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HomeMy WebLinkAbout20170219 Ver 1_17BP.7.R.87_400431_REU_EC_FS_Plans_20170221• • • � •� THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. • DETOUR ROUTE RELEASE FOR CONSTR UCTION DATE: 02-15-17 ��T��I��1[l[�I[,1��]� ][�'ILe�1�T� ID� N�°Il° �J�]E 1F�1E8 I8 % W A�Q�l�i����`d�N ][�I[$]E�,�lyl[�1�TA]Eg� ]��,A�I�T� llD� N�'J[` �TS1E ��1E8 C�N�'J[`]E8�7�"1CB�N GRAPHIC SCALE � '■'ti'� PLANS TO N C 61 THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY WITH THE REGULATIONS SET FORTH BY THE NCG-010000 GENERAL CONSTRUCTI0IV PERMIT EFFECTIVE AUGUST 1, 2016 AND ISSUED BY THE NORTH CAROLIIVA DEPARTME11rT OF E1IIVIRONMENT A11ID 1VATURAL RESOURCES DIVISI011t OF WATER RESO URCES. �� �� � � ��� � � ���� � � � � � � � � � � � � � I" I �� � , . � ' 1 � ♦ \ � I I� ., �, �. I�� ��) I'� I�� I'< <�) I" C�) � I�� II) 'I I •�' / � / \• ` ' )� \• , ` •�' // / i / � � ♦ ♦ � / LOCATI01�: BRIDGE 1�0.400431 011t SR. 2719 (HIGH ROCK RD.) O T�ER REED Y FORI� TRIB UTAR Y#1 T YPE OF WORI�: GRADII�G, DRAII�A GE, PA VI1�G A1�D C UL T�ER T STATE STATE PROJECT REFERENCE NO. ��E�� T���� N�. Sd-i]E]E'Jf'S � � � � li��oioRo�i ECpI STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION ������N �N� �����[�N'� ��N'���� �����1��� ES d• � �escri En ion Symbo] 1'�D¢lo.oYl ��Il7YIl]��]C°�]C°j' �Illll� 11J/Il��Cll7L-------------------- TSD 1'�D�o.oai ��ICiYIl][D�]�dA]C°�' 11J1]L4q�]C°�ll�DIl71 _ � Tp � 1��5.01 �I°�������� �Il➢� 1F���� 1���.�1 ����Il�� ���Il���� ������� �F���� 1�22.01 ��������� I����� ��� ����� ���a�� _ 1'�D�0.06r �Illl1E ��1�Il➢71 ll )']�� � ------------------------------ � � 1633.01 ����m���� II���� �Il�� cC���i� °1����P� � ll �Il1171]��IC°a�l.n`g' �3D�1kZ s.yIlll� �ICIL��Clli� �}']���� �YIl(�1CIl L`�J1�l��llIl7l� �1Il7lQll �ciDll�a��11°jVll�ll7T71�1Qll� ����� � 1���°02 �I"��,������ 1���� ���� �Cl���� �'����I�_ � Prepared ln the Offlce of: 504 Meadowland Drive Hillsborough, NC 27278-8551 Voice: (919) 732-3883 Fax: (919) 732-6776 DESIGN AND ENGINEERING SERVICES www.summitde.net FIRM NO. P-0339 Deslgned by, JAMES A CR O USE, P.E. 326 7 NAME LEVEL III CERTIFICATI011i NO. Revfewed In the Office of: RDADSIDE E1�VIR01�ME1�TAL U11tIT 1 South Wilmington St. Raleigh, NC 27611 2012 STA11tDARD SPECIFICATI011rS RevTewed by. JE11l1�IFER PARISH, CPESC 1�30,0� 1�32.01 1632.02 1��2.0� TO S R 2 705 �OSCEOLA-OSSIPEE RD.) Roadway Standard Drawings �YV' a°IL��II� /� V��IlIC° 11' IlI�ZIC° V'V' a'IL.��11�-------------------------------- � EW- CFW- V'V' �¶��ll� �¶ ��RtC° ¶�Il��II° V'V' �1��ll� � �'YIl�llIl ��fDll�'�t.�]C°g'lla`�.Il�'➢IlQ]L� �1��1�'1LD ��R7Y71]��IC°a�]C°�' ���� ���IlIl7YIl�Il"lll� ��1,'�1'Il ��1'][DQ9��11 �°0�00 ��R1YIl]��]C°a�]C°g' ����� ���IlIlIl1l�IlIl� ��lIl1YIl �j']����--- � 1�4��1� lC"Il][D� �Il71ll�� ��QllIlIl7YIl�Il7l� �]C°�l][D ��V][}�c��� o� � llpm�CJk� �Il�� �IYIlll�� �Q;Q]LIlIl7YIl�Il�l� �]C°a�l,]� ��][D�'=�-----� �i 1k� ��IlllllIlIl�l$ ��t�IlIlll ---- -- -- -- -- -- -- -- -- -- --`��a� � �][D��CIl�I ll ��IlllllllIlIl� 1LDa� �5'Il]fIl � llO��lh� �llIlll�� ��Q]LIl➢IY��'Il9� �IC°�1]�0 ��'1�� �---------------------- - ----------------------- " ' � ���� � � � ���� � ----------------------------------------------- C � �Jk�IlIl1Y�]Y�ll�'➢° �a��IlIl� -------------------------------------------- � ll 1 Il�]C° � c(1L � 1l� Il Il1YQ Il7YIl �]C° llD �L � Il Il1 _ llIlg�Illl�1C°�4�1�Il71 �a`�3IlIl�1 -- -- -- -- -- -- -- -- -- -- � THIS PROJECT CONTAINS EROSION CONTROL PLANS FOR CLEARING AND GRUBBING PHASE OF CONSTRUCTION. THIS PROJECT HAS BEEN DESIGNED TO SENSITIVE WATERSHED STANDARDS. ENVIRONMENTALLY SENSITIVE ��RF,1�( S ) EXIST ON THIS PROJECT Refer To E. C. Special Provisions for Special Considerations. The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2012 and the latest revison thereto are applicable to this project and by reference hereby are considered a part of these plans. 1604.01 1605.01 1606.01 1607.01 1622.01 1630.01 1630.02 1630.03 1630.04 1630.05 1630.06 1631.01 Railroad Erosion Control Detail Temporary Silt Fence Special Sediment Control Fence Gravel Construction Entrance Temporary Berms and Slope Drains Riser Basin Silt Basin Type B Temporary Silt Ditch Stilling Basin Temporary Diversion Special Stilling Basin Matting Installation 1632.01 Rock Inlet Sediment Trap Type A 1632.02 Rock Inlet Sediment Trap Type B 1632.03 Rock Inlet Sediment Trap Type C 1633.01 Temporary Rock Silt Check Type A 1633.02 Temporary Rock Silt Check Type B 1634.01 Temporary Rock Sediment Dam Type A 1634.02 Temporary Rock Sediment Dam Type B 1635.01 Rock Pipe Inlet Sediment Trap Type A 1635.02 Rock Pipe Inlet Sediment Trap Type B 1640.01 Coir Fiber Baffle 1645.01 Temporary Stream Crossing SEDIMENT CONTROL STONE STRUCTURAL STONE 1' MIN EXCELSIOR MATTING FLOW g� ll O O O O /� o O o �O O D � ��O D�O D O O O O O O O o �O D O C� O D � C� o D�O D o �O o �O �O �5 O � � � �O o �O D � � o� o 0�j 0 o� O o � o�O Q O D � d�O D O D o O ��O ��D �O b O D � Q�O D ��O � o � o �o� � �o o �o � o o � �a �o �o o �c 0 0 �-? o 0 0 � �o �O p� �� O o � Q� O D �O D O O O O O �O D�O � O D ���O D�O �o �O Q o O D o O d �O D o o a�v a�o a�o o�o o O a o O D o O Q o O � Q �� O �O a�- � ��o ���� EXCELSIOR MATTING ��o < � o� o .� . ��� /2/3 CHANNEL WIDTH 0 a,�V � � � �, � O �, i SECTION A-A � A O o� O See Inset A NOTES: INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN ACCORDANCE WITH ROADWAY STANDARD DRAWING N0. 1633.01. USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE. PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT TO BE APPLIED TO EACH ROCK SILT CHECK. INITIALLY APPLY TO TOP OF MATTING EVENT THAT EQUALS 4 OUNCES OF POLYACRYLAMIDE (PAM) S E C T I O N A N D A F T E R E V E R Y R A I N F A L L OR EXCEEDS 0.50 INCHES. INSET A CLASS B STONE 1' MIN SECTION B-B EXCELSIOR MATTING CLASS B STONE �IOT TO SC��E II�I �� I �I(�>\ �"I� .