _ _ RIP RAP AT EMBANKMENT / 4�,A �j (�j \ FILL WITH REMOVE MH � SE�DET�IL J �L 2 � 15•, RCP_IV LOWABLE FILL \ � � � � � � `F . IS'�RCP _ �\ \ � \'0/ �'�. \ � f�. � � \ I � fIj � � � �� \ �� / � ��� `��_ �� � 2 � 4 � � \ \ 1"5 \ J` `' � \ \ I / �, � � \ \ �B 18" RCP-IV CB � �Q � ` \ \ ` � � FILL WIT � I \ � \ I + LITY \\ � \ � \� -L POC StO. I%f%S.00 = le\ Q = ,� � FLOWABLE � / � \ FAYETTEVILLE\\ � \ 60 � \ -YZ POT S�O. IO+OOAO W Z W � ~/ � R�(v10VE DI \ � � ss \ \ � � \ � V% Q W 'w � \ �„� � \� � FILL WITH ♦ � � � �e� . �C N Q � O � v, \ � \ � . 30, /\ p �LOWABLE FILL 75 \ �,L \ w W 00� � y. � � � 5 Rcn � �9 � � � . � ~ O � i � � W rW W C� �l � \ \ �� / \� y°j`FV\� \� V= O � � 0� ti /� � \ \ \ . � \ s Fk T � � � \ _ 2 � ss . U .. \ � w\ \ \��'G R � \ � � ISBLKBUS y O J � � � / W � �W � � � � � �\ \� � 76 � � � Ln O Q a\ � �� . � � � Ya �- W � �>ti? � � � � � �� � ` . � o � 7 W� p 2 ��p � \ �\ \ -� \ � �� s REMOVe � � o ��� � �' / `O l8 EDAIUND GEORCE � y r� � ti W � W W � � � \ � � 2O' � F � �� . .. \ � � \ \ MH \\ � � \ � ry� � liW _ \ \ / \ � \ \FI�L WITH \� �/ \\ ' 19 CB Z Q `- �_ W M�� 2 - � � . ' _ � '` \ FLO BLE FILL s � \ \ FI ~ O � G~� � � � �. \ � �'_- . � \ \ \ � \\ \ \ � \ \ \ � � � 2� / J N � � � W � � ._. �.. VERT TO 1B � \ �� c^ � 1 � W � RETAIN `� � �;�{� � \� \ � �' ;� � \ � \�\\'a To U R�MOV\� � � \ _�Z` �PC '�' .9S � �� = J (/i � Q W � . E� \ � REMOVE CB \ q �(iTy pCpR� / � � (/ V � � V1�3 � ' . � � � p W N� � �w\\- / \��.. / . �J`f ' �, � 1 -L- S/o.1�87J6 = ' ` \ � \ � \ � � 2 �� �_ � � �� a - _ _ -Yl- PO �o. l3t .99 \��� � � � �\ \ \ \ \ � ���� � c�� ` `�� � � � Y �a � — - _- _ _ -=`a o �. F \ �e \ ` \ \� \ . / `, \ I Q � �W W O � � � � \ � \ \ �c � � ��i \\ I� esr 4l O �Q ~ DETAIL O � .. p. � � � � R\p ��coN� ��'� REiB�N . e��'e \ \ \\\ \ �o / Q WQ 4�TQ � FLOOD BENCH @ INLET '� � \ RcP \ COO�s \ ��� \ /W V Q �W N (NOT TO SCALE) \ \ �\ BsT \ \ Q �Q � -L- EIEV. 84.0' � � � � \ \ � � \ �\ � � m � TIE TO U t � REMOVE C R , B '� O � � � / NATURAL O EMBAN MENTE�M . . £% x /� Q �$C \ \ C \ � RETAIN \ \ \ � /��/ / W v �� GROUND 3.� \ 3, GROUND' � � \� � \\ °�\\� CONVER\ RETAIN \ o � �M' �,� ^' \\ v v .�W �EV�N ?.� � '` �� F �� U \ O 1BWMH � � � ceor[xn�e d xer-iN �`. � \ �/ � �� FILL WITH \ � � \ � � \\ � � � B � i Fr ' .. � � FLOWABLE FILLS/ \ � \ � � � � EST. 770 TONS CL455 I RIP RAP � , -' � \ � ce \ � O �`�-Y2- �QC� l0.1/+36J4 = \ O � � b= 5F7 - 14FT VAR. EST. 120 SY GEOTE%TILE � � � � �J N O � B= 2bFT - 32FT VAR. DDE = APPRO%. 