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HomeMy WebLinkAbout20171370 Ver 1_Build Maps_20171027 (3)•� See Sheet � A For I ndex of Sheets See Sheet � B For Conventi onal Symbols DENOTES OFF-S/TE DETOUR —L— P�C STA.14 + 10.00 BEGI11 t S TA TE TIP PR OJECT 8-5130 THIS PROJECT IS WITHI11l THE MU11lICIPAL BOUNDARIES OF THE CITY OF RALEIGH. CLEARI11tG 01V THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. � 0 � � � � 0 � ��°��� �' '�' � � �' ������� J�� �������������� l�� `�%� ������`�T �� ' ' �I 1� ��� �-�- ����1�� � LOCATI0111: BRIDGE 1110. 318 OT�ER LAKE J�H1�S01� 011t SR 1321 (A VE1�tT FERRY R�AD) TYPE OF WORI�: GRADI11tG, PA VI1�G, DRAI11tAGE, RETAI1�I11tG WALLS A11tD STR UCTURE g1�D G G � l� A� , 3� � SR S op�l Z GRAPHIC SCAL�S DESIG11t DATA PROJECT LEI�GTH PrePared in the office ot-: HYDRAULICS E111GI11�EER SUNGATE DESIGN GROUP, P.A. �� �n Stantec 50 25 0 50 l00 �`DT 2017 = 7543 - ��o�p ADT 2 0 3 7 — 113 9 3 915 JONES FRANKLIN ROAD Stantec ConsWting Services Inc. Q �/ n RALEIGH, NORTH CAROLINA 27606 � l� 801 Jones Franklin Road Suite 300 a TEL(919)859-2243 FAX(919)859-6258 � n Q ENG FIRM LICENSE NO. C-890 Raleigh, NC 27606 0� U� P LAN S K= 11 �/o L E N GT H O F ROADWAY T I P P ROJ E CT B-513 0 = 0. 3 4 8 M I L E S Tel. (919) 851-6866 Fax (919) 851-7024 www.stantec com License No F-0672 P.E. � �� D= 70 �o LENGTH OF STRUCTURE TIP PROJECT 6-5130 = 0.019 MILES .for the 1ltorth Carolina Department of Transportation o a SIGNATURE: �a � �J � 2�J � J� � � 0 � T — 3 % * 2012 STANDARD SPECIFICATIONS STAIVTEC COlYTACT � o V= 40 MPH TOTAL LENGTH TIP PROJECT B-5130 = 0.367 MILES RIGHT OF WAY DATE: STEVE SMALLWOOD PE ROADWAY DESIG11l 0 L E I Z * � 0 PROJECT ENGINEER E111GI11lEER ��� Q�Q PROFI (HOR ONTAL) (TTST = 1/o DUAL 2/o� JANUARY 25, 2017 %� o� ��p��Qo 10 5 0 10 2 0 F U N C C LASS = U RBAN LETTING DATE: NCDOT CONTACT. COLLECTOR STATEWIDE TIER MAY 15, 2018 BRENDA MOORE, PE P.E. PROFILE (VERTICAL) SIGNATURE: Z �o ���� _ z�� a � �o o� TYPE `=�T�T I ON N�S�TH F�1 �T F�nT 1�� ���� o�� i������� o� ������; 2���,�;���, J o����=��_, PC 1 1� �5 0 87 7"? 1 126 0���4E�4 2������?4f� o�528 PT 1 1��7 0 1� 731 187 0 21 ��J 2�i83�31 � 1 1�F �C 12 � 4� o�3 7:� 12 �(� 0 5834 2�83�25 0 454� PT 17+E�o `=11 73175�� 41�� 2�8��130 71� 1 P� 1`=� � 4� 0 2� i:� 1�2�� a�8F�7 2��3�28 0 24�� � PT �1�2`=io4� 7"�21(�Go 1(�-=} ��r;�;�i?rl�>7��4 P� �'2 � 7�J o r�6 7 �22 35 0:�4 =; �= �,—�g4ID42 0 414� PT c�� � 74 0'=iE; 7 �245� o c4— 7,=' ?�842��f . 7�4 � PC ��i%� � 2� o F=.� :� �2F_�F �� 0 7F���4 �'I;=��4E�42 0 2222 F'T �' � 1'= o i;�� 1 7='2`=i��3 �'=i 1_' 1 ��n47�=i � o�=i�=i� L F�i=iT ;4�f-;=�� �i� %_' ���54a ���4- -i_i�4;��;�1=1� �� 14 ��RWY� T,r,� I_ `��THT T i_!I'�� f�JUF�'TH EH`_; I PUT 1���� o�� 73262� o �47� 2�i =�44�2 0 47�� PC 1�.2�o5q 732F22�7777 2��447���1�� PT �. �'� �2 a 5�� 7;�26�5 0�;7'��� ,='�1�44�=�4 0�i�e� ]. 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S� ,S \ ��5i.. /�� c;s� ,- ��\ �.. ...