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HomeMy WebLinkAbout20161083 Ver 1_17BP.7.R.87_400254_Permit Drawings Dec 2016_20161207• � See Sheet � A For I ndex of Sheets See Sheet � B For Conventi onal Symbols See Sheet � C For Survey Control Sheet • DETOUR ROUTE TO SR 1005 (ALAMANCE CHURCH RD.) � JI�I �\ J� � � %�� ��� %)� JI�I JI�I J�I ���� � !���\`� � �J����������, �� ���� ��� P E RMIT D RAW I N G SH EET 1 OF 6 LOCATI01�: BRIDGE 1�0.400254 01� SR 3121 (FERGUS01� RD.) O T�ER S TI1�I�I1�G Q UAR TER CREEI� TRIB UTAR Y#2 T YPE OF WORI�: GRADIII t G, DRAI11 tA GE, PA VI1�G A11 tD C UL VER T WETLAND AND SURFACE WATER IMPACTS PERMIT z D � Z Oo C7 � C.�J � Z � D � N O BEGIN PROJECT -L- STA. 11 + 50.00 BEGIN CULVERT -L- STA. 13 + 08.61 A DESIGN EXCEPTION IS REQUIRED FOR VERTICAL ALIGNMENT AND STOPPING SIGHT DISTANCE. N � � W �� aQ �� m �� Z� �Y ZW �� cn U END CULVERT -L- STA. 13 + 2 9. 3 9 END PROJECT -L- STA. 14 + 75.00 TO SR 3122 (GARRETT-STORE RD.) - RELEASE FOR CONSTR UCTION DATE: 11-01-16 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared In the Offlce ofe HYDRAULICS E11tGI11lEEl�,���"""",,,,, GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH 504 Meadowland Drive ,.� .��, .caRo�� ,,, �% ADT 2015 = 500 Hillsborough, NC 27278-8551 _������ESSfayq� �i �I Voice: (919) 732-3883 � _: 9 % Fax: (919) 732-6776 SEAL 20 l0 0 20 4o T- 6 %* LENGTH ROADWAY PROJECT = 0.058 MILES DIRMNO.PO 39GINEERINGSERVICES www.summitde.net =�•. 030405 :_ ��� �0�p� �, 2012 STANDARD SPECIFICATIONS � \ � �� ------------------�� . ' O ` Q o PLANS V= 55 MPH LENGTH STRUCTURES PROJECT = 0.004 MILES '�-,•c �E` !"����,�.��' � �o P.E.'��,�� ��� IU F F\\����`� � a TOTAL LENGTH PROJECT = 0.062 MILES SIGNATURE: ru � 20 l0 0 20 40 *�ST = 3% DUAL 3% RIGHT OF WAY DATE: TRACY N. PARROTT, PE ,,�,,,""",,,,,, a � PROJECT ENGINEER R OAD WA Y DESIG11l ,,.�`���N � RO��'%,, �'�, a MAY 7, 2 Ol 5 E1�GII�EER ;�o �. �. ..`�� . ti-� : � Q PROFILE (HORIZONTAL) FUNC CLASS = � � ��� Q� _ � :' SEAL '. o _ �� �a a��Qo 4 2 0 4 g RURAL LOCAL LETTING DATE: BRANDON W. JOHNSON, PE ;�•.. 034371 :�; 1�CDOT C01�TACT: VI RGI N IA MABRY =���.. �� �; MAY 7 2 Ol 5 PROJECT DESIGN ENGINEER ------------------�-�INE,�•'� `Z` � MANAGER, PRIORITY PRO JECTS UNIT � �'�,� / V "" �O ���` P.E�'��ii i i i iWi i i������`� PROFILE (VERTICAL) SUB-REGIONAL TIER SIGNATURE: � i i i i � � � � �� � PROJECT REFERENCE NO. SHEET NO. ; ,� D ETAI L 1 D ETAI L 2 � i J � � BRIDGE NOo 400254 /7BPa7oRo87 4 � Pl Sta l2 43.82 I��� , i � SPECIAL LATERAL BASE DITCH RIP RAP AT EMBANKMENT _ , � „ CLASS I RI� RAP � � m � '�� P E R I T D� I � ��' � No t to Sca le) ( Not to Scale) p- 0 3 6 5 5. 5 ( R T 1 S E E I N T L E T�� Y P I C A k° � � ` �- � W N G R! W S H E E T N O. ___ o � ,� Sta. = 13 + 00 LT � 10-m�n. D= 0 3 6 3 2. � Q5= 5.6 cfs 23 TN CL��I RIPRA f� � � I ROADWAY DESIGN HYDRAULIC$ � Natural , 1 0� F i l l Ditch 1. 0' m i n. L - IO�.O7� ds 0 32ft�5 N 45 SY G�G�TEXTIL�� �, %. �j S H E E T � O F � � ENGINEER ENGINEER 1.5� T �1 s- o.nlo�t +98.00 -L- - Ilv,1'PERYIG��US ��� ����iiiii,, � � � � Ground ?•� D ��a�'cet 51ope Grade � l = 5�.5`t� n= ��-. 5 m _ \ �� ii ��Uiiiiii� � � � � d � Liner- lass B Rip Rap rjQ.O� �, ��KE ' ,�. � � � R= 9,4/0.00 ;' �; N T HoM a s �. BL A C K &,-! _ ,,,���.��, CARp��%,, ,,.'�`�.�N CARp��',-, � I I I GeoteXtile B GEOTEXTILE � = Sta._ 1+00 LT RIP P ATIEMBANKMENT � N DIANA C. BLACK � O. ���1/''•.�I/ � :� �•'�FSS� '� SE NC az- 48 �fs I ��� SEEIDETAIL 2 SEAL ` � 9 � � � � Min. D= 2 Ft. +62.73 -L- P i � � ' ��'� � m �� � � � �, �� .'� �,•� �q�., � � I I I = {�, V2= 3. f s DB 342�G 1385 � � - = • ' ; : Mqx. tl= 1 Ft. Type of Liner= Class 1 Rip Rap �S 55%%l�ll Q10= 1 cfs I � �� � �� � � -� - - - � I I I .00 LT v� o= 2 f s I ' � � _ _ � B- 4 Ft. Quantities Induded in Outlet Protection for Culvert � �, �X� = = co : : z= _ SEAL _ x � I I I Pf Sto. l +9#.36 - �� � � � '� `�' ��� _ =� : 034371 � �_ _ . 030405 . _ Type of Liner= Class B Rip-Rap STA. 13+00 LT & RT +47.00 -L- � i i �.-,. _ i I I I FROM L STA. 12 + 50 TO 13 + 00 LT + 61.00 -L-� EX �yy i j� ��� I � � i � i � z�, ��2�'•, .:'��� = � i I I I �-_i_ DO NO l < i i D= '. ��•EhGIN ,E��..•' `Z` � %� '•�GINE�•' �,� : i I I I 43.00 LTsra.= i2+oo LT + 5.00 -L- DI TURB W L � N i �' � � ��� ''. � 0.`� �'•'�' �C, •`� i I I I EX RlW � f 41. 0 LT ----� -� � �� � NCH � N �� � �� �� i�� W. ���� �� i� ���� ����\��� �� Q5= 5.6 cfs ., i m � / , f i � i � i � � � � 5 5.0 ps �� � /; �� � m i i = iiiiiiii� iiiiiiiiii��� � � � � 1 � , d o.6 t+ � m � _ _m � QQ �; : , , s � DO NOT � EX RrW �� �� � � � � ,� � � � � ���� � �iner� � Gra�sst i ��. � � DISTURB WALL +47.00 L- c' _ . � I I I THOMAS J. BLACK & TYPo � - - - - -- - - _ _ E � � , -' ��� ,,�I ���, s �� � ';�-��-h w�'- � � ' _ ; < w000s � � DOCUMENT NOT CONSIDERED FINAL ' w s,a.- n+oo �r - _ _ , _ �- �� �� V.' ��F � s ,:�� �€ �_ � � ��� � - � � � � �-�- UNLESS ALL SIGNATURES COMPLETED , I I I DIANA C. BLACK � � � � � � / V�2 - 4 8 fcf�s p� �' � �- �. � I i -- i i � �-'� �B 3427 PCi �38rJ � - _ �'-- , _ - � �i �,.� , � ' Prepared in the _ � � � T --- - _ _ ,� _ - _ � ---- - I � � � - @}�b.l�#s - _ _ _�� � -------- � � � � � I T I�r �"; NC FIRM LICENSE No: P-0339 :T�fl ��� - p ` ", i 11 �` � � s s� - - -- - -- --�_ � T � ;� . - , � +-�_� ,_ �. -/ - � __ -^ „ __r, -- - <`` _,'i - -- ------ ��°v�^v� ��- �-�-r� - � � - - � Office of: - - - - - , - � i � -�: _, � :;-� _� �_ , � � � ��, r - -- _ ^,�- - - � �_t r� � 504 Meodowlands Drive _ � � �: ; , � . . � ,�.� _�, �., ._a r- -,._. �... � �__, ��'v _, :� _ � ..._: .. �.� � _ , .. � ..,, � ��_ � _ _ r-r `- -- � .�- �r_� -�J' _ I I I � � _� � _ �_ vrQ� ;_�.�;f�� � r-, � ��, . �� � :- �-� �• - _ t -- - � _ � / � � � � � � � �_� �� �,_ � ,-` -��� ������-� � �� Hillsborough NC 27278 � � � � � � � - - " -'�.