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HomeMy WebLinkAbout20161083 Ver 1_17BP.7.R.87_400254_Permit Drawings Oct 19 2016_20161103• � See Sheet � A For I ndex of Sheets See Sheet � B For Conventi onal Symbols See Sheet � C For Survey Control Sheet THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. • 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. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. 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.) - DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared In the Offlce ofe HYDRAULICS E11tGI11lEER GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH 504 Meadowland Drive Hillsborough, NC 27278-8551 ADT 2O15 = 500 Voice:(919)732-3883 Fax: (919) 732-6776 20 l0 0 20 4o T— 6 %* LENGTH ROADWAY PROJECT = 0.058 MILES DESIGNANDENGINEERINGSERVICES www.summitde.net o� �oap� FIRM NO. P-0339 �� ��Q 2012 STANDARD SPECIFICATIONS ----------------------- Q ��o PLANS V= 55 MPH LENGTH STRUCTURES PROJECT = 0.004 MILES � �� P.E. 20 l0 0 20 40 * _ o o TOTAL LENGTH PROJECT = 0.062 MILES SIGNATURE: � � TTST — 3/o DUAL 3/o RIGHT OF WAY DATE: TRACY N. PARROTT, PE � o I V V`1Y 7� 2 O � 5 PROJECT ENGINEER R OAD WA Y DESIG11l E1�GII�EER ' a �� �Q PROFILE (HORIZONTAL) FUNC CLASS = �� o� ��Q��QOQ 4 2 0 4 g RURAL LOCAL �CDOT C01�TACT: VIRGINIA MABRY LETTING DATE: BRANDON W. JOHNSON, PE MANAGER, PRIORITY PROJECTS UNIT I V V`"�Y 7, 2 O� 5 PROJECT DESIGN ENGINEER ----------------------- PROFILE (VERTICAL) SUB—REGIONAL TIER PE 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 � '.5- T = 50.54 S- o.,,,�t � +98.00 -�- I PERYIOUS �' i I I I Ground 2•� D ��a��e< Slope Grade � �1 � � � � d � Line�lass B Rip Rap rJ�.�� �'��KE,-' � N Tfi�MQS J. BLQCi� gc ��� - i i i R= 9,4/0.00 ,' � � � I I I GeoteXtile B GEOTEXTILE � Sta.= 1+00 LT RIP P AT EMBANKMENT : / � � N DIANA C. BLACK � SE = NC az = 4 8 �fs -`�� � I I I Min. D= 2 Ft. SEEIDETAIL 2 0° �7 � � �� ' � DB 342�G 1385 � � � DS = 55mph a,o= , �fs � � �� � � - � I I I + 62.73 -L- v2 = s. fps , �s Mqx. tl= 1 Ft. Type of Liner= Class 1 Rip Rap J� Z � � "�� - � � � � B- 4 Ft. Quantities Induded in Outlet Protection for Culvert .�� �T V10= 2 f s � ;� I � � � i I I I Type of Liner= Class B Rip-Rap STA. 13+00 LT & RT +47.00 -L- P� StO. � f9?�.36 � �� i � � � �� .-,-, �''� � - i I I I FROM L STA. 12 + 50 TO 13 + 00 LT + 61.00 -L-� EX �yy ���� I � � � i � i z�, � � I I I 43.00 LT � ��_� C�O NO � �� <' � , ' � �j � �_ � I I I EX � sra.= i2+oo �T + 5.00 -L- ��� DI TURB W L � ENCH � � � i N �l � � � n-� � I I I QS- s.6 �ts 41. 0 LT - --� �__ .. i .S m� � N � i , � �, � I I I - 25' as- 0 6o�rfPs ��` � � � � +47.00 -L- m � � � � � _ , � � � � I I I � INCo E 5= o.o7a wgr � m �- -m � Q� � s �� DIS�T�URB WALL � �� � ' - - - - -- - - �,. � EX R/W �"� � � ��� � � � ; __ j ` � w000s DOCUMENT NOT CONSIDERED FINAL � I I I THOMAS J. BLACK & TYPo Liner- Grass E --� �, -. ;, , i � i '', 5 ,\ ,-- i i;' �: W�1�_ � { _ � � az- a.a �fs - � � � � ' � � � � � � � � � � ` '= UNLESS ALL SIGNATURES COMPLETED _ _ , I I I DIANA C. BLACK � - � s � - � W Sta. - 12 + 00 LT � � - V. ' ' r i i - �r - � � � � _ / V2 = 4.8 f s , � � 1 - � , F , - ---- � ' � �i �,:� ' Pre ared in the ^ � � � � I I I DB 3427 PG 1385 � �r�ri �,���^�_ - _ �-=� -- � - = p _ r ��__ �--- �� - � \ � �, s s , i, � T �, __� ---- ---- --- ` i � " � i_ r i����,,_ „��,; ? Nc FiRM ucENSE No: P-o339 � - - - � T � �' � -�-. � � � , _� ,_;� -, -/ _ @}�b.lrt#s � - _ <`. � � _ - - - �-�-rr� - , � �� - � Office of: - - -- - --�i � -� :;-� ,_� . � � _,, �_ , -- - ��� r - -- �� mv� ��� _ �- � - �-��_-� `� 504 Meodowlands Drive -. -, - , - , - -�. � �.� . .� �., ..1 r-, _, :_ _. �_�.__'�-� �-'�' . ,� :� _ ' . . .. � � - - - - t� _��� t_ ... � '� �,- �: � _ .. �.. � �- .��_ I I I �� - , _� � _ , �_ vrQ _�.� f �-� - � ' � ��, . _; �� � ,� :- �-� , r-r _- - - �- , s � _ - _ _ �_, ,_� _; ;_r , � - �� �. �, ,_,. ,-, , �, , � , � _ _� ,_,_. .,_� �_� �� �,_ ,, � T8E Pf���L�T _ �, r SV �T �,��.� E���EEa„�,�,�« 1r Hillsborough, NC 27278 � � ° (919) 732-3883 - (919) 732 6676 (FAX) - � �-- - � ION �R i DRAIN AT � -� / � .. ` W �W �ts `-��� -k�-�� ,-� , 7r _ � _' , � � - � I I I � ��- / ` 5 ° E E D E T A I L 4 i D R I V E P I P E i / � 5 � 0403 15" � REMOVE � �-------- i I I I SPECIAL LATERAL BASE DITCH 5 S !. F I I I � STA. 11 + 50 TO 11 + 75 LT - � F ; � � � F SPECIAL STILLING BASIN EE DETA1L ��� '� s , - _ "_� ` _ _ - i , , , - - - 5 ' 20' � 0403 ' I I I _ - - - -- - - _ -1v11N - T.� P. - �i 5 S . _ _ , , 24 INCH 5 --- ---- - - - - - - - - - - � � � 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 f s � '' i ` __-- D E l ,; _ ,n- _ �r-v-. -r-� - - � � � - - p ,-� � �� T - _, - � �-L� �� ,_r �-Lr-�� -,�n,_ r �-, ,� �", � ?�' - - i - - - , ,,, -Y. � ��, , r� - i I I I , �� ,., 'I Qs � _ � s , _. I DISTU�B L - ' _ -- - - - � � � ����� � Sta.- 13+Q5 RT , � BE�IN PR - � I �, � �5=� �.z fps ��'�-� �-__, ,�� 1 ,_ � , , �, - - �_ - � ���s � ' p i i -L- STA. 11+50.00 � .��,-� - a- ��:�� � � �� � ,� --- , f� o� �, woo�is `� ' � � _ � � �� � , � �' � � � ' � + 52 . 0 -L- � �� � � � � � „ . � - � N i ��, � n- �0 Or ii +1�.��� -�- _ - �� � _� ��4 S I R �,4P �� ���� IMPERVIOUS 58.0o RT � N �i � Lmer- ��!5 SE�� LET ,YE AL`�. DIKE ��''�� 1 � Q v� � � I I I D ETAI L 3 �� � � �X � �� �,, To �PRo ECT oN � � � � ��� ' S�t�.-- �l� � RT 36[ T L I�P P' � } Not to Scale) PC Sta. ll 93.28 �� � 2 � l ' I I I CUT DITCH `II, f �, � v2= a.o €�� 67':S OTEXTIL �, � � � � (Notto Scale) U BE�IN CULVERT � w Q10= 1.4 rf ,�, �, - � I I I F�ont _ ��Q vio= a.3 ��� �� ^ �GEORGE HARDIE AND - � tF�°'``e� i i i o�t�h -L ST A. l3 +08.6/ � � � � � Naiural � 3'1 �et Slope � � � � N � Natural 1 � SVoQ I I I Ground 3.� F�o` � � I� '- � m 60 � m � i � � R OB 6236 .PG R 8'E � ��o�nd b v F`�� I I I � � �w � ��� s � a���-� �� � � I I I MOUNT PLEASANT METHODIST CHURCH � DENOTES IMPACTS IN � I'� � � �`�� Q E�Ev=577o00� PB 173 PG 45 ZO lO O 2O 4O d= t Ft. � � I I I Min. D- 1 Ft. �� `�' � "' - b= 2 Ft. Geotextile � DB 2028 PG 600 SURFACE WATER � ���'� � � �� w N r I i � � � FROM STA. 12 + 81 TO 13 + 05 RT ��� � �� �' �� Q m � m I Type of Liner= Class B Rip-Rap ', , � 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 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 I I . I ..