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HomeMy WebLinkAbout20160728 Ver 1_670132_REDLINE Drainage_20160815N Z � W � BEGIN CONST RUCT ION� -L - ST A. ll �75.0� 0 � �_ "^ � I ' �' - I, � � � �i � DICKSON FARM LIMITED PARTNERSHIP DB 1540 PG 83 ; /7' INCe 0 � � _� . .� � �, BEGIN CULVERT -L - ST A. l3 +37 +/ - �� ,, rSta.= 13+47 QM#� Q= 1.4 cfs EI_EU=S�_n V= 4.0 fps '- `�06105' E= 1948570' �= 0:�29 wfr ��I �ATIGN 7+�2q 44' LEFT _ liner= CI , o n- 0.04 ass B Rip Rap �'�� J�_�FI I��- Si IKE IN 14" SYCAMORE �---____ \ _ /�' � � ��� � � ��� DETA�L 1 � � �NCe % �I SPECIAL I�ATERAL �I 'V' DIITCH - � � Exis i iNc R�w � - - - -� - --�,_� �- -\ \ C / / � � � i - � - - -�� , - � 7= _ -. � � i �'r � I� �cJ� -�__ _ / �� �- ,- - _ - ; � � � - - - � - - - � � - � - - � _, �-� � _; , _, - , � °-� ; _ � ,_ ,._ � r - � � � � �` � �� / . - � , / � F - � , , .; -, N �_� .. -� � -_� � J' �-���- '�v-'-�v- ��.����, , � �, � ` � - � � _ , � .< ,� .! ; _ , , ,� ;_� � ,.� �� - �- �--�-�--��=--_-� __ , / 6 L F / I , � / GRA 35 TL-2 _ I � ` �' --- --- ------- --- --- -- -- -- -- ------ ---- -- -- --- - - ----- � -------- , J = ° � �, , o 0 0 0 0 -- -o ---- o o/ o " -- �_ � ` � O O O O O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - > Sta.= 12+25 ' c -'�_��� - '-T- Q = 1.8 cfs � - � T _ _ '�--3.�f s - _ - _ '\ ,% / - - ` '� � GRAU 350 TL-2 , � �� ��i ---a=-o.�t� �� 'B EZAI L 1 C - ' - � SPECIAL LATERkL�V' DI'�_d-_� �� 5= o.osFf�r � , � -- ---'-'°- 2 TN CL�'B RIPRAP n= 0.04 � � -- Liner= Class B Rip Rap � 7 SY GEOTEXTILE � � � �" � ��� - Exis iNc ���w �� � � �� � `t � DETAIL 1 � � DETAIL 2 /�8��� �'��; � ��� .r��� ��� � � � � ���� ������ SPECIAL LATERAL 'V' DITCH � R�� RAP AT EMBANKMENT _ g�- � � �'� `�� � _... �-.:-�,,..,_- -,,,�-��,^y, �,-�,r.��_,...�^ _ (Nottor Scale) ,�� otto�cd ) � L/ /�,ii,, II �il�' i���; I� ��. ( N le � '� � � �� ' � '-s` �' � =� '-� � � _ � _� � � �0 min.� _ � -,_ ,_,--; ' - �'� -,�-, ,-, CLASS I RIP RAP � I � � � � ,-��r �� _ � � .; � SEE INLET BENCH P AL ' � �I _ _ > � i o , _ L� Di - , ��a-T�L I RiP RAP � - � �� �� Natural 3.1 ��t Slope � ��i, de� r�����- � 1.5 r� �` _ - Ground _�•I p F��� /�' fO '� �,_; r� "`� 1S 43 $YfGEOTEXT � -_� %%� � � d� �� � =� - -- �$--/" � GEOTEXTILE � ;�_•J �S ,/ �,-='` � � INSET �� SILLS 2' Geotesdile % �% � � � /� ��° � Min. D= 1 Ft. 1$ p -- " ' PROJECT REFERENCE NO. SHEET NO. - _ U��� �r � � - _ - � -.