-"" `l� � tir-�;-ts � ,_, ,�'� -�- �_ t _ � _ � ��-, �,,,r � _ _ � - � ��N �'R � ��fi�N AT ���.�oEx�xEEa��s�i« (919) 732-3883 - (919) 732-6676 (FAX) _ � � �� �,, , � �F � � i I I I � � ��- ' S �' 0403 EE DETAIL 4 i DRIVE PIPE 15" � REMOVE � �-------- i I I I SPECIAL LATERAL BASE DITCH 5 S !. � I I I � STA. 11 + 50 TO 11 + 75 LT - F F ; � � � F SPECIAL STILLING BASIN EE DETA1L '� s , - _ "_� ` _ _ - � , , , 24 INCH i 5 - - - - - � 20� � 0403 I I I __1v11N - T.� P. - ' - � I I I _ � s- s � , s--- ---- - - � - - - - - - - - � � � - o I N VO L. = N 72 CY 5 5' N � o 0 o PIP� I � i i i �- - - ° ' " _ � � F R PUMPED EFFLUENT I - - „ _ - � , „ � �r. s � '�V�i aG ,� � cE ����-- � � ' I I I � I s i' =' T - � � � � p � O � � � � � � - - - - - - - - - - - - - - - - --- - - - - - - � I I I -- �8� - --_ ----- - - - - -�- � - - -- ` , --- -- - - _ --- -- � -- -- -- --- - - - - - - -- - - � I I I - - - - - - - T , -- -- - - F� \ - - - - - _ -- - - - _ - � - T T � 2 TN CL B RIPRAP � � I I I � ' REM�VE � � � � 7 SY GEOTEXTILE � � � � � � � 0401 \ � � �`- _ Sta. = 14 + 50 RT F � I I I � +56.39 -L- A � �R i��,�, ,�_ ` s �-- - - - - - - - - `�� - - �,--�.6-#ps� _ i � � I I I i 15 _ __ Qs= i.b �f5 _ �' � � -� T � � d - r0.4 ft � I I I _ _� �� EX fLW ��, ��„ � �. . s- o.o� f�t , . ' ,- C � � ------- -----�-- r 7 SY / -- - - -n--e��3s - - - - _ °P OTEXTIC � � � � - - � GTI � � „ � �- - - - - - � I t� � ��� - � � � s i���� � ��, Liner= Grass � �� � �i.��. , � \ I � � C Sta.= 12+25 RT � �' EIF � I I �� '� � !_� �, s �� � �� � � � - � � �� A ` , ; � ' i � Sta. = 14 + 50 RT i � � � V5 = 4.4 f�s � � i � � � d= 0.3 ft ° � � _ ��� � J� � ���� � s ���'� �� '��� � N�� � ��__ 2�5 fpf � i � � � s= 14 ft�ft i i ��', ��� ., Q 0 8 cs ,v, \ � � 5'' p \ r+ vi 2.6 f 5 `� JAMES E. FODDRELL & � � � � + 71.00 -L- "- 5 + 71.35 -L- � � ' �,''' r �, m p �'� ;� Liner�rass �UT I�TCH '� �� I? s '�� � � c� LINDA A. FODDRELL � i i s$.00 RT sta.= ,�+z5 RT a$.00 ��, ' �', ',�� s _ �� �� END PROJECT Ex �w Ex ' s�E °E ��� 3', f� �, ND CULVERT `� � � -L- STA. 14+75.00 DB 4232 PG 695 IRIPRAP AT BANK� � PB 100 PG 92 � �, , i i i �, _ a2 -,., �f5 A 9 � , -� �, , ,, _ � � I I I _-, `Qo_,4 4�� �-, � -, -, , _ _ I�' � S�E D tAIL 2� NT �� - "i _ - . 3+29..3 E . __ ST , - _ ',, ', ',, i -; ,.- , - ' - V10= 4.5 fps '�„�� � ` __-- D E l ,; _ ��- - �r-v-. -r-�,�_ - - - - i � � � ' I Sta 13 + p5 RT � �� T _ - �`n"L� ,_t �-,-r-'� �n,_ r �-,- '-'' � w - ' _- �" _ _ r,r , - i I I I , �� ,- II_ Qs- _��is -,-,_ ', -. I DISTU�B L -- � i i i BEGIN PROJECT � , � i �5 = � �.� f s � - � �- -- -�� _� ,_ , , . ��, -,_ `I�, ,__ �- ; � s �, _ _ _ ,__ , , , -, � � .r1 � , � � � ••�_ � _ i � � ' � , -i �-� � '_ _ _ , � _ _ i � ��� i v� (1-� ^ • �; �- � Z � � � .^�,-� � i d= i0.�', �� � _ -`-� - r-� , [ i ; p I � � -L - ST A. ll +50.00 � � � '�, �. � s = ,o. z � � � � � - + 52 . o -�- /� � � w o - � : � � � � N ii � n= 00�.�3�i +l�lp� -�- _, �, = z � � � � � � �/ i� ' � LinerL � s�s T �i 58.00 RT �i� � o� �� ��; s i R �u,P IMPERVIOUS DETAIL 4 SE�1 LET YE AL'- DIKE ���� EX � � a� "' TOE PROTECTION ' � I I I DETAIL 3 I'�z � az.- i�i � Rr 36; T � ��P P� � w > ( Not to Scale) I I I CUT DITCH `I I, ,� v2= a.o €�� 67 ':S OTEXTIL �, � ' PC Sta. ll +93.28 "' , � � 2 � i i i ,Notto s�o�e, �v� BE�IN CULVERT � � Q,o= ,.4�f � �, �, , � /�j _ � � � � � � a V10 = 4.3 �p �� -� �+ !� _ � ,�ie F�ont p/'� � w ��- "���;� GEORGE HARDIE AND �> > F�° � � � � ot Ditch -� ST�. ��+�U.U� � �' � � � �= � Natural 1°� �°Q� ' I I I ��r"��� � 3�� ��e` s��pe I � - � 60' <m � REBECCA J. HARDIE N �� � ti�. ���s � � � � Ground �•� � FVo � � � '- I I I �w I ��� m s � � aM-��� I OB 6236 PG 118 c`°"nd �� F ' MOUNT PLEASANT METHODIST CHURCH DENOTES IMPACTS IN ��I "� � � �`�� Q E�Ev=577o00� PB 173 PG 45 ZO lO O 2O 4O d= t Ft. �� � b= 2 Ft. Geotextile � � � � Min. D- 1 Ft pB 2028 PG 600 SURFACE WATER �_ ���' � �� �� � � � � T e of Liner= Class B Ri -Ra i � � � i i FROM STA. 12 + 81 TO 13 + 05 RT �� � �� � Q m m I YP p P I I I � DENOTES TEMPORARY � �_ ��' IMPACTS IN SURFACE WATER _r � N '� � � FROM L STA. 13+37 TO 14+10 LT � I I I A DESIGN EXCEPTION IS REQUIRED FOR VERTICAL ALIGNMENT AND STOPPING SIGHT DISTANCE. - � i � � I I I i � N '4� __ `° � I I I � ___ _--� -- _ _ --- . . .,_ - -- _ _ _ -____ - __ -_._ i _ i : i i �i � � i i i -L- SR 3121 FERGUSON ROAD _._ � ��� c � �� � ' i i i . -: - --�---- _ � . -- - -- , ; , I I i 01 BEGIN GRADE BM #1: 60D NAIL IN 12" PINE � Ol , I I I , -L- STA 11 + 50.00 -L- STA. 13 + 83.35 105.60' RT - � I I i EL=591.97� -BL- STA. 10+50.48 92.14' RT _ � � \ - EL 577.00' � - � I I I \ � � � - � STATION , , � � � 5 7 �.� , �3+19°00 _�_ 5 7 ' I I I �� -, - � SKEW = 84° � i i i .- - � _. : i ' I I I -- �� , ii ui 2� 10' x 7' � I � I I i --- � ��`\\ :. p -� RCBC . �-. " i E N D G R A D E �I 4 ' I I I � � ' � -L- STA 14 + 75.00 � � � 593 � , � I I I _ � � � � , � � '� EL= 586.68' - �j93 � I I i _ i �� � ' � � ; . --�- i i i � i Q', i oo � I. � i . . �. - ' I I I ! ! ; ! i � � � _ �_� --�-- I ! _ _ _ � - � � � I I I I '� INLET_TY�ICQL - , !I - i I I � � � _ � � � � � .- � � � i i i ----- -- � Pl - l2 +35.00 ( . . i I I I - _ (LE�FjT TO RIG�TO LOOKING LDOW STREAM I - � lil EL ^ 58`t.SS� I � � � III� I � _II _ PI - �� �IO.00 I _ - � � ' � _ � � _ �t' � � � ( � 1'h I I I I ^y � CLASS II' RIP RAP . . . . . I . . . . . I I �, . . . \. \ . . . . . . . . , . . . . . ._ � . . 1� ! ,, ..., + . . , . . . . EL = . 584.22' . . . . . . , . . . . . . . �. . . �. . � I I I � H I . � W/GE TEXTILE . . . . . . . . . .. . . .. . . . . . � ` . . . .. . . . � . . . V C . . . I �O . . . . i �. J . . . . _ .. ' . . . .. . .. . . . . . . . . .. I .. . . � - . _ . . . __ - - --- 5 8 9 I K - /9 � � _ � - ' � , - � I I I ! .. II--, KEY I 10\ � � ITfING �. � . . .I. . . . . . . I .I ---- �. . . . . . . . . . . . . . . � . . . �, . . . i �. . . . I . . �I .. VC IOO I I I � . . . . . ' �.i � . . . . i -- � _ - - ` DS = �20mph I-- -�- � � - , J � K = 24 i , - - � � � � � - ELA55 �. � � I c i- �� �_ I i -� � I I I � i i i _ ,� � � .