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HomeMy WebLinkAbout20161013 Ver 1_Revised Plans_20170105 (2)N Z O > W � DETAIL 1 SPECIAL LATERAL 'V' DITCH ( Not to Scale) Naf��a� � Ground 3•� 3'.� Sllo e D P Min. D= 1.0 Ft. ' • ' � � • • � • � ' ��:i�i���v���.t��.�u���a�rssv��� DETAI L 2 LATERAL BASE DITCH ( Not to Scale) Natural �� Ground ?.� p ry:� 1'�Ft. Fill $lope � o � Min. D= 1.0 Ft. i_,��_ i g= 3.0 Ft. �1 b= 3.0 Ft. �� �` .' � FROM -L- STA. 14 + 85 �O �3TA. 16 + 35 RT. ♦` ---�'� \�� i I � DETAIL 3 SPECIA� LATERAL BASE DITCH � ( Not to Scale) I � Natural � � o� Fill Ground ?.� 1 p `L'•\��,�e< Slope F ; � Min. D = 1.0 Ft. � B = 3.0 Ft. I ��� FROM -L- STA. l�i + 35 TO STA. 17 + 00 RT. \` I `a �e i ` � � a� � � � �'--. � � �` , � � �� � � � � � > a e T ` -DRV2- `�� Pl Sto 10+45.67 `�a� BEGI1� PRO ECT 17BP.2.R.67 �- 430 /6' S1.2" IRT� '�,� � �� ,/' E1VD PRO E�T 17BP.2.R.67 D= o` 30 ,00.o" D� NOT USE FOR R� W ACQUISITION BEGI1�l C01�STR UCTI�1� D= ll4 35 29.6 �,, �, � �asPERo �; ��- ,% -L- POC S��A 16 + 20.00 L= 138.40 L = 37.77 �, , T = 69.20' -L- POT STA 12 + 00.00 � T= 19.84' ``� �,; ',, ,' � R= 11,459.16' R = 50.00' ��,, ��, , ; ^ �;,w`�; ��' � INV=32. 4 �°� END CONSTRUCTION � �� � , ��,�Z�r,, `U ` ', -L- STA f16+70.00 DOCUMENT NOT CONSIDERED FINAL I I �/ � I P_�__�__�_________________��_____�_e____ � `\`�� N ,� ' ; _ �,,� \ I zoP�- 3�.'s\� ��'/ � � UNLESS ALL SIGNATURES COMPLETED � �, INV=33.7 � � I � REMOVE �` -' ----_ _�,�5 'B' RIP-RAP �z� ; % � 1 DA = 107.5 Acres � �� � : �� :�ti� / 1 l// � � �� I �j 15" RCP-III ����`, � � �� � � L � / V' n iic,/, Q5 HWiD=0.51 `� � � '`� D � SPECIAL LAT. 'V' D CH -�'� �-p � j � �� i� � SEE DETAIL 1 ." ' 1 50' TAPER TO � � � J �F `� � � G; a � � � '// � � � , , � �� � �� ; ' �j [� �%� EX,IS�TING � � / 0 � -� �`" � ► C` _�_ - . � - - _ �- - ;� 1,% > -_� - - - / � �_ . � � � � �♦ ;�,, , � T HNTB NORTH CAROLINA, P.C. 343 E. Six Forks Road, Suite 200 Raleigh, North Carolina 27609 NC License No: C-1554 PROJECT REFERENCE NO. 17BP.2.R.67 WW SHEET NO. SHEET NO. 4 � � ROADWAY DESIGN HYDRAULICS � � � j O ENGINEER ENGINEER i i � � ; % -�- N ,>� ,% Pl Sta 19+68.27 �.' � 0= 0 4/' 3/.2" (LT) �1�T�C��1[][�]L �]E l�l[�A�1�T� _ , ,,i. [ -,;: cti NI f�t2F-C-►.� i ----- _ , -- -�c - _ =� ' �. : ;; L �� �;"- -�- _ - � i � - - F ' `�S�� �/ I ` � _� � i � \ _ ,� � - _ i � - - - --- --- --- -- -- `�- oo= _ ____/r__ ��� -_ _ - F _---- �' ►I� �'y I � - _ - � - - .�.�,_ N � � N -� - ��-, � W O M N r O Q - , :; _;,,_ _..} T - _ __ �� S !� �- I _. � Exis7 �= � �, � � . � � RETAI� - _ - __ 4j, _ _� _. ,_,�_, - RETAIN -' - - - 2 � � � � 0 ' � �.