---- 0 TO 10' .. . ---- ---- II II . ..: .. .. I . I.. .. . . . . . . . . . .. . . . . . . . . . . . . � � EST TONS �LASS ' = 2 TONS I- - - - - - - - i I i _ EST GEOTEXTfLE = 45 Y I �i -_ � - .-- __ I I .I ,'I �I I li! I i i � I �i i , ,;_ I;- . I ' I_ CULV ERT HYDRAUUC DAT A �, Q � _ _ i 50� EST C IR FIB�R MATT�ING = 12 SY I _ _ �` �I I ' I I � I ! I . , , . , . _ . . . . _ I I _ ! 5�� , � _ � , ,- �, � � � DESIGN DISCHARGE = 650 CFS � E-� i� ��� � i � i. ii � � � � i_ � i i _ � _ _ I I i_ ' , i � � i . 6, _ � OU LET Tl''PICAL �� i i -_ - _ i Op. I _ � � ' � � __ -_ ___ _ _ I � � � __ il I ; I � _I_ � �I_ I __ I _I I i ' I i_ i , _ __ __ _ _ _ ____ .; ___ � J _' _ _ � _ _. _ _i_ -� _ ,-- i- , � _ � _ _ __ __ _ i i - i , _--_ , � _ _ � , _- _ � , ; : � DESIGN HW ELEVATION 578.1 FT I (LEF} TO RIG T' LOOKI G DOW STREAM) I j I II II - - - I II II I II , I I I I I I I_ ... I II i _ II i _ i II I �w �e �� rexTae P � I _ i i i - - - - ! I - �• I'� • � � � � I � i , , -- I_ . . . I . I i li _ - I � 5 Z 7 �-- i � 4 i I� i I� � I� I� � I i ��. �.�� i; � � � i � � ''' �_ ��'�_ �' ''_ BASE �REQUENCY = 100 o YRS e: � 5 7 7 , _ i � n�N� _ _ _ _ _. _ � , __ � i � i c� i _ - - - - I� . _ , O � � � ! �.� �� � � � _ _ _ _ - - � ,, � _ !� � � � � ; p I ; � '� � � � '�i , ��i = BASE HW ELEV AT lON = 578.82 FT I �'� _ I � I � � _ - ,� � __ _ � O. u ��,ss -� � � �`� �� i � � ' � -�` `� ,-.s� �� ' I -- -- _ I cC _'' � � I I I _.;- -�' � � � � _ '� � � � � � � � �� � ' _ : __ , � OVERTOPPING DISCHARGE _ 1700 CFS � � ieiP ane � � � ., x� . � � � �! cuss,,i, �!i i �!i _ _ _._ - � � Q�� � _ _ i �� J � ♦� i � i i � __ .._ I i �� . . . - - i � � i I i _ � _ + � I i � . . . I � W/GEOT XTILE. . . ,i_,, . � . . \ . . . , � .. � . .. � � � ; � � . . . . . . . . . . . . . . . .. : . :_ . . I 5 73 � �.. _ _ � � �' ` RIP RAP .. _ . . _. -. . _. _. _ . . � ,� V / U � , , � °° � ��-' '��'� W,�Ea � � i �� - �- -- - ��` �n� -. -_ � , _ �_ � � � � � � _ � � �, �, � _ OV ERT OPPING ELEV AT lON = 584.4 FT � ,� � 5 7 3 I I . I . . K � Y N . l. ' . �.. �� ` . . . -_.. � , � . . __ � . . . . i i i � � ` r^ ,�; � I i 1 . . KEY IN II' ENCH �. � i . . . E I TEXTILE II I II II II . -. _. . . _. - _ . I v iy ,I� I II .. I . v O. �. . � � . i_ II . �. . . : .. .. : �. . . : �. I_ �. . . �. . .. �_ .I -I I �. II _ . . I i� �I\l i� _ _I. _ I _ - - _ . _ _ - II Q � � �' I .I , , _ _ . . . -- - � - i � _ I ° °'E10� i II i I-I - - - , I-. . . - - - i � I ES � _-.__._ _._ -i i i _,_ �i � J _ _;- i - ��i � � � �i T TONS LASS 3 TONS � -� --. , , �_ , � = i i -- -_ __- _ � , � , �, � � .� _.. � - _� ,_ RIGHT DITCH -------------- Nc,� I E�ST GEO EXTILE r= 67 Y I II i I � i I I.- :: li li_ � -� 569 EST COIR FIB R MATTING = 26 SY�I ' � _ I I I _ - i I� �� O _ _ �_ .