� , _ � ' -�-----�- . DS = �20mph - __ _ - _ i I I I � wrceorexri� <:; �,,� . � � � ��� � , ! _ � � � �� �. � � � ! �I i � � � ' � �' � _ � J ; I I I I . _- . I . . . . �`� �` . ? -.�l I . . � CLASS�,'I'. . II. _ , . . . . %��� � _ �. . . . . . . . . . . . . . , . . . . � . i , . . . , . . . . . . . . . . . . .. . . . . . . . . . . _. . . . . _ .. .. . . _ . .. . . . .. . . . . . , � I I I I I �-.-.. .. _--�- -- ,.,�� � � . i � RIP RPyP . . � �. �. � . . . � � .. . I I I I � H � , . � " � . . ', > .- ` j�- � W/GEOTEXTILE :- _ , . . . . � 6' o . . . .. � � �; �. � _ . - . . � . . I � . . . . .. .-. .�: �� . - . . . -: . -._ _ _ i .... . . .. . � .. -. . . . . .. . . . . , ,. . . . ,. . . . ' -,. . .. �. . .. � V � I � � � . - . . � . �. . . I . . �.�.__. i . . . � �� . . . . . / 1 /'' . . . . � � � I % /( ` . . . . . _ . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . ,_;. . _ _ _ _ ___ __ ___ __ _ __ __ _ _ _ _ . I � � � - -�- . . . . . � . . . �- KEY IN -1.�' . . I . . . . . . . . . 1 �-/O.�UOo/ . . . . . .. . . . . - . . - �- -� - - -� - �. � � � � � � � � _ _ � _ '� / 1 8-'f�/ . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �ARIES ENCH I � �- -I ° �. � �.�� , _, - . . . . . . . . . . . . . 1 . _ . . . _ � ' I � 7 ��.���/ � i � I I I I 0' I�0 10' ARIES ' I, , I I. , ,. , i � � � 1 II I II I.. 0 TO 10' � EST TONS ��ASS -� = 2 TONS �; - � r - - -i - - - - CULV ERT HYDRAUUC DAT A i I i _ EST GEOTEXTfLE = 45 Y I �i -_ � - _ _ - � ! .I \ � � i , - - - - - - �i i , , , , _ I ; ' ' . !i , i._ �� - - _ -- _ _ _ 50� EST C IR FIB�R MATT�ING = 12 SY I _ _ �` �`�� � � , � � i � �� A� �C`I�TERLINE ! I , , , , , , _ _ I I _ ! � Q� � _ ,: , � - I�I / V � � �, _ _ � ; i�p6,o 6\\ _ � I �_ I � ' ' �_ ' � �_� �!, �',_ DESIGN DISCHARGE = 650 CFS I , �� ;� - - � 0 F ROAD � �_ � � - � ''' ', I I I . G� , I � � I I I_ i _ _ _ � ou �ET r�PicA� __ -_ ___ _ __ �_ � _�__ I_ ___�_ - _ �_ DESIGN FREQUENCY = 25 YRS � i I � -I _ ! ! I! __ _ I I I 1� t \ � _ � --- � _, _ _ � � '� I i - -- � - � - I ;_ --- :,. -�LEF TO RIG T' LOOKI IG DOW STREAM) I II I II _ _ _ I I I `, ,�` �I � / I. I _. .. � I _ II ION - . II __ �, � � � + DESIGN HW ELEVAT 578 / FT � I,', I ��55 I'/R�P �P I� �� � � � _ __ ___ -- ' ' _ 'r. .. � � ,� UPSTREAM I �_ �- � �- � '� = BASE DISCHARGE = 950 CFS �, ; 577 � �� \W,�FQTFxT��E _ �� '�' �'�'__ I�I I � r�.��,� �� .;.-,� ��� FROM �� � �� � �� �� �� �� � 577 _ _ '� e i _ , � �, rriNc i _ . . . _ _. - BAS QUENCY = l00 Y , V � _ - - _ _ - - Q � � I �p., \; , , i ', EXISTING � '� , �- ' '_ i _ BASE HW ELEVATION - 578.82 FT ! � � i� - - III _ I <C _ , I � ,�._ , �, i �=�, �. �i �i II c _I _ ill , li II _' i� I� - I�I I I _.,- �-� . � � �_ ! I� � l i � i- _ �� � -- : � � � _ ��.SS -� �;-- �� ux - , g- � � � - - _ - _ Q, � - - ; IW � � � . I ' � � � '� I - �� OV ERT OPPING DISCHARGE - 1700 CFS � _ _ __ II ' w;� oT XT��E ,:5, � < x � � ��Ss ,,, ; � ; _ _ - I �' � o J � � �! -- , i - �� I ' '� � _ OVERTOPPING FREQUENCY = 500 + YRS �� I � 'Vc,_'.fti _. i �ak RIP RAP �� • . : .. .. . . . ' � �� ��o � W,�Ea � _ � � � _ - _ _ - �' �. - - _ � � , ._ , -_ � ; � ; _ � � ' 5 73 � � 573 �:, ' I � , � � � -- - vry,� � � ,^ � , -_ �_ , _ OVERTOPPING ELEVATION = 584.4 FT � � - i I TEXTILE ��� ��� � ° I . . I . . . i KEY IN II t. ' �. . . I . . . . . KEY IN .l. �' . �, ., �. �-. _. . . _. - _ . I � �I VI�� II� �_ I � � O� � ; � � � I III . ., . . : I � I I II � II II 1� � I i i O Z O►i i � ,_� ,, � � _ _ Ii E"`" . _ I ---- �li -Ii -I-Ii _ _ _ + _ � �- ; - - - - � _ � � I ARIES I . . ._ 0 TO 10' . . . . .._.. - . - .. .-. - . ._ . -._. -,� . _.- - . . . . . . . . i �= I EST��TONS �LASS ,, _ 3 TONS I I_ i i i __ _ ___ _ _�i _�.rr-, J - _;- i - � i �_! ._. _' . . I_ -------------- , i oo ,, I E�ST Gf0 EXTILE r= 67 Y : I - !� I I - - � � f` � l,v I I I. . ,.� I_ , I. I_ R�GHT D�TCH � �'� 569 EST COIR FIB R MATTING = 26 SY�� ' ! II I II i I� �� O _ _ ^_ ' �� ' ,.. ' I ; I- ' S69 i - i _ _- � � i , i , i^I �:. i I f i i i i �� �' - � � o �'o � N TE: A KFILL �T T P OF �� ILL W ATIVE M,4TERI L � _� � � � . �� � I i i � I � � �� � ��� � , . . . , , . , , � ' _. LEFT DITCH - - - - - - - - - - � . �, � cv= O C O � S S � � � � � � � Z , , i ,� u SEE NOTE UNDER ADDITIONAL INFORMATION & O/v1PU TIO'NS � i � i w� ui i �� � � �� �� 11 12 13 14 15 16 � o� � � L i i i i � �' PROJECT REFERENCE NO. SHEET NO. i � � � i o, � I 1 ,' � , ; ,� D ETAI � 1 � ETA� � 2 i � �z � ' BRIDGE NOo 400254 /7BPa7oRo87 4 RIP RAP AT EMBANKMENT P� Sf0 �2 f4,3.S2 � � �� �� � �� P E R I T D� I CLASS I RIP RAP � � SPECIAL LATERAL BASE DITCH ( Not to S�ole) �= O� .36� J�J�.J��� �RT � � ,'� � �' � R!W SHEET NO. � ��' � Not to Scale) o $EE INTLET �YPICAL --- � ,� Sta. = 13 + 00 LT � 10-m,n. D= 0 36 32.� Q5= 5.6 cfs � 23 TN CL��I RIPRAt� � �'� ROADWAY DESIGN HYDRAULIC$ � Natural o< Fill Ditch L= IO�.O7� d5 0 32� 5 " 45 SY G�G�TEXTIL�� �/ %� . -� S H E ET � O F � ENGINEER ENGINEER � I I I G r o u n d 2• � D ��a�� e< S lope Gra de 1.0'mi n. �� 1•5� T = � 0.��� m _ �` � �_ O.11l�t � -I-98.00 -L- � � ' � � ��P�RV�Q,U� �� � � � I \ \\�\\11111111///�� �\\11111111��� � � � d � L i n e� l a s s B R i p R a p r j Q. Q � �, �� K E � ,�.. i � i �� / i � R= 9, 4/ 0. 0 0 N T HoM a s �. BL AC K& ,,,���N C A Rp� '%,, ,,.��`.� N CAR p �%,, � I I I Geotexti le B GEOTEXTILE � _ Sta.= 1+ 0 0 L T R I P P A T E M B A N KMENT j � N D I A N A C. B L A C K �^ � � 0,.��� 1/q� �� I/ � �� Q� •'� F S SI(yy,q C/�i '� SE - NC Q2 = 4 8�fs - ` � � � '�' ,.� �.