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Home My WebLink About20180925 Ver 1_17BP 8 R 76_750416_EC_Final Plans_HS_20180711Carpenter,Kristi From: Sent: To: Cc: Subject: Attachments: �� King, Art C Wednesday, July 11, 2018 11:34 AM Norton, Apri) R Williams, Andrew E CIV USARMY CESAW (US) RE: Bridge 416 Randolph County 17BP.8.R.76 750416 EC Fina) Plans HS.PDF From: Norton, April R Sent: Wednesday, July 11, 2018 10:37 AM To: King, Art C Cc: Williams, Andrew E CIV USARMY CESAW (US) Subject: Bridge 416 Randolph County Hi Art, I have reviewed your application for Bridge 416. To ensure that "all work in or adjacent to streams shall be conducted so that the flowing stream does not come in contact with the disturbed area" could you please either provided an explanation or send a copy of the sediment and erosion control plans? Thanks! April April R. Norton Environmental Senior Specialist Transportation Permitting Unit Division of Water Resources NC Department of Environmental Quality 919-707-9111 office 919-710-6516 mobile a.�a_ri.l..:_nca.rtcr n_..�`_�.._n�d_e_n_r:.�.crv 512 North Salisbury Street, 12t" Floor (physical) 1617 Mail Service Center (mailing) Raleigh, NC 27699 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. i I rr�7all �:urrc,��u � � � � � � � � y I�c rli��;lu�e,rl �u �C�h•ih�rl I i� ci��;e, Cu ai� rur°r7 �mii;, ;;e,i� cr i;, ;;u� ��;� �u Cmie, ,..,u� i�; ta�:ur�: ;, ..,aw ai� ir7a, I�arti��, •� �� II" I..�� \ I�� ) I'� l�� 1�� > l�� ) � I�: I1� - � 1� - �� '� ' .� � .� � � ; �' � ' � �' ' ' �, � � C .� . � . . . � . � � THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF ARCHDALE. • DETOUR ROUTE � � 0 z � n w z� - D � rv O TO US 311 (MAI N ST. ) / BEGIN PROJECT , -L- STA. 11 + 50.00 LOCATI0111: BRIDGE 1�0. 750416 011t SR 1911 (ASHLA11tD ST) � VER DALE CREEK TYPE OF WORK: GRADI11 tG, DRAI1�lA GE, PA T�I1�G A1�lD STR UCT URE BEGIN CULVERT -L- STA. 12 + 70.51 � CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. GRAPHIC SCALE -� � � -� :� 1 1 1 1 1 . , THESE EROS7011t A11ID SEDIMENT C0IVTROL PLANS COMPLY WITH THE REGULATIONS SET FORTH BY THE NCG-010000 GE11 tERAL C011t5TRUCTIOIV PERMIT EFFECTIVE AUGUST 3, 2011 AND ISSUED BY THE NORTH CAROLIIVA DEPARTMENT OF E11iVIRO1VME11lT AND 1KATURAL RESOURCES DIVISI0111 OF WATER RESOURCES. Prepored in the Office of: SUNGATE DESIGN GROUP, P.A. 915 JONES FRANKLIN ROAD RALEIGH, NORTH CAROLINA 27606 NC COA No. C-0890 END CULVERT -L- STA. 12 + 90.52 2012 STA11lDARD SPECIFICATI0I�S Designed by: RA11tDAL C. HOWARD, EI, PLS 3491 NAME LEVEL III CERTIFICATION NO. END -L- ; � � �� I � I� � � � ' i I WALL STREET PROJ ECT . 