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Home My WebLink About20180925 Ver 1_Permit Drawings BUFFER_20180703� i aF i�c�t 9 a r�r In��> >1� li Y� r�e n rt � l i;r � iivP�t'�i��l ynibols �_�� l� ��t I F�.r _��v y Conti�l �ne�t � THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF ARCHDALE. ` �) DETOUR ROUTE � � � � V � � O V TO US (MAI N � � 5�'s��'1� ��IF�' ��J�--1� �'�� I ' ��l�l�� 1�`�'��!��,� ��' I��l�� 19S RA1�lDOLPH COU1�lT�' BUFFER DRAWING SHEET 1 OF 5 LOCATI011t: BRIDGE 1V0. 750416 ON SR 1911 (ASHLAIVD ST) OVER DALE CREEK TYPE OF WORK: GRADI11lG, DRAIIVAGE, PAVING AND STRUCTURE BU FFER IMPACTS PERMIT SITE 1 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. GRAPHIC SCALES DESIGN DATA 50 25 0 50 t00 ADT 2011 = 1850 T — 7 % * PLANS V = 40 MPH * TTST =3% DUAL 4% 50, 25 0 50 100 FUNC CLASS = �� LOCAL RURAL PROFILE (HORIZONTAL) 0 SUB—REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY PROJECT = 0.057 MILES LENGTH STRUCTURES PROJECT = 0.004 MILES TOTAL LENGTH PROJECT = 0.057 MILES NCDOT CONTACT: TIM WELCH NCDOT TPMU ��J �� D�S�Po A@BD E6tlC+l FIRM NO. P-0339 2012 ST9NDARD SPECIFIG9TIONS �� 504 Meadowland Orive Hillsborough, NC 27278-8551 Voice:(9t9)732-3883 Fax:(919�732-0'776 JERVICFS wwwsummitde.net RIGHT OF WAY DATE: TRACY N. PARROTf, PE October 2014 PRo�cr sxcrNEen LETTING DATE: BRANDON W. JOHNSON, PE lanuary 27� ZO�S f'ROJECT DESIGN ENGINEER 62 RD.) � sTwTe sT�� Ra�e�T R�N�u�e No. �� 17BP.8.R.76 ST.�iC VNOl.NO. .w.PROl.vO, 17BP.8.R.76 � NA 176P.8.R.76 NA 17BP.8.R.76 NA C�7{i[7�7A Office of: HI'DRAULICS ENGINEER ROADWAY DESIGN ENGINEER P.6. TI.L HCC 5H¢CTS � ESCYUMION PE RiW CONST M= FIRM Li�LN_C Nn: s-oy5u �I`_ ""' FrnnKl:n Rr..�d Fai�� r�, P:i. ?io� i� �.aIJ1 55]--^-13 �.A. �9131 8`,9-��.25a fFPXi Ni� FiFM LIrEIVSF_ Nc: r-i�671 IOIISchcut 9rive.5uits 100 ��ai�;gn. raC 2�r,e�r, fJ191 NSF6n96 :91'_�) �51-n545 iFAXI Il�ff�IEll,IIa""d][NAI3�' Il�]L..�N� DO NOT ['SE POR C9NSTRUCTION N O � Z n O OC fZ') W — Z A � D p O WLET & OUTLEf CHANNEL DETAIL NOT TO SCALE N= •\ — — -�s' ��;`s'o��En---� 1 � joui�r o�'iuiv� N lo lfT B�IVO�t1iLEi1 0' l0 10, � 10' fo yl EHis�. 'THE FLOO�PIAIN BENCH SNALL BE COVERED WITH COIR FIBER ATfING AN� THE PERIMETER SHALL BE LINED WILH C1A55 'I' RIP k4P IF FILL IS NEEOED FOq iME BENCH, USE CLA55 'I' qLONG WITH NATIVf MAiERIAL TO FIIL VOIOS. LEGEND BZ � BUFFER ZONE 1(30 FEET) gZ Z BUFFER ZONE 2(20 FEET) � ALLOWABLE IMPACTS ZONE 1 �� ALLOWABLE IMPACTS ZONE 2 � . __ __ i;.. .