Loading...
HomeMy WebLinkAbout20161083 Ver 1_400254_HS-buf_20170125c � � � � a w o= �� �_ ��- � T N=,� � Q�-' �N � O' �.. Q S�ee Sheet 9A For Index of Sheets S�ee Sheet 9B For Conventlonol Symbols See Sheet 9C For Survey Control Sheet • DETOUR ROUTE TO SR 1005 (ALAMANCE CHURCH RD. � 1L ��� �� ��lld 1L 1L1� ���p��1L�� � �������� �� �������� G UILFORD CO U1�TY BUFFER DRAWING SHEET 1 OF 4 LOCATI0IV: BRIDGE NO.400254 0111 SR 3121 (FERGUSON RD.) OVER STINKI11lG Q UARTER CREEK TRIB UTARY #2 TYPE OF WORK GRADIIVG, DRAINAGE, PAVI11lG A111D CULVERT BUFFER IMPACTS PERMIT REVISED VZ4�1017 n �� � �� � � �� >� �o A DESIGN EXCEPTION IS REQUIRED FOR VERTICAL ALIGNMENT AND STOPPING SIGHT DISTANCE. TO SR 3122 �ARRETT-STORE RD.) � RELEASE FOR CONSTR UCTION DATE: 11- O 1-16 DOCUMENT NOT CONSIDERED FINAL UNLE55 ALL SIGNATURES COMPLETED Preoored �'n the Offlce or: gyDRA[JLICS ENGINEEIZ,���"""",,,,, GRAPHIC SCALES DESIGN DATA PRO ECT LENGTH 504 Meadowland Drive caR J ���1r�1� Vloice�(919)732-38638-8551 =���Q ESSIp�,o��9 ' 20 l0 0 20 40 ADT 2015 = 500 — � www�s�m�m3z-6»6 _ sEa� _ ��u� Q * DESIGNANDENGINEERINGSERVICES . 'i�de.net _ � ' _ �pC� !�4� T= 6 /o LENGTH ROADWAY PROJECT — 0.058 MILES FIRMNO.P-0399 _ , 03O4OS ! _ �y� �� 2012 ST9NDARD SPECIFICATTONS � � PLANS V= 55 MPH LENGTH STRUCTURES PROJECT = 0.004 MILES '=-��`�'"����,�°�� �� °a r.E!�,;,,u��,FF ��o� < �v TOTAL LENGTH PROJECT = 0.062 MILES RIGHT OF WAY DATE: TRACY N. PARROTT, PE s,cxnrur�: "` � � 20 10 0 20 40 * nST = 3% DUAL 3% �� "' ""' ' o rxo�scr Excrxesn ROADWAY DESIGAI ,o°�N ��ARO °''%, p PROFILE HORIZONTAL MAY 7, 2015 ENGINEER ��°�a�"�����v', ��� ��� ( ) FUNC CLASS = _� sEq� `.Z= r� o -A 034371 . �_ �� �Gsf��g` 4 2 0 4 g RURAL LOCAL LETTING DATE: BRANDON W. JOHNSON, PE = y �, NCDOT CONTACT.• VIRGINIA MABRY =� a� PROJECT DESIGN ENGINEER — — --._Q-'—��N�g'��, � ,HaNAcsx,rnronrzrrxo�crsuxrr _ MAY 7,,2015 -,oN W�����o�,� PROFILE (VERTICAL) SUB—REGIONAL TIER P���""" ������� SIGNATURE: N O w � s ,, [ PROJECT REFERENCE NO. SHEET NO. � DETAIL 1 DETAIL 2 Pl Sta /2+43.82 � �: B U F F E R D IV'1W I N G BRIDGE NOe 400254 /7Ei�e%.Re87 4 -' RIP RAP AT EMBANKMENT � � SPECIAL L4TERAL BASE DITCH II CLA55 I RIP RAP /, � i���,a s=a�ei p= 0' 36' S5.5" (RTJ � �� � � ww sr+eer Ho. ��°"° s`°�e� sa. ia�{ao �r _�EE INTLET,TYPICAt i ?