560 CY \ �� � � /�p \ � N aN d= MIN.1.00 FT. FLOOD BENCH SLOPE=0.19% 1 \ . �\ � B9 F \ ,�N I tx(,\- �O, lO��.00 �� �� � a � cHeR�ES waue�s ,Y�� A TB D �,e' % � \ � >.,. �� N � �N sik. n+�o -�- �r / � o \ � � � � N N V � � � � � � � �� esr / � �� i � � � � � � � O O �� \ � µ � � � REMOV 0+/- L 1 � � � � �` / O� � � . Q � 0�5 O \\ FLOWABHE FILL � � 4" RCP �� \ � p���NEnN� X�// Sq i \ � \ � /� - ❑ �B REMOVE MH � NE` OW�� � � � � � \ \` V c. `, - � -Y2- PT 510. I/+9�6.43 � peto ��� � � � � � �> � �� / � � ` ge.g02� \\ / , FILL WITH ' � \ S FLOWABL �y � � \ � � \ � � � '' °� coxc � END CONST RUCT lON s � � � / \ F �� N� � - to.Jl+42 � � `�' BEGIN CON ' R lON ` -Y2- POT S�o.12+34.00 cs uNK -' �. - � � -Yl- POC 5/ /t50.Ob � � tveE "� y � � � / /1. � � \ � � 50' ANS �\ Y2- POT SiO. l3+Oi0.00 ��\ / g� � a� & � � -E� �-� \ • � \ 4 j`� y��/���0 � � � � � ° � � TO �� TING � � � � ) - �cs � `,� � � X� A W � �\ � //\ \ � . � 15' ` � TB�J� � � �� 0 � � � � \\ \\\ G9 \ \ � \ � REM IPE / � -I � �I. ' w/ � � � / � \ � � � � / � � \ ;o � � . � � - ..... s j �P. , � z y �� � / \ � /y� \tn � � \ / /� i �5' \ v � ' C�I �� �� i � � i �� � � � ��� ° P ��i e2 s° ac iv� A �1� Q' �,� /�� � J1 � 'y �� � a a�� /�� t �5• a�a i Zi 1 � ` / � ReTy,� � 2j 9c � �� V r � L �-'� ' //// i �� f �\ �/ � � � ' � � ov s. % � O � � i� /� � %/ � . . E�P � / 65 / / � MH � RETAIN v�`_ � � z ��' , /� � _„ � j / � 5 / � ; �%j � . � o PE�nniT �Ra,wiN� �i�� i i��� ����-� � � �—� � // �g �Q � a �� , � _ � ft � f� / / ,, �/ SHEET 3 OF 14 V � �e' .a�F 'C�N� ss �"� � � W v I / W � � � � � � 0 � ! � � �I 3 � Q � � � _ � 0 � � � m / N � c a 0 / � C � � 0 .; w �, �� � � � < � < � � � w � � / � �� v z N • �,� c �� � �� �� � � °w� o N � �� Q�. � _ �� � � � /�m � V � � DETAIL N fLOOD BENCH @ OUTLET �NOT TO $CALE) CONCRETE SLOPE -Y3- ELEV. 82.6' PROTECTION NATURAL NATURAL GROUND 3.� GROUND K,YF N , �.\ Z\ d GEOTE%TILE KEY-IN � 8 3 Fr b= OFT - 17FT VAR. EST. 510 TONS CLASS I RIP RAP EST.600 SY GEOTEXTILE B= 23Ff - 34FT VAR. DDE �= APPROX. 900 CY d= MIN.1.0 FT. FLOOD BENCH SLOPE=0.19% STA. 25+00 -Y3- LT. � `��^� J �0• �� y�ti V��� � � � �� �� � , \ � MTL CANOPY - / � \F/ CL B RIP RAP � �� 87 � ¢ � �� � "'`°�/ TIE E%ISTING DITCH � TO PROPOSED DITCH � AT FLOW LINE C\ �Vq� 8 � : �'�S,ps ? �� D �N1 / M P �r� p�tF� e� � 0� � . � � e�ev.=as5 , , �, ��- //'' / SPECIAL LATERAL V CH / SEE DETAIL B � L ` \ � — _ '°�c�;.N-, � � W � _gn.