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HomeMy WebLinkAbout20171491 Ver 1_Build Maps_20171120 (3)� DETAIL 1 TOE PROTECTION ( Not to Scale) �\o��e� � °� S\o�e 'L�. �,�� Natural —' Ground d \ EC MATTING � � d= 1.0 Ft. Type of Liner= EC MATTING ZOM -L- STA. 39 + 00 TO STA. 41 + 20 RT i i C 2 +08038 ' � � I � �' DETAIL 3 FALSE SUMP ( Not to Scale) Outside Ditch Traffic Flow �? > �.� ?.� � 2, �� GI \ �- S — etc. \ S= Ditch Slope � Proposed Ditch � I i '� � - _ , ' y-a..l CR IG L HEF NER I � -L- STA. 32+20 LT -L- STA. 35 + 55 LT % — CURV E DAT �� �l Sta 34+09e90 � = 2° 0/' 3/,7" !' ��� � � = 0° 30' '�' � - _ = 40300�_ ' = 20/e5_ '� _ 1194000�'�_ > E = 0,02 '�S = 60 MF PT 36 +ll03 � ��� _ /� DETAIL 4 VAR. WIDTH STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground 2,� ,L.'� Ground D B= 3 Ft. to 8 Ft. � � Min. D= 1.5 Ft. to 0.0 Ft. =ROM -L- STA. 35 + 50 TO STA. 35 + 95 RT 72 x24 x3 1.5 inch Skimmer with 1.25 inch Orifice Diameter �fs TGS ENGINEERS encineeRs 804-C N. LAFAYETTE ST � SHELBY, NC 28150 ��� PH (704) 476-0003 CORP. LICENSE NO.: C-0275 6 ft. weir 100 x 25 x 3 ID 5.1 1.5 inch Skimmei with 1.375 inch DETAIL 2 DETAIL 6 DETAIL 7 Orifice Diameter SPECIAL LATERAL 'V' DITCH RIP RAF' AT EMBANKMENT LATERAL BASE DITCH ( Not to Scale) ( Not to Scale) ( Not to Scale) 9 'f't, we i r 10'miii. b a� ��r�h -- o:. i.o� c�o� d ?.� .� `� — F�n ID 5.2 Natural � ,�.1 ��eC — Fill Grade �;: d D� Slope Ground ?.� �\p Slope D i GEOTEXTILE g � 1 GEOTEXTIIE — Min. D= 1.0 Ft � Min. D= 1.0 Ft. Max. d= 1.0 Ft. *When B is < 6.0' B= 2.0 Ft. Type of Liner= Class B Rip–Rap FROM -L- STA. 36+50 TO STA. 39+00 RT Type of Liner= Class 'B' Rip-Rap b= 5.0 Ft. LT -L- STA, 42+55 FROM -L- STA. 41+00 TO STA. 42+25 LT FROM -L- STA. 42 + 6A TO STA. 46 + 00 LT DETAIL 24 DETAIL 23 .- ' CHANNEL IMPROVEMENTS UPSTREAM: '� CHANNEL IMPROVEMENTS w ,� ' CHANNEL IMPROVEMENTS DOWNSTREAM DOWNSTREAM � � STREAMBANK STABILIZATION ( Not to Scale) '% � SEE DETAIL 23 ( Not to Scale) Class 'P — Floodplain Bench L e �AKS _ Rip–Rap Class 'P I Lined w/Coir Fiber r— Class 'I' �y N��o��d— /� Natural_ R�P–R°p �J Matting Rip–Rap i r�'4 \ / Ground I � �� '' RE EE G, H FNER � I UPA RP RATION �� " Na+�rai H �'T Natural � 0 NO CA OLI A9 INCe � Stream � �� ��o��d � �- �o��d i RIP-RAP AT � � � � � � �, � Be�— � � ` _ � � Strea � , EMBANKMENT � I ,� _ _ , � � � I � I � �� - �_ � � � T � - Bed � SEE DETAILE�DITCH _ P 9P. 16' / SEE DETAIL 6 - : j O � , � ' i;' EST. 50 CY EXCAVATION CLASS 'B' RIP-RAP CLASS B RIP-RAP � EST. 10 TONS I I I � �� � I�' -- �b� - T- 2.0 Ft. EST. 25 ONS CLASSIONRIP-RAP T= 2.0 Ft: ES7. 40 TONS CLASS 'I' RIP-RAP EST. 40 TONS GEOTEXTILE 0 j FALSE SUMP � I _- EST. 50 SY COIR FIBER MArnNG GEOTEXTILE EST. 20 SY � SEE DETAIL 3 I l �� ; H= 2.0 Ft. EST. 115 SY �R YLI GER O .� � � � PRO . 22' � � Q�' + 1. ' ,;'`� � �c � /�, FROM -L- 42+23 RT FROM -L- 42+39 LT ,, \ �' + 2.0 2' LAT. BASE DITCH O ' � 75.0 v ,_ I ''r�i.;, ��i i_i PROP. �.1.1� If� . �� .. . ...._. , , - �05/Oa� ` 11 .00 SEE DETAIL 7 . O � � �' � Vo�i r�ll� l;_, I i "- _ ;�, CONC. I�, </ .;= v,, ,- L1t� NU I �_, i --- I' � , � �, - P ,;-- / CLASS 'B' RIP-RAP, EST. 120 TONS � � _ � , ,_ �`� FALSE SWMP � J JEFFREY Se MCCA DISTURB FENCE I , ' � I II � . C� —P��= �' �E� ��3 @,. y"_� GEOTEXTILE, EST. 340 SY O� � �I , � ' � � , - : � ,x BST SEE DETAIL 3 , - � �. ,\ `\ 'F' 1� ��_ I � - _ � , '_ / � � � R ' BEGIN SBG � � ,,, O �; I I � .. `2C _aTEI�laC7N , '�0.0�; � 1 � �,� .