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HomeMy WebLinkAbout20161086 Ver 1_extracted sheet 4_20161128i i i ��� � PROJECT REFERENCE NO. SHEET NO. i �- - / � � o, - � ' � � DETAIL 1 DETAIL 2 DETAIL 3 �'�� � ��� � Q i � SPECIAL LATERAL 'V' DITCH STANDARD BASE DITCH RIP RAP AT EMBANKMENT �� P E RM I T '� ; �� BR�DGE NOo E7OO6� � I7BP<7,R,U7 4 � � ( Not to Scale) ( Not to Scale) ( Not to Scale) -� - ELEV �M4H2a�7 � � � � � �_-' RlW $HEET NO. ___ I Natural Natural 10'min. ^ r-;� � I Ground �• 1 Ground Pl Sta ll+l3.�`t � 0 1.0'min. _ � �� � �� � ROADWAY DESIGN HYDRAULIC$ c � D �'� Ditch � . �� E�-� � /� ENGINEER ENGINEER I Natural � ,L.1 et Fill d Grade � 1'S 0 4/9 37.8 lRT) �x � �� � � � Ground 2•� � ��O'� Slope � _ �� 5`t� ��.��� � �'� I � � /�� � I I I I Geotextile B Min. D= 1 Ft. - � c��- % i I I I Max. d= 1 Ft. GEOTEXTILE L 226.57 �' � ,5-� -�/ � z I � � � � Min. D= 1 Ft. *�Nhen B is < 6.0' B= 3 Ft. T= ll3.J �� � � -, � ^ � X , ,,, 1 � � � � Type of Liner= Class I Rip-Rap p _ i �� � �� - JODI WAGNER � � I I I FROM STA. 12+25 TO 13+00 LT Type of Liner= Class B Rip-Rap Quantities Included in Outlet Protection for Culvert l 1 - 3v���.�� � j� IMPERVIOUS DB 5499 PG 467 FROM STA. 13+00 TO 13+25 LT L STA. 13+32 ±LT SE _ �4 CLASS I RIP RAP ''4 � D�KE PB 42 PG 154 � �� i' �� � i� - +80.00 -L- �C GF"�_�, SEE INTLET TYPICAL y � I I I D ETAI L 4 DS = 55m h TN �,, X -,� � 53.00 LT i i I I I CL I RIPRAP �-. �, , � I I I SPECIAL LATERAL 'V' DITCH Sta.= 13+25 �T 6 SY GEOTEXTILE �� �" ��� o i 38.00 LT � �� g3 � ���,�;� Not to Scale Q5 = 6.0 cfs � � �� EX R/� � '� � ' � ��� � i i i ` ' , 7 PT Sta. l2 +26.57 ��� I I I I - V5 = 4.0 fps d = 0.4 ft � ��' � c' �' `��` s= 0.06� wfr RIP RAP AT � �� � � %� x � F;�_ � ,� � I I I o< LARRY M. WALKER ESTATE +25.00 -L- Sta.= 13+00 LT Liner ���Class B Ri Ra EMBANKMENT � � � ;�� � �� % - - P P I � � � Natural � .1 Fill Q2 4.5 cfs i � � � _ < i , I I I Ground �.� 3�o��e Slope V2= 3.0 f SEE DETAIL 3� z , DOCUMENT NOT CONSIDERED FINAL BEG�N PRO�IECT ESTATE FILE NUMBER 16E 42.00 LT ps % � I I I � `` PAGE iO3 c�io= s.o cts s,a.= i3+z5 �r , � � +00.00 -L- UNLESS ALL SIGNATURES COMPLETED -L- STA.Il+50°00 �,o= 3.4 fps Q�= 4.5 �r� ''� sENCH �,��` � �� 48 ST +bb.00 -�- Ex ww � � � � Sta.= 13+00 LT V2- 3.5 fps , / � � � i _' �> ------ , -�X AND WI � +4�.�� -�- Q5= 6.0 cfs Q10= 8.0 cfs ��� �� � ;" --- ;�________ _ � RE FE�, �',` $$.QQ �T I� P�re�pa�re�d in the �� NC FIRM LICENSE No: P 0339 � � � � Min. D= 1 Ft. �V5= o$Oftfps PDE 1 ' ' ' 504 Meadowlands Drive -� T �������� Hillsborough NC 27278 .. " s � W .