� S\ �S� �j5 ,-'��-' B � - 5 �—'���'�// � ,-�'�-�'� 1 � /� �/ � � � / �i' � � / / / /� //� j��� � �� � � � � � � � � � � � � , � � � � � /,i/�i��\ � , \ //�i/�i �J � i � � � � � F ������i_ i ��� PL I f'�,I I DE`��i� � NORTH EHS I E�EV �`=�T�T I Of�,l UFF��ET ---------------------------------------------------------------------------------------- 1 e�1;�-1 �=�1 �1��0 -�?i� z�����;��i o-;�i�i�� ��i o�-; 1�-��`1��=� ��o�,��; �T I._� IJ L � � J 1 CJ `t ,.J o VJ � 1�� L VJ V J Cl L� o�� J� J.� I� o V`t ��+.� � o'fi � �7 v.J .J I\ I c_� C�-�� 732157 0 5�5 � 2�83� % 1 0 714C� 34�� 0 43 21 � G`� 0 31 28 �_'`=� �T 7 E� - 7 7�24�� 1 � F���75 2�84 1�2 � 1 �= 2V� �5� � 7� 2� + 2� � 8U'i ;1 0 14 I_ i i � —i �� ' � �=� ] T 7 � C' i i L; `� � � � i� ''� � � _ �L -`�=� 7:;c.��, � 0 104 � 2�,�54546 0�,�_���� �J2 0 �� 2�� + 1_ o�� % 2� 0 2 � RT �j B� -`�� 7:j28�i 1 0�i 12�?� 2�i8474=� ��' �2�i 364 0� 1 J 1���10 �7 2� o`=i4 � T 1 Qi B� - 1� 73 =� 1��� �:�712 2�8482 � o=)�4�J :_�78 �`�2 OI��T� I DF PRO JE�-:T � I f��l I T'=� 1 1 �I_ -�1 1 7=�3��4 0 �488 2�851 �'7 0 545� 36 � �`��� OUT��� I DF PRO JECT L I M I T'=, 12 F3� - 1� 7337� 1 0"i 445 2� �54'=�� o���� 3� 1 0 6� OUT � I DE P�0 ��EC T � I M I T`-� - B51 3� -:; 7�;3`�3.3 0 221 � 2�; ;577�%� � r;�2�7� 4G�%� � 3�-� niJTS I DF PRn �iE�:- T I I ��1 I T- -� E' �, I � �i - 4 � - =� '- , ,, _� i,-7 ` i% i _: �=, �� _ � i ' ? iu-'i - =i =� � , ;-, i=i �_� I - I D � I= R i=� 1 E C T � I �11 I - �M L E��vRTzoN = �+�20���' �� 7��%��i E �����2J I_ STaTI�iN 1���i� � 14����=�,G�� E DIST 243' EM �JRIL II�.I 16" POP�aR BENCHMRRK DATR EM2 E�EVa��� I i_�N =�51 a 27' N 7 �2137 C 2�� �`=1� �'i L ST�1T I ON 21 � 46 �li� I_E�T �M N� I� I N L I GHT P01 E f���`=,1 ) x X v� Y. .t a'A v M x e<[ r� k t� z t X r k� Y� :k ,k * Y- x e Y. x.K 1 x m. A C�M 3 E�FV�TION s�,�a �4' � 7�;?��J� � l� —; � � / � sTATl���� �1�%1��� N 21°21'h" E DI'�T ��'740 ;4' B M N U?� i I�.! ? ILi " P I f�l E B�-6 JS 1 JS_ `�S �_ __----__ \' N. — — ----_ �� � — � \ lS J$ �� \ _L_ _�5_ ; �� , � B � - 7 ,S\��\ y�s �S � � � I � ,� �\ � �L � � � s �' S \ \ rlf'?� c1'. �\ � �J � ��\S \\ \ \, �� ,��\ \ \\ � ���r�s �� �� \ LAI�E JOH11tS01� DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "B5130-1" WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF NORTHING: 731510.321(ft) EASTING: 2083881.377(ft) ELEVATION: 361.43(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.99989846 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "B5130-1 " TO —L— STAT I ON 14+10. 00 I S S 14°04'53.4" E 114.92' ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 GEOID 03 NOTE: DRAWING NOT TO SCALE � 1����% o i�i� 3� o�i�"� i� 1�;�Vi o�,�4'=� �i�8 ;� ��� o�V�=��� � 1?� G� o`_� 1 —��, o�� 731763 0 1�� 1 2�8:��5,� o`=11 �;7 � 1`= T�i� o�� —��� o�� 7� 17�� 10 ��6E 2��338�� 1 0 4�s4 � L � 1 T 2`—� 0 46 ����-, ��� %:�2�84 0 5522 2�84�i2� 0 4�� 1 l � -' %%G� o��F; ���� o i�i� 7-�22 1 i� � 7� � F_ ���4�'�j 1 o F i;��-��_ _ -�� + 74 0`)�� ���� o ID(_/1 i�24�C' ���q Gr� �GJ`�q 2%F; o`=1?G 1 _ 2�� � 5� o i7Ji� —"��' 0 1� 7:�L�?