14 + 50.00 TO N C 62 (LIBERTY RD.) Reviewed in th� Office of: R�ADSIDE E11tVIR�111ME11lTAL U11tIT 1 South Wilmington St. Raleigh, NC 27611 2012 STAI�DARD SPECIFICATI011IS Revi ewed by: STATE STATE PROJECT REFERENCE NO. S��E� T�T�� N�. S��ETS � a � � li��o�.Roi� ECpI STATE PRW. NO. F. A. PROJ. NO. DE3CRIPTION �R��I�N AN� ��DIMENT C�NTR�� M�A�VR�� S�d• � DescripEion Svmbo] 1630.03 �C'��Il��Ila� �Il�� a�� o 1630.05 °II°�Il�� llQT�]LSIl�➢7l - - � .�,p � 1605.01 �I°�� Il�� IF�� - - - - - - 1606.0� �]��CIl�ll ��QllIlIl7lIl�IlIl� ��IlIl�➢°�ll ��IIIl�� 1622.01 °I�� I�,��Il�� n� �� Il�� - - - - �.- � 1630.02 �Il�� l��Il�Il °l�'�� lB - - � 1633.01 �[°�Il��m�� ]E�� Il�� °I[`'�� °I�'�� IEg��I� �� C➢��ll� �II�� Il�� a��IlIlSI� �lIlllQll ��ll�a'��IC°�ll�1Il�'llIl�ll� �l��L`�1�..... � 1633.02 °I�� IE�� Il�� C��l� °I["��I� - ' ��ll� � ��llII° ll'lll��e]Ca V'V' �L��ll� � ew- cPw - U'V' �1�1�ll�� 1��IlIC° �IlI��',R� 0'V' �i��ll� � �RIl�llIl ��ll�a°U�CIt'�'ll�Il7CIlIlQll�E ��.L`�ll� 163�.01 ��Il�� ]E�� Il�� 1��P� °oa o a 163�.02 ��Il� IE��I� �� [°�� 1635.01 IE�� I�Il�� Il�� ["�� P� �� 1635.02 ]I�� 1�Il�� lIl�� ["�� 1630.0� ��IlII�Il�� ]B��Il� - - - - - - - - - - - - � 1630.06 �� ➢�� IlIlIl - � ��Jki �Il7lll��, ��Q]LIlIl4Il�IlIl� �]C°�][Do 1632.01 �� --- - --- A � 1632.02 �� - � � 1632.03 °�� -- -- - -- C� �11�IlIl7t➢R7tIl�]C° ��IlIl� - � �Il�R�QlI �llgIlIl�llll7Yd�IC° ll➢��IlIl➢ - - - - - - ��ni�n��°��n��n ��n�v � RANDAL C. HOWARD, EI, PLS LEVEL III NAME 3491 LEVEL III CERTIFICATION NO. Roadway Standard Drawings THIS PROJECT CONTAINS EROSION CONTROL PLANS FOR CLEARING AND GRUBBING PHASE OF CONSTRUCTION. ENVIRONMENTALLY SENSITIVE AREA(S) EXIST ON THIS PROJECT Refer To E. C. Special Provisions for Special Considerations. THIS PROJECT HAS BEEN DESIGNED TO SENSITIVE WATERSHED STANDARD S. 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 Railroad Erosion Control Detail 1632.01 Rock Inlet Sediment Trap Type A 1605.01 Temporary Silt Fence 1632.02 Rock Inlet Sediment Trap Type B 1606.01 Special Sediment Control Fence 1632.03 Rock Inlet Sediment Trap Type C 1607.01 Gra�el Construction Entrance 1633.01 Temporary Rock Silt Check Type A 1622.01 Temporary Berms and Slope Drains 1633.02 Ternporary Rock Silt Check Type B 1630.01 Rser Basin 1634.01 Temporary Rock Sediment Dam Type A 1630.02 Silt Basin Type B 1634.02 Temporary Rock Sediment Dam Type B 1630.03 Temporary Silt Ditch 1635.01 Rock Pipe Inlet Sediment Trap Type A 1630.04 Stilling Basin 1635.02 Rock Pipe Inlet Sediment Trap Type B 1630.05 Temporary Diversion 1640.01 Coir Fiber Baffle 1630.06 Special Stilling Basin 1645.01 Temporary Stream Crossing 1631.01 Matting Installation COIR FIBER � 2' ( MAX _ 1 SLOPE ISOMETRIC VIEW 2' UPSLOPE EDGE OF PAVEMENT CROSS SECTION VEE DITCH 2 IN . see Inset C � . � � � E I J I /"� n C 2' UPSLOPE STAKE _ GROUND NATURAL GROUND %�:\�`� ;/ . , =-! 