�,• m � � 85T lxl ' �► 0 $Ite;l S I te 1 \ REMOVE �REMOVE PIP �- \\ \ �/ / r �5. C �`- ° "" __ � � �� ��_---��T-- ) / f\ � 24REMOVEJ \ ,�/,� _�+/ \. \k / �' �Q / /�j .a l �`i � � �.1.`�7�`,,l;jil�!./s%'I — �,� �ep � ili�y ��1.1.1• . . �— / /// / /� / / / / �j / SS , � r — — / I I� —� �REMOVE PIP �___ P__ RE�B � (� �°N j '�qr Cy ��•r FS FF l SyFFr �--�c �rs 1 � QEtp�N�N� / �OHC /� / ^cEXIST TB / CIJLV 'f�ze� `S : EXISTING RCBC ONCRETE SLOPE tOTECTION�s/ � . � . o.— � �� FLOOD BENCH ,WE Q ETA�IL NET SE� I il - _ wl I `^' \ \I I � ��� _�— — — � \ . — � 18 RC\ I�' I 0 � � PROJECT REFERENCE NO. SHEET NO. B-4490 /3 R/W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER FRELIMIN RY PLANS DO NOT USE FO CONSTRUCTION PLANS PREPARE�BY: / j5�82.64, �� � %I5T TB � RETAIN � tOP'9 1NV=8 * N. `O' � � � i � _ � -�i- - RETAIN � ;�-- - - � II I RETAIfJ � / 2 II / d / � ¢ ^I �// � 42 � /y / Crtv OF / �Y, kAYETTEVILLE O � `nl / � I 1 � RETAIN O /�/ f �kkr�rv l�n�/� .T r �— � F" O � W� � RETAIN � = N N \ � �� W ti — ' / � �- MOVE APPI�OX. / / 1� � W N E�IYARD B. SEi� � 1 LF O�P1BE i I � ccoao�"c SPECIAL IATERAL �ITCH SO � i �oNC� � CB � ONED R CB � N O � i�� INV_97'll• ' � CB CB Z F" SEE DETAIL U G�p��j / 1g w/MH \ 4� / 1 TO C N 44 � , � � R MOVE CB — - � a - - � � \ / � iYPE UNKNOWN 15" RCP-IV � � � SIZE & -- u � RE� Tq— J esr ��.� Q s-�' � �� / °a�'� � � � —� �� M �q � � = -- �— RETAIN � I -- a S � REMOVE CB �� -- 'Pq\ �= — I —� REMOVE CB ¢�,'�i (� �� O,�OF.T �- = �� � \ —� COLLAR AND m � � a•�� � — — � � -->� E%TEND � �— �"`—�� � � ��� �s � � i � p� '� � i — � � aomc — 0 1 = pgANDOTILOTY OWNER — � _ _ e _ _�- � � � - = ���� _ � � �t E01 ��= 30' �1� � — C,� - � ELEV1I 90.0' — � _ - - - RETAIN � �'' _GeA� � � � � � �F � � c- 1NV=8��� - I �TO O O� I � � — - � CONVERT � _ 1 _ - ��'�'T� -- CONVERT TO J6 W/MH �8 -- ►i% r0 ro W� I N+ � W� N Q z N H J ' v� � � G � — >� � SPECIAL L4TERAL DITCH � I � � _x- - �- - CP — o � � � � � � _ J_ — � o SEE DETAIL 5 q^, ELEV.=90.� I 8 �� �- � � � � � —� � � 3 � /� ���9RETFaI�IMTI LT tl w/MY1 � u I _ _.` _ _ oRp,�� — — ' — —TV �o— — 6�c���/� 1a\ — � �/ BR� BLVD 79' BST 1 z — � I OE'(O = �_ _ _ - _ � _ ° � � � \ \ pE 70` JB� RETAIN �/ � � ► - a � � � VtP' 15' ftC� - = rv vo2B - / � � � � _ G p WER` _ �\ 40NVER � RETAI�L. - _ \ \ IN � � —�QiL ELEV.=90.8' — �• �� - � � �p� � � / � � � \� ro �i � / - � � _ CONVERT TO 1B / � - / � QcQ / �,Rp�E T�N � ''� 1:J — ��� — — �— GB � ��p ON i9�DT / R SEE DETAIL E i Ti %i / / _ �P � _ / � ' / y� EX6T�NG� .