- --------- - � - -'' --- i �����^E����EE^���K� (919) 732-3883 - (91�) 732-6676 (FAX) = S ANDARD BASE DITC �" ------- - - �: I/ s 5 , , - ,: - - --- - - ar , 36.00 LT SPECIAL LATERAL 'V' DITCH 5= o.on f�t PDE �' p� _ _ � ,,. � E ° � ��--- ___ PDE SPECIAL LATERAL 'V' DITCH ��'� ��� � � "� � ��' � TN CL BT XTLE� � � FROM STA.11+25 TO 12+25 LT EX R/W n- �� s g; � � � � � � FROM STA. 14+75 TO 15+25 RT SEE DETAIL 4 PpE �iner- Grass C�� �� i � � FROM STA. 14+75 TO 15+25 LT PDE __-- -- SEE DETAIL 1_ _____ ___ -� � 1 E E L ,� ' I I I � - - -,- ,�� � � > � > > ��,� t-� � � , ' �� �� � � F E �� �,,���-��� , ,, '� � .. � , - ----- -- _ ` " ------- - - � , -� �' ; � � ,'�� � � � I I I --------- --� � --------- -- - � I '_,_. � - -�.,; � i ; ,� �_ - ;_., �_,.� - � -- -, �:,=� � - - - - SPECIAL LATERAL 'V' DITCH i --------- ------------ - ---- ------ GRAU 350 TL-3 GRAU ,_�5fl TL�� -_,_ � �� � \ � Q Sta.= 14+75�LT Sta.= 4+75 LT ��� ������������ � I I I �� � 8�1 - T � � � � � � � N� I S v° / V�2 = 3 5 fps N� Va5 - 3. � fps -L S l Q. l5 +25.�� � I I I - s ss cfs d= OJft i I I I _-- � V10= 3J ps s= 0.030 ftRt I n = 0.035 I I I I . - - - - - - - s s - - - Lin r= � I --- - - - �� IPdEH e G ass - ------- ----- � � � � ------ I�-- N - --------- N _ O -_______-__ r r � � I I I ------ --- O p r s s o , - _ 0 o MIN TEMP. o � c� ,� ._ ,,, - _ � o --,�� _- , ? ���; - _ ---- - � � s � a � �, <-� , ; '���; � � I I I - ,', o �� I PIPE � I I I _� , � ,_, ,. ,,;� , ��`; -_';� _ �� __ - t,� _� - s s � SPECIAL S ILLING BASIN � I I I ': I . i I I I � N Io 0 0 , , , i S � o N o � � � � � - i _ _38 x19 x�_ . - - - - - -- - 5 S I - - - - - ---- - -- - --� -- - - - - � - - - ,, _ --- �- � �, _ � � s , �� - - \ , , � ;,_�, � ---- _ ---------- ----- . - � = - ------- � , � I I I------- ------ , i i I I I 5 2 TN CL B RIPRAP � � ` BEGIN CONSTRUCTION � i FOR PUMPED EFFLUENT i I i i -L- STA. 11+25.00 i N� � 8°� � s � 8°I 7 SY GEOTEXTILE N� �' � � SPECIAL LATERAL 'V' ITCH � I I I ��� � - ------------- , -- .-� � . - - - �- GRAU 350 TL- s -3 � �_ - _ , _ I r�a u � R - I � � : E , ,_ TL ,,,,� .-v„-.-w �--v„-: ,� 'r" �,�, � E � D ETA � � �> _ , F GRAU 350 � I I �� s o - - � _ _ _ _ - - _ _ � � ��, , - -- � � ��,��, ,�� L -- --_- - - _ _ . ,_ , , , S I L � � 6l' ASP�-�A�T R v - -�-- _ �, , ,_� .,.. _ I I ------ __ r� i c � _ � �,,,�-. „-.