2' DOWNSLOPE CROSS SECTION STAKE TRAPEZOIDAL DITCH FLOW NOTES: USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE. USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION. ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL. INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE STANDARD SPECIFICATIONS. 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 WATTLE. INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE WHERE WATER WILL FLOW AND 1 OUNCE OF PAM ON MATTING ON EACH SIDE OF WATTLE. REAPPLY PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN. INSET A AM �, oz.� �A�� INSET B � oz 'AI � 1 oz. � INSET C TOP VIEW NII�I��I�IC�>\ �"1� .-� "I� I�: (�)1�� (�> 1 �� I-I 1 � 1 I-I �� .�� " � I\ C�> I'� " 1 � I-I � � . �� i'� (�> I . I \ . �� IL BlL ZA T I Tl 1� MA TTI1�G FOR EROSl�1� C01�lTROL CONST LINE FROM T� SIDE Y SHEET NOo ST AT lON ST AT lON EST IMAT E �S ) � - �- I I+ 58 I 2+ �5 �T I 00 9- -�- I I+50 12+�5 �T 130 5U TOTAI� 230 M I SG�I•I•AN� U5 MATT I N� TD �� I NSTA I•�0 A5 0 I�E T�D �Y TH� Nl� I N�E� 250 0 TOTAI� 2730 5AY 2730 MAR Y H T �� EE PERMAI�EI�T SOIL REII�FORCEMEI�T MA T CONST LINE FROM T 0 � T l AT ( Y) SHEET NOo ST AT lON ST AT lON S DE ES M E S � 5U TOTAI� ADDITIDNAI. PS�M TD �E INSTAI,�ED TOTAI� 5AY NII�I��I�IC�>\ �"1� .-� "I� I�: (�)1�� (�> 1 �� I-I 1 � 1 I-I �� .�� " � I\ C�> I'� " 1 � I-I � � . �� i'� (�> I . I \ . �� SITE DESCRI�TlOI� STqBI�IZqTlOI� TIME TIME�RqME EXCE�TlOIUS PERIMETER DIKES9 SWALES9 DITCHES AND SLOPES 7 DAYS NONE HIGH QUA�ITY WATER CHQW) ZONES 7 DAYS NONE S�OPES STEEPER THAN 30l 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2019 14 DAYS ARE A��OWEDo SLOPES 30l OR FLATTER 14 DAYS 7 DAYS FOR S�OPES GREATER THAN 50' IN �ENGTHo ALL OTHER AREAS WITH SLOPES FLATTER THAN 40l 14 DAYS NONE9 EXCEPT FOR PERIMETERS AND HQW ZONESo NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL REQUIRE PRIOR APPROVAL BY ENGINEER. ADDITIONAL EROSION CONTROL DEVICES MAY NEED TO BE INSTALLED AS DIRECTED BY THE ENGINEER. NOTE: PERIMETER EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CLEARING AND GRUBBING PHASE. NOTE: PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B AND TEMPORARY ROCK SILT CHECKS TYPE - A AT DRAINAGE OUTLETS. O