�'n/ — — — 1 — — T IRON — � II - � / RETAIN _ _ _' ' � POWER � �pi'��� �pgINET RETAIN � _,� —r—=_ d , __ .� 36• � � 1 " — _ -- — 1 —� — ------_�__----__ — / --- _ _ � _ \ � qCa 30• ��� i � �FO t �X� � _ L _ J � _ u�rmnr — �4 � �w� � �� - s --�—TOP=9iN 5�87 34' ` _, - -y /--X�rX JS� _ _ a � � � — � ��� --- - - � � - `�- _ _ _ —X�X MEiER � - � .. .. .. .. .. .. — — — -� �x � _� / . .. .. •— — � � � ss i X " cs � — � �— _- _ 72. c P x—X J��x _ rc , . . . . . . � � � - � � . . . . . . , . . - '� � �-_--- � �X °�" DENOTES IMPACTS IN Wpp05 � � � � ��x X �X ,,,, ,,,,T ,.. .'..,,,.. SURFACE WATER q0' 0' 40' \ � ?y, \\RCa v �� L W000� DENOTES TEMPORARY GRAPHIC SCALE IMPACTS IN SURFACE WATER PERMIT DRAWING SHEET 6 OF 14 � W v I / W � DETAIL N — — ° � C� fLOOD BENCH @ OUTLET I � �NOT TO $CALE) CONCRETE SLOPE ��O \NOTE: ALL EXISTIN- PIPES TO BE RETAINED AR -Y3- ELEV. 82.6' PROTECTION I �3j GI�OD CONDITIO UNLESS OTHERWISE NOTED NATURAL NATURAL � �S`e� � \ REMOVE C GROUND 3.� GROUND i� KEY-IN 3, ,/� � pr Z'\ d . . . , � ��/0� \ REMOVE PIP � , GEOTE%TILE KEY-IN " � 3 FT � 8 � � %� \ � �S� RCp . EST. 510 TONS CLASS I RIP RAP �� �� b= OFT - 17FT VAR. EST. 600 SY GEOTEXTILE ( '. ��1 I � ,q C B= 23Ff - 34FT VAR. DDE �= APPROX. 900 CY � � \ �� m� d= MIN.1.0 FT. FLOOD BENCH SLOPE=0.19% / /� a,/���P \ / y� STA. 25+00 -Y3- LT. � �,P� / � -Y3- PC S�o. 2/+83A4 �� f e+� � \ � 'r �. � F GRASSED V-DITCH o° I � . � j / S 1 /DEPTH=1.0' � 3 � / � � _� � ✓ 5.5.=2n y � �, / s•7 F � . TOP WIDTH-S' . y � I � � � � / [� CL B RIP RP.P �. TIE EXISTING DITCH /� / CF �F/ , L� �'.- TO PROPOSED DITCH / T I �` a� �. � � \ / �LEVL�85.SLINE � SS , � �,.. � / /c . r / \� \ SPECIAL LATERAL V CH J / �� RCP,V ryb � a �' \/ / SEE DETAIL B � I � � �, r 1 — ��� .� f ��SP�N�N�' wp � O � / � � .. �pH4 � .e . � 0 . � / i� 55 / E�(IST TB C � / � � \ � FLOOD BENC ��O — — @ o� E �1- —� /�� � /z ,s/ x ',. '. " . '. I � a .. .' � . I 4 Qrlf/�'. - )�J r��_ / DITCH 'NVER7=83.9 Tg � � �v� � PROJECT REFERENCE NO. SHEET NO. B-4490 /3 R/W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER FRELIMIN RY PLANS DO NOT USE FO CONSTRUCTION PLANS PREPARE� BY: �, v��Q � C E WALL i$/82.64' ��. R E EXISTING RGBC / . - ��I• �- 5 � ONCRETE SLOPE �.�. ' , , A. _ ya OTEC710N S '^ ��i�'J 22 � . M1e . , `� �, . .co.c�a�tp�Nj` j0 i'• -�. ` N � i � ss / SS I I RETAIjV �e, . � �� � �e 0 3 1 / � �Ny.B43B" o ti.Y ie�te .. � 9�.i�'� � E�T TB /� UI I /// � � � �°' . - . I I—REfAIN � . 