�� � I �` _ � � -L- 41 +20,f10 LT� � - , ('V ;, � wF��_ � , =� \ ; 'i� ;- -'- �— �__--- — PROP. 18 ��- __ -� ,r' _ = � J� �, ,,, _ _ , – � _. r � ' � ^'� ` f � T� _ s �� � = W-� END SBG � , ;, ' � ASPHALT ' � �0509 � �� ,_ Z COLLAR ` -� � . - - -- - , ,-� - ��r ,- � �� � , � � �, / Tir�ibF�- ,��ri ,�_ , �, .- % IL � �R � �<; ,. ..r=___�.�_ � ` < . ' �_ -L- 45+J5.00 LT ^ M Np , , I ; i,� — -- — -- � � ` � �_,` _ � ,; _ O AND EXTE , ---- � ��-� � .. ; :.. �-�� T-- _ • _ .� �— 0508 _, _. Y_� � ,Y 15" CSP W/ROD & �V ; / „ EX , � „ ._ -- Q50 /W/ 30 RCP-III 0504 � �� �� �` ` a i� LUG AND GASKETS �, � � „ �, , '� � ,-, 0506 �� � � � � _ � 3GI-D � ,, �_��i - , � ��_ & 2 ELBOWS . �.I ;�� L �G! - �� � 2G1 0545 SPEC. DSN �.r. / � �,�� , . ��.,; • � ���� ' � ' ��� � �� �-- „ �� � � �� � � �: � - � - -- - - - - �- - � �� �-� C C / �° � W li" FcLr-iii 15' RCP-III - 15' i�CP-III 15„ �� C- T 0 ao�oo �, � � ; �� �,�� ��� ; _ �� �— I � 0503 � ' o.� , 2GI �`�,°•�5" RCP-III 2GI-FG � _ _ � � REMOVE I J` R �� REM�VE _��� J W � - ., EMOVE _ ,: - N , ,�� N =--°000 �LLAR AND EXTEND ., _ REMOVE i"i "� - - -- -- - 51 - - _ -- - - - - `-- - _ __ `�� r �� � - �� , ' �' --- - - - - - - - ,— —� - v — 0511 p 2 , - , -�� ;� - O ' _ �� _ O _ _ : _ � 050 = - W/ 30" CSP � 0510 � _ - � � � � � � REMOVE HW � �, � � � � � O �\ � � S I � � I o9�� E I r � �� N ��� , & 4 LF 30" RCP _ REMOVE Z _� ` o o I ;d� 050 J � - -- - - - - .. - - - _ - � - �- i � � R - _- W _ � � � ,� - -` _ - - - -- - -- - � ---- EMOVE�` --- - - - � _ - - - ,_ _ - E rN. �� _. _ . . - y - -- RtTAf N F �`�,�� - , , :> . �, � ,��� � � > --`_ _, - - `- - _ - . �� � P. 12 � ��_ _ �+ � i- ---rt .. � �. � -�� " , � � �� - _ _ _ :�r . � � ._ — �_ _. 1 � _ - - � � — –, �-j" � � � �?t �\ - _ RETAI�' R „ � �_� �_ i � ��� _� _ '�� - -- —� _ _ _ � � , _ ,� . - - - - - i _�_. �- � . :��- - -- - �� - . = � � �� � � �� � � � .� - - - - _ LI . ` _ ' > � � �i � ,, � ��� , � =� J ' � T T _ — ,� , � _ i ' , r = � - �� �^ i ; �� ♦ ; � ' � �� % '• , �� �,, w , � p „ _ � U CLASS B RIP RAP �/ PRO .�`� / P-- � .�-� � i � .' � � ��-�� Cb � � - SPECIAL LAT. � � EC MATTING TOE � _ - � � � , PRC: �'. v ��� � EST. 8 TONS � � � `�� � � � V-DITCH � � PROTECTION � � . � ��R���- � � " GEOTEXTILE ; / REMOVE SILT --�� � U � EST. 21 SY ` � SEE DETAIL 2 SEE DETAIL 1 .�„� ,�r� ,-_ , �_ AT PIPE , =' - �,, . ` � � .,, ,; , : , ,%" EST. 150 SY�� ' � v, � 4 FDP � � ��_ � — - - � - - -� � = 86� O - 850 _ T� � W �' _ �� r ��i�_ ���w � � �.00 � �� � .� _ J Z _ _ � - � �,-�,-, � _ � ,_ r , _ ,- � �� - _ _ _. + 88.00 . _ - , _ _ _ � � � , ;: _- ; . � �< _ , � 71.00' ' ,' � OUTLETS �' _ "�_1 �� � _ VAR. WIDTH � / ( ;�� 1.,, :__ j' ` ._ ; i ';' ; ��, `�_ �� � / _ � \ _ STANDARD BASE DITCH � � . -`'-- .---.- . ; , ; CHANNEL IMPROVEMENTS �/ /' �S U � � �,, � � ����' � � �_ � , _ _-__ CLASS B RIP RAP - � ' SEE DETAIL 4 ;'/ �� � ��'� - - ' i UPSTREAM ,/ , _� :`v JOHN P. DR YLING _------ S=1.0% ' �-, -- �� -' '' � , _ --: - -. ,- _ L C i ; � -;.-. ' � , EST. 8 TONS o n SEE DETAIL 24 i � GEOTEXTILE � EST.S CY DDE `�� GIL IST K GR P, Q ", .� � a o � EST. � 21. SY _ � � . _� _ � , � -r � � . � =� --�,_ ��� � � � � / � -- -- � _ � _ � ��� �;_ - � � �� � � !� � � , i :�_•_� � � : � _ i' - �� ROCK � ATING REQUIRED ON �'� `� � �� � � — - - � =� ,_� � 88� DO P. AUST � _ �a��p�_-�_ . ;� �'�� - — �''` . �=,�.