�i � 1 Rr, _� ����4�G� 0 4? _;� L �=���iV�o i;%���'� 55� ���i� -, _:��,; o�24� Li�l���';_ ��L'=��i R��iW MHRI�ER Ci-il�Ji-;�'ETE ��il—� �:_�R�;�,l I TE — E �� I GN `�� I�iT I i�I�J OFF`=�ET NC!RTH N`JT � 1 4+r�o �zi�� ���o ��� 7=�14�1 o n��� ��,,�_, ;��F 1�4_;4 ! � � 1 4 � r �10 �i i� — ; f� a i�i i�i ; _� 1 4 4 ? o �� ( ; �� 1 ,� �i �' � � ? i:-, � "I �'�'�i � 1=1 � � f� 0 2ii�, — 5r, o iZii7� 7 � 1446 ��47 = ��`� ����,1 0�:��-i�; � 1(�� + �� o �i�:%� �5 0 �i� 7 ;' 15u7 0 �74`�, �i��:;`�`=�G_l o �71 1 � 17 +(��`� o�i 1 ;-;� o�iili �- 175� ��64 1 �i��' 3—j7�� 0 47`=i 1 � ]. �� ��� o i;'ii�i —�5 0=�� % � 17�� 1 0 41 ��:_ �i��83��8� ��—j��E=;1 � 1�=i + 4i� 0 2� �5 0«� 7� 1�=�2 � o����3�=� 2i/����;�=� �� o�4�,_� � 27 � 75 0��i — 6� o�� 7���F`��7 0 13�)3 %�1t;43�7 0 7774 � 2�j ��� o�� 41 o F� 7�?�F�10 5��>4 2�84��F> 0 1 �6F _ �`=j + 1 ? � (7i;� — 7� o (%i�-� � ;�67 � o `4 1 ? ��7i;�;45 1 1 , 84F-;7 � :�1 + ��a �� — �5� �i� 7�2771 � Zi884 ��i846�7� �317 L .� J + � !C., o �� �,� — 1 � o �L I I� � , � i �j �' Cl I �I ��! �i �j � V � �;:�� `t � `t � o � � �j 1 � ��+ 5� o l%'iv� — �� o i�C� 7`�r�-1=? 0 14��'� ���477ii� 0 5i�2 � \ \ \ \ \ \ �G 0�.� �s �\\ \ � �\ � �� � �" �Y BL-8'S�� � . � ,I \ � � ��� � � ` �� �\ NOTES: -L- POT STA. 33 + 50.00 E1�D STATE TIP PR�JECT 8-5130 BM 3 � � �� B � ���s%' �B�-10 `T B�-9 -'� -'- �-- _ � G�p��— � 1 �Y� L\ ��� ��� � ��-- � --� i �—� � ,- ----.—� NCDOT GPS STATION B5130-3 NCDOT GPS STATION B5130-4 1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING NCDOT PROJECT CONTROL DATA AT: HTTPS://CONNECT.NCDOT. GOV/RESO URCES./LOCATION/ THE FILES TO BE FO UND ARE AS FOLLOWS: B5130_ls_control. txt SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT.IF FURTHER INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT. O INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL BY THE NCDOT LOCATION AND SURVEYS UNIT. PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM. � � � / / I % � i i I� FROM STA. 14 + 12 TO STA. 14 + 60 -L- RT � \ iIN �_�, STA 15 + 00 TO STA 19 + 79 -L- RT -'1 ,, � � � � ' �, I �� �,1 2 DETAIL 4 SPECIAL CUT BASE DITCH ( Not to Scale) Natural 1 �� Front Ground 2•) p ��d�<et Slope d Ditch Geotextile B Min. D=2.0 Ft. Max. d = 2.0 Ft. B = 2.0 Ft. e of Liner= Class I Rip-Rap FROM STA. 14 + 60 TO STA. 16 + 77.5 -L- RT N �� ����� o,� � � i�� NSRS =' � '���� � g3 � �N �� ��� OBY2082RPG�531 GRI � _ OB 2229/ PG 1779 j�C OB 2739 PG 63l S� - i , � � � - �� � , �-�' __� _ � - `� r : ,_�. � - - , � - , _ _ S� '� � , _ � ..J ._ - lJ, ..''�� � ,�.r- ., � � �� � J S, i �� . � ;' ` '�/,� �- " , � '-�', -- ' �,�" � � � 1 �� ✓� -L- P C STA. 14 + 10.00 �='��' � / �s�` ' '`� �-`�� foo.00 � � r ,,� , , �`' , �, ,I EXIST. R/W &' � , , 55.00� �r. BEGIN STATE TIP PROJECT 6-5130 ��� `���� ��������-`� ��� ��� �� � �� � �''' _=�-_=� � % � , 55.00 LT. CHRISTOPHER T.MITCHELL �� ��_�� � ����� ��� �'��� ������ -_ CL I RIPRAP OB 15326 PG 1485 ' ' '�;-r� 1, , `-� �, ,�, _ PB /959 PG l55 � �`� � ~ -� �t^ � } - - - - - EST 7 TONS � '�_ ;� � J ' ` , J HM 00/ PG 50 - ' `''� '"-� '� '��1 f`Y S EST 15 SY GF � , R �_y _ ,-� �-`� +80.00 -L- + 0403 � ,- - , = , = �A ��-�=�; � �, , ��✓S �S ,4�� 42.00' LT 55 00' LT. & � � , � �� - � . ��� � �' EX. R/W � i . ,�' `� �- -, ��' _;- � �' - = y � �� _ _,� \ ° � ,., � � % � � �' � � Sf �� - _ �- � ✓S� �%� F�� '�= � , ,; _ � , ,,�� r - MULTI-USE PATH ' '�� � / � , , �-_ _� � �- ' � W/PERVIOUS PAVEMENT Bl --�- '� , � /�� � , � "� ISTA 