2 ¢ I / rn, W i0P:9 � / W ' FLOOD BENCH II '"V�8 + �u �//� 42 W � 'a— � @ OUTLEf SE� � ��*a�.e�'a ? . . . . .. WE (�DETAIL N N � C�TY OF � . �*e� �ie . .. - - .. Tg � ' p / X C�AVETTEVILLE O ' a� � ., o ��I � � �.i F � I Q � �,I i� I � r r— � .. . �I,e I — i� _ — _ — — _ _ � �nl � � �/ RETAIN � �J /� .. e� / � . � � I I ' p // � � ETPI ING AlL �J e�P :. �re INV=8/4.5�./ _ .. � � � �L � __ �Y\ M � DI � f � � �/ � ' y REMOVE PIP � � � _ �O��T� � � � \ � � - _ Q T_--- __ -- —�— — — , — i o� � * EXISTING R� \� + // ��8 pC\ I� I \ OVF,� � - / / / —�/%� — v \ � � ^ . .. ��a� a • _ re �re � � ., „�— � 29 �\� ' - - - , , '� � �' � � — Gi \� \ 88 REMOVE � / i /Q� .... � � �� / �c,°`/J / RE B CB �`� � � 0 3 � x \ \ � / / / �\ �� REfAIN — W � C 87 � \ �R TB 16 — � I / W O C �/� B5T c> / �NC -\\ � \ RETAIN� Z QMTL CANOPY . \� �b/ y POWER / LO�� 2!," � � > c � � _� �� ��� y+� � ISMTL 5 � W VAIJIi/ / / � ��' � -p co,vc � � � i ` — — - W N M O V E A P P O X. �� / � I , W = NARD & SE� \ 1 LF E / �/ � � m CCORDING — N � SEE DEfA�TURAL DITCH �t0 q9' ��C� CB 1 —_ I�� To ONED R CB C Q O G�,O��� 18 w/MH /�w� INV=8T'll' — CB �B W�. Q. 44 ° � a�nnove cs �---"— Z � 15" RCP-IV 1/: � � SIZE & iYPE UNKNOW= — u � E� F'� N mB� EXISTING PIPE REMOVED TO IMPROVE y�v 6�Q_� � �,,, / — — — — \ — �� - R TAI�J J � / SLOPE CAPACIN OF SYSTEM /,: �Q -- — � -mOj� — �— \ . -� � RETAIN d M N REMOVE CB �� — -- 'Pa� � �I I�— � mII � } � �'��' yy�� ��'T � � = — 1 � - -�—�� �..� ro pp � J� COLLAR AND � � � 1 — �s� � — ��� m�o j � �— = —= p\ RpiNG �� — i EXTEND — QC •� --� ' CB— I � AB70 �TILOTY OWNER — � � • _ G 1 _�—' � � � � —�� ��•— _ � � �EE01 ��= 30' �'�9 — — C,� � - � ELEV1I=90.0' — _ — — — RETAIN Q — _G&A�� � _ � — �1 � �F�,O �qq�F�, _ i � — � — — — � CONVER�S1 Jb-W� _o / —c— INV-B�. � 'y O � C6 _ — — � � — — � CONVERT TO JB W/MH — —� � � 6' CA - .. . -- o� ~ SEEC ETA�TSRAL DITCH ~ I 8' 01 ��_` � IS' RCP -- � �'R�� I�MTL LT I� � — l� � o M ELEV.=90.6' F'r � � � —� _ _ — / _ _ — — r � — 79BSf � z I ��' OQpj1r � ���TV vo— � � 36-q�i %�.. �. � ,l� � � — / ._ BR N. GBWD � ' I � OEt� __----- --P� ��� �E70C �e = RETAIN / � � � _ � I � ` FP'=5' RC� � Tv voCB — � � � � � — — \ G D WER � GONVER . RETAI�1. — — � � � � — �N � Q ICi � —� �1 � � ��r � -- � — _ � � — CONVERT TO 18 � � �P � � � / � / � � � _ � TO DI — aL ELEV.