�� "I� I�: C�> I�� C�)1 �� I-I I � I 1-I � � � . -� � " � \ C�) I'� " I � I-I � � . -� I'� C�) I . I \ . -� SITE DESCRI�TlO�I STABI�IZATlOI� TIME TIME�RAI�E EXCEPTlOI�S PERIMETER DIKES9 SWAL.ES9 DITCHES AND S�OPES 7 DAYS NONE HIGH QUA�ITY WATER CHQW) ZONES 7 DAYS NONE SLOPES STEEPER THAN 30l 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 201914 DAYS ARE ALLOWEDa SLOPES 30l OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN �ENGTHo ALL OTHER AREAS WITH SLOPES FLATTER THAN 40l 14 DAYS NONE9 EXCEPT FOR PERIMETERS AND HQW ZONESo CLEARING AND GRUBBING PROJECT REFERENCE NO. SHEET NO. \ ____ - EROSION CONTROL FOR l7BPo%oRoB% E�-4/�QI��T,4 �` ` � ' �� -'" � CONSTRUCTION SHEET 4 ,_�� �� _\ �- _— -' _ �- _ I ___ �� � R�W SHEET NO. f � I =�" � \` -\ � ROADWAY DESIGN HYDRAULICS _ ' I I - I / �� � - � l � ,� , � ,� ENGINEER ENGINEER � � �� �� �_ _� � �� � � � ) � � - - i ;� � � � 1 � - --- , , , ; � � .,� - , � - � � � ' — � � � � ��� j � �- _ � ; , � � �_ _ - � i ` I _ � ` _ � � � � �� �_ -� i p� pis, _ � -- �' - � � N : � � �� __�� I � 5���9'36�„ o_ �� � Sg � �E � V � � � � � I Z � � ; � � / � w - _ _ _ �� NOTE: � � ° W � � �i � � � �; �, ��� � PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B ° ��, � ` � AND TEMPORARY ROCK SILT CHECKS TYPE - A AT � � � � � �� � �e `, I _ I ( � DRAINAGE OUTLETS. � � � `� I �� � � i � � � � � �� \ � ' � � I � � ��., � � � ; � _, � � ��� � � � � � �.— / � ' j \ �� �_ � ( � , _ , ; , � � � � -�- �- � ��� i � � ' � � � __ � � � � � 1 a��, , � �, — ,� , _ �; � , , ' _ � '�� � +� ,� � \ , , , .� � � � � � - ,, � � � i � � 1 � � � � �, , �a � � � ; � � � _� � � i� � � `� � � � '� � � , � � � � X % � � � � / I , � � � � �' ' , � , I �, , � , � , , � � � r � , �, � � � . - - , '� �, � ��`, � � \ � � ��� � � ��� , � � ; � � � � � I � �� �, �� � ��� � / , 17 , �, � � � 8 � � i� � �I ' � � ��,�� � � CHARUE M. & PAULINE C. COOK X' j �' I �_l BRYANT PROPERTIES � I �SS ��:' : DB 5113 PG 190 � ,, �� � � �-, � � a, ��44 � �P TANK - �- DB 3194 PG 381 �- SE��'� INLET YPICr; � � � � �� _= � �jN CL RIPRA;�� ��_ � � i� ` , � �� �� , � i �-, � � + 72.00 L- _ `� � — � � �, � � �� 52.00 LT � � 80 ��Y GE� � �` � � � � -- � � � � I � i — — , � � EX RNV ' �� � `�� � � /- ___ � � � � ; � �� / � �� -_s �- -�- � � , � ' � � ' � � � � `-^-�"� " � 7 R I B�T �Y , -� i r'� ��' � � ��/-� , � � � � � PC Sto. l2 +50.17 � � � � � �� � o�� � " � ' � i , � `� ', � � � � x �� � �' � �o� � � PT Sto. l3 +45.18 � �' �'� � � ., � ; � � : � � �� � ��x �, O � � ` ` CHARLIE M. & PAUUNE C. COOK �t _ _ 1 / / � +43.00 -�- +65.00 -L- \k\ 9 I ` ` w00DS -ii i' --���,�`� � 35.00 LT � �� � � ���_ � DB 3194 PG 381 � � � ; � � ��� �� , , ,, 52.0o LT � �<: - � _ �!' �- X �� X ,�, INSTALL EROSION CONT1��4� �i EX R,�,, Ex �w m� � �� -. � � � � _ � PDE��� � �� �; ���- ��_,o�s � o.�oo �- - � MATTING IN DITCH LINE � � � ,� , `, `� � � �' BEGIN PROJECT � " � PI�E - �-�,_; �� ---- - - � ' 3 .o �T � � ��� �' -�- STA.12+00.00 STA 12 + 75 TO 12 + 90 LT � _�_, / ��� � //�-_ -- - � � �� � - `- `��-�,� ��� � - Ex ww ; � - r�� � � . . �� � ,, � �- �-�,��� � END PROJECT � � , - -L - ST A. l4 +75.00 , �'-� j ,' ,j � /, w � � � � � / ;! ' , 0 � I � � �% -� � i � ExisriNc r�iw �� � _ � � E E � � �, , � -<- - � ; � , ' � , � ��� _ ,-- - - / ExisTiNc Riw � i � ��'� , ���� � j%� � ���� "� � - -� � - - -_ - _ _ - F - - , _ i . � ' -� -' F ----- / �- �' � � �� � �� � � ; - �� - - � , i �� _ _ � � - - - `'`+' GRAU 3 TL � � � / � � �� �� � � '� ;� � RAkJ 0 L- � , , _�—,-- � � � ; �, �'��i i ' �� , � � � �/ �� � � - - � � RCP' � , ; � , i� i� i � / % /i� ��/��� , - � � � � ' � � �' - _ � � , � �- i i / � � -- � - , _ _� � �� , r , � - - -�- -f __ _ � - � � ; �� - -- - - � — � _ � . „ _ -ii9 i��G�ii r� ,��. _ � � ; �� � o � ��� � , , / i , � 44 ' " - �� � �� � ��� -- — - - - / � i/�,� - �� � __ -�� _ ���� �� ����,� �-,-�,� � — - — — � � — — - -- -� L��,�, _ _ � _ �,� s'�-,��� ,s,'�,_�",--r`��r�?- _ _ r -- _ - . � -� � � r �' � �' � �� _r - �', � , � /� ' i ;'� � � - / ��- 12_r� � - - - �" � - GRA ' ' � ,� _- _ � � _, - - � �-, � / i ' � �� % i - , �� :/ / ��� L3 , � � -` -- - U 350 T�/3 ' � � � _ _ �. , / / / / - ���- --�� -� � � / / � - � - - - --_ � i � ' � __--- F __ , , , -- __ _--- '; , - � � i - , , , ; �� � , , � ; , � , � � 5 � � �- �� �� � � / � / j � i i �� — — — — _ � — , ; '��� — � — _ � ;; r$ — , — -- — �� -- — _� -,�� —��—��—�-�� _ — _ _ < � — . — ,, F _ -- � , / , / , n - -�� '_'-�`�, - _ „ � �, - - - � � - - - - �-, _ __ - - _ _ _ _ _ _ T — , � , � � / �'� ` T. i � � �� / � � �i � ; �� � � �� , �, �,, , " � _ , �;:_ �i =��,�;� S� � ��� i , , -% j � ; � � � � � %� � � � � � ExisT c Riw �� � � �,�. , _ � ��,, �_ ,, T$�---�� � � ¢� � + 79.00 -L- A � T,o ���' � BEGIN CONST RUCT lON ,� � EX � OF � � �;' /� ; � , / ; ' �� ��� ; � � � + 52 .00 -L- I I � , � , - -L - ST A. ll +79.00 = - , � ' � �' ; ' / , Ex ILW � ��, � DE � � �� , � ` �� � ���� o o i �- � PD ���-� /�� � � �-- �'���� - - ; - P - ����: , � � ,� �:_� ��/ , ALBERT R. LYNN ; %' � E� �['�—� _-/ `� I '� �°,r �f` �- ' .—� �if7� � v _ -/ - DB 6672 PG 1512 +95.00 -L- � � 3 I �-: +46.00 -L- � 45.00 RT � YV � o`.� r + 00.00 -L- 52.00 RT P� SfCl l2 +97.67 LA �',. �.AgF �i�?,p-��-� �a, �- �� i ��, 4� � �, o i n �' RiP�aP 52.0o Rr �� E N D C U L V E R T 0_ 0 0/2 �05.8 lRT) SEDE D'ETAI L� %� D ETAi L 3 � ��` ����, ���;' ����' —L — ST A. l3 +23.47 D ETAI L 4 D_ 0/ 2� 4 3. 9 LATERAL BASE %�Ilfrl-l�"� 't � � B E G I N C U L V E R T 3�: �� ,_ 1 � L- 9 5. 0/ � � TOE PROTE�TION � � � , T; �� W�,W� � � � , t , ., �� � � R�P T = 47.50' r�, ,, ,- ���-�.� � Not to Smle i � � - � ' � � � . ��� or � � F�o� e —L — ST A. l3 +00.54 � � �: � R = 27,000.00' Na' =� > ► Fi/�S��ft.. ..1 °t c�o'Pe � , ► < _ > � �r� �� p ��,� �� � � � — RONALD L. & REBECCA L. MAY SE = NC � � � n,ff, „ ` ���� � . ' , -� � � � i� � \ � ����., � � �� , �� - - � � , � � og 404o Pc 63� DS = 55MPH GEO� �� � Slope � < _ �. �= 1 Ft. � ��,� \ �� � � - 1 Ft. d= 2 Ft �- '� � x. d = 0.5 Ft. � � ' > 4 Ft. ' *When B is � / � � � --- _ 4 �'- �� ����" � � �� ���� � 2 Ft. Tvne oif I�iner- Class � Ri��iaF� ��'— � Ft. � ��-'� � T e'of-Lin�r= �Cjass B Ri ` Ra� �� � j� l T pe of Liner= Class I Rip-Rap ,'- 1 ��� r� �� � � -- � � � � � YP �- � p � `- � BMI � � � � uantities Included in Outlet Protection for Culve �;�� �' � I I FROM STA. 12+75,�T0 12+85'�� LT � ��EV = 677,6� ` � � �' ; � �� i � � � ��� � \/ � � , �STA. 13 + 00 ± RT - � � I � � � ' � ' ; - � ;' 1 1 1 � � � ,= � - � � � � � ��� '� /" �'� � � � �j ;' _�� � � �� � _ '� �� � I � 'i l i' I �\ � � �l � � �a � m r_ , , � ,I i � i � � � ` � �=� � � � i � I � , � � ' % � � � I � ��� � 4� ,� �� = � � � _, � � `, �� , ;� / � � � �� �-- -- � � � � � �'� %� � � ' � �' � � � � � �� , ' � , / � � �� � � ��- � , �� � � � I � � � ; � / ! �� �s�_ °�. ; �� � ��'�_�� � , '� �I ' � � � � C✓� � � , '� I � �� i � � �� �� � � � � � ,� � � ���t'-^r , __ _ � � � � � �� ��, , � I , � � � / ____� z . ENVIRONMENTALLY SENSITIVE AREA � � — � . � � � _ ' � � �� �'� _ � SEE PROJECT SPECIAL PROVISIONS -- --- �', I � ��,� ��� � <"�'� --�_ ��� ( _ - ', , � � 1 I - � 1 � � -� ��� � � i � /1 � _ � � . � _ � � �� � � � r �' ' � - � �� � ,� , � � , � ,, , ��� , , � � __ , � � , - �i � � : ���� , � � � � � � , � \ � ��, ,, � � , ;� ���. 1 �� � _ , � ' � ,' �-'� 1 - � � - . I � ' �� � '� �� � r� � / � � ��� � I �� � � _, �,� �/�� � ���� � CONSTRUCTION SEQUENCE PROJECT REFERENCE NO. SHEET NO. l7BPo7oRo87 E�-�i�Qn1�T.4 2@� ��X� O� RC BC R�W SHEET NO. ROADWAY DESIGN HYDRAULICS PHASE 1 PHASE 2 PHASE 3 ENGINEER ENGINEER DEMOLITION CULVERT CONSTRUCTION CULVERT CONSTRUCTION 1. INSTALL PERIMETER SEDIMENT CONTROL 4. CONSTRUCT TEMPORARY IMPERVIOUS DIKE 1. CONSTRUCT CULVERT. 1. REMOVE ALL SEDIMENT ACCUMULATIONS DEVICES ALONG AND ADJACENT TO STREAM UPSTREAM. 2. BACKFILL CULVERT FROM DEWATERED STREAM BED AND TO THE GREATEST EXTENT POSSIBLE. 5. CONSTRUCT TEMPORARY IMPERVIOUS DIKE 3. CONSTRUCT HIGH FLOW BENCHES CULVERT. REMOVE IMPERVIOUS DIKES 2. INSTALL AND UTILIZE SPECIAL STILLING DOWNSTREAM. AND CHANNEL IMPROVEMENTS. AND TEMPORARY PIPE TO RESTORE BASIN AS NECESSARY. 6. DEWATER CONSTRUCTION AREA INTO 4. CONSTRUCT STREAMBANK GRADING NATURAL FLOW. 3. INSTALL TEMPORARY 36" MIN GRAVITY SPECIAL STILLING BASIN. AND RIP RAP TO GREATEST 2. COMPLETE ALL REMAINING STREAMBANK PIPE BY TRENCHING AND BACKFILLING. 7. REMOVE EXISTING BRIDGE ALLOWING NO EXTENT POSSIBLE. GRADING. HORIZONTALLY PIPE AROUND DEBRIS TO ENTER LIVE STREAM. 3. REMOVE SPECIAL STILLING BASIN. CONSTRUCTION SITE. �, -�� ��. , _� . � _ _ ��, � , � �� � , �, � �:_ PHASE 1 ����������� � �' � �����_ � �,�� PHASE 2 , � � PHASE 3 � i�� ��� �� � �,: -- � - �, � � X � � x � � �� 17 � ' � `' 17 ,' ����, 17 i �� �-� CHARLIE M. & PAULINE C. COOK � � ,_' CHARLIE M. & PAULINE C. COOK X � � �� CHARLIE M. & PAULINE C. COOK X �� �`� �� ��� � DB 3194 PG 381 �, DB 3194 PG 381 � �� � �' � � DB 3194 PG 381 � �- � � � � � � � � , � / �' � , � + 72.00 -L- �, ,� �� ' � � + 72.00 -L- �� _/ �` � � + 72.00 -L- � - - ' 52.00 LT � 4�� 52.00 LT �' � 52.00 LT � ��^-� �, � � } � � ------ -- -- ` EX RNV /� � -- %�� ; EX R�W U�!��-� � - ---- ' � � � EX RrW �,1' � � �� � � i �� 1 _. � . � �j # � _ � � �' = � ; i � � ,� �Y � � �r � � "� - i_� 1 ` f' � �' � � - ��7 �RY � % � 1 \ � / ,, � r IMPERVIOUS ,r,,. , �\ ! �'' / ; � � IMPERVIOUS �.;'-,�,' � ��� � ,'" / ���� TRig /, ,, , ; � ( KE ��� ? ` �� �c DIKE �� " � o� � � ' /� � �� DI �� � � � �� �. � � � �, ,-� � + 43.00 -L- � � � + 65.00 -L- � ;: � � _- - �� � + 43.00 -L- + 65.00 -L- � � ' + 65.00 -L- � �`� _ � + 43.00 -L- -- ` �,, , � 35.00 LT ' � � 52.00 LT �� � 35. ,� 35.00 LT � 00 