15 + 00 TO STA 19 + 79 -L- RT � � 1 : -- ; � I - _ �ti'_ �_��-'':- g2 � ' � , , ,, , � � _ �� 2 �-- _ _ , , �� � . , , ., - ' v � _ � �_ _ , - �-t�, , �- , _ , - ; �� � c�� � z � � � _ >�� __ � _� � � � " , �� � � � , �, �_ . W D 1 � r � � � �� � �� 35 � _ �' � J Q -SHOULDER BUMP OUT FOR PROPOSE LIGHT POLE a � � �-i I � I� J . -iJ L _ �` / �, / c , - . � , � , , , -, , , �� ���� '� � , / / � DETAIL 2 SPECIAL CUT BASE DITCH ( Not to Scale) Natural 1 0� Front Ground ?. 3�' ;e� Ditch � D �C\a� Slope � Min. D=2.0 Ft. B=2.0 Ft. =ROM STA. 16 + 77.5 TO STA. 17 + 69 -L- RT ��� ' / , � ._ , ;_, - � ���53, �p:� N� � „ � -- �� � �� , ��,� _ 40 , � i r,� � � � � - � � ' - + 59.65 -L- `� � � � � ��� �n ��' ��, � ���- r_� � 53.00' LT +59.73 -L- � �'' - �� o�� � � � - ' � � � �� �� � � i v_ "�� ',,, � W�J��� _ . � - _ �. � - � r� / � �, , , � � Y � � � � 42.00 LT i = , � � p „_� � ,�rti , � 'r � � � � ;�� � ` -�;� , �� + 40.07 -L- Q � ����� � � - �o � � � � � � � �, �` � �� � � N � �°���•�, � `� _�j 53.00' LT � _ � ;- 'o - �' � � � _ � � _ `�r� "�"' %' �` j � 0� p ' ' ``� � / i , , _ , ; _- , � �, � �- �� � � � �' � = � ' � "� � � � , + 40.05 -L- Qv -,_<_ J,� �5� / � _ ` �_ _ �� >--��� -,-�- � � EXIST R�W , ,�%� - � �° (��� � �r� � .��j�G � ,� �, � � _ • � _ _ ,G , ;_ ; � f_ � �` �-' � - _ � � - � ,� -, �` � �0.00 , - - � � ti- � � � , '� - � �� � _ _ � �= , „ � �� � -� 5.00' R `� ' -�vE E -L - r ��N �-� _� �� � , I ISl-D - iNi l(�� �/ � r, �� � PROPOSED 10 �j/ _ � .. ' i '-�L�TF���NM �� - � � � '`-�- ' ��� , �� e ����� �� ," � -_, MULTI-USE PATH � � - - -� , I i �r� -. /,- _ _ _ � - - � _ _. - , �' , �• ��'_, . � - � � � , _' �_, � KAREN RUSSELL ' - � - - =- � ; - � � - _ � � i ��-�-,_ _ _ � �� , DB 12497 PG 49 r '�' �z �{ � h� 0401 � � �� ` '� �-, 6�00� o:� �� 1- i�l -� - EV �51a �' r;p�i f���1 �,II i�i I- ���'�'i E I i irI f25.00 XlS . R/W r 60.00' LT. ��n, 20' � TYF �_�_ . 15', :� � � `' T ,. _ -� - ___ i f � _�- _ _ --= _ �� - r r�=� _ � -' 1 = - - � - � � , i - - - - _ �_� - � _ , , � 8� ' -- _ � �G �' 'i�' „- 2 , �j�_ '� - �. i _ _ - �_ �' � , � - � � � ;' - _ e- �_-�� _ _ - - � - -- - _, , ��- ti�,� _ - - � � _,-.; � � �vE _ �� �, � "x - �V� � � PB 1959 PG l54 � � Q : � 3 � i �i� �� - _ - �- _ �= _� � � . � , , r. � � , ; , - - , � l,. � I� � , <��� , r. '-�j � � � �-i / k-. �^ f� r� 1 . , h � � �� : �/ / . ' ` ; � \ � I If 1 � % PB 1959 PG l56 ' I' ,r �o " , ���- �� •� , 3 •�n � � _ HM 00/ PG 50 - � - � " � � • _ - _ _ �� �� � - � � - - i ' �,� c�� ='� �s � � EXIST.R/W '� ' -_ p,PE� ` �'�, � _ -L- POT Sto. l0� �.�0 � �oNc % �� ; � �0� . ����' z� BasE �iTCH �� � ` � `�-, _ �,� �� e.,. i � � r� � / � - , _ - � � � ' �USE �, �- � ' � � ,"� = W/CL I RIPRAP „ , ' - � WFLL - � �-- ,. � �,�, � � � � Hn � �% o ��p ' �� �� � `%'� EST 40 TONS � , � �� , -- - MULTI-USE PATH � -� � � , , % ' ���� �- EST 72 SY GF ' , : , � , � � - W/PERVIOUS PAVEMENT N���,� � �`�%��S -�� � ��s ,i SEE DETAIL 3 � � - _ � � `� � +3G � �i � s�� � � - SEE DETAIL 1 � ',� '' � ' �/ �no3"�' � -a , �'� � ) A _ � �"`^ . � `� - Y \FV�'' � �� � _ � � � �� � � � �_ `� � `� � �� F,F � � � � _ � � � � -�- � + 3 a _ � �� �- -' ` � � _ �' �, - � � �DO RBT �` ' -- 80.6 ' R . � � - , �, � � - _ , � ; - � ��� ;�� � � r ; ` � '. � �- � � r,;.l - ; � , - _ ��� ry � �� �� �- 55.00 ,r , ,� � ` �` � � � ' � � - � "R . + � T 0. ��'�� � ��v� ��_ �� _, � ��` w � ,��� ' � - .