��s� �� �'��� BRIDGE NOo 670/32 � 178Po7aRo87 4 � �� j �� r , RiW SHEET NO. �� � �-°-� �S �---� � � '�� ROADWAY DESIGN HYDRAULICS ��� � '��`� � /� � �� ENGINEER ENGINEER ;J /�, ' /� _� s aNN�uxiMaTE �ocnTioN � ��� �`' � JS- �rti,�'-�' ',� � o� 2o hioo Nc�or PERMANENi �� � -,,_ DRAIN/a! E �ASEMENT �P r __ ����- v �, _, �y �v �y De �8q2 PG 78 _ ���� ��- - - � - � �A�I ������ �L � ���1\I � � � o��� ��_ �_ .r '_ Pl Sto l5 +13.85 � �� N�� ��� ��� � � � ��������r�� � �ETa« 2 ��, s S ,- �-- p= l3° 43' 48.7" (RTl RIP RAI� AT EMBANKME��''' � , , „ /V , I��I�' II��I�I�I�T��� �II���T� , ,i - . ��s I �, � D = 3 4/ 47.4 � Nq� �� �R� �� ��� ��� ��� ��N��������� iN�,ET si��s z� �/r� � � ,� �' �� L = 37/.44� � � � � ' � i� �/� T = 186.6/ �`' � �� �`�`�' c�,ass i RiP R,�,P R= 1,550.00' '�� ���� ���� SEE OUTLET BENCH TYPICAL B-B SUPER WAS REVIEWED A = 111 Ii �/ '� � 71 TN CL I RIP RAP � `35 � Pre ared in the ,� -�,� �k� i'� ' � r SINCE THE PROPOSED RO S- p Nc FiRM ucENSE N• P-os39 � � ��� �� , 100 SY GEOTEXTILE /�� - 03 Office of: so4 Meadowlands Drive � :�� � � GRAVEL, THERE IS NO HYDRO�LANING �� ������� Hi��seorough. Nc z�z�s ' �__ C�NCERN$ W�..�AT$�EVER ❑°�G"""°E"'°'"E�'"�°E""K� (gl9) 732-3883 - (919) 732-6676 (FAX) , -� , Y� --- «:� � ����� �� � � �� �� �',� � ,=��, �� � � ROADWAY PROFILE � �7� �'� ,`���x�� � �y m LOW POINT AT � � � ��> BENCH STA. 14+28.12 N �NCo �_�% ,� _,���,���; �� �' saG � (� END CONSTRUCTION wi��iE r. c�aYTorv - f`------- ---� �_.__ -L - ST Q. l5 +25.�� LEGAL REF. 96 E 496 � � �- �a Z � --- --- - _ - ---- � - --- -- -- - , - ---- � �, , � `��-'� `_ �_;_ _ �- _ �_� � _ - _ _ - � . ` "'`� ti�� r-, � � F � - � -- �, -' � , � X / \ .�_�� � .____- '-- GRAU 350 TL-2 � � _ WooDs , � ; � � �, �� - --- � -�- L�%_ T � - -- .. , ���� _ - - , - -- T. _ � _ � ; _ __�.�_ _ _ -� _ - - _ - -- - - -__ _ � . -- ---- _ F � a> - - - - _ �� � , - - «_ � - cv - - - - - _ _ -° ;_ --- riNc XIS p - R\W - - � i ^ O ' � N- _�_��� _ � ` ` � . O M - O> -�__ p �y. - �-�'1�C L;.r � - � ' - - - - - - O - - �W����r w - ----- - -- - - ---- - - - � _ � - - -- O _ p M - O � h � 1 � � {� ��� � Q � � GRAU 350 TL-2 , _ - - - - - _ , , _ __- _ , � -� � � � - _ -_ , � /_ -__ _ �� -� �-,� ,�_ ___ _ ��� - ---- ; __- �� �, F ' -i _ �, �- -- -�--'"� _ _� �� _ --- ------ 2 TN C�L � RIPRAP � � � � �2ETAIN i � _ � � � F - - _ _ �� T� '�'� ��i��_�� � � � ii , - - �-�' � \ / i � ' - - - ° . _ ' - ' ---- --------- -- --- - 7_ SY GE TEXTILE C � �� �� RAD E O � �� �X� � - - _ - -- ------ -- --- - -� � --- � ��� DRAIN x X� , fia. 1+62 � --- C - --- �' �, q8„ WW 'V= 139 i��s��X_ �� � - ---� _, ;, � DETAIL 3 � d= o.s � �� SPECIAL BASE DITCH n= 00�5 � ��� x�-X��, ��� --- - --I_---- --- Liner= Grass � \� � � ^� � � �- - i i '� ME T�I_ GATE �� � O � , i - � � �,�-� �, �-�-�1 [? T 3 � ,_ STANDAI�Q' B� �Ql�� � � � ", - Zc�" i- �p � �, _ T e of Liner = Glass I Ri Ra ` DRAINAGE EASEMENT �� , � � �����n� � - � � ( Not to �Scale) � '-r � CAME OOD Max. d- Q!5 Ft. Yp P p APf'F�',XiMA i� �taCarlON ,� � - p T e of Liner= Class B Rf� �-�ap i Quantities Included in Outlet Protection lfbr C�vert OF �0 r Uu' N��� i PCF;MANENT � �A POLE � � _Natural � Natural Y L STA. 13 + bl + -LT �'-�'�� = .,- oa �33z P� �s� � � �nd ?