�- � � , � I s � - ��� _ � --, -- :,-- _ -� _ --- ---- -- � - � -x � - � Y � � , F�_ ---- � -- f __�<� � -�' �- � � �; � �,� ���� � - _ , _ - -- < - - � �� - - ; ,_ �_;=� � - �-�; " i , ;, _ ,_; _, � � � < � � � �� �� � > , , , • ,�� �� , � � � . -, , � � I - - � � � � l� 1 � - -,-.: , :�_;- .-. :� � -1 _.�-. _ . . : _ _ - . . _ �� _ -� _ t� . _ .- _ . _ . . .. _ .-. -�,_.. ,..;_ ,, ;.. ...,; ., . ,. r °. ' �S �� I' i , � , � � - � 0 i > � � > � ' . , � I �X�X I � � � - _ _ � � � � I I � .'' � . �� . . - . - . . - 5 � - __- -X . .. � � < _ , .. .. K )� �X ix�sT�Nc R`w - � - � � � •�' F �� I ��ANU �� Ih E JcE % � , � \� x ,, � � � � x �� , I'-'_ � � � � �� ,i' t � , � Sta. 14+75 RT � EXISTING R\W �--- ___ X = EIJSH � � � • I E � - / s � � =��; � � r Q2 5.2 cfs ' _ � r � , �_ � � - " �� � i{� Q2 = 6 7 fcfs �. � , , - - r.� -� , ; ; i � �, --- - � � � s� I� � �' _ • Ps . _° , _ '� %� � --- � � x � _��✓ �"_ _ - � i �; � � +92.00 L- ;; � � '� - i �. ,� ��,- ,,�.�,�-^° � � , cn I I I ; � � _ � � � Z I I � � p ` ��� �� � �� � � � - � � �.� � � � ti��' � �,�� � � I I - ' S , � �r ",� � � � �^ � � � � � ` ' EX R/�/ �,� '� � - � s-^'� � Sta. = 14 + 75 RT GUY � N � � � � ' � � V�5 - 3 7 fps rti � 6/' CONC. DRIVE -- I I I � ` ' � i i i � 25 + 52.00 -L- d = o.� fr � �3 �NCa + 94.41 -L- -; � EX fLW n= 0.0 o Wft � I �E � Liner= Grass �� + �Z.00 -�- END PROJECT I I I � , � 40.00 RT � � � � � , TYPo 40.0o Rr ,- �/ IMPERVIOUS -L- STA.15+00.00 � I I I - EX RrW ,� � ��, �� + 05.00 -L- ' � �i ; � � � � � `-� bz.00 RT - ' � � V � _ ��KE END CULVERT $ � � I I I CUSTOM INTERIORS LTD & COUCH FURNITURE CO ; ; I i I I I DB 33� PG 619 � �I �� �� � -L - ST A. �3 �"4I.SO ENO FIRE AND EMERGENCY SERV�CES INC ' I I I PB 3i PG 70 = BE�i�N CULVERT <` i� � BENCH +29.00 -L- DB 4348 PG 150 � SURF�ACE WA ERTS IN � �� ,-� .� � DB 3775 PG �01 � DB 2839 PG 350 � i i i 20 10 0 20 40 � -L- STA.13+20.19 65.00 RT CLASS I RIP RAP ! IMPACTS IN SURFACE WATER �; c � r SEE OUTLET TYPICAL �i�L��L�///� DENOTES TEMPORARY i I I I i� � � PB 97 PG 153 �� �- ,���� �`� `� 40 TN CL I RIPRAP � PB 9� PG ��7 - � I I I ' �� /_, 81 SY GEOTEXTILE � I I I _� l__u__ _ I�_� . . _ .--------- --� - ----�---__ _ . � i i � ---- -_-�-_ i � � _..__-___-__--------_ ; �_---�- ------•-- --- - - - -�--_-----•----`: � I I I __ . : ____._- __� __-- -- - --- --•- ----- - •---- ----•-------- •-- - - - -- _ - _ � i i i -L- SR 1002 (ST. MARY'S ROAD� � � � '� i � � � . I � � � � 496 _ __ _-� ; : �I 496 , I i i � BEGIN GRADE BM #1: BENCH TIE SPIKE IN 24" OAK ' � I i i -L- STA 11 +50.