��� f� _ ' , _ � :� . ,� � oN � � �� , : , ��` ` BEGIN C STRUCTION � � �-� � ����� � � � � ���� � _ � ; _� ; � � � � ��� � �� � �:_ �� �� � / SPECIAL 2' BASE CUT DITCH . � '�-, � '' ' 9 �` � ������� -`� = � - -L- STA. 13 �,+ 40. 00 - _ _ ,�:-�, �� W��� � R�P�,P ,- � �_ � � �� �`� ,� � ' �� ' , �j , - .� • - � - � EST 248 TONS T � `�' ' - � o �� � � � , . - � � � � � S E E D ET I�L 4 � ����`� �� � ; � � � ,-, _ � �_�' � �� ����� � � � � �,rti-,� �� 4" �PERFORATED HDPE q �`' � � � � � � - � ' W/CONC PADS STD 816 ; � _ � ��� �- � .o�� C ��� � , -/ --�. �'� �;, , �: ; �_ �,�, / - S ACE�EV20Y 19+69 -L- RT � _, r '`j' � \ ��t '�-� rS� � -./ ,=� -,�� � � ° ; �� , ,. . -L / l� SfO. l2 �40.9.3 � ' - � � � i/ � , `�. �-, � � � ,-r� � � � � � � ,\ `$; -�,� ,��� � j/� � ,� � � I � _ _ �i J` L PT Sto. �� +97.�9 / -L- STA 21 + 52.81 -L- STA 22 + 55.19 �5� � � �, r� s� �_ ;'� -�" �� ��P�) � � i � � � �l � � � BEGIN BRIDGE END BRIDGE '' � � � ��� �t��' �� � / M� W� � ;�5 ��+y e43 �-� � i -- � ��� ,�E �:�� +_��; 1� ���,0� �� � '�� - -L- STA 21+28.81 -L- STA 22�-79.19 i" � � � � ' � � �"'��� � � ' � � ' � � -L - PC SfO. �I f,3 'J�.S7 � � �� ` ' � BEGIN APPROACH SLAB BEGIN APPROACH SLA , �� � P� � � N � , �� �,-,� i � � � � �� 5/, _�„ � / �� y � "'�`� � I' l �� OUT T O OUT _ .� �\\ ; �, ;� ��� �_� � ��f coNc � Cr � ��'� � TYPE III � i� � TYPE III .1� � � �-� �p ��%� MON �� � � J - V ,� � / ,J/Q�_ � �� � �� - i � � ; �' � � � � �, j ��/ ] �� �, � � i � � � �"-3'/ �� 1- - �� �� � CITY OF RALEIGH I � � � - � � ': � �' DB 4283 PG ll7 � � �'��� '�' ' � i� % / � � � I ,S`� j � ' , / � ; - - � � � - - n� � , � �-� ' � �� � � �"s� � � �� � � 3 �.9�� � ,� � ��: ., _, � ��� � _- ,� , =; � f � N� 26° 34 54.9" E'= - TYPE III �I � TYPE III 36'-5" CLEAR ROADWAY SKETCH SHOWING ROADWAY I N RE LATI O N TO STRU CTU RE -L - PT Sto. l7 +69.9/ SPECIAL 2' BASE CUT DITCH SEE DETAIL 2 0 :- Stantec Stantec Consulting Services Inc. 801 Jones Franklin Road Suite 300 Raleigh, NC 27606 Tel. (919) 851-6866 Fax. (919) 851-7024 www.stantec.com License No. F-0672 SUNGATE DESIGN GROUP, P.A. 915 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 TEL (919) 859-2243 FAX (919) 859-6258 ENG FIRM LICENSE NO. C-S90 , ,, L ,i,,,�v -�Pr _F_I-'� �- EXISTING BRIDGE TO BE REMOVED i���;,_ <�.� 34154 END RETAINING WALL STA. 21 + 55.46 , 35.0' RT. END CHAIN LINK FENCE STA. 21 + 54.00 , 30.2' RT. 3 ` . � �,A � _ , , � ��� ` f5 3 �._� � 7. ' i +29.46 � �, �`� 40. 