--�- I l � Q � � �� � � 7� � � , i / "-_J`-_ l'� � � I� `-, . + INC' �\ �60% 0=� � ---3s= � A SPECIAL LAT. 'V' ITCH ��� ���� ,SE�QETAIL 1 � �� ����' \`�� ���' `` -- ���'' '�-- _'`'''� >> � -�`�`\` __/����'� REMOVE -- /, � ' : RIP-RAP AT EMBANKMENT ______- - ' � I � � �`--�� _ - i SEE DETAIL 4 DETAIL 4 ' � �� � �����_,�.o��_ � �OW GROUIVI RIP RAP AT EMBANKMENT �' Et�.V.�34.44' ( Not to Scale) � ; � � � 10'min. Ditch �,0'mi� Grade 1.5' GEOTEXTILE Type of Liner= 10 TONS, CL 'I' Rip-Rap Geotextile= 25 s FROM -L- STA. 14 + 50 TO STA. 14 + 70 RT. � V� � BEGIN GRADE -DRV2- STA 10 + 13.00 ELEV. = 38.17 . Q�DO/ � (-)1.0000% END GRADE � '�- -DRV2- STA 10 + 70.00 2 � ELEV. = 33.55 1 0 � 00 1� � 00 �--N--�-�--�-� 11 + 00 l� \ I 2 � N 5 MATERIAL TO BE REMOVED 12 + 00 13 + 00 '� ` 1 ', � � i i � \ W � � N �c�� � / \\- � / ` 1 / / r. �� 1� � �` � w� 1 ��, / ` / � � / F' � ' � 14+00 ; --- ---- --- --- -- ---- --- --- --- --- ' --- --- --- _. , � o-- � _ --- J �'TB2G1 , . .b;� ���� Ti4P `RETAIN � ---- � � ---� -� / - - r= � �"; � _ � N j � Z I � � I ; s � ��- � oao, r� - w- -- � -., � - � ,� .r1 . . ' TfTu=��$ ;� -- --- --- I �625- - --- � -- - - - - - ''��� ��-,� _ RETAIN � �..� --- _ " �-,-- , , - - -��s�.r RETAIN . s ! _ - - -� - _ _ - . � ____ -' '/ � �'�� � SKETCH OF BRIDGE ( �� 1� I gZ' ��' ���_,, z 15PECIAL 3' LAT. BASE DIT IN RELATIONS NIP TO PAVEMENT BE�iN BRIDGE � SEE DETAIL 3 D -L- POC STA 15 + 13.00 ,I � � BZ 2 � � � � BZ 2 � '' - AT-1 \ _�' s' LAT. BASE DITCH '��,, BEGIN APPROACH SLAB ' W SEE DETAIL 2 ,="- -"""-`�5� --- � � �- - -L- POC- STA 15 + 25.00 N -- 0401 ,(� � TOP=3�.s � -- � •-• cv TYPE � TYPE N INV=34A ��' ��' -__ ' \V � �� , , �� i� � I II � I I I GRAU 350 - � _.- � �' �. � �� � O ` // J - `� � : � ��i I I J \ � � ► . -DRVI- -L - i � I r � � • � �� �� ��p i � ►� � �' ,-' �w� �+',' d f� . � ! � � `. � � o�rfa�� Sta.= -L- 14+85 RT DA= 68 ac C200.2 CF=1.0 Q10 = 15 cfs Vl 0 = 3.3 ft/s dio - i.o ft s= 0.016279 ft�t n = 0.045 Liner = Grass 15+00 Pl Sta 10+6/.43 Pl Sta 11+06.83 0= 72° 23' 32.1" lLT) 0= 65° 54' 47.8" lRT) D= l90° 59' 09.4" D= l90° 59' 09.4" L = 37.90' L = 34.5/' T = 2/.95' T = 19.45' R=30.00' R=30.00' 16+00 17+00 18+00 ,� y TYPE � I TYPE III iu � - AT-1 BEGIN - B 4DGE -L- PC�C STA 14 + 43.00 BEGIN APPRO�AC SLAB \ -L- POG STA 14 � 31.00 19+00 � GRAU 350 � _ __ �_� 3 -� END SBG -L- STA 15 + 50.00 LT/ BEGIN SBG -L- STA 15 + 25.00 LT/RT _�_� �-- : : �� END GRADE i -DRVI- STA 11 + 36. ELEV. = 36.14 i 2 0 -� 1�+00 (_)1_5972% f �� �� �� BEGIN GRADE -DRVI- STA 10+20. ELEV. = 37.99 11 +00 50 � 20 