�0 - -L- STA. 13+40.60 58.33' LT EN� GR�DE I II ; I � � EL = 483.54� -BL- STA. 8+ 52.69 43.45' LT i � ! -L =$TA 15 -I- ��.�� i I! ' � ' i i i - E� 4s2.o�' _- : : - : : - EL - 484.06' I� � . �_. - - � � --- I I N CET PI a4 I� ' i i i 492 __ : ' �, � /�O � _ � O � � . N,OT T SCALE I ! --- I `"F / � � I I I -- - -- - --- ---- + _ _ - - . --------. --- - � �0 . I � � � Q O �N �I_ i - �I �� � I _ ' I I I � o I 3T 31.00 L � Q � � � �� � � U+.ss -r eir r i�l IM � ��"//GEOTEXTI E i _ � _ ! _ . � � I O � ! C7 Q � -�' - - ! I `#�a�ni �riscER � i ' I I I SKEW = 107° • � � - � 2 @ �o� x 6� _ ' Pl = 14+25.00 _ ii --' + Cr -I -- � �- --I -� - i � _ , i o I 'i Pl - l2 +00.00 _ , : i , � Z `� , � � � � � � _ i � �i � - � � i i i : � � EL 483.38 I Rcec ! EL - 484.09 . � \, �' v� � , I I I I _ I I I i � i o�. , _ V C = l00' �' �+r --� , � �. � i i i 488 � vc = �oo' � , �. - 488 � � � � . _ o _ i _. O , � W i � � ��SS �- , •�; 5� �A , : � � K l57 _ � K - 28/ _� _ � , � � J, � I I I V `�1` � - WiGEOTEXTILE � V .. I . . .'. I i � W/GEOTEXT�I E � q �.� �. � � i i i � �� DS = 65mph ---- --- --' DS =�65mph -- -- ? i a� � � KEY �N ; o- , . . _ � i i i ___, , _ � - . I I I . . . . . - � - � - - -�- -� - � - -- ---- . . � 1�� �, . ,� , I � .KEY IN 1.0' . �.� � . . . . . . . � . . - - . . . . . . . . . . �. �, . . . . , . . � � . .. . lV . . . . . . BENCH � � �. I II I . . . . . . . ���� . . . . . . . . . . . . I . . . . . . � � � ���� _ _ � i i i 4 84 . .- , - . . . � � +�0.3/56% . � -10.0400� - - - - - - - - - - 4 84 � i i i __ � ---- - ------ � � III --------------------- ,-- ------------------- ------------------------------- o Tj�E=b�� �i- ii E T TONS CLA 'I' � 3 T ---------- � � Sy i-iO..3200� , � � I � -h .6a:OO� ��' �_ �:�oOO / � i EST GEOTEX G I, 121- I � i i i � +10.3156/ o +- - EST COIR FIBER TfIN � I I I r- --- - - --- --- � _ _ _- - ; -- -- -�- -- -- -- -- --- ' I - _ � � I I I - � i i ------� ---= _ _�- - = , i -i -�a� ��'�$� _ � I I I � y �� � �,� � � -- --- ' �Q � _ � I I I � -!-� - �, I - 800% :(+) .�.0 � � � � i_ � _ - ___ � 1.2 � _ _ - , ___ � � i 480 � � � � 'I -- _ --. ._ -- _ i � ' i ` ' .�- ' fa ;�, � , � '. -- I I I I I J� NOT T SCALE I � I I I I I ---- -- --- - - _ , _ � �n I _ I Q Icv � � � �� i I I I I I O J!��-I - _ , - I �\ ,� _-. i I Q'fJ O-C -O � Q� I EFT TO IGH7 LO ING DOWM9T E I--- II � � � � I �-�a- I � I Q�---- I O -CLASS I I . � v - I I I I . „ I I . , . � I ' I I I �.. .. � O I .. .. .. :.. �.. '.