�� i io'm'n D= 0° 36' 32.0�� QS s.b �h �23 TN C4� I RIPRA � �� �� ROADWAY DESIGN HYDRAUUCS . �__ _ a.z`ib� _ 45 No�ural � D �ch J m � � L = ���.07� d 0.3 !y � � ` �I .O `I � c,o��a ' 7 A'� F'�� �-0 t.5' o � m SY G�TEXTI I r H E ET 2 O F � ENGINEER ENGINEER ' o F�n :��Pe c�aae � T- 50.54' �asa +9e.00 � 4 �nqP 2v�ous 4. d� � � ias. o a�v xaP � 50.00 �F-� �DHCE i � : ] . .�„ R 9,4/0.00' � �� THOMas �. s�acK &� � �N �ARo� N �ARo �eo�e ��ia�B GEo�eXnlE � RIPRAP AT� EMeANKMENT _s \ � - m I _ - : � F55 � �� � �� SE = NC /� , � oiaNa c. a�acK n , o� 2', � Fssak, y':, Min. D= 2 Ff- SEE;DETAIL 2 � 5 F � y ;� Q �< �"7 ; �'� ( nao..d= i Ft. rype ori„e�- aa,�i a�p aop Q$ = 55//ip/7 +6273 -L- I r�. , f� = �� DB 342��C 1385 � � � � z = SEAL = -� �" 00 �r / � � � - -m: z- SEAL � B= 4 ft. . QuanHiles Included in Ou�le� Pro�ealon for Gulvert -� / �\ �,� _ _ _ _ \ � � �� , ,� � m � i� � =�1'. :0= . . TrPe o{ �����= ei��� e R�a-Rav sTn. is+oo �r a eT _ +azoo -�- PT Sta. 12+9�f.36 � 3 - � � _ . 034371 . _ _ . 030405 . _ +61.00 -L - - Y y I � I � o c �� ;7' : Ui; _ ; FROM L STA. 12-50 TO 13+00 LT I / -- � %Z'�. � ' _ ex anv ;cn wAi..� Po No �= '�� ;I � � � i '^ n � =, 0 �..e�,G � �c ; O � �O; aa.00 ��� +zs.00 _� � �' � t. N � . O iN�� � �,c �iN� �,, � t,; . � s.- �a-oo �r oisTuae w � j � � �� I I N �O; %; C � ' � �, +azoo -�- � ex ww o oF`' aioa �r � -� � __ �� �sNCH _ N � W. DUFF � � � � � 1 - ii� � � 2s� d o b H � _ 0 0�0� /NC. E, o o�n rs� m- �� �� oo Nor � ex anv I I �7 '� � , - , , � - i � ,�oo. .,,,,nn � „oo. E /- � DISTURB WALL- w00D5 THOMAS J. BLACK & TYP� C ��'�� ����- ' 1!] ��. , _�� � � � w000s �,,,, DOCUMENT NOT CONSIDERED FINAL � �� DIANA C. BLACK w � � � �� � �ylFl _ ' � s �� �._ _i i , �I �� I I �� '" `, „ UNLE35 ALL SIGNATURES COMPLETED _ _ � ....._ , � __ DB 3427 PG 1385 _ � aiw _ � � �� � � � � - r � �I . _ . . , i�NG ' - __________�> P .par d �_,-� , � -'..�.iTTi:�-, r ��' _,�_ J'r-r� � �. ��r�- '-..,_.�T� �\ C`-\��" \�'. � I - -_ _ - _ i'. _`- - _ - - _�_ _ - ice of. t � � ,., �... .,. . . �_ , - - - / , ��� . -y . _ :�\ �� „ : j:..� � / - r _ - - ���OF�fRO��ION GR DRAIN AT . „ __ � .....a. a 3� � . r xi . ��3.., o�. ` �� � ' � / • � � STAEII<SOHTO Ill� 75R���� _ ��'� L -. .: ;l ,�- _. ' . SEE DETAIL 4 DRIVE PIPE -` �.