� i ; ' , . . ' ; _ ' S69 _ _ _ - , i � ,- i � � i i , , I I i l f i i i � _ � � � � o � � __ - LEFT DITCH oz � _ - -- - ---------- - _ � - o NOTE: ACKFILL TO T�P OF $ILLS W ATIVE M,4TERI L � � � � � � � � . , , i c�� u SEE NOTE UNDER ADDITIONAL INFORMATION & O/v1PU TIO'NS � i i �� � i a� � � ��� 11 12 13 14 15 16 � �� � � 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 � Ground 2• 1 e 1.0'min. 1.�' _ � s= O.11l�t � ;/ � ��� �' � � � � I D �`C�d''t' c t S lope Gra de � T - ��.54 n- - I- 9 8. 0 � - �- �_' i ��P�RV����i� �� � � � d ���.��� Line� lass B Rip Rap rjQ.Q� �, p�K� � � ,e.. i � I I I �' R= 9, I c� THOMAS J. BLACK & Sta.= 1+00 LT RIP P AT EMBANKMENT � � I I I Geotextile B GEOTEXTILE SE = NC Q2= 48 cfs I ' � � ' � N DIANA C. BLACK 4 DB 342�G 1385 � � � � � � Min. D= 2 Ft. v2= 3. fps SEE DETAIL 2 / '�� ��-' � m c� � � f- � Max. d= 1 Ft. Type of Liner= Class 1 Rip Rap DS = 55mph +62.73 -L- Q�o= t cfs I � �7 � } �c � I I I .00 LT v� o= 2 f s I s� ' � � B= 4 Ft. Quantities Induded in Outlet Protection for Culvert � �_ � � I � � �� ��. i I I I T e of Liner= Class B Ri Ra P� StQ. �'�9'�.3�j � °� � I �''� - YP p- p 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 �� � i � i z� � I I I 43.00 LT ,� ��_� O NO � � � � , � �j � � o � �, � I I I EX � sra.= i2+oo �T + 5.00 -L- DI TURB W L � ENCH � � � , cv i � i � I I I Q5 - 5.6 �t5 41. 0 LT ---- �� � �� f- ,� � i � � �v i � � � i VS = 5.0 f s � � � S/' � r� � �`� � _ P i - � � t� � i�� I 1 '' O � I I I - � - d - 0.6 h � I I I � �ons �NCo E 5- o.o�a w�t '-- ��G \ � � +47.00 -L- � `� �, C� m -� , ,_ _� �, �-� DISTUR NOT �� �� `��� i � � �� � I I I TYP, Liner =Grass - C --- E � ' i I ^ \ I EX R/W d00DS � � � WOODS �� DOCUMENT NOT CONSIDERED FINAL _ 5 r DO - - � � s � � � �� � B WALL � __ � � , I I I DIANA C. BLACK � �F _ �, THOMAS J. BLACK & � � � I � �_� wA�� � , w s�,z._ 4 $+oo �r � � V,- , � � � _ � - � ' � - � � � � �-�� UNLESS ALL SIGNATURES COMPLETED � / �, � � � � � �xi.riN�_, R, �� p �i" 1��-����� _� � 1 s ? � � - � � , � ` ��� I I I DB 3427 PG 1385 �_ __ � € ___ -_ � � � _:_ - - V2- 4.8 f s _ _ .. = �� � - - --= �� � s s ,. k � ,, -- --- - -- � �i ,,.� r-, ,s_� � � �, Prepared in the - �� 1 � - � - - _ � � .- - � _, ,�-�_, ,_�-� ---_ _ {?}��b�:�rt#s - --- - -��,- � -- �� ���'; � -- - _---- --- - _ y,, �-� ��� � � - � -- - OfFice of: N - t r � _� _, �, _� �_ � � -- ' � -�: ; , -_, �,. ', ;- ��-. , � r � - ��mv�TrJ- �-��_� � -`�' ., �504 Me da�wlands Dr�'�ve� - �-� � -� �; -�_. �-�, �� ��� -t��--� �� _ �_ � � �_ _ �_ , � _ _ �. , �-� „ _�- _�, � � _ - - -�,�-�.�- SU IT � � � � �� , � _� � � _ �- �� L VTQ�_,_�.��fp� �_� ;-� _; �,� - � _ � -, �,_� �-�k r' � T �,,,, , „ �� I I I , J ~,p-_ ;�- �R . ,�,�,pE�G�EEp„�=�, Hillsborou h, NC 27278 Jv -�TdE` PR�X�TION � DRAIN AT 9 � � � � U'' �s ���' _� ' s - - - __ � �� °� � (919) 732-3883 - (919) 732-6676 (FAX) I � ��-��-L , 7r _� � '� �� i I I I /� � -� f�" ' S O403 EE DETAIL 4 i DRIVE PIPE '_---- \ , _ i �--�-- -- ----- i I I I SPECIAL LATERAL BASE DITCH 5 S 15' � REMOVE I I I � STA. 11 + 50 TO 11 + 75 LT EE DETAIL 1 5 -_ ;_ ��__--F ----- F ' i i i - F SPECIAL STILLING BASIN �" 5 , � o4os ' I I I , , , 24 INCH __� s - s � � � - - , � 20 ` � �- - - ' 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 