� � v SEEIDETAIL 2 - s � � � � Min. D = 2 Ft. + 62.73 -L- P � � � ` � m � � � � � � I I I = V 2= 3. f s D B 3 4 2� G 1 3 8 5 } � � � - = • = ; : Mqx. tl= 1 Ft. Type of Liner= Class 1 Rip Rap �S 55mph Q10= 1 cfs I � ; _ - - � I I I .00 �r �,o= � f s i s� � � � � � ��„� �� = co :� SEAL �: z= = SEAL = B= 4 Ft. Quantities Induded in Outlet Protection for Culvert � _ - - � � � � Type of Liner= Class B Rip-Rap TA. 1+ LT RT _ P� SfO. �+9'�..36 \ I � °� � � � �� - _�� �343% � ' �_ - - , 030405 � I I I S 3 00 & + 47.00 L- � �� � � � � - y� •• .: � � _ ' _ i I I I FROM L STA. 12 + 50 TO 13 + 00 LT + 61.00 -L-� EX Riyy '� � I ' � � � � � � � � �GINE,�.�. •'� `Z`� � � �GINE�•'� � � � I I I ,� �_ _ d0 NO �� � �� � `�' � �j � D - % p '••. . ': O '• • � �; „ � �;,� i � � � � - 4,. o �T � � �, N , � , � ,�, o -,, p� . �p ,,.� :,,� c �� .... ��. .. \ ,; EX � QS - 5 0 fps �� �� - � ,., � �,� �, f- � %� � � � � L N � �i� W . ����� ���� � � � � ����� i I I I Sta.- 12+00 LT + 5.00 L- DI TURB W _ _ ENCH � � I I I 25 r � m � y , � � V�� o '��,�������,��` ''�,,�������,�,�, � I I I �ons d_ o.b � � �G �\ � +47.00 -L- _� � � `�� �- - � � 5= o.o7a w�t � --� - Q� I s � DO NOT `, � I � � � � � T YPo - - - - - E ����� , i _ �� , ' � � I I I / � - ° _� - - E - � , , 5 �\ � Ex RrW �voo�s � � � w000s �?, � DOCUMENT NOT CONSIDERED FINAL � � � � E Liner- Grass m i �`' i DISTURB WALL � W Sta.- 12+00 LT � '- � � ,� 'j" �� V � � �' { - _ ` __ ✓ , �-� WALL _ � � UNLESS ALL SIGNATURES COMPLETED _ � {� , I I I ��D ANA C. BLACK & - - � az- a.s �fs ' ;�� ' 'i � 1F 1 a, s � ��r� , ' --_ I I � � � -- -�'� _ _ _ C I � � � � � � _ _ _ - _ / V2 - 4.8 fps - � �' 1 - i�'. k � T'^ - -- - ----- - - � , � \i � � � Prepared in the � � � _,- . , �. '=,,- r' r ' __ � _ I ------- - -- T NC FIRM LICENSE No: P-0339 -;�-, _ - --- tir-, -, ��. � `^_'" T I ,_ ,v . _ , - __ - � J __ - - r'�°v�^v�T�� ^ � �� � - - - OfFice of: � DB 3427 PG 1385 ` , -, ,_ / _ -, c��b:a� �i 5 5 ,- - - �� - - -, - -� , - , ; r l, � t ,_r ��_ r -� r�- �� T N� R ,� '- - � ° ,_ . `: � ,_: , i , ., r � - �, , , _�� 504 Meadawlands Drive � � � � _ _� ��L�� � � � V-TQ�_;_�.��fR� �_ ,_r- ,-�k.i` Y`� r � v-- �-, �- � �I I � - �_ , ,_,, : S _ _ _ ��;_ r-�,-__, ��������TET �� �� �� Hillsborou9h NC 27278 � � F ����oEx�xEEa��s��« � - .,, r� - � � � � -- � - -�. - - - = ION �R � DRAIN AT - - � � � � �- ` - - - � ti ��-c��-U , �r � � ` � , (919) 732-3883 - (919) 732-6676 (FAX) i I /� � . - ' S ETAIL 4 i DRIVE PIPE -__--- � � REMOVE - , I I I 5 S � , � F �-�-- -- ----- I I I � STA. 11 + 50 TO 11 + 75 LT EE DETAIL 1 5 -� ;_ ��_=--- ----- F ' i i i F SPECIAL STILLING BASIN '� � s , � ' I I I , , , 24 INCH - - --�- s - s � �,- - - , -' 20' , 0403 � ' i i i - --- o- - - o o IN VOL. = 0 72 CY PIP� I 5 5 -- _ _ _ 1v11N - T.� P. - - - 5 - - - - - - - N ' � � � _ _ , , � � -� � F R PUMPED EFFLUENT I 5 - -- - ° � -� � � �r ,��� _ ' I I I � �;�Mu���E _ ' _ ' ,., - � i � 5 �, ' I I I o � I o - � I I I � � - - - - - - --- - - - - - - �, -�- - - � � I I I _ ` /8, I --_ ----- - - - � I I I - - - r- - - -- --T -- - - - - --� - --- - - -i- - ---- - - - _ --- -- -- -- -- - -- - - - - - - - -- � � � � T� � I I I F� � ' � 2 TN CL B RIPRAP - 1- r I � -- = REMO � 7 � � � , 5 � _ VE � SY GEOTEXTILE � I � - _ \ � � Sta.= 14+50 RT F � � � � � � _ __ 0401 � _ `., _ - , - - _ QS = 1.6 cfs � i � -�� i I I I �� � +56.39 -L- O `, ��: � �R !._,��_� S �- ------- `�F -�,--�.6-#p�-__ �� � I I I - �_ i 15„ ' ,, N B RIPRAP -- d- 6.a tt -� i I I I _ ------- ---- __ 7`,SY OTEXTIC�/ � C � EX fLW , 5= o.o� f�t _ r - � - - - �� I � � - -- � Line��� r ���Grass � � UI� Ib._ i I I I - - - - - isri���, R;w � ----- `" - -- i r� �-��, - / � s II'=�% � �- - � i ,. - � I I I �' � sta.= i2+25 RT � , � �-EiF � � , � �_� '� ` � � _ s � � � � I , I � � �a� / � _ � � '� �� A �`� "`,," �j!C'_ T � � Sta.= 14+50 RT i � � � V5- 4.4 f�s -,� , � i � � � d= 0.3 ft ° _ �,� � � �'� ��'� s � �� �, � Q2- 1.4 c�fs w i � � � � Q J � � � � W \ V2= 2.5fs � 5= �a � , , �( I ,; s , �' � � Qio= i.s �fs � JAMES E. FODDRELL & ' i i i +��.00 -�- n= �s +�i.s5 -�- � , �'� � �� � � �'� ,,��� �� o ���''� m �,� �.6 fps ��, ,� END PROJECT � 38.00 RT �iner- rass 38.00 �UT C� TCH , ' ,! 5 � � o i I I I sra.= iz+z5 RT � i S�E �E ��� 3�', � � � �l� C�ILVEFi'T �'� � � _ �DB 4232�P�G�695� � IRIPRAP AT BANK' ' � � -L STA. 14+75.00 PB 100 PG 92 , I I I � EX R�W _ Q2� t.� �fs EX I MENT � �' `� , i i i , , , _�: : �� � _, � ��� � ��4 �-�s - _ � v - - . 3 +29.39 � � i , _ _ - - - _ - --- � � Qio i.a �� �, ,_ ; S�E D tAIL 2 , �'��, ST , _ ,- ,_ - '� � � �� V10= 4.5 fps . ����� � � � � �� � ____ � E �� �`, � � � _ - _ ,n- � _ � � -- - - _ ,_ , � � � � ' � Sta 13+Q5 RT � � �� T , �. � � �` �' '-' �"'-s'�">--r����`�-�����` � - _-_;-�_�,,-�-��_� ' -- - , ' � i i i BEGIN PROJECT �F ��� r �. � '��� i °5= � �� `�s �-,�-, i � / o�sTu� �, ��� � - - - � L � , _ `" � � , � � r _ _ � P� - � ' _ � ��� WOQDS � � � � � � � - � `- i Z I I I � ,� � � � �, � �`�� ' � �' WOODS � d = i 0:3 i �, �, , p � � � -L - ST A. ll +50.00 � � s - ,o , z� �, � � � - - + 52 . o -�- /� � � � o� ,� � N ii ; � n- 00�3�i +l�.p -�- � � z z I N uVODU� � w w � �ti I I i , ��ne�`=� � ys T c�; s i R �,4P - IMPERVIOUS 58.00 RT w w ww °� DETAIL 4 �� � SE� �C� LET YE AL - DIKE ', EX � �' �' `� � TOE PROTECTION � DETAIL 3 I s,a.= �s � RT Q Q � I I I p/� c /�p '�z Q2= �.� � 36 _T L I�P P� 1 � w w I /-l., Jf�. 11+93.GU I�� > } (Notto Scale) I I I CUT DITCH `II, , Z v2= a.o €�� 67 �S� OTEXTIL 1��' "� � � � � ( Not to Scale) U B E � I N C U L V E R T ' w Q10= ,.4'�f _ �, �, ', J J � � � � a V10 = 4.3 p 1_ -� �, � �--- -,= �\ ,�;e t F�ont CT/A� R(��+ �� �- GEORGE HARDIE AND I I I I t Ditch -L J/ /'Ie /� �OV aV/ I'� r � t � e I I I I Naturnl � 3'1 � et Slope I� I- '.