�w�, �: e ���h❑ �� .: . - . . . . . � -��- � p' w�ANT _ .r ,. ;.. �'ll'�II / �� �- � aa= � �ve 3z ee 5 � M '_--_ -� � � �Y SI I \ 7 Y� ,'.' _` I ° n /�- SPECIAL LATERAL eASE DITCH I 1��_._._ '_' _ REMOVE � F LT SEE DETAIL 1 I -� -- - - - _ _ _F F ����y SPECIAL STILLWG BASIN - --�� oao�, 24 INCH - 2�� � . i - - - - � �i - - - - -- - - --- - - -7vIIKY TE � �. -- - - - - - - - - - _ o IN VOL. =0 72 CY pip� I I I 0 0 � • � �� � � R PUMPED EFFLUENT I F�F �s� � � T�� ALA�dAN..t Crll'..�N Rt:HI� - - - = rt,+i/JS�h i4C�A� �F�VL -� o, � r', ,� o o \ � �,. � .',: - - ._ - - - - _ _ _ _ _ � : , ____ ___ -_____ _.____ ______ _ _ - _ _- - . _ - - i - - - _ - � - - - _ _ _ -_ _ __ __. ___ _. __ i _ - , /,, ' , . ___ III_ - _ _ _ __ ___ _ _ - - _ -' - _ _ _ - - - - _ - - - - - - - - o - _ _ - - - - _ _ - , L - r _ - - - - - - - - - - _ -- _---�- --------...- _- . _ - -- .'_ F� � � 2 TN CL B RIPRAP -- r . \ZR- ' � � aQa�'� ��� ��`6� �. ♦� ) SY GEOTE%TILE � � � _'�l \ ^�,x �\ .�'' ---_--_-_�/__- Qr-3i,�� rsT F � +56.39 L � \\.. \\\� � /- - F � ��' - . P - � a= 6.a x � EX WW - �,.\ ��� �5� . / I = o.m iw � � .. _ - - _- � � . - _ - _ . � � \\ E� . _ - o�.os� - - -.. . •.i, u ; r„x m � - _ - - -- - _ - , h'L>.k\ �C� � �. , �� �V � � u�a�- eross � \� sm.- iz-za at� -_ -� -_�� AA\ � �1k� . I I. � .. � .i, u, i..w � � i•._ . .. ._..� _ � �� ve- a.a � � i E - i p �� � �' / �'i2�w \ 3 �- ` '- ° q `� - (iF i , � � ' � �-, tm � � +71.00 -L- .- �s ��+�71.35 -L �.' .� / p m JAMES E. FODDRELL & �\ � l�„er- -G,oss CUT CIITCH . ' IN A A F R � " , PR T L D . ODD ELL � END OJEC 38.00 RT 38.00_ BT ��A - _ 5¢E DE1� IL 3 i �� � �N �< 4 P ex ww ex w�r �P \ ��'�, � �ND CULVERT I oe 2sz c aes �� �� �� -L- STA. 14+75.00 �� � ,� ,,, -_ _�. ___ � 'i � � � � � _ , �RIPRAP,AT �BANIChIENT NB NCH - � ,� ST,4 �3 'ZC.�3G� PB 100 PG 92 � � n �_ �„ ��� � '�(� .,, �� -� r��_ . - . � � "� �n - . . � r , rv ����, � -�� � i stf oi na z F^ � WE f - _ _ . _ � - - � u(as � _ �_ .,. ��., _�� - � , _ � �, 1 ) r ,,_ � _ ",s^'� �' - L _ � _ - � , ,, �., _, , � �,. I Q5 3I' y6 RT l P �, �r,_ - BE�IN PROJECT I; I t� � f' N� ~L~ vN � � _- u 57 , N _ I DI$T 4 � .. . - { V5 � 2 fps I-`'-. � � � �C> c�i N�II. � � �f � `.V�, � � � ., ., F52'Oo L 1 �V��ios� -L- STA. 11+50.00 , � i �, i �°o��`"i +io.vo -�- � � W � . _ , i� �`"ef� °YPfi sa a� r i 4� $s i Rre anP�� IMPERVIOUS �X a�RT