i _ ,- _ - � �- V10= 4.5 fps . ����� � � � � �� � ____ � E �� ` � � _ s,_ ,"� - - - ,n- �,n _ � � -- - - _ � � � � ' � Sta 13+Q5 RT �� �� T , �. � ' �' �' '-' n"'s'�'>����`�-�����` � - ---' '_�,,-�-��_�` __ i_ , Q5= s-,- � ; DISTIJ�B L J'/ - -- �� � � �[ cn � � - - ' J � V5=i �2 fps �'_-� -'` V�` ,_ -_ - WOODS � , , �' ' WOODS � �F c r' ; z i i BEGIN PROJECT � d= o� , ,-, , �� _ � ,� ^ y _ o � � -L - ST A. ll +50.00 � N � �. � S = '�., z � �, � � `�` - - + 52 . o -�- /� � �, � `II, i� n= OA���� +1�.� -�- �-, �, z z o� �; c ' w I I I �� ��� '�,�� , ��ne�`� ��s ��� T ��, s i R �u,P = �� IMPERVIOUS �X.00� RT w w ww _ ��`�' DETAIL 4 � SEE �C� LET YE AL'- DIKE ��, � `� � TOE PROTECTION DETAIL 3 I s,a.= �s � RT w w � � � � � � z Q2 = 1.1 36 _T L I�P P } } Not to Scale) � PC Sta. ll 93.28 _ �S� �� � 2 � l ' I I I CUT DITCH f �, Z v2= a.o €�� 67 ` OTEXTIL �, � � i i i � Not to s�o�e, BEGIN CULVERT ' Q Q 1o= 4:3'�� �_ ; �, ' � =�_ -,� �,et F�ont CT/A� R(��+ �� �- GEORGE HARDIE AND � F�4 I I I I t Ditch - L J/ /' Ie /� � O V a V/ I'� r � � � � � Naturnl � 3'� � t Slope ii i- ` r-' �` e � `� REBECCA J. HARDIE � �' � � °� 1� � �u ��, o� � Natural ,�.1 ��Sv � I I I Ground 3.� D F\Q'��e J �' m ` � i � � OB 6236 PG 118 Ground �� �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 i I I I FROM STA. 12 + 81 TO 13 + 05 RT � � � � _ � �� � `" � � � ������ N � �� � � � ,m ��,,�. 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. z 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 I I . I ..---- 0 TO 10' .. . ---- ---- II II . ..: .. .. I . I.. .. . . . . . . . . . .. . . . . . . . . . . . . � � EST TONS �LASS ' = 2 TONS I- - - - - - - - i I i _ EST GEOTEXTfLE = 45 Y I �i -_ � - .-- __ I I .I ,'I �I I li! I i i � I �i i , ,;_ I;- . I ' I_ CULV ERT HYDRAUUC DAT A �, Q � _ _ i 50� EST C IR FIB�R MATT�ING = 12 SY I _ _ �` �I I ' I I � I ! I . , , . , . _ . . . . _ I I _ ! 5�� , � _ � , ,- �, � � � DESIGN DISCHARGE = 650 CFS � E-� i� ��� � i � i. ii � � � � i_ � i i _ � _ _ I I i_ ' , i � � i . 6, _ � OU LET Tl''PICAL �� i i -_ - _ i Op. I _ � � ' � � __ -_ ___ _ _ I � � � __ il I ; I � _I_ � �I_ I __ I _I I i ' I i_ i , _ __ __ _ _ _ ____ .; ___ � J _' _ _ � _ _. _ _i_ -� _ ,-- i- , � _ � _ _ __ __ _ i i - i , _--_ , � _ _ � , _- _ � , ; : � DESIGN HW ELEVATION 578.1 FT I (LEF} TO RIG T' LOOKI G DOW STREAM) I j I II II - - - I II II I II , I I I I I I I_ ... I II i _ II i _ i II I �w �e �� rexTae P � I _ i i i - - - - ! I - �• I'� • � � � � I � i , , -- I_ . . . I . I i li _ - I � 5 Z 7 �-- i � 4 i I� i I� � I� I� � I i ��. �.�� i; � � � i � � ''' �_ ��'�_ �' ''_ BASE �REQUENCY = 100 o YRS e: � 5 7 7 , _ i � n�N� _ _ _ _ _. _ � , __ � i � i c� i _ - - - - I� . _ , O � � � ! �.� �� � � � _ _ _ _ - - � ,, � _ !