• � FROM L $TA.11+75 TO STA. 12,+�5 RT � ��� � � �� � � �e � ou�d / � � FROM L STA. 12 + 75 TO STA ��;;� 47 LT L STA. 13 + 40 T' RT ��,; .- �� , LISA R. WINSLOW � '/� � � � � DB 3655 PG 449 �p � � � �� � � � - � a` �. � � � � � � � � / � � � � PC Sta. 13+27.24 ''�� � �' , � _ �� WILLIE T. CLAYTON EGAL REF.96-E-49� \ END CULVERT -L - ST A. l3 +59 +/ - v�C�DS d i � Geotextile B� Min. D= 1 Ft. " Max. �d = 1 Ft. (� *When B is < 6.0' � B= � 2 Ft. � �� i �pe of Liner= Class B Rip-Rap STA. 13 + 50 RT r � _ S = 0.003 FT/FT MIN ` ' START ELEV = 599.0' L= 8' ��� HAZEL OVAL JONES JR DB �377 PG 600 �"�. : . ��� � ��� , �� �� � � �� ��� � ��� ��. � ����� �� � � �� ��� ��� �� � � �� �� �� �� � � � � ��� � . � � � , ` �; , �j �� ;.,,�� � , ��- �� ,_ j �,_��_ -�--- -_ _ _ -_ - -- - -- --- - ---- ---- - -- - ----- - ---- ---- - -- - -- --- - -� , _L- S R l 500 (ALLI SO N ROAD) � - -- - -- - - - ---- - - - - - - - �_ � � �Er ENCH r�r - � 1 ICA A A � �. � _. I I I i I - ----(t€f �I�Ffi�-t13@IftFY AL _._._. . _- -- - _.--- � �� _ - -- - - - CLASS 'I' RIP RAP L n O ~ I � W/GEOTE TILE 620 ,, � '�_- -- - _ , � , , ' '-_ �`` `` i i i ` � � � � � � e OL 616 612 608 604 600 596 592 � � o� �� �Q�, 588 �� � �� ��� � �N� �r� � 7� C � � �� ��� �� � BM #1: BENCH TIE SPIKE IN 14" SYCAMORE � I' - - `� coi FisER - � � � � , _ - ! -L- STA. 12 + 86.03 36.62' LT i -- - _ ` . nn rrwc P�� � `_, �-� . I -___ _ - -B � ` ' - _ _ � + 81 93 44 8 LT I -- - - - - _ ��, �, � c�,ss � � - �� � ---- , � ` �' _ - � • • S T A T I 0 N - , _ Fntexr� _ ° - �.._._. -._ .- .. ._.___ ' L- STA. 7 0' c s�i� RIP P� _� i . �� ' - _,\ �� EL 609.70' 13 48 L- � � - -- _ _ � ' � � � � ' �.� � � E�Eva=6o7e24 �, -- END GRADE ,.s �;�� . �� _ _ �,; � ,.s- �m�A� _. _ . . . � � W/GEOTEXTILE I _ � � _.. J ,� , _� I � � ����'��.. '�_, . _ ° I - -L- STA 15+25.00 - . _.. � � ' � SKEW 117 � � ° _ ; ; . _ . . . NATURAL GROUND . I I i `` . `� - I - 2@ IO�X6� i � � KEY IN. 1_0' I _ , i - E�-6�7.63 UPSTREAM I _I I i _. '�,, � \�� \' ' _.__! RCBC I � ROADWAY PROFILE -- - sENCH KeV iN i.o' _ ._ _ , VARIES � I LOW POINT AT -To io- _� _. � _ � '� ' Pl = 12+70.00 _ _ __ 4 _ �. . - - ` '`'` � \ ` � � , , , � STA.14+28.12 _ _ ____ , _ � . , EL = 608.05' __ _--- _ I _ ---- - --- i� � v. ` � NATURAL GROUND , . . . � = Pl = 14+50.00 .- �----- �� BEGIN GRADE ,� � '. : _ ` J8� �� ` � \ VC �6O - N � � EXtSTING � � � _ - DOWNSTREAM _ � 2 ` , � • _ - PROPOSED �. � � i ._. -L- STA 11 + 75.00 ... , , �, � , K 23 ExisriNc = � O ' � � - p - . BRIDGE VC = 5O 30 _ .-'� ', �; .. . Q�'� , /,;;' � � �\ DS- 2O/)'1 h Ro c�a�E R� �wo,�E � EST EOTEXTI LE = 43 Y �i EL=615.50' � , -_ o K- 55 _ _ ,-" ' EST COIR FIBER MATTI G 7 S i . i�i _ Q i � ,, ', , �` i i --- - � _ __ _- _ o __ _ h - - _ i i � I- , , _ - , , - - - I I I I p - - - -- - -------------------- . , _ _i '� _ � � __ �\J�Bg � o� � I ! I , , i- DS- 35m , - - E 2/ � - _--- � . _ , - � � � � � � o _ - , , - _� _ _ a W,��, , .