0' . � ; �' BEGIN RETAINWG WALL �I STA. 22 + 52.04 35.0' RT. � BEGIN CHAIN LINK FENCE � PROPOSED -- STA. 22+54.00 , 30.2' RT. RETAINING - WALL ��� -L - PT Sta. 2/ +29.46 - BEG. RETAINING WALL � 35.0' RT. � BEG. CHAIN ' LINK FENCE 34.0' RT. I_ � STA. 19 + 79.00 ' � '; -L - PC Sta. l9 +40.2C�i , �� � � ` � CITY OF RALEIGH I' DB 2082 PG 53/ � DB 2225 PG 479 DB 2291 PG l77 � DB 2739 PG 63/ � % � -L - Pl Sto l5 +06.44 p = /2° 20' 13.7" �RT l D = 2° l9' S6.1" L = 528.98' T = 265.52' R = 2,456.67' RO = SEE PLANS e = EXIST. DETAIL 5 TOE PROTECTION ( Noi to Scale) Retaining Natural b b Wall Ground 2:, b=2.0 Ft. � Geotextile Type of Liner= Class 'B' Rip-Rap �ROM STA. 19 + 85 TO STA. 20 + 50 -L- RT -L - Pl Sto 20 +35.98 � = 2/° 4/' 14.3" (RT ) D = ll° 27' 33.0" L = 189.26' T = 95.77' R = 500.00' RO = 80.0' e = 0.04 TOE PROTECTION EST 30 TONS EST 85 SY GF SEE DETAIL 5 PROJECT REFERENCE NO. B -5/30 ILW SHEET NO. ROADWAY DESIGN ENGINEER DOCUMENT NOT UNLESS ALL SIGN CLASS II RIPRAP 60.00' LT. SHEET NO. 4 HYDRAULICS ENGINEER ISIDERED FINAL RES COMPLETED GRADE TO DRAIN STA 22 + 50 - 26 + 00 -L- LT , SHOULDER BUMP OUT FOR PROPOSED tO,� -�-��-`�� � LIGHT POLE v, - ��- ��- - _ -_ _ - _� D'� - � � � �� � N _ _ -_ _ y , _ . , __1 _ Q „_,_ y - � -- � - . - _ =�-_ - _- - �� , � ,� �j � �` _, , � v ��:/ � � 20' ,� � Z�� TYP � (7 PROPOSED � RETAINING r , WALL PROPOSED �V +7 . 6 CHAIN LINK 0. 0' RT. FENCE � -L - PC Sto. 22 +70.56 � -'��/� � 'r=ih'l� _��-����i -L - Pl Sto 24+27.64 0= 34° 52' S4.5" f RT l D = ll° 27' 33.0" L = 304.40' T = 157.08' R = 500.00' RO = 80.0' e = 0.04 � �� DEIV OT ES PAV EMEIV T OBLIT ERAT l0/V �OR -L - PROFlLE9 SEE SHEET 6 SEE SHEET S S-1 T HRU S- o �OR ST RUCT URE PLAIUS PROPOSED RETAINING WALL -L - PT Sto. 25 +74.96 � ,._� � � . > , ,- 0 V"J � CITY OF RALEI�H DB 2082 PG 53/ DB 2225 PG 479 DB 229/ PG l77 OB 2739 PG 63/ I , ��, -� - Pl Sta 24 +27.64 ! � = 34" 52' S4.5° �RT ) D = ll` 27' 33.0" L = 304.40' T = 157.08' R = 500.00' RO = 80.0' e = 0.04 -L - Pl Sta 3/ +83.47 0= 56° 59' 19.8" ILTJ D = l9° 05' S4.9„ L = 298.39' T = 162.85' R = 300000' RO = 100.0' e = 0.04 -GRWY - Pl Sto l0 +28.19 0 = 34" 25' 25.0" �LT ) D = 38/° 58' 18.7" L = 9.0/' T = 4.65' R = 15.00' DETAIL 6 LATERAL BASE DITCH ( Not to Scale) �Natural Fill Ground ?'J p �,•.� 1'7Ft. $lope d GEOTEXTILE g Min. D =1.0 Ft. Max. d = 1.5 Ft. 'When B is < 6.0' 6=2.0 Ft. Type of Liner= Class 'B' Rip-Rap b=5.0 Ft. yr% FROM STA. 27+45 TO STA.28+16 -L- LT � LAT 2' BASE DITCH W/CL B RIPRAP �EST 40 TONS EST 108 SY GF SEE DETAIL b f,.!i H GRADE TO DRAIN ��:� � STA 22+50 - 26+00 -L- LT �,�� t,, L � �';, :'.#'� �1 1 � ��� DAYLIGHT " � � ��d � , � � � �� ,, TOE PROTECTION ; �� � -� � ' � - ;� EST 28 TONS -�; , � � � CL B RIPRAP EST 3 TONS EST 10 SY GF �� � �_ ���� -Gf?WY - Pl Sto l2 +3/.74 0= 8/° 55' 46.9" �RT I D = 38/` 58' 18.7" L = 2/.45' T = 13.02' R = 15000' DETAIL 7 TOE PROTECTION ( Not to Scale) o�e� F� Natural ���°\�S�°�e Ground b � �d d = 2.0 Ft. b = 2.0 Ft. Geotextile Type of Liner= Class 'B' Rip-Rap 'ROM STA. 27+40 TO STA. 28+00 -L- LT ,�o -GRWY - Pl Sto l3 +25.27 �= 88° 38' 19.4" lLT) D = 38l° 58' 18.7" L = 23.2/' T = 14.65' R = 15.00' -GRWY - Pl Sta l3 +72.25 p = l29° 47' 27.8" (RT D = 3/8` l8' 35.6" L = 40.78' T = 38.42' R = 18.00' ' 20�� � i�/ NSRS g3/ �N P� �RI� N� :- `��. Stantec Stantec Consulting Services Inc. 801 Jones Franklin Road Suite 300 Raleigh, NC 27606 Tel. (919) 851-6866 Fax. (919) 851-7024 www.stantec.com License No. F-0672 SUNGATE DESIGN GROUP, P.A. 915 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 TEL (919) 859-2243 FAX (919) 859-6258 ENG FIRM LICENSE NO. C-S90 ,���c_ =�� EST 78 SY GF �1 � � ° \' , � , � � `� � �- BEGIN -GRWY - ��, � � � �SEE C� 7 ��� �1� . � ' � � `� -GRWY - POT Sta. l0 +00.00 � � ���XIST. R/W �� 1 �', ��� �� ��` � ���� ' / � r� � ��� � �1 �� S 89° 49' S2J" E , , �� ,��'� , , � � � ��� , _ ��`�' , . ,_ - � µ �� � �l, ', � � ��' ,-GRWY - PC Sto. /0 +23.54 ,°�',� � � l � , � ,.