DONALD Re WILLARD DB 1285 PG 396 PB 8 PG 3 II �: I" ��) � I ��) \ � Excavate Proposed Ditch according to Detail2 from Sta. 11 + 50 to 12 + 65 -L- LT JAMES Ae & WILLIE Re CARRELL DB 915 PG 284 PB 8 PG 3 _� � — _-- SPE-E LA�T EE S�E „ � � � J,�� —� � I �— / — i �T� �ae _ � � ,'�a ,/ � ' � � — — j / :�a ,��, � � O �—�/�i / - � � � / � -, � -- � I � �/ � �/ �,z°� � — —I rn n/ I / � � / � ' — --. ^—�-� ��GI EV'Y C F G� �� `— � � ��, � � � I �18"HDPE i C � — � � � �� _ _ _ �_ = � �I�`= — -� — — _ �� — � �— I I � _ �— I US HWY 311 _ � �� _ _ — — — i _ _ _ — — � _ ` j.,`�"-F � / � �� J �� / / I \ , G2. ; ,- % � � LILLIAN! We PE�I�ERSON � � (� � � _ ' DB 1212 PG 793 � DB 1212 PG 794 SPEC LAT V DITCH PB 8 PG 3 SEE DETAIL 1 i RI P—RAP @ EMBANKMENT SEE DETAIL 3 Excavate Proposed Ditch according to Detail l from Sta. 11 + 58 to 12 + 65 -L- RT RI P—RAP @ E�ANKMENT DETAIL 3 �ITCH,= � �\ �� / / � / i / /� � i �J � _ � - ��> \ ' I ' I•' ��> I . I" I . . �� \. � i �— P�i�� 1 C � � • 1 '►�:� ._.�rr ._ 1 / � �� r - "�✓ �� " ;W I � � �, -- �� , ISFD ~ �. � J� BENJAMIN CHAD HINES DB 2104 PG 542 PB 8 PG 3 STREAMBAN K STABILIZATION CL 'I' RIP-RAP FLOODPLAIN EST 20 TONS BENCH EST 32 SY GFD ASHLAND STREET CHURCH DB 2080 PG 1463 PB 8 PG 3 FLOODPLAIN BENCH � \�� ,� �' \ �\\\�� , ,,�.\, , �4SH STREAMBAN K STABILIZATION CL 'I' RIP—RAP ST 20 TONS T �1 SY GFD kIN ST��ET �4PTlST CHURCH r � CLEARING AND GRUBBING EROSION CONTROL FOR CONSTRUCTION SHEET 04 JOHN Ce & IVA R� ROLAND DB 1166 PG 45 PB 8 PG 3 �S AL PARKI�UG LOT� � o � — — � \ � ,,, 2' �,ILL z R�MOVE,lE3C — — � � � \ "`� � �►\\ � � \� � 18�'.\RCP �,\ / I� � I � � � � � � �� r' �� \ \ �'` � � �� I � �, 7� � �,�� , , I , � v � I ��? � R �v�% � � � � 11T� l9ll ASH�AND STl 20' P�iYED `��'/D �C�Q'X�_ _ _ � ��N - , ;�;e��; ��v V,� �' `� .�y::��-',`r-- „ i•i°,��`' � :•��f �� . '� ., �:� ,a; . • ; / ,� , � ,. :� � ., � `� (,� I8�p�" �g�� RCP _ , \ _,--\ �_ � I \ `Y �- ,'' ` �� I► ko / � i �_� � � I — — w � �A� - � I��C o � / / t�/ ' �R� '� / � AI j�l p / � >_�� cPi / � � �< < < IN�/'=786a9 ' � c-, � � � \�>,�< � � � JEFF HAZELTON ISBD � ti z � � � � I I ,� i „ — v� `,, `� �ETAIN ' ` i � � — — — � 8" RCP 1— — � �� L ��=;_h;� o; � / ��`i�k�"i`89,i$3" �'3 � —� � ��/ �,,—�--��/� � �'�� /,�� / � / c� � �� , � � � -e /� / � � � � � �� U ��i � ��` � �� i �, �� a' I //�� ,� � � �� I /// / � �u,1, ' ��-�� ll�� ///, / TO NC 62 -G— — — � N � � � KELLY He WELCH 6p•�o� x DB 1845 PG 2293 Z PB 8 PG 3 & LORENE KING � EXST BRID TO � DB 1206 PG 1313 BE REMOV D � DB 1239 PG 216 PB 8 PG 3 STREAMBAN K STABILIZATION CL 'I' RIP—RAP EST 18 TONS EST 29 SY GFD D ETAI L 1 SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural � 1 �� ,� Fill Ground Q.