=90.8' — _�— — � � T �� �� C O � O� D T S E E D E f A I L E � d i l �T �� � �P' � O � / GRADE TO DRAM EXISTING � � � — � 4B i ��— R � > e/ �—j5 �---- � ���— �' • �— ��— _� / RETAM _e� � C BINET RETAIN C O „�b � 1 � -- � — — _I _— _�' W F9 W — — 1 — — 6' LPST IRON = _ _ _ r � � _ _ _ _ _ / _ � � � � � � � , . . . _rv -- — � _n_ �� —v— — � �- 3. Ni � W►n � � ___�--"- - �� ---- j•,, � - ---__--___=----- Rrp � � � + 14 � ----- so•cac � -- �l� � �� - - _ ~ � �F� T � J �� X _ u�rxinr — ` M ����� �� ��=— TOP"9135; �—�`__y_�L.L_� X Cx. _—. . . P . - ... . .. _. - - . E P _. - j � � � - 87�;q•_ — — — — — r /— — — X�� � _ � — — PROPOSED UNDER CONSTRUCTION � y> . � � � � — ��� � -- — — � � _ IN`�_ _ X�POWER 7 .� W r -- — 1AC NT PRO ERTY � � N . _ / — _— _ 5� I — _ _ X—x_ —� �,ETER .. , " .. .. .. . . REMOVED DURING. DEVELOPMENT . . ... X " _ X ' / � � —P X� � —rC— — — , . " �' OF ADIACENI' PROPERN PER PARKVIEVJ V � � � CB � — — =— � � � _ _ �.L C _ _ X�XJ�'� .. .' '� J . .. . , .. .. .. � ... � DEVELOP µENT PLANS � _ — � 7 � _ .� �� Hcn � � � � X�X - °'" DENOTES IMPACTS IN p0D5 � x x SURFACE WATER 40' 0' 40' ����� ti w� J �'/ � -DRI- POT Sto. l5+10.6/ � � ���� � v p oi �� x Q. �z���. r , ��9• � � _ DENOTES TEMPORARY GRAPHIC SCALE �°��� � RETAIN �� I W°°°5 � IMPACTS IN SURFACE WATER PERMIT DRAWING �� �� e SHEET 7 OF 14 0 W C� / W � I 0' 0' I 0' 5 0' 0' 5 0' Backfill Propo ed CulverF with Native Material Native Materi I consists of mat rial that is excavated fro the stream ed or floodplai at the project site during culv rt construction. nly � � �� J� J� 1����� rap may be sed to supple ent the Native aterial in the igh flow culve barrel(s). If rip ap is used to line he high flow ulverF barrel(s), ative Material s ould be place on top to fill oids and provide flat surface fo animal passag . Native Materi I is subject to a proval by the engineer and may be subject to permit condi ions. 1�� ��SA.—L-19+26.2 100 YR WSE =101.40' � 3 EL14 X96RCBC XIST. 3@12'X9' CBC 50 YR SE =100.3' i SK W= 42.2° O BE REMOVE 100 �'--� ......e � TB LT T RT , ROP. ROADWA � � �_�--/ - - - '/ -`--- - - - ---- _� i �_�___ �� ,�`__ -----= — - __�-___ � — — � _ � ._ � `r' OH 85.0' � \\� - � � (DAT 03-2012) I I a------- ------- - ------------------------I -- --- I-_'----��------- ------- °°� V O � o E ISTING BED a �� � INV= 1.8 a "� S = .19% w � Z 2 J I = o U o� m � � rn c a FLOOD ENCH @ INL T CULVERT SILL INLE OUTLET (NOT TO SC LE) ° (NO TO SCALE) � NE BA REL SW BARREL �� �� ° -L ELEV.84.0' G ound Ground � EXISTI G STREAM Ii�ISI�N F HIGHW YS o EMBA KMENT z� i- GEO- �� NATURAL �_ _� NATURAL TEXTILE UM]BERL N� C�UN Y w B NK SLOPES 3:1 N� GROUND :� � GROUND B NCH SLOPE 2:1 SW BARR L SILL HEIGHT = 1 T. y y F- Ki FTN ?