� r-1 r n F� � `� REBECCA J. HARDIE � �' � � °� 1� � �u ��, o� � Natural ,�.1 ��Sv � I I I Ground �3•J D F\Q�� J �' m ` � i � � OB 6236 PG 118 c°" d �� �w i ��� � ����-� � � I I I MOUNT PLEASANT METHODIST CHURCH DENOTES IMPACTS IN � I"� � � �`�a Q E�Ev 577000' PB 173 PG 45 ZO lO O 2O 4O d= t Ft. � � � � � Min. D- 1 Ft. -_ 'i ��� �, "' - � DB 2028 PG 600 SURFACE WATER � �,; � � ` w�� � N b= 2 Ft. Geotextile a r a N � m I Type of Liner= Class B Rip-Rap a � r I � � N i I I I FROM STA. 12 + 81 TO 13 + 05 RT "' C � FROM L STA. 13 + 37 TO 14 + 10 LT i I I I � DENOTES TEMPORARY �� ����� N � , m � I I I A DESIGN EXCEPTION IS REQUIRED FOR VERTICAL ALIGNMENT AND STOPPING SIGHT DISTANCE. IMPACTS IN SURFACE WATER =' ' I' �'i �; 'i � � I I I i � � � � � � N `� � I I I �- --� _ _ � I I I _--� --- - ---- . .,_ , �: - -- - - - --_ . -- � - i i �i � i i i -L- SR 3121 (FERGUSON ROAD) _._ � � � ' i i i . - --�-: -- - -- -- -- . � ; L , I I I 601 BEGIN GRADE BM #1: 60D NAIL IN 12" PINE � VOl , I I I , -L- STA 11 + 50.00 -L- STA. 13 + 83.35 105.60' RT - � I I i EL=591.97� -BL- STA. 10+50.48 92.14' RT _ � � \ - EL 577.00' � - � I I I \ � � � - � STATION , , � � � 5 7 �.� , �3+19°00 _�_ 5 7 ' I I I �� -, - � SKEW = 84° � i i i .- - � _. : i ' I I I -- �� , ii ui 2� 10' x 7' � I � I I i --- � ��`\\ :. p -� RCBC . �-. " i E N D G R A D E �I 4 ' I I I � � ' � -L- STA 14 + 75.00 � � � 593 � , � I I I _ � � � � , � � '� EL= 586.68' - �j93 � I I i _ i �� � ' � � ; . --�- i i i � i Q', i oo � I. � i . . �. - ' I I I ! ! ; ! i � � � _ �_� --�-- I ! _ _ _ � - � � � I I I I '� INLET_TY�ICQL - , !I - i I I � � � _ � � � � � .- � � � i i i ----- -- � Pl - l2 +35.00 ( . . i I I I - _ (LE�FjT TO RIG�TO LOOKING LDOW STREAM I - � lil EL ^ 58`t.SS� I � � � III� I � _II _ PI - �� �IO.00 I _ - � � ' � _ � � _ �t' � � � ( � 1'h I I I I ^y � CLASS II' RIP RAP . . . . . I . . . . . I I �, . . . \. \ . . . . . . . . , . . . . . ._ � . . 1� ! ,, ..., + . . , . . . . EL = . 584.22' . . . . . . , . . . . . . . �. . . �. . � I I I � H I . � W/GE TEXTILE . . . . . . . . . .. . . .. . . . . . � ` . . . .. . . . � . . . V C . . . I �O . . . . i �. J . . . . _ .. ' . . . .. . .. . . . . . . . . .. I .. . . � - . _ . . . __ - - --- 5 8 9 I K - /9 � � _ � - ' � , - � I I I ! .. II--, KEY I 10\ � � ITfING �. � . . .I. . . . . . . I .I ---- �. . . . . . . . . . . . . . . � . . . �, . . . i �. . . . I . . �I .. VC IOO I I I � . . . . . ' �.i � . . . . i -- � _ - - ` DS = �20mph I-- -�- � � - , J � K = 24 i , - - � � � � � - ELA55 �. � � I c i- �� �_ I i -� � I I I � i i i _ ,� � � .� , _ � ' -�-----�- . DS = �20mph - __ _ - _ i I I I � wrceorexri� <:; �,,� . � � � ��� � , ! _ � � � �� �. � � � ! �I i � � � ' � �' � _ � J ; I I I I . _- . I . . . . �`� �` . ? -.�l I . . � CLASS�,'I'. . II. _ , . . . . %��� � _ �. . . . . . . . . . . . . . , . . . . � . i , . . . , . . . . . . . . . . . . .. . . . . . . . . . . _. . . . . _ .. .. . . _ . .. . . . .. . . . . . , � I I I I I �-.-.. .. _--�- -- ,.,�� � � . i � RIP RPyP . . � �. �. � . . . � � .. . I I I I � H � , . � " � . . ', > .- ` j�- � W/GEOTEXTILE :- _ , . . . . � 6' o . . . .. � � �; �. � _ . - . . � . . I � . . . . .. .-. .�: �� . - . . . -: . -._ _ _ i .... . . .. . � .. -. . . . . .. . . . . , ,. . . . ,. . . . ' -,. . .. �. . .. � V � I � � � . - . . � . �. . . I . . �.�.__. i . . . � �� . . . . . / 1 /'' . . . . � � � I % /( ` . . . . . _ . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . ,_;. . _ _ _ _ ___ __ ___ __ _ __ __ _ _ _ _ . I � � � - -�- . . . . . � . . . �- KEY IN -1.�' . . I . . . . . . . . . 1 �-/O.�UOo/ . . . . . .. . . . . - . . - �- -� - - -� - �. � � � � � � � � _ _ � _ '� / 1 8-'f�/ . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �ARIES ENCH I � �- -I ° �. � �.�� , _, - . . . . . . . . . . . . . 1 . _ . . . _ � ' I � 7 ��.���/ � i � I I I I 0' I�0 10' ARIES ' I, , I I. , ,. , i � � � 1 II I II I.. 0 TO 10' � EST TONS ��ASS -� = 2 TONS �; - � r - - -i - - - - CULV ERT HYDRAUUC DAT A i I i _ EST GEOTEXTfLE = 45 Y I �i -_ � - _ _ - � ! .I \ � � i , - - - - - - �i i , , , , _ I ; ' ' . !i , i._ �� - - _ -- _ _ _ 50� EST C IR FIB�R MATT�ING = 12 SY I _ _ �` �`�� � � , � � i � �� A� �C`I�TERLINE ! I , , , , , , _ _ I I _ ! � Q� � _ ,: , � - I�I / V � � �, _ _ � ; i�p6,o 6\\ _ � I �_ I � ' ' �_ ' � �_� �!, �',_ DESIGN DISCHARGE = 650 CFS I , �� ;� - - � 0 F ROAD � �_ � � - � ''' ', I I I . G� , I � � I I I_ i _ _ _ � ou �ET r�PicA� __ -_ ___ _ __ �_ � _�__ I_ ___�_ - _ �_ DESIGN FREQUENCY = 25 YRS � i I � -I _ ! ! I! __ _ I I I 1� t \ � _ � --- � _, _ _ � � '� I i - -- � - � - I ;_ --- :,. -�LEF TO RIG T' LOOKI IG DOW STREAM) I II I II _ _ _ I I I `, ,�` �I � / I. I _. .. � I _ II ION - . II __ �, � � � + DESIGN HW ELEVAT 578 / FT � I,', I ��55 I'/R�P �P I� �� � � � _ __ ___ -- ' ' _ 'r. .. � � ,� UPSTREAM I �_ �- � �- � '� = BASE DISCHARGE = 950 CFS �, ; 577 � �� \W,�FQTFxT��E _ �� '�' �'�'__ I�I I � r�.��,� �� .;.-,� ��� FROM �� � �� � �� �� �� �� � 577 _ _ '� e i _ , � �, rriNc i _ . . . _ _. - BAS QUENCY = l00 Y , V � _ - - _ _ - - Q � � I �p., \; , , i ', EXISTING � '� , �- ' '_ i _ BASE HW ELEVATION - 578.82 FT ! � � i� - - III _ I <C _ , I � ,�._ , �, i �=�, �. �i �i II c _I _ ill , li II _' i� I� - I�I I I _.,- �-� . � � �_ ! I� � l i � i- _ �� � -- : � � � _ ��.SS -� �;-- �� ux - , g- � � � - - _ - _ Q, � - - ; IW � � � . I ' � � � '� I - �� OV ERT OPPING DISCHARGE - 1700 CFS � _ _ __ II ' w;� oT XT��E ,:5, � < x � � ��Ss ,,, ; � ; _ _ - I �' � o J � � �! -- , i - �� I ' '� � _ OVERTOPPING FREQUENCY = 500 + YRS �� I i ( - . . . I . ( � � l � '� .�,. TEXTILE � - - � � �.. ��� � `^ ` � I . I . . . . � � . . I . . . . .. ... .:. . . : :. ...-. : . . . . . .. .. . ._ I. :. I. _. . . I II �, 573 � ��; �,� , �RIP RAP , _ , , , _ _ _. Q � =- OVERTOPPING ELEVATION = 584.4 FT 573 � �� . . I . . . . KEY IN II t. ' . . . . i ��°. . KEY NGI.o' . II I II I II . �-. _. . . - _ . v �I�I `I� . .. I . v '� � � �. . ` ' � m I . I_ I ..: .., - ��': .. . , , I. I �- �- �; �.. ... ...