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HomeMy WebLinkAbout20180561 Ver 1_More Info Received_20180629 (2)� a� 3 Z � � � _ M � � � m a � N � C O .� � w � .� a� � N U .� M � � v m 0 � v � � � � o0 � � N m � ��� DENOTES IMPACTS IN PERMIT DRAWING SURFACE WATER SHEET 2 OF 5 50' 0' S0' 100' 150' GRAPHIC SCALE �'�; � ArariEl rE �. oau�:,HFrv _J � \\ \\ 6 \ �, \ \\ \�\ �� ��\� � � \ \ \ ` / i � ANNETT� L. �AUGHCII' �� � h � iH,�,o s�i�i io �»��, ond, i.o�m� . Grode � GEOTE%TiIC rra� or���e�= � roNs.a n x��a�a�o / g�rc. ;;_. �I lr� �._�i. � n 2� / �� / / /� a �� � 3 s�i��e� wa�e,s � � , % E��E . / -�� c_ � �;f` � / m . �,�, , � \` \ `\� � � \� 1223 ]ones Franklin Rd. ��\ ETFIERILL Raleigh, N.C. 27606 ENGINEERWG LicenseNo.F-0377 � sus: 9i9 asi eon � Fax: 919 851 8107 TRANSPORTATION PIANMNG/DFSIGN � BRIDGE/SfRUCRURE �ESIGN �� C1V14�DESIGN-GIS/GPS-CONSfRUCfIONOBSERVNTION � � w�n�on �s euTCH H��wnRo Fnmi��r � Z � �_�� �\ � � \ �� \J� » �f� �� v� � ✓ � � � �_ >R 13JI1/BBSTI �— � —� — F r � � �� � � �7— H w E� \� WANDA & CiUTCN HOW/RB FAMILY PROJECT REFERENCE NO. 1 SHEET NO. ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER C,,,oQ`N��CARO`/,,,'' C,��op'�.E55/RO��N�' : 2.�FE55/pN v : � 2:'pF Ory�•;r�:� �: : Q ` SEAL i ` SEAL � : : 21176 j 4i 34349 i� .�'F�'GINEF�'� �.G!'':�'�GINE�:E`�a,� ,,I,BOB � ��u � ��,,,,.`� ,, 9,. I'O' OP,,,�. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED FALSE SUMP i o � s�oi�i � S=Ditch Slope � �TE YroposE — FROM STA 16 25 RT DETAIL A SPECIAL CUT DITCH � N„i ro scoioi — �n:, . � 3�� sioa� G.aund �/ p F\��\e` —Min. D= Voriable. FROM STA.15+50 TO STA.16-31 LT DETAIL B STANDARD 'V' DITCH � nio� io s�oi�i Noio•ai G�av� :) Groun o eo� D �o��o� Min.O-: Vorioble. fROM STA.IG'�. "sl TO STA.16 i 80 LT SEE SHTS. 5-1 THRU 5-19 FOR STRUCTURE PLANS. SKETCH SHOWING BRIDGE /PAVEMENT RELATIONSHIP 6.5' L- SIA. I6 I s/.// -l- STA. 17+50.23 I � � � � '� I � . . . . . . . .-L- . . . . . . . . . . . . . _ _ - i ' � . . . , _ BEGiN GRApE Pl = �5+25.(a0 8L- I t EL� 5 t PI = IB+25.00 Pl =/9+75.00 END GRADE —�— � . _ I Ii � ' � -L- STAl4t50AD EL = 4093' � EL = 9/.84' EL = 40.4Y 50 �i i� r- i�1 � j ; = vC = �� ;� vc =�5a ` vC = �sa �_ + Ao � � � � , . . . _ . . . K = ll7 y�- �- r►�s K = /20 K = 2U _� - - - � � � 100YR WSEL 385' "B I � y O S = 5 5 M P zS�R WSE� 3� s� I _ P D S = 5 5+ M P H BRIpGE HYDRAULIC DATA f+1030/8% f+J030/8�� f-,1�U9503% DES�GN O�SCHaRGE - n00 CFS i_ ,. 