� / JP.�' LASS I RIP RAP KEYE IN 1FT NE BARRE SILL HEIGHT = 2 F. R�JEC'd': 3 727.1.1 ���� 9O� a a KEY-IN ° ' " � B ' FT N�R �LI� S�U HERN 1� ANID N .V � a'a EST. 170 ONS C�,4SS I IP RAP HILL.� R� S�°R E�° �N N 2� % 210 o�� b= 5FT — 1 FT VAR. EST. 120 Y GEOTEXTILE �,� = B= 28FT — 32FT VAR. DDE = PPROX. 560 C � g� d= MIN. 1. 0 FT. FLOOD ENCH SLOPE= .19% 1HEE�' 8 �F 1� 8% 18 % 15 0 W VJ / W � 10' 0' 10' 50' 0' 50' � � � � a w z J _ � EXIST. 3 12'X9' RCBC Q TO BE EMOVED �� O � � � STA. -Y - 22+47.30 i 3.P�. EL14' 98RCBC i SKEW = 3.7° TB RT , TB LT � OO I PROP. OADWAY __„---- - - - _ _ ------- --- _ __ , �_ _---- _ ---- ---� 90 -� --- — — — — — ---- ---- — _ _ � ---------- a � ---------------- -------------- -------------- - o -- --------------- ---------------- - �., i i � L I I � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � I ���� ���� � � � � � 1 � 8� ° � 0 Q � w � iNV=s�.o Z 5=0.19% EXISTING BE �� _ _ U � O OI a � � m 00 50 0 50 00 � � CULVERT SILL WL T/OUTLET 3 (NOT TO S ALE) a � FL OD B N H TLET ' (N T TO SCALE) CON RETE $LOPE �ou d �— — Natural c � Ground IVISI�N F HIGHWAYS � -Y3- ELEV. 82.6' PROT CTION � NATURAL �_ _� NATURAL 2 '� EX�TILE CUMBEI�L NI) C�U 7[°Y �� GROUND 3.� �� �-- GROUND ANK SLOPES 3:1 y q� ,{ W KEY-I \ % `j'1 ENCH SLOPE 2:1 SW BAR EL SILL HEIGHT = 1 FT. ���JE��: 3i27.1.1 �D� �190� �I LASS I RIP RAP KEYE IN 1FT NE BARR L SILL HEIGHT = 2 FT. � 1• GEOTEXTILE KEY-IN • ' � � B� 3 FT N� F�LK S� THERN R ANID N � b= OFT - 7FT VAR. EST. 510 TONS CLASS I RIP RAP �II�,LS ��� S�°R ET �N C 2� % 210 �' �° B= 23FT 34FT VAR. EST. 60 SY GEOTEXTIL o�� d= MIN. 1 0 FT. DDE = APPROX. 900 Y o �' �_ FLOOD BENCH SLOPE 0.19/o SHEE�' 9 ��' 19� 8% 18 % 15 �°� 0 w � � w L.f_ WETLAND PERMIT IMPACT SUMMARY WETLAND IMPA T URFA E WATER IMPA T 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) 1 L Sta 17+54 to 19+62 3@ 14' x 9' RCBC 0.11 0.06 167 7 1 Y3 Sta 20+40 to 26+10 3@ 14' x 9' RCBC 0.29 541 1 Y3 Sta 26+10 to 26+47 3@ 14' x 9' RCBC 0.01 37 1 L Sta 18+00 Lt. BANK STABILIZATION 88 2 L Sta 35+75 Lt. 48" RCP < 0.01 63 TOTALS*: 0.40 0.07 859 44 0 �`Rounded totals are sum of actual impacts NOTES: The existing culvert at Y3 Sta 25+00 LT. will be removed resulting in 90 LF of the stream being day-lighted. �Revised2015615 ��Y1LiLi 1 14 VN l�F �