� I. I �:.. .II I.-� I. I, ��. I�� II, _ . . I� I �' I I ENCH II I _ I II I _ _ _ II � i� I' � � I I _. :, - I_. I � L I . . I - . . . . i . . . . ARIES . . . . . . . . . . . I I , I . O �I . �. . I I � I . I . . i � � _ i i o�ro io� i i i i i -_ I- __ _. _+ _ - i i _ i i , � �z I EST�iTONS �LASS-, -. 3 TONS � - '� �I '� -- _ ___ _ O �; -C�-- J - -, ;- � � i i _; . . �- -------------- i oo� I E�ST Gf0 EXTILE r= 67 Y I - � i - - � � f` �� I I I. . _. , � I_ ,.. -1. I_ R�GHT D�TCH � I � �_ . ��l 569 EST COIR FIB R MATTING = 26 SY�I ! II I II i I _ _ - �i ' ' ' ,.. ' I ; I- ' S69 i - i _ _- � � i , i , , ,. i^I �:. i I I i i i � o�,`� ' - ' _ - - : - m �, I o � ' -- - LEFT DITCH ---------- - - N= o NOTE. ACKFILL TO T�P OF $ILLS W ATIVE M,4TERI L , , , , , , , , . � , , i � ,� u SEE NOTE UNDER ADDITIONAL INFORMATION & OMPU TIONS � i � i w� ui i �� � � �� �� 11 12 13 14 15 16 � o� � � L WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACT S RFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 13+01 TO 13+24 DOUBLE 10'X7' RCBC 0.01 <0.01 56 3 BANK STABILIZATION 0.01 51 TOTALS*: 0.02 <0.01 107 3 *Rounded totals are sum of actual impacts 2013 10 24 • � See Sheet � A For I ndex of Sheets See Sheet � B For Conventi onal Symbols See Sheet � C For Survey Control Sheet • DETOUR ROUTE TO SR 1005 (ALAMANCE CHURCH RD.) � JI�I �\ J� � � %�� ��� %)� JI�I JI�I J�I ���� � !���\`� � �J����������, �� ���� ��� BUFFER DRAWING SH EET 1 OF 4 LOCATI01�: BRIDGE 1�0.400254 01� SR 3121 (FERGUS01� RD.) O T�ER S TI1�I�I1�G Q UAR TER CREEI� TRIB UTAR Y#2 T YPE OF WORI�: GRADIII t G, DRAI11 tA GE, PA VI1�G A11 tD C UL VER T BEGIN PROJECT -L- STA. 11 + 50.00 A DESIGN EXCEPTION IS REQUIRED FOR VERTICAL ALIGNMENT AND STOPPING SIGHT DISTANCE. BUFFER IMPACTS PERMIT BEGIN CULVERT -L- STA. 13 + 08.61 N � � W �� aQ �� m �� Z� �Y ZW �� cn U END CULVERT -L- STA. 13 + 2 9. 3 9 z D � Z Oo C7 � C.�J � Z � D � N O END PROJECT -L- STA. 14 + 75.00 TO SR 3122 (GARRETT-STORE RD.) - RELEASE FOR CONSTR UCTION DATE: 11-01-16 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared In the Offlce ofe HYDRAULICS E11tGI11lEEl�,���"""",,,,, GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH 504 Meadowland Drive ,.� .��, .caRo�� ,,, �% ADT 2015 = 500 Hillsborough, NC 27278-8551 _������ESSfayq� �i �I Voice: (919) 732-3883 � _: 9 % Fax: (919) 732-6776 SEAL 20 l0 0 20 4o T- 6 %* LENGTH ROADWAY PROJECT = 0.058 MILES DIRMNO.PO 39GINEERINGSERVICES www.summitde.net =�•. 030405 :_ ��� �0�p� �, 2012 STANDARD SPECIFICATIONS � \ � �� ------------------�� . ' O ` Q o PLANS V= 55 MPH LENGTH STRUCTURES PROJECT = 0.004 MILES '�-,•c �E` !"����,�.��' � �o P.E.'��,�� ��� IU F F\\����`� � a TOTAL LENGTH PROJECT = 0.062 MILES SIGNATURE: ru � 20 l0 0 20 40 *�ST = 3% DUAL 3% RIGHT OF WAY DATE: TRACY N. PARROTT, PE ,,�,,,""",,,,,, a � PROJECT ENGINEER R OAD WA Y DESIG11l ,,.�`���N � RO��'%,, �'�, a MAY 7, 2 Ol 5 E1�GII�EER ;�o �. �. ..`�� . ti-� : � Q PROFILE (HORIZONTAL) FUNC CLASS = � � ��� Q� _ � :' SEAL '. o _ �� �a a��Qo 4 2 0 4 g RURAL LOCAL LETTING DATE: BRANDON W. JOHNSON, PE ;�•.. 034371 :�; 1�CDOT C01�TACT: VI RGI N IA MABRY =���.. �� �; MAY 7 2 Ol 5 PROJECT DESIGN ENGINEER ------------------�-�INE,�•'� `Z` � MANAGER, PRIORITY PRO JECTS UNIT � �'�,� / V "" �O ���` P.E�'��ii i i i iWi i i������`� PROFILE (VERTICAL) SUB-REGIONAL TIER SIGNATURE: � i i i i � � � � �� � PROJECT REFERENCE NO. SHEET NO. ; ,� D ETAI L 1 D ETAI L 2 � i J � � BRIDGE NOo 400254 /7BPa7oRo87 4 � Pl Sta l2 43.82 I��� , i � SPECIAL LATERAL BASE DITCH RIP RAP AT EMBANKMENT _ , � „ CLASS I RI� RAP � � m � '� B F F E R D� I � ��' � No t to Sca le) ( Not to Scale) p- 0 3 6 5 5. 5 ( R T 1 S E E I N T L E T�� Y P I C A k° � � � �, � W N G R! W S H E E T N O. ___ o � ,� Sta. = 13 + 00 LT � 10-m�n. D= 0 3 6 3 2. � Q5= 5.6 cfs 23 TN CL��I RIPRA f� � =� ROADWAY DESIGN HYDRAULIC$ � Natural ,1 0� F i l l Ditch 1.0'min. L - IO�.O7� ds 032ft�5 N 45 SY G�G�TEXTIL�� %. �� S H E E T � O F � ENGINEER ENGINEER � I I I Ground 2•� D ��a��e< Slope Grade � 1'5 T _ �O.G�,4� n= �1 � � O � s- o.'ii°a''�t +98.00 -�- -� Ilv�'PERYIO�US s � � � \���������������,, ���u������,,, � � � d � Line� lass B Ri Ra rjQ.O� � ,�. �� i �� // � R= 94/0.00 p p � D4KE- N THoMas �. BLACK &,�� .�����N �ARO� �''% .�����N �ARO��% � I I I GeoteXtile B GEOTEXTILE � _� Sta.= 1+00 LT RIP P ATIEMBANKMENT � � � N DIANA C. BLACK � �� O. ���1/''•%I/ �% :�� �•'�FSS� C �'� SE NC az = 4 8 �fs I �� � SEEIDETAIL 2 SEAL ` � 9 � � � � Min. D= 2 Ft. +62.73 -L- P i � � ' r'� � m �� � � � �, �� .'� �,•� �q�., � � I I I = {�, V2= 3. f s DB 342�G 1385 � � - ; . �. ; : Mqx. tl= 1 Ft. Type of Liner= Class 1 Rip Rap �S 55%%l�ll Q10= 1 cfs I � � �� � � -� - - - � I I I .00 LT v� o= 2 f s I ' � � _ _ � B- 4 Ft. Quantities Induded in Outlet Protection for Culvert � �, �X� = = co : : z= _ SEAL _ x � I I I Pf Sto. l +9#.36 - �� � � � '� `�' ��� _ =� : 034371 � �_ _ . 030405 . _ Type of Liner= Class B Rip-Rap STA. 13+00 LT & RT +47.00 -L- � i i �.-,. _ i I I I FROM L STA. 12 + 50 TO 13 + 00 LT + 61.00 -L-� EX �yy i j� ��� I � � i � i � z�, ��2�'•, .:'��� = � i I I I �-_i_ DO NO l < i i D= '. ��•EhGIN ,E��..•' `Z` � %� '•�GINE�•' �,� : � I I I 43.00 LTsra.= i2+oo �T + 5.00 -L- DI TURB W L � � � �' � �� � � �- '�, � ���` '','�' �, •`� EX RlW �� � - - , ,.�� � ENCH m I � �� � �, f � � i�� ��� i�i �� � � � � Q5= 5.6 cfs 41. 0 LT -----� -- ' s+ � N �+ � � �i� w• ,�� ii� �UF�\��� i � � � 25� d5= �60hfps �� � � /� � m � � � � � = iiiiiiiii��� ��iiiiiiiii����� � I I I � �� � � � _ � \ +47.00 -L- i � �- � � I I I /NC� � s= o.o�a wg, m -� Ex Rrrw ��°� _�� �� � ,� �„�. E , , ` ,` = �\. � `- �DISTURB, WALL W J i � � � �___ / � DO NOT 1 THOMAS J. BLACK & � ���� ' w000s ,_ DOCUMENT NOT CONSIDERED FINAL I � � � Liner= Grass i I l � � � TYPo - - - - -- � I �� � �_,�_h w��_ � : , �, , I I I DIANA C. BLACK w / s,a.