�_ �� , � �� , : . � � _ � __ � _ ��- `� ALL SL �� S STEEPER THAN 2:1 ''"��s � �` � ;_ � � L- STA�����, 1+ 50 TO 43 + 00 RT -_ -� - � � - ,' _ � SEE DET�� SHT 2C- � � _ _'- -_ 1 �, --' � � � - � - 86 , � - ' ' f _ _��� - - ���� � � � -- _- , - _ ,.. , � � � •, � ,= � - /� � � � - � _� -- � �,, - - � , - - -- � �. ,- / � - - - , ��� _. ,_ �1 � -- - � -.«. ��-�`� � � � � �_ _ - _ _ ,- - . ,. � � � - � ;'� ' ' - � _. � - _ ) / i _ i- - - /- - ` �` w - �- -L _ '/ - / -- - �, �--_ a - ��l - r �_ ' - A � � / L . M - �— , - .�'� ; � � _< < _. z -_ ; � ,, � �, � ��<:- CLEARING AND GRUBBING EROSION CONTROL FOR CONSTRUCTION SHEET 05 NOTE: PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B AND TEMPORARY ROCK SILT CHECKS TYPE - A AT DRAINAGE OUTLETS. PROJECT REFERENCE NO. SHEET NO. W -52/2N EC-06/CONSTaS RrW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER � � � P H AS E I P H AS E I I 1. INSTALL IMPERVIOUS DIKE AS SHOWN ON PLANS. 5. STOP PUMP AROUND OPERATION. 2. BEGIN PUMP AROUND OPERATION. 6. REMOVE IMPERVIOUS DIKE AND RESTORE FLOW IN LOW FLOW BARRELS. 3. DEWATER WORK SITE AS NEEDED INTO SPECIAL STILLING BASIN. 7. INSTALL IMPERVIOUS DIKE AS SHOWN ON PLANS. 4. CONSTRUCT LOW FLOW EXTENSION WHILE RETAINING EXISTING SILT IN ALL BARRELS. 8. DEWATER WORK SITE AS NEEDED INTO SPECIAL STILLING BASIN. 9. CONSTRUCT HIGH FLOW BARREL EXTENSIONS WHILE RETAINING EXISTING SILT IN ALL BARRELS. 10. UPON COMPLETION OF CULVERT EXTENSION, REMOVE IMPERVIOUS DIKE AND REESTABLISH STREAM ACCORDING TO CONST. PLANS. DETAIL 2 DETAIL 6 DETAIL 7 DETAIL 2 DETAIL 6 DETAIL 7 ITCH SPECIAL LATERAL 'V' DITCH RIP RAP AT EMBANKMENT LATERAL BASE DITCH � RIP RAP AT EMBANKMENT LATERAL BASE DITCH ( Not to Scale) � Not to Scale) ( Not to Scale) ITCH SPECIAL LATERAL 'V DITCH ( Not to ScaleJ ( Not to Scale) ( Not to Scale) 10'min. ►1 10'min.- Natural Natural ��� Natural � Natural � Ground t � Ditch � �. 1 Fill Ground � Ditch �. � � Fill � 0 1.0'min. �.p' Ground ) 7'�Ft. �_ o ��_ 1.0'min. �,p' Ground I 1'7Ft. Natural n�•� e� - F��� Grade D� Slope Natural ,�•1 e� Fill Grade D�' Slope Ground ?.� D ��p'�'� Slope d Ground ?.� D ��p'�'� Slope � d GEOTEXTILE -' g ! GEOTEXTILE �� � Min. D= 1.0 Ft. �� B Min. D= 1 A Ft. GEOTEXTILE � GEOTEXTILE Max. d= 1.0 Ft. *when B is < 6.0' B aX 2.0 Ft.O Ft. 35 + 95 RT Min. D= 1.0 Ft. *when B is < 6.0' B= 2.0 Ft. 35 + 95 RT Min. D= 1.0 Ft. Type of Liner= Class 'B' Rip-Rap Type of Liner= Class 'B' Rip-Rap T e of Liner= Class 'B' Ri Ra b= 5. 0 F t. T e of Liner= Class 'B' Ri -Ra b= 5. 0 F t. FROM -L- STA. 36 + 50 TO STA. 39 + 00 RT -L- STA. 42 + 55 LT yp p p FROM -L- STA. 36 + 50 TO STA. 39 + 00 RT -L- STA. 42 + 55 LT yp P p FROM -L- STA. 41 + 00 TO STA. 42 + 25 LT FROM -L- STA. 41 + 00 TO STA. 42 + 25 LT FROM -L- STA. 42 + 60 TO STA. 46 + 00 LT FROM -L- STA. 42 + 60 TO STA. 46 + 00 LT DETAIL Z3 CHANNEL IMPROVEMENTS DETAIL 23 CHANNEL IMPROVEMENTS UPSTREAM: CHANNEL IMPROVEMENTS DOWNSTREAM j C DOWNSTREAM UPSTREAM: CHANNEL IMPROVEMENTS DOWNSTREAM j� DOWNSTREAM ATION ( Not to Scale► � SEE DETAIL 23 ATION ( Not to Scale) �..,� SEE DETAIL 23 Class 'I' Floodplain Bench �, Class 'I' Floodplain Bench �� !