� � � � � ; p I ; � '� � � � '�i , ��i = BASE HW ELEV AT lON = 578.82 FT I �'� _ I � I � � _ - ,� � __ _ � O. u ��,ss -� � � �`� �� i � � ' � -�` `� ,-.s� �� ' I -- -- _ I cC _'' � � I I I _.;- -�' � � � � _ '� � � � � � � � �� � ' _ : __ , � OVERTOPPING DISCHARGE _ 1700 CFS � � ieiP ane � � � ., x� . � � � � cuss,,i, �!i i �!i _ _ _._ - � � Q�� � _ _ i �� J � ♦� i � i i � __ .._ I i �� . . . - - i � � i I i _ � _ + � I i � . . . I � W/GEOT XTILE. . . ,i_,, . � . . . . . , � .. � . .. � � � ; � � . . . . . . . . . . . . . . . .. : . :_ . . I 5 73 � �.. _ _ � � ( - . . . . . ', � RIP RAP _ , . . _. -. . _. _. _ . . . . . . . . . . . . . . . � I I , , ���� � �� �� rE���E �� �� i �� � �n�� -- � ._ ; -_ ��� ; ; ; - �� � � � - OVERTOPPING ELEVATION = 584.4 FT �� ,� � 573 , i � i �i ii _ � �� I � ry r^ i_; ;i i ,i_ i, ,:,_ � � � KEY 1N �� �. , � � . I . � � . KEY N�l.�' � � - l � `�\I � .. . , . ... ; .. . . . . ., -- . . . I ��� I . . i . �. . . . . . . . - . -- - . I� y, . . v Q. . �. � � . �_ � . �. . : .. : �. . : �. �- �. . . �. . �_ .I -� I. . I. _ . . � , - <, I ENCH . II . I I II I il I I. I. _. I I L . . I . . i . . ARIES . . . . . . . .._. . .. ._ . � O �I � � I I . . . . -, . . I_. . -- - I, _ . . . . . . i � � - i i o�ro io- i �i i i i _ _ _ _ . _ _ -_ II - __ 'I-. - i i - i - - - i � i � EST� TONS LASS -, -. 3 TONS � -i- i i _�i _�. �r-� J _ _;- i - i : : i , �z , � = i i -- -_ __- _ � , � , �, � � � . � - _ I_ RIGHT DITCH -------------- �c� I � � � �E�ST G�EO EXTILE r� � 67 Y � � � I ' i i I � � � � I � I_ i _ � �' S69 EST COIR FIB R MATTING = 26 SY�� I _ - i I� I � _ _ ^_ � i i i_ ' S69 i - i _ _- � � i , i ; , i^I �:. i I f i i i � ��,�' - ,' _ - - : - m ; I o , ' -- - LEFT DITCH ---------- - - o= o NOTE. ACKFILL TO T�P OF $ILLS W ATIVE MATERI L ,, , , , , , , . Z , , i c�� u SEE NOTE UNDER ADDITIONAL INFORMATION & O/v1PU TIO'NS � i i �� � i a� � � ��� 11 12 13 14 15 16 � �� � � L WETLAND PERMIT IMPACT SUMMARY 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 0.02 110 TOTALS": 0.02 0.00 110 0 "Rounded totals are sum of actual impacts 20131024 • � See Sheet � A For I ndex of Sheets See Sheet � B For Conventi onal Symbols See Sheet � C For Survey Control Sheet THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. • 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. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. 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.) - DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared In the Offlce ofe HYDRAULICS E11tGI11lEER GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH 504 Meadowland Drive Hillsborough, NC 27278-8551 ADT 2O15 = 500 Voice:(919)732-3883 Fax: (919) 732-6776 20 l0 0 20 4o T— 6 %* LENGTH ROADWAY PROJECT = 0.058 MILES DESIGNANDENGINEERINGSERVICES www.summitde.net o� �oap� FIRM NO. P-0339 �� ��Q 2012 STANDARD SPECIFICATIONS ----------------------- Q ��o PLANS V= 55 MPH LENGTH STRUCTURES PROJECT = 0.004 MILES � �� P.E. 20 l0 0 20 40 * _ o o TOTAL LENGTH PROJECT = 0.062 MILES SIGNATURE: � � TTST — 3/o DUAL 3/o RIGHT OF WAY DATE: TRACY N. PARROTT, PE � o I V V`1Y 7� 2 O � 5 PROJECT ENGINEER R OAD WA Y DESIG11l E1�GII�EER ' a �� �Q PROFILE (HORIZONTAL) FUNC CLASS = �� o� ��Q��QOQ 4 2 0 4 g RURAL LOCAL �CDOT C01�TACT: VIRGINIA MABRY LETTING DATE: BRANDON W. JOHNSON, PE MANAGER, PRIORITY PROJECTS UNIT I V V`"�Y 7, 2 O� 5 PROJECT DESIGN ENGINEER ----------------------- PROFILE (VERTICAL) SUB—REGIONAL TIER PE 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 _ �0.