= n+oo �r - - - - - -- - _ � �� ' ' =°�F � i �� � � � - � --, � � �,,= . _r��, ���� - ��� �� UNLESS ALL SIGNATURES COMPLETED � � � Q2 - 4.8 cfs �� � � �� i � - � I I I DB 3427 PG 1385 - -�- - / vz- a.s fps � �_ �.: �' � � I 1 f-1 � � � _- -- - --- - -- - - � ' �� ���� � T �����,, ��, P�eparea �n rhe � - -- - -- - - , - - � -- �� _,- � �- � -.-�� _ _ @}� b.l�#s � -\- � _ �' = � � `l-� � - � i � --- -- - _ �-� - � - � � � __ N - - _ .. __ ._ . i i --�: '�_� ..�T ��� �_, . , , _. .�. � - _ �_ .._,� �_ � � __ ' . _ _, . _. � �. _ ..�.._.� _ _ _ /"DAIIC �� �Y-� --i.�_..._.�� .._- �r � _ . _ - - � -, : � � � �, �_, .,, _, r-, _ ._ _. , _ � RM LICENSE No. 033 � � � �._� � � � � � � , - - � - � � � �� , � _, ._ � _ _ _ V-TQ.- ,_�.L f �-� � r � �- �� � �,�v�- i � �"� Office of: I _ _ _. �_, �_R. _� :_r-, - I � � l` � `� � k �- � t_r� ������ �504 Meodowlands Drive� � � `^ ,� � � -�� �`'-'�T`�� �_ _-��(3�EtpR'�7�TION i DRAIN AT -, , r-�,- �i o 9r, Nc z�z�a \ y� �,�� .�o E�� �EEa„�,�,�« H Isbor u � � � � � � � �� � U'' ks `��� �- -�, ��.� � � � ��?�'� � - - � �jR � (919) 732-3883 - (919) 732-6676 (FAX) I I I / � � _`� � `� � �y ' �i EE DETAIL 4 � DRIVE PIPE � F i I I I SPECIAL LATERAL BASE DITCH � 15' � REMOVE � i I I I � STA.11+50 TO 11+75 LT � � --_ �-_F �_____ , i i i F � � _ �� ,=�,-�, _ _ - � I I I DETAIL 1 I 0403 24 INCH - - - --i - - - - - _ -- � � - - -- - - --- - - - __1v11N-T.� P. ----- N - - - - - - - - - - - I I I o 0 0 o PIP� I � � � � �- - 1t._ ° / ll � � � � _ �� 4,�. ii� _ -. ° / ll � � _ �� _ _� �r�,`, � • �- - � I I I . �, T � I I I o o � � o I I I � - - - - - - - - - - - - - - - - --- - - - - - - � I I I -- �8� - --_ ----- - - - - -�- - � � I I I - - - - - - - r, -- -- - - - --� - - ---- - - -- - -r-- � ,- ---, ��- - _ --- -- � -- -- -- --- -- ,- - � - - - - - ,� '� �. 2 TN CL B RIPRAP -- � I I I � � � ���� � ' � �����- � 7 SY GEOTEXTILE � � � F � Sta.= 14+50 RT i � � � � � oa0� \\\ '\� �\ - _ i I I I +56.39 -L- �� \ �� �\� �- -------- � --�--�.�-#p�_ ��� � I I I � \� EX fLW \' �\ � _ j / d= o.o�ff�t C 1 - - - - - - - - -�� � � ' - - - -- - - n --e��3s - - � � � � ��1=�T1 �%'oV �- - - - - -- - - - - - - - - - � �� �_ �� , ' � Liner= Grass � �� � �i.� , �� �� � � � i W � I I rn \ , I i � � � � V5- 4.4 f�s � EIF � � � �� , ' ,> � ��, �� �' � I Sta.= 14+50 RT C Sta.= 12+25 RT � \� \ � - E � �� � W � Q2 = 1.4 cfs w i � � � d= 0.3 ft � � � ���, �� '� � N�� V2= 2.5 fps - s= 14 ft�ft i i � C ! ��' Q10 = 1.8 cfs �- i I I I � \ � � � I ' p `, r+ vio�i z.b fp5 `� JAMES E. FODDRELL & � � I + 71.00 -L- "- 5 -I- 71.35 -L- � � ' � " � - m �' ' � � � 38.00 RT Liner- rass 38.00 ', i � / ��` � I I sta.= 12+25 RT � � U T d�iTCH ' �, � r-� L �' � E N D P R O J E C T L I N D A A. F O D D R E L L � S�E �E ��� 3'' � �r ND CULVERT �� � DB 4232 PG 695 ��ti � , � � i � QZ - ,., �f5 EX � � � �` -L - ST A. l4 +75.00 i I I I ��� -,, � EX �- ._, ,_,-� ��-� �_ �-,� ��2�-�,4��5 ��r ,� � ; �,, ,-__ ', �RIPRA T Iv�BANK�}AENT O� � NCFi_ i'_ ��, A _ `� PB 100 PG 92 , I I I --� _ _ . �-, �-- Qio- i.a �� � : '--, �_; � � S�E DEtAIL 2 � ---- ST . . - --� _, �,� _� , _ ��_ �- i � � f �_ � - V10= 4.5 f s „�� 1�G�-- �T � ` � � ��,_, ,n- -�� - - � � � � ��- . . �-� - p ��' � � vv I � � .,_., '__� _ _ _- '. _ _ (`r�Li �' i_f-(l-�'"� �--! 1-�=--(��-1 ,"� 1"-i v�� 1� � __ I_., . _ . - . . - _ _ - . . _ _ - � ___ > > - „r"r. � l -ti,, T` - _ - - � I I I , �� � , - 'I , c25 � _ � s , _. � DISTU�B L -� '� _ _- - - - � Sta.- 13+Q5 RT � i i i BEGIN PROJECT � I �, i �5= � �.z f�s ��'�-� �-__, ,�� _� ,_ , , , �, - `I�, - - �_ - ��s � _ _. . ,_ _ � Z � � � '�,-E � � i d = i 0.�� � � � t - � ° - ' p � � -L- STA. 11+50.00 � � _ �� � � � �-�� - - � � wo�r�� � N �� i 5= t21�� � � _ - �+52. 0 -L- � � � o� �- I y � � � � - � � �ii � � Liner 0 03 +��.�� -�- ;, , � � w °� �ti ��a; s i R �u,P IMPERVIOUS 58.00 RT �w � DETAIL 4 I I I � ' � L��5 T SEE�� LET ,YE AL' . DIKE EX �i w "' TOE PR TE TI N ' � I I I DETAIL 3 I'�z � Qz.- i�i � Rr 36, T � ��P P r; . 1 � O C O > ( Not to Scale) � I I I CUT DITCH %� C S t Q. l 1+ 9 3. 2 8 �, � v2= a.o € p� 6 7 ': S O T E X T I L 1��' "� � � i i i , Not to s�o�e, �' BEGIN CULVERT ' Q �'o= 4:3 `�� �� ; �, ' � _ � o�, t Front p ��� � GEORGE HARDIE AND F� e I r � i � � � o -� STQ. �3+�U.6� � �� � Natural � o � I I I „ �` °o`e �� � � � 60' <m � REBECCA J. HARDIE � � � � n ti�. ���5°�� I I I Naiural 3'• ,��et p 1 1 ii :� m � - G ou d b � I I I Ground .?.� p F\o ������ ALLOWABLE IMPACTS ZONE 1 J � �-' � OB 6236 PG II$ �w � ' s � B�'J� � �'� � I I I ��' �� � �� � E�Ev=577o00� PB 173 PG 45 �d MOUNT PLEASANT METHODIST CHURCH ,� � � Q I I I Min. D- 1 Ft. - � v� �� � w - N �O �O O �O �O b- 2 FFt Geotextile DB 2028 PG 600 � �� � �, � � i I I I �A\\\\\ ALLOWABLE IMPACTS ZONE 2;�� "I �� a '�, �1 `� � � ' a � T e of Liner= Class B Ri Ra FROM STA. 12 + 81 TO 13 + 05 RT �;� � � �� � Q m m I YP p- P i � I I I �'' `� � �', , � FROM L STA. 13+37 TO 14+10 LT � I I I A DESIGN EXCEPTION IS REQUIRED FOR VERTICAL ALIGNMENT AND STOPPING SIGHT DISTANCE. _ � i � � I I I i � N '4� __ `° � I I I � ___ _--� -- _ _ --- . . .,_ - -- _ _ _ -____ - __ -_._ i _ i : i i �i � � i i i -L- SR 3121 FERGUSON ROAD _._ � ��� c � �� � ' i i i . -: - --�---- _ � . -- - -- , ; , I I i 01 BEGIN GRADE BM #1: 60D NAIL IN 12" PINE � Ol , I I I , -L- STA 11 + 50.00 -L- STA. 13 + 83.35 105.60' RT - � I I i EL=591.97� -BL- STA. 10+50.48 92.14' RT _ � � \ - EL 577.00' � - � I I I \ � � � - � STATION , , � � � 5 7 �.� , �3+19°00 _�_ 5 7 ' I I I �� -, - � SKEW = 84° � i i i .