LT �� ��� � � WOOn�_ ', � j, � � � 52.00 LT EX R�W ���,, '�' � � WOODS � �� � � �� �%' �� , , EX R�W � � �,, _ . , � ,; � ; ,'� 52.00 LT EX RrW � ,, EX ILW �. -t� � - � � EX RNV _ ; :' , � EX fLW ,, ��� � �, � PDE �� � �� E _� -,_, , -� � � � ����� ����� � PDE'�, � E - � PDE PDE - - � � � � - - - �� � - � � � � �- - _ � L � _ � - � � _ _ -- _ �� - �� ` � � - � _ �_ , � �_ _ - ' � � � � � ��� �-r-�, � . � >�. � _ : � � , �-�,s-� _ - � : � ' '� �-- ; _ _, �� � �, � - - - � -k r�`,� � . � � � ��- `-v-�� -�:_ - _ - ' - � _ � � � _'� __� _ - � � . , �-� ,, � � � � �� ; ' -- -� �J W , -��-- W � W , � � � � � � � � � � � � � � � �� � � � 1 E � E � a/ E I � � ---� � � _ -- -- -�. -- � - -- � _ � , -- - ---- _ � _ � �,- - - � ��- - _ ' -�� � �- � - , � � - - � _ : �- -i - -��- - - - - -_ -- / \ ��� / � /�� / � , ��� � � � _ -� \ � _ -� \ � - -� \ � _ -� � __ � _- � -- -------------- -------------- �--'' ------� -__------------ � ------� \ ------� GRAU 350 TL-3 GRAU 350 TL-3 GRAU 350 TL-3 GRAU 350 TL-3 GRAU 350 TL-3 GRAU 350 TL-3 =i��_ � � __ ��_ �� ��� 1� �� - � � � i�� -� � - �I ,' -. ------ -- � ` - -- -- ------- - - - --- 36 IN H - - C - --- --- -- -- 36 INCH -- MIN TEMP. I MIN TEMP. I i PIPE PIPE i � � I - - - - - - - --- - - -- -- _ - - - -- ----- - , - - - - -- - - - - - - - - -- - ---- - � _ - - , � � � ,-_ � ,. ,, ��, I � i � , , � � �> r ' _ � - -r�- � � -�_ � � - � � - - � -� i i _, ��� - �� ,_ ` _ �" _ - i I _ _ _ -� _ � - � - ' i n ��„ . , ; , �, i ,- r-, - �, GRAU 350 TL-3' ----� --- GRAU 350 TL-3 '' - RAU 350 TL-3' i__ GRAU 350 TL-3 '� GRAU 350 TL-3, '-- GRAU 350 TL-3 ,- _ - .- _ - .- _ - % \� � ---_ ,// \\ � -'--_ I / \� � ---- ' ' _ _ _ _ _ _ _ _ _ _ / � / -- -__- � � -(- __- j �. - - - _ _ _ - - - - , _ / / - � - - - --- - - - , -- - - -- - _ - _ _ - - - - - _ _ - - - -- - --� / . �� ,_, _ _ -- ----_ / -- -_ - -- ----- / - = - - i I -- _ � � _.� _ __ ,� � �_ __ -- � , �, _ � , � ' � �� ' �� �- - � �- � ., , - - -_ , � - -�� ------ � � � � � ------- � � �� ,� a � � I; - -- - - - - 1 � �� _ � . � � � � � � � �, � z �� �. �" � - � � - - - � �, \ :� .. '�, _ � � �_� -�---� � -� � , ' � a � � --�-,, -� � ���� � � a � � < + 52.00 -L- � � + 52.00 -L- � � � + 52.00 -L- � � I � � � , � ,` � � � �� , - ' " _ �_ � � �- � � PDE _���s ��� � �� Ex ww PDE � ����:�� u�s � ° , Ex ww ° PDE , �� �- �� �� � � _ Ex ww PDE PDE , - PDE' PDE - , PDE' PDE , , , � PDE P' PDE P�D = PDE P�,p�= _ � � _ + ab.00 -�- _ -� _ +46.00 -�- _ B � _ � +ab.00 -�- + 00.00 -L- 52.00 RT --- - + 00.00 -L- � ��� '� �`, ';_ 52.00 RT �; + 00.00 -L- �� �� 52.00 RT 52.00 RT �� y 52.00 RT ���� � �'�� �- 52.00 RT ��� ��> � � -.a � \ �� \� � �� - ° � � � �?-� � �, � � � � � � � �, � , � �\ �- � ` � � ,� � �� IMPERVIOUS �`, ' IMPERVIOUS � , `\ � � DIKE � � � DIKE � ��� � '�, , ,� ��, \ �; � � ' � .- �'� ����� ���� � � �, � �����, � z \ � m �, m �� ��. � �� , 0 �L, � � .II � �� BMI � I _E� ��.; � o� ��?- -�_� _ - ��-�- r9 �' � ELEV = h77,64 ` t9 � ,� _ , �i � � \ � \ � \ �',-� � � � � \ � e t � \ �� �� ;�o ,, � �� � � � ���� = � � �� � � � �_ � �� �� - � �� � � � � ��� ��� -. 