_ _, ! R� Ra cias5 ,i, �L D, OAKS R� aa aa5s �i� �� -:_L. Do OAKS P- p Lined w/Coir Fiber - Class 'I' � P Lined w/Coir Fiber - Class 'I' Natural R��ROP � Matting Rip-Rap � Natural Rip-Rap \ Matting Rip-Rap I i� ��°""a H �T IMPERVIOUS �� � � ��°""d H I��T IMPERVIOUS � �_,`�`" Natural Natural • � Natural Natural ��''�� Ground � I , Ground DIKE RIP-RAP AT Ground ,�,� I Ground DIKE �- Stre � � , EMBANKMENT � Stre �� � � � , EMBANKMENT Bed SEE DE ALE7DITCH %; $EE DETAIL 6 Bed � 2 LA';". BASE DITCH SEE DETAIL 6 ' ' CLASS 'B' RIP-RAP EST.50 CY EXCAVATION CLASS 'B RIP-RAP � CLASS B RIP-RAP I SEE DETAIL 7 EST. 10 TONS � EST. 50 CY EXCAVATION CLASS 'B' RIP-RAP EST. 10 TONS � EXCAVATION EST. 40 TONS CLASS 'I' RIP-RAP EST. 40 T NS GEOTEXTILE EXCAVATION EST. 40 TONS CLASS 'I' RIP-RAP EST. 40 TONS GEOTEXTILE S CLASS 'I' RIP-RAP T= 2.0 Ft. EST. 50 SY COIR FIBER MATTING GEOTEXTIL EST. 20 SY �� S CLASS 'I' RIP-RAP T= 2.0 Ft. EST. 50 SY COIR FIBER MATTING GEOTE�TILE i EST. 20 $Y �� H= 2.0 Ft. EST. 115 SY � R E'i H= �.0 Ft. EST. 115 SY �� �'= D R E _ _ RT FROM -L- 42+39 LT 114.0�J 2' LAT. BASE DITCH RT , FROM -L- 42+39 LT � .-'.�-� 2' LAT. BASE DITCH ,_ . �/ SEE DETAIL 7 � 114.00' / SEE DETAIL 7 :!:;�j _ , , - p�l� - - �- CLASS 'B' RIP-RAP EST. 120 TONS I�y�� � ;�f�� - -� CLASS 'B' RIP-RAP, EST. 120 TONS y\ GEOTEXTILE, EST. 340 SY '='.B FENCE �, � 3@ 9 X 9 ' GEOTEXTILE, EST. 340 SY '':i VJRB FENCE ' 3@ y' X 9' , BEGIN SBG i RCBC EXTENSION � � , BEGIN SBG i ON '' _L- 41 +20.(�0 LT ` \-� t -L- 41 +20.00 LT ENSI `� � - -, , � __ ,; : . - _ - - ' . ..__ -; a,t, �- -� - : _ - - = - � ,` _ ,_ _ �� , ,,-_ - :_ .' END SBG \ c'1 - END SBG _�_, �._ 0509 - = rt,,_, , .. ��,,, ` �_ ,_�_ ' �, 0509 - � v,. � .. . . _ - �<� ��.. , �. - _ - - 0 LT <}' _ ,`'� - - 0 LT �_ : .�,� • L 45+75.0 ,�� L 45+75.0 _ - _ � `� ,- � , ,� _ ,:z , 0508 ' ��IV . � -, _ _ _ _.:.:� � 15" CSP W/ROD & _- - - -_ _- 0508 _ �,yy - �` -� ^ �� 4 15" CSP W/ROD & - ,-� _ � �, , _ � a_, � �- � � � � � � � �� �� LUG AND GASKETS � r- � �� LUG AND GASKETS � �� � �,: , � � ��J� ���_ � � �5 � � � � & 2 ELBOWS � � ' - - - _ A� _ _ _ �5 -� � & 2 ELBOWS _ � , , 15 GIZAU :i�, 2GI-FG 15" RCP-III 2G1-FG _. _ _. . � 15' �-� �'i a` 2G1-FG 15" RCP-III 2G1-FG �,`.. _ _ REM�VE �a a� e_�_ _ REM�VE - -__ � , , , �..„� -- „ __ _- : -� -_- _ _ -- -- - - -- - - - REMOVE _ , _ _____ _- - 0512 - I -- _ - _ __ � r-uJE`� _«� � REMOVE ' - - - - _�_ - 0511 0512 - - - - - - -- = 4 _st�k`� -�� � _ - - � _ _ _ _ � _ � 05„ O _ _ _ _ O _ O - , � „ � � ; � �� �-`�� !� �a9' E � ' i" �� f �-��, � I � � � I � � � , �v , � � 4 FDP �v 4 FDP � - - - - - - �-- . ,: - .. _ �'-�-1 -- -- -- � - �`� _ ___ __ _ _ � �z� - -t-�� _ - ��� �.--__ -- - - - �c - ��-� w r, ,:,� �.,r . '.hr il 1 i i"7. 1: i( ii Ill. 1" i I.�i l i �s� ,,�,, ;-. .� ;:, ,,, ,, ,.,.. _1.. i l ii i i i!� i i I, i-( 1' 1�' if.-Ti-.11 -f.�ii_"1 . � r� z_ >,. _ ,�,w� < �,,� ;�:� ri.._i.l_L i I _ 1_i..i_. i.. _..i_i�i_ t ._ i.�.L_ .1 __i..�.t._� �_J1.�.�. a . . . .�,s,.�� . , ,, ��L �l _ �__.t_ i__i __ ..). -i.i. _,i_ .t_ L L _i�1.�.,_ �1 _i._.t_ � ; �, N . �.� i � I.11 l!�I 1.f 'I 1' I I 1 1! I Il Y 1� 1 ��ll I 1 l.I'1 l 11 1'1 �-�` � {} ��" .� ax .• I 1.1�1 I�l i 1 1 I l� I Il Y I 1. I I I' I 1 � l I I� �111 Y�l �..I�I I�l 1�I. !� f l7l , ���' '_ _ _ --- �- t -_ �. �_` / � - -, - ? �i �,, . �..�. ,�. >o ,�'• ra kf22,a, ac� . ,�: �s .�c ,. `�� � �i � ..>, .i .. .... �":z. �- _���,r`s: s, , . t L �. � _ �_ __��,_ �.__ �. _ �.