� p ��o'�e Slope Min. D=1.0 Ft. FROM STA. 11 + 58 TO STA. 12 + 65 —L— RT DETAIL 2 SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural 1 O� Fill Ground 4•� p ��'�a��er Slope F � Min. D=1.0 Ft. B = 2.0 Ft. FROM STA. 11 + 50 TO STA.12 + 65 —L— LT #� � DETAIL 3 RIP RAP AT EMBANKMENT ( Not to Scale) 10'min. CL I RIP–RAP Ditch 1.0'min. /� ' Grade � 1.5 GEOTEXTILE NWS 12+53 TO 12+70 LT 12+55 TO 12+71 RT EST 13 TONS EST 9 TONS EST 19 SY GFD EST 13 SY GFD FROM STA. 12 + 53 TO STA. 12 + 70 —L— LT FROM STA. 12 + 55 TO STA. 12 + 71 —L— RT 0 DONALD R. WILLARD DB 1285 PG 396 PB 8 PG 3 US HWY 3/I z D 0 �� W _ Z � — D � N o I JAMES A. & WILLIE R. CARRELL DB 915 PG 284 PB 8 PG 3 � 18" HDPE _ I � LILLIAN W. PETERSON DB 1212 PG 793 oB �z�z Pc 79a PB 8 PG 3 � � � Q� — 18" RCP i ASHLAND STREET CHURCH DB 2080 PG 1463 PB 8 PG 3 STRUCTURE N0.750416 WOOD & CONCRETE BRIDGE WITH PAVED DECK #� � 15" RCP — xt�T � � Ip nl PDE t� I�m � SPECIAL I"�o STILLING '�' � I I BASIN #1 y ISFD /�� BENJAMIN CHAD HINES DB 2104 PG 542 PB 8 PG 3 STREAMBAN K STABILIZATION 50 25 0 50 100 � PLANS O DONALD R. WILLARD DB 1285 PG 396 PB 8 PG 3 N US HWY 3ll Z D � Z � n w c� z � — D � N o I JAMES A. & WILLIE R. CARRELL DB 915 PG 284 PB 8 PG 3 � 18" HDPE _ _ I w LILLIAN W. PETERSON DB 1212 PG 793 DB 1212 PG 794 PB 8 PG 3 IMPERVIOUS DIKE #2 � � T� < — 18" RCP � IMPERVIOUS �DIKE #1 ASHLAND STREET BAPTIST CNURCN ASPHALT PARKIN� LOT 0 = REMOVE EX. � REMOVE `�I 18" RCP � EXISTING � � BRIDGE � ^r..^.,' i i1Gl-D _ii RHIL r�rvt, ��-� �� 18� — �"�P 18" �P � DI � � JOHN C. & IVA R. ROLAND DB 1166 PG 45 PB 8 PG 3 0 SR l9/l ASNLAND ST. 20' PA ED ROADWAY TO NC 62 ---_�=� ��.--_—� _ —� �DI � �18�RC� �D1��8" RCP �INV-789. 3� I�� CP Qo`` ° RCP � � 0 1 � � � . �_ � �� I � INV=786.90' Iv � i� � I~ o' � rn � � � I SBD m~ � m� I SBD � JEFF HAZELTON � & LORENE KING � DB 1206 PG 1313 D PB 89 G 3 16 BARREL #1 15° RCP — � R[SET fiN- C I ��I � P�E� C � ^ I"� ol IMPERVIOUS '� � DIKE #2 50 25 0 50 100 � PLANS ISFD BENJAMIN CHAD HINES og Z�oa PG 542 PB 8 PG 3 � ASHLAND STREET CHURCH DB 2080 PG 1463 PB 8 PG 3 � , �� a' 3 N STRUCTURE N0.750416 WOOD & CONCRETE BRIDGE WITH PAVED DECK \ STREAMBANK STABILIZATION � ASHLAND STREET BAPTIST CHURCH ASPHALT PARKING i nr 0 FLO DPLAI �I � BENC � SPECIAL "' a STILLING �II BASIN #2 n e � 2G1-D ��„i ih� rv ssG X � �$"� 18" RCP_ 18�1r—'� � DI --- � �,� KELLY H. WELCH N DB 1845 PG 2293 > PB 8 PG 3 JOHN C. & IVA R. ROLAND DB 1166 PG 45 PB 8 PG 3 � SR l9/l ASHLAND ST. 20' PA ED ROADWAY BARREL #2 TO NC 62 --_ -�=�—�� --- ��Tg � __ —� �DI � �18�RC� �DI��" RCP �INV-789. 