0 � � � � r. � ��� - - � s �� - ' � ' - 0' d> d i � e� � , ` �' ���' `�_ �v', � `� ���', � . �' - F � � � � � _ �� � �� � �� � �� � � . �/ ���. / `- ��,, - � � � � �� ---�_ �� -' j� ----�___ \� � - --�__- �� � � � � � � � � � � `, � ,�� � �;�� �- sT � � � �, _ � �.� � � � � ,� � � ,i / -i / I / � � �� � �� For Slopes Excavated Greater Than 10 feet PROJECT REFERENCE NO. SHEET NO. CONSTRUCTION SEQUENCE Install Matting for Erosion Control on l7BPo7oRo87 E�-�i�Qn��T.4 2@11'X10' RCBC Entire Slope as Work Allows. ww SHEET NO. ___ ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PHASE 4 ROADWAY CONSTRUCTION �_ ��s �s, / _, , �,�� � �� ; � � S� � 1. INSTALL REMAINING PERIMETER EROSION �, � � - _� CONSTROL DEVICES ALONG PROJECT. \ � �, o 2. PERFORM REMAINING CLEARING AND \ � w � ti GRUBBING FOR ROADWAY CONSTRUCTION. �\ � � ° � 3. GRADE FINAL ROADWAY TYPICAL SECTION \� % � �, AND PROPOSED DITCHES. INSTALL REQUIRED -1-/ 3 � STORM DRAINAGE PIPE. � � + � � 4. INSTALL DITCH LININGS. SEED AND � � � � � MULCH ALL DISTURBED AREAS. O -I- � � 5. REMOVE ANY EROSION CONTROL DEVICES � / \ + RENDERED UNNECESSARY BY THE FINAL � � ��� \ � `� ROADWAY CONSTRUCTION OR DEEMED NO �'� ;� � �� r LONGER NEEDED BY NCDOT. � �� � � � `� � �� � � � �— � � � �� X � �� � 18 _��� � 7 �� ��, �� � BRYANT PROPERTIES -- CHARLIE M. & PAULINE C. COOK X `� DB 5113 PG 190 � �P TANK -'- DB 3194 PG 381 1 StE INLET TYPICr. � � , � � � � t, 4 TN CL I � �, RIPR. � �_ - � �< + 2 . 0 L- 7 0 �� � i � � � � ` � \ 52.00 LT ' � � �� � � � — � �' �, � j� � � � X � EX RNV � � �Y � � � � � / � � — � � � `"` �� ��TA �� � � � ' �s `� ,� T I � �� � , � � � PC Sto. l2 +50.17 �� � � � � o� � �� ' `� ', � �� � x , � ��' ��o� � ��.,� PT Sto. 13+45.18 y� �r ci�, � �� �� � x �� ��� � � � : � � � ��� � : � � � + 65.00 -L- � � _ CHARLIE M. & PAUUNE C. COOK 4� _i_ � ,� �_ / � � _ � � +43.00 -L- �,, k _, : � DB 3194 PG 381 � � � � . '� -� � -'- 35.00 LT <� � �, ` w n 0 D S �-, 52 . 00 LT � X ---- --�� -- ;�- � , , � , ��� INSTALL EROSION CONT1��4� ' ��� _ EX R,�,, Ex �w � �- -�- - - - �� � PDE�,� �� �� � ��_,o�s � +�o.00 -�- _, ,.�. MATTING IN DITCH LINE '" ` ` � �' BEGIN PROJECT PDE -- _; � �� �� � � 35.00 �T � , �-�� - � � � - —L— STA.12+00.00 STA 12 + 75 TO 12 + 90 LT - _ � � � - - , � � � � `�� ���—� ,�— , " EX �'`" END PROJECT , � ,_ , , �� � � o - ; o —L — ST A. l4 +75.00 � , � �- � � � ', �, �, -� � , Ex��sriNc r�iw -� E E E � , , � , � - - �< � - � � - � n � � , -= ' - - - - _ i=; - -- - , , - -� _ _ - __- _ _ - F - � - - ' � . - �, - � , � i � � ' F — — � � � ��- �-� ------- — � , � � -�-� i _ GRAU 350 TL 3 GRAU 350 TL-3 _�_= i - � i i � 15" RCP i i � , , -- � ��� , --- --- � i � _ � i u _ -' �%l9 f�llGll "h: ,_ � o i u "�,��; � � 44 - �� . __ � �o�� � -�� ,�c� � �� , - � - - � - - �, ��-, �,_ � ,-r,-� , ��, �_ � � -. - � ' � � - � sn-,s��-, �-,-,� � , -,�-, ,r-,- - � � ` � �-� � � -� -,_ � � _� �, � � , ,��„ -„_ , - - �� - . �� ,- ; � -� � ,� , __;. , � -� � . � ; � � � -� ,,_� � � - � "�' � ' �'-� ` =-� � ��- -- - ` ' � � RAU 350 TL-3 � GRAU 350 TL-3 _ _ — — _ , � — _ _ — _ _ _ — — — — -- F —_ ___ __— _ _ � _ _ _ ��, Fz�i� � � _ — _ F �� - - - �__ - �- -- - -- - � � - - ---- — �� I � � , -. �' _ -- , - - _ — _�.. _ -- --- -,- — � �, -� , ��- ��� - _ , �, �� � � . � � �_ , � ` -_,-� � -� � ; � � - � � � � ��� � ���. ,-. �� _ � - — -_ — --- � � r �, - _-,_ r , ,-. -- -- — ,— _ � '' ` _ C;: �ri- =� ., � �', � i I��,��- i � + 79.00 -L- A I � BEGIN CONSTRUCTION EX � O � � ������ � a +5�.00 -�- � ���� _� , —L — STA. 11+79.00 � 6 � � � PDE , ,,,,�. �� Ex ww ALBERT R. LYNN ;%��,'��^,��' PDE;' —_ pDE-- _� ,'� � i ' ' PDE �- ' ,� P",[)E — —/ — DB 6672 PG 1512 +95.00 -L- � � ;�: +46.00 -�- 45.00 RT � vv i o u�i r� � + 00.00 -L- ��' ` �� 52.00 RT l�� Sf� �2 f97.67 RIPRAP i 52.00 RT 3� �_ � 0�2 ��J�.B �IIRT ) sEE °° END CULVERT � �' D=02 3.9 �, , � 'r ������ � �a,r��a� �As� �nrc� N TOEEP OI ECTION BEGIN CULVERT ��� ``'1 � —L— STA.13+23.47 r������ � L 95.0/ _ . \� � � R�P � � , r r..��-�-.�� � � �•j o� ( Not to Smle) ����ie� � _ ��.�� No -_ ' � F`''S��ff� � � °` ����e I NSTALL PSRM I N � �" > < R = 27,000.00' = > � ��" �� �' RONALD L. & REBECCA L. MAY SE = NC � + r „ � ;,, , ' PROPOSED DITCH LINE �'�' � ,� DB 4040 PG 631 DS = 55MPH � s���e �E° <_ �. o= , F,. STA 11 + 79 TO 12 + 75 RT , � ��_ = 1 Ft. x. d= 0.5 Ft d= � � '' 4 Ft. *When B is < 4 Ft. � �' 2 Ft. Tyne oiF �iner= Class � Rie�-Rap 6= 2 Ft. Type of Liner= Class 8 Rip-R�p �I � T�pe of Liner= Class I Rip Rap _ _ � � �' 'i , I � � � �� � ��` �� _ a � �� es, ��_� \ ;<. % � / � ��� / � �� -�/ ---� �� � � � � � �� ��� �� � ,� �� P TING DETAILS SEEDLING / LINER BAREROOT PI.ANTING DETAIL HEALING IN 1. Locate a healing-in site in a shady, well protected area. 2. Exca�ate a flat bottom trench 12 inches deep and provide drainage. 3. Backfill the trench with 2 inches well rotted sawdust. Place a 2 inch layer of well rotted sawdust at a sloping angle at one end of the trench. � 4. Place a single layer of plants against the sloping end so that the root collar is at ground level. �1en��������/�i�i ��//���j\ ��� ���� � /'����� �.�� �'/ �//�/ : . �// � 5. Place a 2 inch layer of well rottedy ' �, Y' � ' i�' sawdust over the roots maintaining i i a sloping angle. � ,,: ,/\\,i /�j� ������i� ` ' i��/i /i ���\�/ 6. Repeat layers of plants and sawdust as necessary and water thoroughly. % DIBBLE PLANTING METHOD USING THE KBC PLANTING BAR 1. Insert planting bar 2. Remove planting bar as shown and pull handle and place seedling at toward planter. correct depth. / 4. Pull handle of bar 5. Push handle forward toward planter, firming firming soil at top. soil at bottom. PLANTING NOTES: PLANTING BAG During planting, seedlings shall be kept in a moist canvas bag or similar container to prevent the root systems from drying. KBC PI.ANTING BAR Planting bar shall ha�e a blade with a triangular cross section, and shall be 12 inches long, 4 inches wide and 1 inch thick at center. ROOT PRUNING All seedlings shall be root pruned, if necessary, so that no roots extend more than 10 inches below the root collar. 3. Insert planting bar 2 inches toward planter from seedling. 6. Lea�e compaction hole open. Water thoroughly.