__ � _ �_ _ .,, � '`�;;,; �l-il ill_i�l i_. L�.L��7 _�_�.i .i��_ � � � ! � � '�l7 i i_i:i!,�1�.1_ivLl �_ "_�1 . � l t�, � ;�,, � > �i��=iZjJ� �1�i7�_i1i.i� �J_ � .�„ ' ��, � ��. i�i�a_i1jJ�,�ll_:�ll.i_i -. ,-,_ -,- - 35C� -" ° �� , , -� _, . � . �0 ` � i ��, � . _ !_,_�LI_l.�l�l I,LLI_l.l.f_l.� !�I_1_ I , � �L` 1_I.I.LI_l!� t��.,_I_L, I_l.) _ �:'__,', , i.;_ � _i ��U �_t 4�.1_L,.1_I i 1-; � i �; P ; _I_I_I.��U ���.'U_1.�4�.LL;L � �, ,; � , s. � � i ii i ._ � � � ; _ _ . �_ L�i _LL.4U_1���LL,�,LLL�4� `= _ -�s!' � - � I 11�_Lil_��.,LI 1_l,[J_�l�L��l - �- �,� � ,.. . � ` � � � _ � I�f � '� i��_ �; ��; � �, .=�� �y +50.00 �\ � C��:i�:rn�,ii, r��'w ��� ���. ���' � � � �� _ � �� �v�; +50.00 F \ � r .i� n �: ��; ��; F � r _ � � , - 0 �/ ♦ � `- EX. RNJ F � !�„ EX. RrW F �� � �G F F �;�. �. �. �,; �� ,s� _,=<� �t.,�" � � F F �;�. �� ���� ,� � � , �, SPECIAL LAT. EC MATTING TOE � �-_, , �� � '�� � , JS -�E� E E _-_ - � � �_'_,, -LS --_ E _�_. - _ . - - __ � � ., , ,- _�_, �,_ ,-, _ ,_ , �• � �, , , SPECIAL LAT. EC MATTING TOE � _ -J�-�� �,� �_, �,� � V-DITCH PROTECTION ��� ;; _�_, � ��- � � � � � ;. �, .. � �- _ ;'., �_ � �- --' ,_ , � - �� ��= ' _ V-DITCH PROTECTION � , �� �-� �' �- � ' -� ' � �._ �� - - -� - _ _ _ _ E E SEE DETAIL 2 SEE DETAIL 1 ' ����"'�' �� +50.00 ,_ •.. g� +50.00 ;, �,.� - + 88.00 SEE DETAIL 2 SEE DETAIL 1 ;,, n;, `�' ; + 88.00 EST. 150 SY � 85.00' ;= `� 71.00' EST. 150 SY r/ 85.00' �\�Y '�> 71.00' � CHANNEL IMPROV � � � � � � � � ����" '�` `-" � � 4 �� �,�� �,_��, � � 4 EMENTS � ,_, � "'�'` CHANNEL IMPROVEMENTS ,/ � UPSTREAM �'� ' ��'z � � � UPSTREAM � �� `� � � ' " L �� �� SEE DETAI� 24 IMPERVIOUS ��s-��. �- JOHN P. DREYLINGER �� �� �� � ��s-� _ JOHN P, DREYLINGER SEE DETAIL 24 ��"- - , =_l GILLRIST MLK GRu4JN9 ��: DIKE �, i_ _ GILLRIST MLK G��C�u��, � IMPERVIOUS ��, �. � _ � , , , ,-. ' � � ;;� <� � '''� � � DIKE �`' ROCK PLATING REQUIRED ON ` �'�' � ' ' , ;�- ROCK PLATING REQUIRED ON ��'��,�:, i '�� �� � ALL SLUPES STEEPER THAN 2:1 �s�-�, �s=--� � �, �s✓ � � � ,' �- ALL SLOPES STEEPER THAN 2:1 "�►S,_ � -`'� __- � -L- STA�: 41 + 50 TO 43 + 00 RT �� �� � ��� - _ , � �s� � -L- STA: 41 + 50 TO 43 + �0 RT � '��=1 ��� � ;,� ,_ � �� ,� "�-- � i� SEE DETi4�IL SHT 2G ����� , � �-����� ; ;> SEE DETAIL SHT 2G �`,;�� � ,- , C ` _ `r �,� ��, � � ��' ,`t, 4�� 4 � I-!- �,I, _ � \\; i, ,'J',� I � � J ; N ir \ � �) •f� � • �� `f _ . � � 1 \ � \ f �l'"�' r .Y �.�., i ��' `1 � � ��. � � ) �-�,- � �` �� � � � '`Z. �i' . � i . . w � � ���-L _ � �-'� � �, � - �i �� -t.� , r 4 � -� ° _ �• -� ,' �/ ��� ,� I �/I I O � � � 0 � � � � N Z M � ~ J W I W � Q N � N O W I"' � J = U � � U � Q ` DETAIL 5 TOE PROTECTION ( Not to Scale) �\dti,�e< Natural \ ,L.,��O`\c�\o�e Ground �� b � �_d d = 1.5 Ft. b = 3.0 Ft. - Geotextile Type of Liner= Class 'B' Rip-Rap FROM -L- STA. 333 + 80 TO STA. 335 + 30 Rl � � �� � ,. I �u ��� � 1 � I,�� �� � � � '/ �, LAT. V-DITCH � SEE DETAIL 21 '' DETAIL 22 LATERAL BASE DITCH ( Not to Scale) Natural I �- I � Fill Ground ?•) p ��1 1"iFt. Slope d �g Min. D= 1.0 Ft. Max. d = 1.0 Ft. 6= 2.0 Ft. b = 5.0 Ft. Type of Liner= PSRM �. 3�, �TY To HE' � T � CHANNEL IMPROVEMENTS DOWNSTREAM SEE DETAIL 26 ROM -L- STA. 324 + 00 TO STA. 324 + 70 RT DETAIL 21 LATERAL 'V' DITCH ( Not to Scale) Natural � I �- ' Fill Ground ?.� p �•:� 1"�ft. Slope Min. D= 1.0 Ft. b = 5.0 Ft. DETAIL 2 SPECIAL LATERAL 'V' DITCH ( Not to ScaleJ Natural I 1�� � Fill Ground 2.