40 �t� L�� � -- �- t+1►5867'/. o�� _ --- — t s iRm r<�a � - /, f-102400% � DESA"iN FREOUENCY = 25 YRS � DES�N MM ELEVAT�N � 372 FT -i — -- r— - -- — — — =cinss u ei� � , � � � I - : BASE dSCHARGE - O00 CFS -i— — � � T' �� �� � � _i = ---- 1-1'1J579f !-� - : . : � � cu3s�iPeie rsar - :- i -_-_ - - - -i-_ � 1 ' - BASE FREOUEA�Y - XaD YRS - -I � � � XD -- � r" as [ - . . . _ � : - - � - -- 1 I . BAS£ MY ELEVAT�V � 382 FT i— — 3Q — � .?•2'�/'/,J5' � / -excnvarei$ e�v.a.Q �L�L :- OVERTOPP/HG O/SCHARGE� 2000 Cf5 - , �, _ ' . ��, � � � L �', � , BEG.I_T D/TCH _R � � ` -- ox I�nn=�aia-----�i- , —=' - : OVERTOPP�NG FREQUENCY' >500 YRS _--- — � r , ''� � N I , � I _ �, i =' _ . - ____ T _- � � '� �, ,-: ` , :==I � r — ��� $ I I/ wsE r pyERTpPP/NG £LEVATbN 3�4 FT i i '� �+`� Ex�A�a ro � i� i a -- -= i _-_� ; _-- - ELEV 36 �' _ �� �� I I I= -;- i-- �— ' = narE � suAVEr - o2-a-n '- � � � _ � `;, _ � —� ws.EcfvnraN ; - � - i � --' -- ' - I - �� -_ --- -- ' - , - - - 3G1 FT -- _ � ! , . �, � . ; AT DATE OF Sl/RVfY . , � . � :: . END LT D/TCH GRADE ' ��_:__ ' � � STA16+31 Ei = 30b �_ _. _ _ _ - - , _ _ ___ _ _ - -- i _-- - - __ ___ ___ - -- - -- ,� � _ _ _. __- ---- - -- --- - . --- ----- ---_ : - - - -- --_ _ -- --- --� - ----- ----- --- -- ' 15 16 17 18 19 20 50 BEG.GRADE -L- STA15+4733 -r- i +i4 �� - - - _ / � � � - � � 40 � � � ��i �'I�I , I ��^ _` �n �Q �� A ........ .... .... .... .... .... ... ..... ... . .. ..:�.,.. ..... ....... ... ....... ...... .... .. . .. .. . ... ....... .. .. . � . .. . .. —Y— : -- -- - - - - END GRADE —Y� — -YI- T II+I *+ i � , � � � L= � � 5 ---r - � T�I� ��-rL _n -r�=�-r rL�iE ru BEG.GRADE � BEG.GRADE r � r r r r r � - ' - - rl- �-- � -._i � ._i -� - --1 � �'� I- '� I� f I - 'r -L _ T l + � -Yl _ T ll+ . . �, C� - - - ��_ L. _._ i. ... __L. ._ _ y_ � ._._i. y. L. _._i�i_ L. . ._ �� i�_ �_ L. ._ _� . . i _:_�_ _ . � - �. ,, ,. � . , � , ���. F � � , � � � .....��� �..��. �.. . �� � �� �_. . . i i � � _� I I I I �I I I� --� +-- F ' + --I ;T ' � r +�iA423% � � - ,-� -- ,�-- � -r�„� �-, ��--� T� -,� � ,-r�- T -� ..��_ , -�p5 - - - _ � �o= 4 , _ - � � _ _ � � — �. _ I 1 � -- - � L :-��� -�� ;, � L � , � � . �,, � .�� �� � �, � --�: :. .T�... T... .� . � ,� �� �� I I ,� �� ._:_. ... . _: �_ _ ---.._ �� .__� �,; _. .. .- •- � --•- -�.�—,.:.�:_..�: . ._ r.�� ._. ..__. � �._. � .�-_ .� FI I �.I F � ._ I�. F I � � FF � ' :. END GRADE 3 -- - - - � _ r T��T��. � F I ����._�__ - - + ._ .. � ._A , � EL = 38.72 II 6 10 11 12