� ��; ,, � � � � i o � �� � �W- ,�r � � �, � � o �� , � � k �� , � �, ��GRWY - PT Sta. l0 +32.56 � �� �, � ��� � �' ��� � �� � � 0 ��� �� " r,, � -:r�i�i �, � z � � � � _ � 4 �� � � -� ���_� _ - �t���� r II�-� m �� 1N�/ ��ENIERLIIVE iiF � / �� l I .�EN HOEV� 4��, � �� \,\ r� /�/; _4 ��L - � - � ���- ,,,i '�` 1 �-��� �A�,�MEr�r - 0- 1293/PG,l73d' '> ``' � � � E �� f° ; � _ �No wi�rH sPtaF�E�� �� � ` � $ l99/ �PG� ��02 � t��`�'`� � � �� , � , � rv . . � J -��` �E ��{�I Fl, �I `� / � ,� _'� �., -� '�� �� ,�_ ��-- _ - -�� � � - ClT �F RALEIGH FILE �� s� ��� .� � - -- _ _ , , � -, ; , _, - - � � � � ��- �_ _ ' ' ' r, - - _ �`_ _ � �_ �� � �_ � Y F��i` 2/3 �r�,;� `� � �� �-'� / � � - � � - - _ � ��,� - _ '�t � , � � � `, , � ; � _ � � � � � BUMP OUT FOR PROPOSED POWER POLE ,,, � i?�_�� � � � ��� PROPOSED 't� ��� ' CHAIN LINK , ���Eti � ; �C FENCE `�_�� � �, T�,,1 \ 7 ,�� �� , , �� ,,\ ,.; PROPOSED 10' MULTI-USE PATH � \�\ � -,,� _ `` , . � � �: ��' .. � � �_ �� - -v` - �- �- � -__ � � � � �'- _ - - \ �,,�i A��,�� - ��'_`�!-��a -,;� ,��� ���E ;��� -- i - �\ �,� �� � ..�.��� � _ ` a r ( � I ry^ ' J 1-_tv � . \ �� � / 1 ` � � � `/ �. 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SHEET NO. r � � B -5/30 6 .� _ _ _ _ �- � � _- �_ _ � � � �---- � _ Stantec \ __ ' �� ''' � --' � ' ' � � PIPE HYDRAUUC DAT A � ST RUCT URE HYDRAULIC DAT A ��i �_ _ � �_ � � �_ _� ___ ROAOWAY oES,�N HYDRAULICS I� I I_ I I I I J_ _I I_ I_l 1_L_I I_ _�. 24 RCP-lV Sf�o �7f04 -L- � � � � � I �� �I �� �I StantecConsultingServiceslna ENGINEER ENGINEER . _._ DESIGN DISCHARGE = 4050 CFS . _$o' �°�es F�ank''n R°ad Suite 300 DRAINAGE AREA = 703 AC � - '� '� '�� Ra�e�gn, NC 27606 DESIGN FREQUENCY = 25 YRS DESIGN FREQUENCY 25 YRS � � DESIGN HW ELEVATION 347vU FT �� I� � Tel. (919) 851-6866 Fax. (919) 851-7024 - I J —+_ www.stantec.com DESIGN DISCHARGE _ l5 CFS ' � — � � � -�� � �� - � � ; - �- � , License No. F-0672 BASE DISCHARGE = 6020 CFS ' ' DESIGN HW ELEVAT lON = 352032 FT BASE FREQUENCY = l00 YRS T BM 2 , I ', '� oocunnENT NOT ONSIDERED FINAL l00 YEAR DISCHARGE - l7 CFS � - ELEV - 35I.27 �� � � �.- SUNGATE DESIGN GROUP� P.A� UNLESS ALL SIGN URES COMPLETED BASE HW ELEVATION = 349a52 FT BM NAIL lN LT POLE I I l00 YEAR HW ELEV AT lON 352e�O FT LQ5/ I I i I I I 915 JONES FRANKLIN ROAD -� - - OVERTOPPING DISCHARGE = 8980 CFS I�I i I i I_i_ F_ , �- �- RA�E��H,N°RTH�AR°��NAZ�6°6 OV ERT OPPING FREQUENCY = l00 + YRS - . _�- - - OV ERT OPPIN� FREQUENCY = 500 +/ - YRS � � !� -!� _ _ �� !� _ _�_ , --- - �- TE� �9�9> $59_2243 FAX (919) 859-6258 -- E N G F I R M L I C E N S E N O. 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I . . . . . . . . . . . . . . . . . . -_ - _- _ _ _ Pl = 32+50.00 I�_ � I; I ,�_�_ � ��_ I� _- - -- - --- -- -- _ _ �- � � � � - ' i�: 'i : ����� -i��_ �i . _ —{- �- �i- , ' � ,!