� ��p'�'�e Slope D � Min. D= lA Ft. FROM -L- STA. 324 + 00 TO STA. 324 + 35 LT FROM -L- STA. 327 + 00 TO STA. 329 + 65 RT FROM -L- STA. 330 + 60 TO STA. 332 + 00 RT FROM -L- STA. 337+00 TO STA. 338+00 RT DETAIL 25 CHANNEL IMPROVEMENTS UPSTREA1v1 ( Not to Scale) Class 'P Rip-Rap* � T Natural ��T� ��rou� Natural ?, � /����`�r%� Groun�� I-� Stream �i�`�' �� H _ Bed �^ `"' �y n�.' EST. 70 CY EXCAVATION T= 2.0 Ft. EST. 95 TONS CLASS 'I' RIP-RAP H= 1.5 Ft. *CLASS 'I' RIP-RAP IS TO BE BACKFILLED WITH NATIVE MATERIAL TO REMOVE VOIDS DETAIL 26 CHANNEL IMPROVEMENTS DOWNSTREAM ( Not to Scale) � Class 'I' Rip-Rap' Natural y T Natural Ground � �� -��Gro� � � , ;��:%\ /fi���' � �Stream � H Bed u��� �_ 4 i �_ t. I EST. 75 CY EXCAVATION T= 2.0 Ft. EST. 65 TONS CLASS 'I' RIP-RAP H= 1.5 Ft. *CLASS 'I' RIP-RAP IS TO BE BACKFILLED WITH NATIVE MATERIAL TO REMOVE VOIDS L STA. 324 + 70 RT '---- :S8r,��,- I ftC��Y�. ;-`, L� ON '�; � f 80 0�` ANDOEXTEND �, 2� 7� X g- �_ ' ALL SLC���� s ���'Lu'�� �u �-VAN 2:1�,, ,� ,� � W/�8" RCP-�I� � � RCBC EXrENSION � - � - STA. 32�+00 TO 331 +50 �LT -t-�5o.0�� � �' , - , +58.3, +52 S � DETAIL SHT 2G �� � ` � ;, ,; � p �� 73. � - � - - _ --_ _ _ �_ - � E 50. 0 � � '� � - ��, - , '� � . � F E . ww - _ _ _ ` ,- - - - - -- - _ _ � -� �, � - � - - - ,.. � � � �_; ._ �_ � �� � _ _ �. �_ � � � � '� �� � � -- � � �� � � � ' ' �' .. -- , _ _ _ � � . �, - � � .- . _ � ., � '`� i � � � � . . g .��.�_ i � , ,,� ,., � ,J 2G1-FG O 1504 i `� � a. � � _ _ - � I u� I I = 2' LAT. BASE DITCH SEE DETAIL 22 EST. 70 SY PSRM ���-'� � �� � �- , ._ EX. _ -�1.-1 � ��-_, � � 4- ��� � -�,�t 12 � _ -' �.,:�. - � 4;��/ �7 .:, F2 � . � „ \ CHANNEL IMPROVEMENTS ` ` ° `' ` UPSTREAM I�� $�'o�' SEE DETAfL 25 Z - � w � - - m,�,: - �;,, oa _ < REMa' �__ HW ° � .. - i 1 . _ ��op�' ` . COLLAR AND EXTEND W/18" RCP-III KERMIT Ae STAMEY9 JRe MELISSA Me STAMEY -L- STA. 324+48 LT ,,, � CLASS 'I' RIP-RAP gp_pu EST.2 TONS GEOTEXTILE , +00.00 ` EST. 8 SY .00' ,`_,, - 80 r, r' + 0 ��, Ex� � � � ��� � - -_ ��-- _ -fi� . - �.� _ -- - - - - � r _ - � ��.,. _ ,_ = --- - _- ---- . - F_ _ 15" RC P-I I I 2G1-FG 1505 < - -\ , � �_ - - DETAIL 9 LATERAL BASE DITCH ( Not to Scale) b � Natural �� Ground �.� p �,•:� 1'7Ft. \ Fill Slope I Q I Min. D= 1.0 Ft. I`u►� B= 2.0 Ft. b = 5.0 Ft. FROM -L- STA. 332 + 00 TO STA. 333 + 80 Rl ��� D ETAI L 7 LATERAL BASE DITCH ( Not to Scale) Natural �� \ Fill Ground ?'I p r�,•.� 1'%Ft. Slope d GEOTEXTILE �� g Min. D= 1.0 Ft. Max. d = 1.0 Ft. *When B is < 6.0' B= 2.0 Ft. Type of Liner= Class 'B' Rip-Rap b= 5.0 Ft. FROM -L- STA. 334 + 85 TO STA. 336 + 50 LT FROM -L- STA. 335 + 50 TO STA. 337 + 00 RT � � KITT T. HELLER � ����.-...�r. � CLASS 'I' RIP-RAP EST. 4 TONS GEOTEXTI LE EST. 10 SY NAD 83/2011 DETAIL 14 STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground �.� ,L.'� Ground D Min. D= 1.0 Ft. �g I a B = 4.0 Ft. -' -L- STA. 335 + 50 RT � + .D�i�� �` 10 �� � � �fs TGS ENGINEERS encineeRs 804-C N. LAFAYETTE ST � SHELBY, NC 28150 ��� PH (704) 476-0003 CORP. LICENSE NO.: C-0275 84 xl4 x3 l.5 inch Skimmer with 0.875 inch �Orifice Diameter 4 ft. weir I� ��.� \ \ 1 \ � 2' LAT. ' \ BASE DITCH CLASS 'I' RIP RAP SEE DETAIL 7 � EST.26 TO��S � � � GEOTEXTIL� CLASS B RIP-RAP � � EST.55 TONS \ EST. 50 .'�' GEOTEXTILE EST. 155 SY � 0 3 ' LA�E HlF T A 1- \ -I� , END SBG PRO . 16 / , - � \ CLEAN-OUT �-�'!� � ro \' -L- 336+25.00 LT r+64. 