DETAIL 4 �SEE U� LET TYEt�AL "-'� DIKE l � �jw DETAIL 3 i TOE rRo sEcnoN � y� I CUT DITCH li � W� 36��L I KIPP.A,P , 1�2 r I � Noi io ale� PC Sto. 11+93.28 �� � s�'��_ c�ore�up v! , ��, � ����e, BEGIN CULVERT � �> �I 5 i ` � - � - a/ � � w �'' i o , . . `-F.a�� `�i � GEORGE HARDIE AND - - e / f � pe � o,�« -L- STA. l3 08.6/ _ � o � � ,� . o �or��� �` s I.' - I so� I REBECCA J. HARDIE 1 � � � � �i � 3- sior _ L� � � � � �d F` i` 1� 1 - � � e / �� , �,o��a � p �F�� � DB 6236 PG IIB � O �'���'�'�( ALLOWABLE IMPACTS ZONE 1 I 8M-I � �� �_d � I � � P 17 P B 3 45 ELE V 577.00 � _ MOUNT PLEASANT METHOD15T CHURCH _ d- tFr. � _ - ,� I 20 10 0 20 40 _ _ ,� � Mln. D 1 F. - Geo erti e � I �I DB 2028 PG 600 �1 6 z F. ������ ALL WABLE IMPACT ZONE ' O 5 \ 1 al N �tn �LL a _ _ , B T e of Lner- Closs B Ri Ra - N Y P FR M T 1 1 T 1 i RT � �I - P P O SA. 2i8 O 3 OS . �1 1 . . . .. . �I I � 6.� "I `" -. � FROM L STA, 13+37 TO 14+10 LT I HT DI TAN E. , - A DESIGN EXCEPTION IS REQUIRED FOR VERTIGAL ALIGNMENT AND STOPPING S G S C � ��I i , � � m z '� �, "�� � o ..:. �.�:. _... ...- ... .... .... .... --_ �f---7. . -i- - � -i .i .i .i .ii i i��i� �i. i�i� �i�ii �i� i,i - ... ... _... .... .... ... ... ... .._ i ..i. i.. .ii . . iii i i_ - .. .. .. ._ . . .,i. . ..i�� ii ��i i'. i ii i i ii ' ' ___ ' __ ._ _ . _ , . . . . . . i . '�. �i i i i i i i i i i ��.i ii i i i i ii , , ��i i iill, �� � �T �� � '� '� � '� ' '� '� � '� � � ' '� � � � � - _ .I��-}3-1,�FERGli50N R6AD) - �_ , �, � ' � � � � � '� � � � � � , , '� �� � � � � � � � �� _� . -� -� - � � �� � � � �� � �� �� � � � � _ - - � ' �� � __ � � � � � �� � � �� - � � � � � � � � � �� � �� � � � � � � ��I'� -� � �� ��� � � �� � � � � � � � � � � � � � � � � � � ��I 6O� ___� . . .BEGW. GRADE �' �., �� i �� � i i i i � �ii �ii �ii � i i �ii �ii � i i �ii ii i ii ii ii ii �. i --�_I . - � - - - - - - � � - - - _ i _ i - i i i i i � i � i � i � i i i i i i l :2Q� .. .._ . . ' _ . . . . .BM - L�fiOD NAIL IN 12„ PINE - � � i i .. ... �- - .i-� # - �I.�I � � � � I �I �. �. � -L- $TA 11 t50.0� � � �. � �. -. - - - I : . I � -L- TA. 13+83.35 105.60' RT � - - . - '� - � . i . ... ._. .. S . .. : . .... .. . . ...... �li _..... .._. ...i , ._ � � � i : . . . . . EL= 591.97 . . . : I � BL- STA. 10+50.48 92.14 RT _ _ - �, I- I .... . ...�. ..�. �....