- - � _. : i ' I I I -- �� , ii ui 2� 10' x 7' � I � I I i --- � ��`\\ :. p -� RCBC . �-. " i E N D G R A D E �I 4 ' I I I � � ' � -L- STA 14 + 75.00 � � � 593 � , � I I I _ � � � � , � � '� EL= 586.68' - �j93 � I I i _ i �� � ' � � ; . --�- i i i � i Q', i oo � I. � i . . �. - ' I I I ! ! ; ! i � � � _ �_� --�-- I ! _ _ _ � - � � � I I I I '� INLET_TY�ICQL - , !I - i I I � � � _ � � � � � .- � � � i i i ----- -- � Pl - l2 +35.00 ( . . i I I I - _ (LE�FjT TO RIG�TO LOOKING LDOW STREAM I - � lil EL ^ 58`t.SS� I � � � III� I � _II _ PI - �� �IO.00 I _ - � � ' � _ � � _ �t' � � � ( � 1'h I I I I ^y � CLASS II' RIP RAP . . . . . I . . . . . I I �, . . . \. \ . . . . . . . . , . . . . . ._ � . . 1� ! ,, ..., + . . , . . . . EL = . 584.22' . . . . . . , . . . . . . . �. . . �. . � I I I � H I . � W/GE TEXTILE . . . . . . . . . .. . . .. . . . . . � ` . . . .. . . . � . . . V C . . . I �O . . . . i �. J . . . . _ .. ' . . . .. . .. . . . . . . . . .. I .. . . � - . _ . . . __ - - --- 5 8 9 I K - /9 � � _ � - ' � , - � I I I ! .. II--, KEY I 10\ � � ITfING �. � . . .I. . . . . . . I .I ---- �. . . . . . . . . . . . . . . � . . . �, . . . i �. . . . I . . �I .. VC IOO I I I � . . . . . ' �.i � . . . . i -- � _ - - ` DS = �20mph I-- -�- � � - , J � K = 24 i , - - � � � � � - ELA55 �. � � I c i- �� �_ I i -� � I I I � i i i _ ,� � � .� , _ � ' -�-----�- . DS = �20mph - __ _ - _ i I I I � wrceorexri� <:; �,,� . � � � ��� � , ! _ � � � �� �. � � � ! �I i � � � ' � �' � _ � J ; I I I I . _- . I . . . . �`� �` . ? -.�l I . . � CLASS�,'I'. . II. _ , . . . . %��� � _ �. . . . . . . . . . . . . . , . . . . � . i , . . . , . . . . . . . . . . . . .. . . . . . . . . . . _. . . . . _ .. .. . . _ . .. . . . .. . . . . . , � I I I I I �-.-.. .. _--�- -- ,.,�� � � . i � RIP RPyP . . � �. �. � . . . � � .. . I I I I � H � , . � " � . . ', > .- ` j�- � W/GEOTEXTILE :- _ , . . . . � 6' o . . . .. � � �; �. � _ . - . . � . . I � . . . . .. .-. .�: �� . - . . . -: . -._ _ _ i .... . . .. . � .. -. . . . . .. . . . . , ,. . . . ,. . . . ' -,. . .. �. . .. � V � I � � � . - . . � . �. . . I . . �.�.__. i . . . � �� . . . . . / 1 /'' . . . . � � � I % /( ` . . . . . _ . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . ,_;. . _ _ _ _ ___ __ ___ __ _ __ __ _ _ _ _ . I � � � - -�- . . . . . � . . . �- KEY IN -1.�' . . I . . . . . . . . . 1 �-/O.�UOo/ . . . . . .. . . . . - . . - �- -� - - -� - �. � � � � � � � � _ _ � _ '� / 1 8-'f�/ . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �ARIES ENCH I � �- -I ° �. � �.�� , _, - . . . . . . . . . . . . . 1 . _ . . . _ � ' I � 7 ��.���/ � i � I I I I 0' I�0 10' ARIES ' I, , I I. , ,. , i � � � 1 II I II I.. 0 TO 10' � EST TONS ��ASS -� = 2 TONS �; - � r - - -i - - - - CULV ERT HYDRAUUC DAT A i I i _ EST GEOTEXTfLE = 45 Y I �i -_ � - _ _ - � ! .I \ � � i , - - - - - - �i i , , , , _ I ; ' ' . !i , i._ �� - - _ -- _ _ _ 50� EST C IR FIB�R MATT�ING = 12 SY I _ _ �` �`�� � � , � � i � �� A� �C`I�TERLINE ! I , , , , , , _ _ I I _ ! � Q� � _ ,: , � - I�I / V � � �, _ _ � ; i�p6,o 6\\ _ � I �_ I � ' ' �_ ' � �_� �!, �',_ DESIGN DISCHARGE = 650 CFS I , �� ;� - - � 0 F ROAD � �_ � � - � ''' ', I I I . G� , I � � I I I_ i _ _ _ � ou �ET r�PicA� __ -_ ___ _ __ �_ � _�__ I_ ___�_ - _ �_ DESIGN FREQUENCY = 25 YRS � i I � -I _ ! ! I! __ _ I I I 1� t \ � _ � --- � _, _ _ � � '� I i - -- � - � - I ;_ --- :,. -�LEF TO RIG T' LOOKI IG DOW STREAM) I II I II _ _ _ I I I `, ,�` �I � / I. I _. .. � I _ II ION - . II __ �, � � � + DESIGN HW ELEVAT 578 / FT � I,', I ��55 I'/R�P �P I� �� � � � _ __ ___ -- ' ' _ 'r. .. � � ,� UPSTREAM I �_ �- � �- � '� = BASE DISCHARGE = 950 CFS �, ; 577 � �� \W,�FQTFxT��E _ �� '�' �'�'__ I�I I � r�.��,� �� .;.-,� ��� FROM �� � �� � �� �� �� �� � 577 _ _ '� e i _ , � �, rriNc i _ . . . _ _. - BAS QUENCY = l00 Y , V � _ - - _ _ - - Q � � I �p., \; , , i ', EXISTING � '� , �- ' '_ i � �� �� .: 'i �i I - -�I II III III - - I<c J� "� ; _- II I I ���' � I �_ � � I� �� I'� j�'� = BASE HW ELEV AT lON - 578.82 FT II � __-?S-,� ,.s ' - _.,- _ � � � �, ��.SS -� �--` �. x ,,� I'� I _ ___ I Q'� o� --!, I�u � cr �, � �� I I - � _ � I-i_ I I', = OV ERT OPPING DISCHARGE 1700 CFS �� � G � � - _ -- - - - : - - R�P �P ,:5, � x�� � ��Ss ,,, � � � _ _ �� o J� � ,� �! , � � � �_ OVERTOPPING FREQUENCY = 500 + YRS � � � . W/GEOT XTILE� � �>, � i � `� 573 ! _�, � R�P �P � _ �� i �� _ _ _ _ _ `� � � _ � _ i � � _ � �� - � OVERTOPPING ELEVATION = 584.4 FT � �� �� 573 � � � . . . � � � o�o W/GEOTEXTILE .. .. . . - -- - . � �� �� � .. .. . . ... . ... - .. ... . .. -:.. : : .. � . . I � KEYINI�t.' � � �,��. I . .KEYIN.I.� . � �I � �I .-. -. . ._.- _ . � �IVI `I �I' . � � � ' � ' . " � . _ i L! . �. . . : .. .. . . � . . � � I_�. . � I. I � .� I.-� I. I . I�� I._ . . � I � S- I I I ENCH II I I II I II � i� I' � � I. I _. :, --. . - I_ II � i . . I - . . . I . . . . ARIES . . . . . . . . . . - I I - - - I O -- - � .� O �I , . . . . . Ir . . I - � '� �. I � � 0' TO 10' . � . . . . . . . . . . , �. �. - - - - - - - . , . . . . . . . - . . . - . . � I_ . . . - - - . . i � I I _ ._,,-._ .- --- �_ -li -li li -- _ --- _ _ . -- I -�.-�'. J -,- --;- i !_I! �_! . . I _: . . II�- -------------- + �= ESTi TONS �LASS 3 TONS � � � ��� � I I -. ,,� -1. I_ R�GHT D�TCH i �� I E�ST Gf0 EXTILE r= 67 Y : I _ - III I II III - - � I � _ _ _ _ ; � ; _ I , . . , _ - , _ � ' S69 EST COIR FIB R MATTING - 26 SYj : _ __ I I � i �., �i li_ 569 , , , ,= i I � � i i ,.. I I il fi ii �='o NOTE: ACKFIL _ � � I _. - -- - � � I � , , , . , . __ - LEFT DITCH ---------- - - i �= L TO T�P OF $ILLS W ATIVE M,4TERI L � � � � ; , , . I � , , i � ,� u SEE NOTE UNDER ADDITIONAL INFORMATION & OMPU TIONS � i � i w� ui i �� � � �� �� 11 12 13 14 15 16 � o� � � L . . .. . � ._ ._ - • • ' • • • ' • , ���������� a � , - : • a���������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ���������