86.0 � �----�_� �, ,�°.. , 55.73' E. R�W OIL R' -� � �- E COLLAR AND EXTEND EXIST. PIPE �� _�� Q + 45.0 i/ � �_. , � +00 ., `N/18" RC'°-III \ �s �� \ _ ���' g - � . ��, ��' _ _ � ��� � _ �� q. / : .. _ � {�,_,�I(�, k' .� � _;;.� _'_ - �,:�,<, _ - ���T- � _ D � � _ �_ - COLLAR AND EXTEND -4 �- ' ' � „ W/48" RCP-III 15 ,� L � - -y'__^ --. = 15, 15 RCP-III : ��; 4, w, � , ,-� - , ,�- ��v - - .._; - 4��$��-- REMOVE 2G1-FG 1506 2GI-FG 1507 - �� _ � � �;�-I- - I REMOVE �j, I �� � t �� Nyi,_ H W �i � �i 2 Z N� �-�, ��.� ,��-= A- - - � - � flo -,r r �--�1"-, - , - -,--- - � ! � '�±��-��-�_: -_ " i� �" . . o - _- COLLAR AND EXTEND - - - - o - _ ''� .. . ... � � O O �A�O/� . .'. . .. - - c - � _ - . pU Op 1 .,. �� A l �-T.'F- YY O l. -� � � i \ �' `� - � - � , _ _ ".� . /4 R P � -- . _ ---- -- � oo - �- ,r✓c.� � t,�=r_ � _ �,''" Lak�.� -r _^� � f , �r� ' ' _ . � - . .� � -- --�--� � ��\ `\` ,��. � � � = --- . � / . _ _ _ _ �, .. .� ,:��v , � � � F �. - � � � �, . „� - - �n � = - �\ \ REMOVE ��iV � ' � . �'� �'= �- \J , _ , ; +14.00 SPECIAL LAT. / � EX. WW V-DITCH SEE DETAIL 2 . J � - ,_\ 2' LAT. 3ASE DITCH iEE DETAIL 7 �LASS 'B' RIP-RAP :ST.50 TONS �EOTEXTILE =ST. 140 SY \ �' � O � O � r � W O M Z M � � J W I W f_^ Q v , � N O W � � J = U � � U � CLEARING AND GRUBBING EROSION CONTROL FOR CONSTRUCTION SHEET 15 NOTE: PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B AND TEMPORARY ROCK SILT CHECKS TYPE - A AT DRAINAGE OUTLETS. PROJECT REFERENCE NO. SHEET NO. W -52/2N Ec-i�icoNsr,iS RrW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER � � � P H AS E I P H AS E I I 1. INSTALL IMPERVIOUS DIKE AS SHOWN ON PLANS. 5. STOP PUMP AROUND OPERATION. 2. BEGIN PUMP AROUND OPERATION. 6. REMOVE IMPERVIOUS DIKE AND RESTORE FLOW IN LOW FLOW BARRELS. 3. DEWATER WORK SITE AS NEEDED INTO SPECIAL STILLING BASIN. 7. INSTALL IMPERVIOUS DIKE AS SHOWN ON PLANS. 4. CONSTRUCT LOW FLOW EXTENSION WHILE RETAINING EXISTING SILT IN ALL BARRELS. 8. DEWATER WORK SITE AS NEEDED INTO SPECIAL STILLING BASIN. 9. CONSTRUCT HIGH FLOW BARREL EXTENSIONS WHILE RETAINING EXISTING SILT IN ALL BARRELS. 10. UPON COMPLETION OF CULVERT EXTENSION, REMOVE IMPERVIOUS DIKE AND REESTABLISH STREAM ACCORDING TO CONST. PLANS. DETAIL 5 DETAIL 22 DET DETAIL 5 DETAIL 22 DET TOE PROTECTION LATERAL BASE DITCH LATERAL TOE PROTECTION LATERAL BASE DITCH LATERAL ( Not to Scale) ( Not to Scale) b ( Not ( Not to Scale) ( Not to Scale) b ( Not �pt�et Natural I�-- i \- Fill �p'cte� Natural I�-- I Fill o�F o,pe Ground ?'J p.L•.� 1'�Ft. Slope Natural _� pt� o,pe Ground ?'J D rl•;� �'�t. Slope Natural �_ Natural � � S� d Natural � S� Ground � b � F�\ Ground ?.� D Ground \\ b � F��� d Ground ?.� D �, � g Min. D= 1.0 Ft. � g Min. D= 1.0 Ft. �d Max. d= 1.0 Ft. d Max. d= 1.0 Ft. d=1.5 Ft. � b= 3.0 Ft. Geotextile d=1.5 Ft. 6= 2.0 Ft. b= 3.0 Ft. � Geotexti le B= 2.0 Ft. b= 5.0 Ft. b= 5.0 Ft. Type of Liner= Class 'B' Rip-Rap Type of Liner- PSRM FROM -L- STA. 324+00 Type of Liner= Class 'B' Rip-Rap Type of Liner- PSRM FROM -L- STA. 324+00 FROM -L- STA. 333 + 80 TO STA. 335 + 30 RT FROM -L- STA. 324 + 00 TO STA. 324 + 70 RT FROM -L- STA. 333 + 80 TO STA. 335 + 30 RT FROM -L- STA. 324 + 00 TO STA. 324 + 70 RT DETAIL 25 DETAIL 25 �4 ;�' �.J CHANNEL IMPROVEMENTS UPSTREAM 4 �` C'�y CHANNEL IMPROVEMENTS UPSTREAM � LLER I�� �: � �� ( Not to Scale) � LLER ��''` � 3�, , ( Not to Scale) KIT T Y T� HT CHE�� - cia55 ��� KIT T Y T� H CHE�� �' c�as5 -r � pAWN T° M 1 KITTY To R'P-R°P� ��T Natural DAWN �e MIT -71 � TTY Te HE � Rip Rap` �-r Na,��ai ' �� �__ LAT. V-DITCH � �Grou� � Grou�- - ,`' �� SEE DETAIL 21 -' ,� �"! �'! T� ��-�'�`� L A T. V- D I T C H \ � r� ��� i � Gro u n a� ,?