�.�. .�� ...�.. .... .... .... EL577.00' .._ .. . .. . . I.� i �\ . .,i . �i i i- i .��.�. ...... . ..... ... .... ..... .... ......... .. . ..... ...�.__ ...� .. ... .. ..... .i �.�.�. � ::�.: iSTATICN::.�. .: i i . ...... .... 597 . _ '�1, _ _', �' _ , _ I �I 597 ., � �I_. t� r�.00 � � ,o . . . �. . . . . . . . . . . . . . . '��i i � -. SKEW - �3= � . . . �. . . � i i _. . _ , ... ���.\ .. ..I ... -�-�L�IG'x�' I - � -_ - ._ II .I ... . .-�_� .�� I I . I :.. � � _. � ._ . ii _. nCB� _ _. i_i ... . . . .. .... .. ... T .. ... �,�\ � � __ ' __ � � � END GRADE - f � __ I \ _ , :,,,,,,,, � � %-L- STA 14 + 75.00 � 1 I i W!, ti' II --- --- -- i _ i 593 � _ . , � EL ssb.bs __ --_ . 593 '---- , � ; ` _- _ - -- - �-w - � , , . , / - -+-a � o � N - � i . i: � ¢ � ¢ ui I ' ______ _ i �o� �or� � � :� '�� � _- i ��� � � � INy ET TYPICAL . . . . . . . : �� �i � C� � I . i i � � i � i _ i . i . . . . . � � � . . � por ro scn� . � Pl - 12+35.00 � . . . - _ _ � . � � ,,I��r �o xio�+f cooKiuc oow 3raea 1 . . . ._. '� . . . . . . . . . . . . . � . . . ' � . . . . . ; . . ; . . . ; . . . . - . . , . . . ; . . . . . � EL = 584.85' i i s� i� = o n � i Pl = l4+10.00 _- ' ' � _ ,_ , _ . � , , �P wa, � � _ �, �, + I I = -- �� , I I � � _ � I cv ;, EL 584.22 � � - i I � '. _ __ 589 _ I '� ti_o ��---- . ----' � vc iso . f , --'--1 -� �, � , , � _ 589 � -�r , i - � _ �_ i � w _� _ VC - l00' - - o�_',�,.��a,�i ''' K /9 � � o i Q i '_ _ - ��� � i = ---.- � ,�,->' ,,� Ii � . _ _ K 24 � � i �'i- _ \ . i _ :_._,7_, � DS >20mph ,, J I i : , , �r � w� 'q" �; � \ ? � � , ------- ' DS = �20mph � , - i Ik� - � _ �, „ � ,` � z � __ I I "f °I �� < � , ; , _ __ __ I . i _ --- _ w � , . �, i k x. .. _� � . i � � „ i i �� W _. . !. � i_ I _ �. as:. ��._. _,_._ .�- � - -J--- . � i - - - - - i. , _ �-�„R 8 - � ...4j . . ..... . . . . . . . . ............ . ..... ..... ..... ......, ...... , � __ .3 - _ I - _ 585 I+ � I I - W�Eo,�,�� �6 ---- _- _ 585 I _ � ,,, I - - s� _ _ --- ,�, _ .� _ ✓ �_ _' 46% i i_I �.- ,.r ry o �-J03600% - - - ---- ------------ - - .78 : __ _� � � o ���.a�.��, T -r- �+�3 o a o;o, ��� � IQ3600% -I h T � �. �. �,T. . .N .. A ' - . .. I T . . . . . . . ` . f- � . . . . . . . . . _. �. . . � �. . . . . . . -li � . ES TO $ CL SS I 23 ON$ . . � . . - - - � _.. �.. i �. � . __. . _. .._. . �.,.. . _ . �.