�.. . ��.. -- (^ � � I . . � . W/GEOTEXTI E I �. r^ ,. . . . . . . . . . . . . . . . . . . . . . . . . . , � ` . . �� o - I I . �. . . : .. .. . : �. . . : �. I_ :. .. .. . � ' �' . . . O � .. . � I , . . . . II CMp,TTINGR I' I I . I . V O I,�` ., _ . . . . . . , . . , . , . . , . . . . . . , . . � . . . . . . . . . . . . . . . . . . . I . . . , ... .\ �� ° I . I . . . .. ' . I I V � . . � �. . . I � �� I , . . . . - - - - - - - - I . .. . . , . . ..I 476 ', i � _ �- v�, i 476 � i- - - li V � � I_ _ _ : I --- I �, I ', , I I \ ; . I : , , ; , __ I_ . . : I �, � � i I I , � � � , , � _ CULV ERT HYDRAULIC DAT A � , �o �� �_ � '� i �� � a � � � � o� � a� I \. J , _ _ _ _ , _ _ O ,'� ; ' / �- .I_ i ; : : ; _ ~ J �� � � � � `R S , .--. � .- ,� � I . . . . � � . . .. -�- . , . . . . .RIPS P � .._ a 1.5' , �, . . - . . . � . . , : � ' . �, . . , . � - , . . . / EOTEXTI E � � I .--� P - _- - ! o I • I -- ---` �- -- � �! _ �� _ _ DESIGN DISCHARGE - 606 CFS I - i� - -- J = o _ - � _ , J ��ss �-�- , _ `� � - o �- I Q. �_ . , ,., - - - _ � , � i - i , _ Z � __ � � ' i,V i I Z � I i I � i � 4 72 � � � - _ _ DESIGN FREQUENCY - 25 YRS �- � � I � � � �� I i I �_ KEY � o f\� I � I I I (\^ I_ I eENCH I I I � 7� I - -- `.J I - - � � - � - + �, I I I I . ... ... . . V I. I_ I, , . , �.,: _ � . . . . . . . . . . KEY I 7.0.' . I - ' � m _ DESIGN HW ELEVATION = 479.5 FT � i ��� ' , '' '' -' _- � �I � �I_ __. �AR�E _ '_ m , , � : 0� T� ,0� i i - _ , , _ T TONS GLAS 'I' - 40 TO S BASE DISCHARGE - 874 CFS � W II !, ii � J� i i � I �� ��i ���i _ 'i � � � '� �� • � �-� - BASE FREQUENCY = l00 YRS . ---- '; i ii -� o �_' _ � ��_ �_,_ i � i- I � � � T-�E��rr f- -�-,- � I � - - - - - --_ _ , , -_ ._: ! , . . ; . . . __- . EST CQIR FIIBER ' TING I �3 � 468 _-- _ - BASE HW ELEVATION _ 48/.08' FT -- � N I -_ � i '; �; , I o�E s6 �; � 46H � _�� OVERTOPPING DISCHARGE lll0 CFS � ��, � � �_ , � � � � - - - - - -- � OV ERT OPPING FREQUENCY = l00 + YRS � � , ' ' -_ �_ ' I � � _ �?J � � � I- RIGHT DITCH -------------- ; � - - - - _ - -_ _ - - - I - - - - o _ � �, _ , _ _ -- - - - - --- --- ---- --- - - i � OV ERT OPPING ELEV AT lON = 483.5 FT - -�- - - i�z - - i I a i' � � --' � � � � �_ LEFT DITCH ---------- - � �� � 464 - - I ; �, - , �, � 464 i ��, --- -- -- - - � , I - - � � �_ � , i , i N-i u I �� � I �� � � �� �� 11 12 13 14 15 16 � �� � � L