�% S t r e a m �,,,��� Y��' �, N $EE �ETA�� 21 ,�', �- A I� - Gro u n 3� ��% I S t r e a m /'"�� � � � � � � � �x � H Bed � � �'! �����'?;N_ H Bed .� � , l'. ='- i _ `G' :��,� .4 �_�'„ I �� CHANNEL IMPROVEMENTS EST. 70 CY EXCAVATION �, CHANNEL IMPROVEMENTS EST. 70 CY EXCAVATION � DOWNSTREAM EST. 95 TONS CLASS 'I' RIP-RAP DOWNSTREAM EST. 95 TONS CLASS 'I' RIP-RAP SS �g� R�P �P I SEE DETAIL 26 T= 2.0 Ft. SS �g� RIP-�`P I SEE DETAIL 26 T= 2.0 Ft. T 2 TONS H= �.5 Ft. T 2�ONS H= 1.5 Ft. EpTEXT��E IMPERVIOUS *CLASS 'I' RIP-RAP IS TO BE BACKFILLED W�TH EpTEXT�►-E IMPERVIOUS *CLASS 'I' RIP-RAP IS TO BE BACKFILLED WITH ST. � SY G�N SgG �T DIKE NATIVE MATERIAL TO REMOVE VOIDS ST 7 SY DIKE +14.`, BE 3.+02.95 -L- STA. 324+70 RT +JC1 gEGIN Sg02.q5 LT NATIVE MATERILL STOA. 324+070 ROIDS . 1p4.�, - -L- 32 \ �p4.0�' -L- 323 _ \ ` �LL SL�� �� ;� � �.�� ��: � b ;i�� �P� , ,� r�a,� ' ' 2 @ �� x s' ALL S�•�,� _ ���� �rv - $c�: � -'=39M1) � ��� , �, 39M1) ��u�:r� - -� RCBC EXTENSION -L- STA. 32 7+ OOu Tf ��HAN 2:1 ''- � � BAN 2:1 � i- �� �T. V-�ITCH � � ' t _ �T. V-�ITCH � �.,-,�. ` 2 @ 7 X 8' ; O 331 +50 �LT- -+�c� � _ , SEE DETA►� 21 �, _ _ ' :'�o S E ET D E T A I L _, S H T 2 C- �, 68.` S E E DETA�►- 21 RCBC ExTENS�oN STA. 32J + 00 TO 331 + 50 �LT- + �Q �:: ,:� - _ ` _ ,; 'r :�a.i3 +52.00 C� _ _-_ __ - -, _ _ _ - �0.13' - - 5EE DETAIL SHT 2C 0 , 71.00' � _ __ ' , -- . _ 3 ^ p + 73.00 ;_ - _ + so.� <};,i p + �3.00 _; . _, . -- _ - _ _ +50 00 _ _ _ � EX. R�W 71- 00 ,_ _� - - -�- EX. WW- ': ._: � D EX. R�W + 52 A ' -- Y- ,-. , -_.EX. R!W _ . � s r` F _. . f f - - F - - , _ E � ,'�._ _ - _ _ -- _ `� �� � ,,. _ _ - . _-�� : �. -�� , � � -� F - � " P �-��- - � �` ,, � '_� - E F N�e �� �- ��' � _ . _ � F i I r . ; i � � � � i j ,�-,i�l_r-c�rr,, ,�'TT?T�L��=�7.i � � � , � ,_ � F� � � � � I � i ' I �' �I �� 1 I I ..I , � � F ._:-� c'Tr��T��7.-4_I 1,�. � � '- r_ ° -- --- � � - � _ � _- ,., ��i�� ��� i��i,�� �,��,-�� �4�' IYP� ., � - ' �. . �40 �YP� � _ : � _ I i_�� T T T T T T T _. .' 'L T�_ T T T T T T T T -; __-_ _ - - �_- , N .� . , ., �_, �_� .-� �� � -� 15" RCP-III ' �- - -� ,_- ._�- -��� 1� �:� ,.� : ,_ y_. .� ti 15" RCP-III I - - r - -- � 4' FDPSr o� - - �w. - -�� �� � �� _ - -- - - 2GI-FG 1504 � - - - - 4' FDPS o'� - - ' _ `�� ��� - - - - - - � - 2G1-FG 1504 - - 7 � �''� � � � , - - - , _ - - -- � M . �� -- al O O � � - � O O O I ��-' I _- _� i ,_ i - - - - �403 o N � _- , i _ i, - - - - �403 o C�J �� O �y - - O �_r L�� F�PS i ��.� � - ___ - REM _i4' FQPS , ���1 - ___ _ _- - REM 1404 2G1-FG 15" RCP-III FG , ,- ,-, , , . , . GRAU 3�TL-�,c��' I , �� ,_ - > - � HW 1404 FG 15" RCP-III _ _ , � .' i- GRAU 3�6-iL=��-�"., _ - ,� � � HW _ GI- ` �_ � 2G1- EX. WW _I 2 +83.00 2G1-F �,;� / �+83.00 �+-� � �� > / ,+ ` I =-` � � I � � . ��� � / � � �' !� � � � � - � _� � ' � i ,. �, . � , EX. WW - , a�s - �% P�'�� �A, , I I, COLLAR AN � -� � � �_, � _� p��� ��� 1 I` COLLAR AN t �� < J � - -- � ,�,. , w � 3 � � W/18 � - r.'�� , � W/18 �,� , �r, � f _ _w� � � _r��- � . . - . 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