�- : —r� : , , EL 366.03 , � K= l23 I � T BM 3 � � � VC = l50' �'� I'� ELEV = 383.04' -- �, �� �- -�-- _�__ �-- _�_ -�-- V = 55 MPH � _: ,_ � . �� -�- � _.- i BM NAIL lN 20 PINE _ ___ -- - __ _-__ __�--_ - - - -- - � --- __ -- -- - - - ---- - - - _-- - -- �i� � �ii� �i� � i � i � i � i S _- S _ - CC��-!- 1 -CI-i I-_�__I_ -_ �C --��-:_- --. �- ��-I-= - : _�-:- -_ -:- =i_.__-_ - : -:��---1 _-! �� i -_ ----�-�_---: _ _ -- - ___�_ , r- - -- _ = Pl= 30+15.00 �_ _ ���_� � �_i � �_ � � �� -�- �� �� � � �_._ � �_�� �� _ � �� _ _. � � . _. —. __ — _.— _ —. — � � � � — � � -_ : : � - _ EL = 353.63' ' I�I-'� : I� i � ,_��_� �, , ,_ �, : _� _ � __ —I— � --�� . � ' - ' � -- � _---_-_ _ _��__ ----�- � -----�__ ---___- ,. ---_ : _ _-- - - � � � 390 : : K= 67 I 390 � 390 VC = 320' - --- -�-- -�- = 4 MPH �-- __ _�__ !--�- - - DE I -_i_ i__-_i_ _i__;-_ -_� � III __ _ _----- Pl = l2f15.00 V 0 END GR _ _---- - ----- -- ------- ---- —_ -- --- __ �_ � L ST 33 +50.00 ,_ _ � � _, . �_ � - EL - 357.46' �� �- , - _ _ _ _- _ i '� _ � '� . �� -, , � _�_�_ � I i I , K = 8 --� - _ - _ , __ ' ELEV.37 08' ' _ � _ — - - - - - � � � i � �_ _ � �i � _ _�� - , ---- , il i_i i :�� i i�i � — - -_ _ _ , , ; , , - _ _ � �� I I I I I I I'I I��I�I' I I I_ I VC = 5�� _: � 380 � 380 , � � 380 ' '� '� '� '� — � � - V = 20 MPH � � �, : �, � �, �, �, � Pl - lO f60.00 i - --- : i _ �_ _� EL = 349.71' � Pl = 13+25.00 � �� �� �� �_� � � ,;'� ,� u EL = 358.22' i � —�— --I : ' I-- i__ _1 ' - � =- li ' ���'i_'_'i 'i _ii�_'i ''i _�' i�_�' — i��i_ i iiTi_ i K = 2/ !,� � K = 3 Pl = l3 f43.00 ' ._ _ � � � � . 3 70 �� � � � ____-- 3 70 �� ',I VC= 20�MPH EXISTING GROUND VC_= l8' EL = 359.16' 3 70 2� � V-lSMPH K-� 5 - . � ;, � ,;, , � � � �; + 4.0 _ � ; � P OPOSED �I GRADE ' _ o ! � ) - -- ' _'� ' ' ( +)5�2424% VC l8 --- -� � �� --I- �� 55 /� � i-�m_� �m-��� i�-�-� i� � �-�i �-�I� �� i-�� BEGIN GI�ADE I � � -- — i _ V - l5 MPH - �. � i i i i � i � i i i i � � i i (�)4.20 3/ i u( +)5• � � � � � � � � � � �� -GRWY -.�T A.10+00.�0 � _ ; �� � � � � � � � � � � � �, s. 360 .� _- � � � � � � � � � � � 360 � � E�Ev.34 i5 -� � 360 _-�_ �_-�_ __ _ r-�i � 8 -- ' ' 'i 'i 'i '� 'i 'i 'i : 'i 'i 'i 'i 'i '� — � � e � 6/ � .(' : . _ ;. � ! ! ! ! ! ! ! ! i ! � � /,� 2�/, .�- �St o ' ii , � ��� �,� � � - ' S% � �j j , ! ! -1 1 ! �-; ! !_� �- ', - - ; !,__, - !, �� � �� �� � ' I _, � � � +)5 ��� , - � oo �, : _ �i� I � _ � �- _ _. _ � - 7 5 �i _ _i �i �i �i _ i � i �, i_ _ i i � i _ � � � i �_ � �� "+)5 2 - ,T� � � � H- � ��I-��I , , i�- I � �� � � � � � � - - - - - - �- - - - ���0.4690°0 ( � ' ��� � � ��, ,�� ,r , I, �,�. �. � � � ,� 3 5 0 u EXIST lNG GROUND , ' ' ! !� j j 3 5 � I � 3 5 0 _ ,. _ _��`�- � � � � � � � � � � - .� .�._ _�=t�=�l� -- � i � � o �i �� '� �� �� �� '� �� �� �+)2.6000� -GR;WY- STA.13+75.00 _ -'— _ __ _' _ i_ i i i_, I i �_i�_ i i_ _, i__i� i i i_ i �_i_ , +0.30/ I � I � � � � _ � � � _ � � � � � � � � - � � � � � � � � I -t-;-, �_� t-- __ �_t_� :- _ �_- ELEI✓.356.39' __� i - - _ _ _ _ i �_ I -i _i � i ,- i %- __ i � __I__i . 1 i � i - _ _- ---,- � __ . - - _ I i i I I I I I I ! 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