3' � .�_P � �— - Qo`` ° RCP �LOO L,�,IN �I � I I � BENC �� ,� I � INV=786.90' I� � i� c H I� W' � rn o � ^ I SBD m m� I SBD � JEFF HAZELTON � & LORENE KING � DB 1206 PG 1313 DB 1239 PG 216 PB 8 PG 3 STREAMBAN K STABILIZATION � � r� �' � N �,� KELLY H. WELCH � DB 1845 PG 2293 ~ PB 8 PG 3 SF-750416 RANDOLPH COUNTY CONSTRUCTION SEQUENCE FOR 2@10'xb' RCBC STA. 12 + 81 -L- MUDDY CREEK EAST TRIBUTARY PHASE 1 1. REMOVE EXISTING BRIDGE. 2. CONSTRUCT SPECIAL STILLING BASIN #1. 3. CONSTRUCT IMPERVIOUS DIKE #1. 4. DEWATER CONSTRUCTION AREA. 5. CONSTRUCT BARREL #1, WINGWALLS, INLET AND OUTLET CHANNEL MODIFICATIONS AND STREAMBANK STABILIZATION. b. REMOVE IMPERVIOUS DIKE #1. INLET & OUTLET CHANNEL DETAIL NOT TO SCALE FLOODPLAIN BENCH COVERED w/COIR FIBER MATTWG NG _ — — — — NG CL 'I' RIP-RAP / (INLET & OUTLE� � \ � / ry' CL 'I' RIP-RAP CL 'I' RIPRAP w/ —, (OUTLEf ONLY) NATIVE MATERIAL TO FILL VOIDS CL 'I' RIP-RAP j0' to � (INLET & OUTLET) 0' to 10' Exist. *THE FLOODPLAIN BENCH SHALL BE COVERED WITH COIR FIBER MATTING AND THE PERIMETER SHALL BE LINED WITH CLASS 'I' RIP RAP. IF FILL IS NEEDED FOR THE BENCH, USE CLASS 'I' ALONG WITH NATIVE MATERIAL TO FILL VOIDS. PHASE 2 1. CONSTRUCT SPECIAL STILLING BASIN #2. 2. DIVERT FLOW TO BARREL #1. 3. CONSTRUCT IMPERVIOUS DIKE #2. 4. DEWATER CONSTRUCTION AREA. 5. CONSTRUCT BARREL #2, 18" RCP-III, WINGWALLS, SILLS, FLOODPLAIN BENCH AND STREAMBANK STABILIZATION. b. REMOVE IMPERVIOUS DIKE #2. 7. REMOVE SPECIAL STILLING BASIN #2. PROJECT REFERENCE NO. l7BPe8eRe76 RrW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. Ec-o5iconrsr.o4 HYDRAULICS ENGINEER NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL REQUIRE PRIOR APPROVAL BY ENGINEER. ADDITIONAL EROSION CONTROL DEVICES MAY NEED TO BE INSTALLED AS DIRECTED BY THE ENGINEER. O DONALD Re WILLARD DB 1285 PG 396 PB 8 PG 3 II �: I" ��) � I ��) \ � - ��> \ ' I � I•' ��> I . I" I . . �� \. � � INSTALL MATTING FOR EROSION CONTROL IN THE PROPOSED DITCH LINE. Sta. 11 + 50 to 12 + 65 -L- LT JAMES Ae & WILLIE Re CARRELL DB 915 PG 284 PB 8 PG 3 � � � 4' VINYL F NCE " I I � 18" HDPE I _ — — — — — �I — I �— I I I US HWY 311 � _ RI P-RAP @ E�ANKMENT DETAIL 3 SPEC LA�T� BASE DITCH \ I �SEE D TA� � � I �o � � �� rn I � � � �� 18" RCP -_ � 6�� - � — — — LILLIAN Wo PETERSON DB 1212 PG 793 DB 1212 PG 794 SPEC LAT V DITCH PB 8 PG 3 SEE DETAIL 1 RI P-RAP @ EMBANKMENT SEE DETAIL 3 INSTALL MATTING FOR EROSION CONTROL IN THE PROPOSED DITCH