�;_. � . ... ... .... , esT �eorexTr�e as ,�v ,, � �. CULVERT HYDRAULIC DATA �_ � � :, i EST COIR. FIBER MATTING . =1 �.12 SY �- . . . � - l'� i . .'. - . . I .......... AT, CENTERLINt . . . � . � � �- . . . . . . . . , , y � . . . . . . . . . 581 �' � :__: _ _ �__ _- �-_ _ �.,(f -- . I , � -- _ . _ _ , 581 ' ' - DE 3# CYi � �� . . . . _ . 0 . _ D �� I i OF ROAD __ . - _ _ i � DESIGN DISCHARGE 650 CFS . �6 � I ; , ', , � _ i , ; OOa_ , � I � ,_ � _ _ i � i_i_'. i I I �T �_ i DESIGN FREOUENCY - 25 YRS OU LES��TYPIfAL- � I ` � � I � DESIGN HW ELEV lON 578 FT r ------- � __ ` : � i ��� �UPSTREAM � � � BASE DISCHARGEAT = 950/ CFS 577 ' � s� 577 �,„ - � \ _ M.na Ri�'�°ioo°KN� `oow�s.aE M� - �- W J � r � ���� , ; I ,' � ' / EXISTOING : � ' ' __ BASE FREQUENCY = l00 YRS : a 1� `\ � �--� �� i_ a �? i - i p� I � � , BASE HW ELEVATION = 578.82 FT � ' ' ii� i � o`v i J I t, � '' OVERTOPPING DISCHARGE _ 1700 CFS � - u ,,P�L�'� i <,ow � W�-`� ,' � _ ' � :: ,�,-��5- � ' ' e`', _, ,� o "' � ' I' . i '' � ��� ' - - . ; � , � � � � OVERTOPPING FREQUENCY= 500+ YRS a , � � � 573 -- - -�---`� «�Eo,��E � ' �--� "'-u- � � o � �___' -__� � , . . � � � � --- = 573 - xE N,a, �, rcfYIN '_ i v� � ' � o� � ' OVERTOPPING ELEVATION 584.4 FT � _. e il � �� e� � � �=��� _ � o u r I � _ K � p = , _ �_ _'�i � i EST TONs �nss i_ a toNs � I ? � I I � rn W ��, ,� � � RIGHT DITCH �cn �_ ._� � . .EST GEOTEX7ILE 67 5Y i .. .. . I .� . . .. . . ._ . . . . . . ________ .. . , . .. .. . -di_' S69 ' EST: COIR PIBER.MATTING .,.I 26 SY � . . _.. ,i -- i_ i - ' - ' -._-• . ! . � . . i � � � i Q j - . . . � . i . . i ___- - _ ___--_- _ -- - _-- . . . .. �. . � �. �. �. �. 569 . .--.-. _-_. I ._ . . . .��- . ' ,- i i rr a _ , poe aa rvI __ - - -r- -- aj _ ---- Q j -�-�-�-- -.- �-- - T- .�-- --- LEFT DITCH o .NOTE B/CKFILLTO TpP.OF SILLS.WAJATNE MATERIAL . . . . .. . . . . . . . . .. . . . . . ... . . . . . . . . . . . . . . �'=i SEE NOTE UNDER ADDITIONkL INFORMATION � & � COMPUTATI�NS � . . . . . . . . . . . .. . � � . . . . . . . � � . . . W . . . � . . . . . . .. . �. � �. . . . . . . . . . . . . . . . . . . �. . . . . . . . a�_ __ _._. . ... ... .... ... . . . . .. . . .. . .... . . . . . . .. .. . . . . .. . . . . .. . . . . . . . . . ... ... ..... Q�� 11 12 13 14 15 16 '�JD STOPPING SIGf