� ii� s- O.11l�t � O � m +98.00 -�- -� � IIv�PERYIG�US �` � � i i i d R= 9, * � Line� lass B Rip Rap rjQ.O� �� �� ,�.. 4/O.00 � , DIKE `:� i �' - I c� THOMAS J. BLACK & � I I I GeoteXtile B GEOTEXTILE Sta.= 1+00 LT RIP P AT EMBANKMENT : / � � DIANA C. BLACK � � SE - NC az = 4 8 �fs �;� � � I I I Min. D= 2 Ft. SEEIDETAIL 2 m I i i �' � DB 342�G 1385 � � � DS = 55mph a,o= , �fs � � �� � � - � I I I + 62.73 -L- v2 = s. fps , � Mqx. tl= 1 Ft. Type of Liner= Class 1 Rip Rap J� Z � � "�� - � � � � B- 4 Ft. Quantities Induded in Outlet Protection for Culvert .�� �T V10= 2 f s � ;� I � � � i I I I Type of Liner= Class B Rip-Rap STA. 13+00 LT & RT +47.00 -L- P� StO. � f9?�.36 � �� i � � � �� .-,-, �''� � - i I I I FROM L STA. 12 + 50 TO 13 + 00 LT + 61.00 -L-� EX �yy ���� I � � � i � i z�, � � I I I 43.00 LT � ��_� C�O NO � �� <' � , ' � �j � �_ i I I I EX � S t a.= 1 2+ 0 0 L T + 5.00 -L- I- D I T U R B W L � ENCH N � i I I I 41. 0 LT _- -� � -- _ S �� rr ] � � � �� � _ , Q5- 5.6 cfs , I m � I / � �' � I I I - 25' as= o bo�fps �` � � � +47.00 -L- m � � � � - . 10 - _ � � 5= o.o7a wgr E m ----,.�----__ / _� DO NOT ` i i � . - - - - �� � � � �, B WALL EX RrW ��°� �� ��� � � _ � �___ , � � ��' DOCUMENT NOT CONSIDERED FINAL , I I I THOMAS J. BLACK & YPo C E ' , _ - - - -- � J DISTUR W�i_ � � WOODS , I I I DIANA C. BLACK � � I�� � --, � w Qz��- 4 $+oo �r - - _ � ��� �' � ' =`�F �� � � � �` � � , -_ `�'�_ _, UNLESS ALL SIGNATURES COMPLETED .. � ,,,� / V2 - 4.8 f s � �� - �\ � _.- _._ �- - - �• �� - �� � �_.r� -' � � � �B 3427 PCi �38rJ Tifl ,_ � - }�b.l�#s � � �, �� _ Prepared in the - � �- � �� - �� -- - - --- i � I T I��r ^r . NC FIRM LICENSE No: P-0339 � - - --�_ � � T � T-� ; � . , , - - , � -/ _ _ _ @ - � , - �"� " � l-� - - -- ��°v�v� ����-�r�� .�- . - . � �� _ Office of: - - -- �_, �,, i_ �_,-�, _, ;� .� �_, � �_ , � � �, k-� _ i, -'_�� �-t�r� � 504 Meodowlands Drive ,_� _� �-� � � \ � �, � ����"� � � � � -, � _� � , � , - � �, � � �-� � V-TQ� ;_�.L;fp�-�_ . r-, � � � � �� � � �. , - - - - �- � -�s � _ � � � � �� SUM��IIT �� i - _ _, , � - � ��ti� -,_t� - � � �; . :, �� � ��i r � �_� � � ��� , , Hillsborough NC 27278 - _, � -�'� � �- �.����-����T��N �R I ��fi�N AT � �� ����.�oEx�xEEa��s��« (919) 732-3883 - (919) 732-6676 (FAX) _� � � - - � I I I � � � � ��� ` "` � ' i EE DETAIL 4 i DRIVE PIPE . � � ���?����� i I I I � � SPECIAL LATERAL BASE DITC�H I� 15" � REMOVE � i I I I � STA. 11 + 50 TO 11 + 75 LT � � --_ �- _F �____ 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 I I . I ..---- 0 TO 10' .. . ---- ---- II II . ..: .. .. I . I.. .. . . . . . . . . . .. . . . . . . . . . . . . � � EST TONS �LASS ' = 2 TONS I- - - - - - - - i I i _ EST GEOTEXTfLE = 45 Y I �i -_ � - .-- __ I I .I ,'I �I I li! I i i � I �i i , ,;_ I;- . I ' I_ CULV ERT HYDRAUUC DAT A �, Q � _ _ i 50� EST C IR FIB�R MATT�ING = 12 SY I _ _ �` �I I ' I I � I ! I . , , . , . _ . . . . _ I I _ ! 