LINE. Sta. 11 + 58 to 12 + 65 -L- RT 15" RCP� � � I 'on � r � — ' CC �, o 'y' �, I I � / ISFD BENJAMIN CHAD HINES DB 2104 PG 542 - W PB 8 PG 3 STREAMBAN K STABILIZATION CL 'I' RIP-RAP FLOODPLAIN EST 20 TONS BENCH EST 32 SY GFD ASHLAND STREET CHURCH DB 2080 PG 1463 PB 8 PG 3 FLOODPLAIN BENCH STREAMBAN K STABILIZATION CL 'I' RIP-RAP � ST 20 TONS T 31 SY GFD � SHLAN STREET BAPTIST CHURCH AS ALT PARKING LOT n 2' SILL �I a ° I � SR l9/l ASHLAND ST. 20' PA�ED �F � 2@10'xb' _ _ ��N AT � $� H � I SBD � � REMOVE EX. I � 18" RC P / I� I C �� REM�Y�� DI 18" RCP " 18"RCP _ � �� u — �— �� RETAI N DI � JOHN Ce & IVA R� ROLAND DB 1166 PG 45 PB 8 PG 3 � —�- .o � - � i� RETAIN TO NC 62— — — — — — — SS — — —G— — �� 8" RCP / 18" RCP 0 0 � INV=789,83' �_ _ I C �l Q �o . j � o /� � I � Q I I� � INV=786,90' � � i� � � C � c.� � Jr� � � o I� � Q � �� / I ISBD � � � . � -, N KELLY He WELCH � 6p•�o� x DB 1845 PG 2293 JEFF HAZELTON � Z PB 8 PG 3 & LORENE KING EXST BRID TO � DB 1206 PG 1313 BE REMOV D � DB 1239 PG 216 PB 8 PG 3 STREAMBAN K STABILIZATION CL 'I' RIP-RAP EST 18 TONS EST 29 SY GFD D ETAI L 1 SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural � 1 �� ,� Fill Ground Q.� p ��o'�e Slope Min. D=1.0 Ft. FROM STA. 11 + 58 TO STA. 12 + 65 -L- RT DETAIL 2 SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural 1 O� Fill Ground 4•� p ��'�a��er Slope F � Min. D=1.0 Ft. B = 2.0 Ft. FROM STA. 11 + 50 TO STA.12 + 65 -L- LT � DETAIL 3 RIP RAP AT EMBANKMENT ( Not to Scale) 10'min. CL I RIP—RAP Ditch 1.0'min. /� ' Grade � 1.5 GEOTEXTILE NWS 12+53 TO 12+70 LT 12+55 TO 12+71 RT EST 13 TONS EST 9 TONS EST 19 SY GFD EST 13 SY GFD FROM STA. 12 + 53 TO STA. 12 + 70 -L- LT FROM STA. 12 + 55 TO STA. 12 + 71 -L- RT P TING DETAILS SEEDLING / LINER BAREROOT PLANTING 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 �/ �' r against the sloping end so that � ' the root collar is at ground level. // _.. . I . /j / , .��%!i\ . , � � : 5. Place a 2 inch layer of well rottedy ' �, � '� sawdust over the roots maintaining / a sloping angle. � ,,. . � �j�i,��/ � i��i///// . .. .. . . �\,�� . . : . . . . . ,,,, : . �/,. �: �:. -T �.� :.�� ..��..��:.: 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 bottorn. PLANTING NOTES: PI.ANTING BAG During planting, seedlings shall be kept in a moist canvas bag or similar container to prevent the root systems from drying. KBC PLANTING BAR Planting bar sha11 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, ii 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. Leave compaction hole open. Water thoroughly.