���,�___ '; _____ .' --_ .,_ � _ . a�� ���,. ` . � -----_ !, -- -------- -- �- . �-2�`--- .�'`��-- -- - _- , ,' --- - -- �LL�H__TY-- I��_�- '� rt����. I O�TLET , I�A �oo , ----- , , - � � � � � � � - � NOT TO SCALE � O �D d , i I , - I. '- � --�� `,I il �---- I � (E T I = N II _ �'�., '' ..� I, I, � _ � I PROPOS�D ]OO YR I �� - , , _ � F TO R GHT LOO ING DO NSTREAM ;, _ . . �- _�_ =601.13 _ _ _ -- _ _. � ,✓I � ' ,-' I _ � N � � CLASS 'I' RIP RAP � . _ , '� , , � ����� --�� ,- _�� �, _ __ I Tr� . __ Q� �lI �' � ! I ``'��6', le II I I I I � W/Gi OTEXTILE - - _ - i ------------------------"" _ , _ _ � � � Q�I� I I � \�'ro � � � I I I - -- -- � - - -- __ . II _ _ - � - .-- . - , . . I . I -I � O_�. -. � � I I � I ,.-'' _ _ - - - - � - . \ � b1AIIlI1GR - � I. � , � �, - _ -- o . . Z . i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -' . . . . . . . . . . . . : . . . - , . . . . . . . . . . . . � . . . . . . . . � . , -. _ _ . .. _ . . . _ . . � i . �. _ - . . . 4 - .. "`- '�� . . �. . � -I . . . . . . . . . . . . . . . . . . . �. . . . . . __ _- . . . . . . . . . . . . . . . . . -. . . , - _ _ . . . . . . . . . - _ . . I I I � � � ', \ � � i � � I I = PRO�OSED 25 YR � I � - - -- -- . ---- I I I = t� f� � ,, ,_, � I � y ' =59�.0' , _ _ - - - � V - I _ y _ _ _ ij � _ Q� �-, , ��� , - � � � � �__� I_ . � - -- _ , , . �- if il N � , ; � I ,, ,-_ _ _ _ - - - , - e�ns 'r ,�� � , A S � .5� . . , I � � � -__.-� . � , , , RIP RAP � � i I I Q I - �'; - _ - � W/GEOTE TItE 1.5 �`: �` I CLq 'I' . , -', I ` � `, % � � � �< <� � � ��� I � RIP � P � �_ � I � '� � - -- , _ ll�l I� d. '. ,' ,_ - -- --- ; _ _ - ' `, � wr� ar€x� ii i� i . _, I I u � d.. ,, ; � i �------- ' , , � j" - ., �-_ �, �� � �, o CULV ERT HYDRAULIC DAT A - �_ '�' KEY 1N A� , I �. � , Q � II I. � J '_ BENCH � KEY IN 0, NWSk 5.8 I �i � �. --- _ . i _: _ � `' .i �ii �� ` ! , , � ; i ��i DES/GN DISCHARGE = 550 CFS _ - � - o, T� ; , � , � - -�---- -- �, , - - _ : _ _- _ �'�-�� `- "��' I DESIGN FREQUENCY = 25 YRS __ - � E To s c ,ss i �� ; TONs � � � � � -- - s�� or�r� �€ - �oo -�-�- �� � - _ J�` � � � � � _ DESIGN HW ELEVAT lON = 599.0 FT '� � - � �� � ' I'', .;,� � - � � , ,, . b u ---- i i � T COi R F I B R MA I N G,- 2 SaF- _ _ _ __ BASE DISCHARGE = 800 CFS - - _ ��E _ � 5 cY , - z @ �o�xb� RCBc - -- __ BASE FREQUENCY = l00 YRS ___- -- �_ -------- � - -_ . _ BASE HW ELEV AT lON = 60/.l3 FT : i : OVERTOPPING DISCHARGE _ 1330 CFS � OVERTOPPING FREQUENCY= 500+ YRS LEFT DITCH - - - - - - - - - - . _ OV ERT OPPING ELEV AT lON = 606.7 FT �� � ; ; , � ��,, ,,; �,;,; ;,,, , ;�� ���� � RIGHT DITCH -------------- , 12 13 14 15 16 616 612 .1: • / � • � / 596 592