5�� , � _ � , ,- �, � � � DESIGN DISCHARGE = 650 CFS � E-� i� ��� � i � i. ii � � � � i_ � i i _ � _ _ I I i_ ' , i � � i . 6, _ � OU LET Tl''PICAL �� i i -_ - _ i Op. I _ � � ' � � __ -_ ___ _ _ I � � � __ il I ; I � _I_ � �I_ I __ I _I I i ' I i_ i , _ __ __ _ _ _ ____ .; ___ � J _' _ _ � _ _. _ _i_ -� _ ,-- i- , � _ � _ _ __ __ _ i i ,- i , _--_ i , � _ _ � , _- _ � , � : � DESIGN HW ELEVATION 578.1 FT I (LEF} TO RIG T' LOOKI G DOW STREAM) I j I II II - - - I II II I II , I I I I I I I_ ... I II i _ II i _ i II I �w �e �� rexTae P � I _ i i i - - - - ! I - �• I'� • � � � � I � i , , -- I_ . . . I . I i li _ - I � 5 Z 7 �-- i � 4 i I� i I� � I� I� � I i ��. �.�� i; � � � i � � ''' �_ ��'�_ �' ''_ BASE �REQUENCY = 100 o YRS e: � 5 7 7 , _ i � n�N� _ _ _ _ _. _ � , __ � i � i c� i _ - - - - I� . _ , O � � � ! �.� �� � � � _ _ _ _ - - � ,, � _ !� � � � � ; p I ; � '� � � � '�i , ��i = BASE HW ELEV AT lON = 578.82 FT I �'� _ I � I � � _ 0 u I �� �� I _ _ �� � � Q _' � � � � I I� -_ . Q� � II I I_�_ � -- ,._ _ � � ��.SS , �--��� � x �° � , �� i i i _ _ ' � , OVERTOPPING DISCHARGE 1700 CFS � � -- - -- cr - - _ _ __ _ I � . . . . .RIP RAP ' i . R',, '.� x^ .�� ? . . ��� � CLASS,...,�,. . . .. . II �I II .. _ -.. _.- - .. I �f � I�, �I � .. � IQ J. O `` I . � �r��l I. --. ..i I II I .. .� .� .. . .. .. -- - .... .II I � I . I I _ _ I I OVERTOPPING FREQUENCY- 500+ YRS � � ` . . . W/GEOT XTILE � � 1-5 < . � . . . . . �, �. I � . . . . . . . .. . _ . I � . . ,,.. � . .. � , . RIP RAP �' I I I I I I I � `� 5 7 3 � � � , �°��� ���,- � ��-�� ��� � � W,�EarE���E _ ! - �- -- -. - , �� `� � � �' � ._ , _ � � � � _ � � � � � _ OV ERT OPPING ELEV AT lON = 584.4 FT � ; �� 5 7 3 �� � KEY IN � t � I , I I I I I . � � I .. I . � : � � � � � � , , . , �, . �, �, � �- ; , -. .I I I� � �, I � - � � � �' �I � � � i i_ II . I_. .. � 1 I �I _ II � � ' I . . I . I. II ENCH II . . . . . KEY IN .l. �' . II II �II II . -. -. . . _. - _ . II � II . . . . . . . .. � _ . . . . . . . . . . . . . . . . . I - . I I . . _. . .. .. _.. . _ . , �. . :. . . ; .. _... : , . . . . - - - . . . L I , I ARIES I Q � O �I . . . .. _ . .. �. I_. . . I I r . . I � - I �� I . .. . _ 0' TO 10'... � .--.-. -.-- . . i . _ -I- -I . ._.. - . - _.. .. .-. - . . _ . -.-. -, . . _.- + .. .-;- . .. .. . . _ � I� . . , � - - - I . . . . . . . . . . . . . . . + � I EST� TONS LASS ''= 3 TONS � i i i -�; _�. � J _ , i � i i � , �_ � '� _ � i -- -_ __- _ ? , � � �, � � � . � - _� ,_ RIGHT DITCH -------------- �c,; I � �� E T Gf0 EXTILE � 67 Y�� � � I I I I I � i _� � �J _ _ _ � Q _ _ _ �_ .� � i , _ I I_ � - ' S69 OIR FIB R MATT�NG = 26 SYj _ _ - i I , , . . _ 569 ,_ � � i , i ' I I i l f i i i o z = � � � �� o � � __ - LEFT DITCH �,�,�' _ - -- - ---------- - _ � - o NOTE: ACKFILL TO T�P OF $ILLS W ATIVE M,4TERI L � � � � i i . , , i c�� u SEE NOTE UNDER ADDITIONAL INFORMATION & O/v1PU TIO'NS � i i �� � i a� � � ��� 11 12 13 14 15 16 � �� � � L . . .. . � ._ ._ - • • ' • • • ' • , ���������� a � , - : • a���������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ���������