__ _ ;j_ � � �-- --- �� __ _ � F': i � � D ETAI L ,�or �o ��a« MULTI— BARREL CULVERT LOW FLOW CHANNEL,SILLS AND FLOOD PLAIN BENCH 'NOTES I�NATIVE MATERIAL CONSISTS OF NJ.TERIAt THAT IS EXCnVATED FROM THE THE STREAM OR FLOODPLqIN AT THE PROJECT SITE �URING CONSTRUCTION. FIP-RAP MAY BE USEO TO $UPPIEMENT THE NATIV[ BED NWTLRIAL IN THE HIGH FLOW Cl1LVCRT �AP.REL.I� RIP-RAP IS � �t�� _�n,--�i cub-l�t",� .�m-n 0-3.� r�s d-OE2If I nJ'. 0 015 i_mp JAAIE$ A. 6 WILLIE R. CARREIL DONALO R, NILLARD � RIP-RAP ��- EM�p.NKMENT :J� DETAIL 3 \ J SPEC LfnT�EESpEEDIATCH �\ � � / �� m% � - SRAcS II IRi�I `"j D N � a VIN I� F��VCE � a I _- J�� u`� IEiF -' � G� � C >E�r� IH' r�O�E � -- —��-- — _ -- -- II L�S HWY3ll _J..__ __ �----� - is°e�F " --- wo —T � GRASS EIF � I� A_I � �•}� � II mo PLAnIT[�SY �� ULUAN W.PETERSON ��' SPEC L4T V DITCH / SEE DETAIL 1 iSFu � / � RIP RAP -:'. / � tMenNi<rnENi BENJAAIiN CWID HiNES SEE DETAIL 3 STREP,MBANK STABILIZATION CL 'I' RIP-RAP FLOODPtAIN EST 20 TONS pENCH °', � a� EST 32 SY GPD ie ti tc.� � h �3 tIR -icmp. M � I:.ip- LIF EIP USED TO LINE THE I-IIGH FLO�"/ CULVERT � BARREL NATIVE MATERIAL SHOULD BE PL4CE0 ON TOI' TO FILL vOIDS AND PROVI�E A FLAT SUftFAGE FOR ANIMAL PASSAGE NATNE MATERIAI IS SUBIECT TO APPROVAL BV THE ENGINEER AND MAY BE SUBIEGT TO � PERMR CONDIilONS. 2) SILLS ARE TO OE 1.0 FT. WIDE, CAST — SEPARATELY AND ATTACHED BY DOWELS. 3) DO NOT SET ELEVATION OF HIGH SILI rH�GH SiLL � ABOVE BANK FUtL. 1 F�000awN BENCH T SILLS AT J INLET AND OUTLEf �� I HIGH SILLT BACK FIL/AfIVE MAi\O SILL HEIGHT LOW FLOW BARREL PLAN VIEW � � �� — � — ;------ _ SITE 1 PROJECT REFERENCE NO. BUFFER DRAWING �7BP.8R.76 RNJ SHEET N( S H E ET 2 O F � ROADNGIN DRSIGN uy E'iF_ � � � SHEE! NO. ENGINEER �SfiLAND STREET CNURCN 1��ll.Il�"�di\r� IPi`�'� �"�...5\\?,� DO NOT t'SF, FO CONSTRVCTTON FLOODPLAIN BCNCN STRUCTUftE N0.i5041b WOp� & CONCREiE BRI�GE WITH PAVEU CECk \ � STREAM6ANK STABIIIZATION JOMN C. & IVA R. ROLAI� CL I' RIP-RAP \ ST 20 TONS m BP.II.K T 31 SY GFD CHu�CH SiGnl � �Sr,LNJ SrkE7 RAfPS7 CHURCH pp'. as ' a�r aaarcimc t�r ove ex. 1 � �2 siu� �� . �� P��P i �� i � 4�' �, F�A�F� � - \ DETAIL 1 PGIF� I %,10 SPECIAL L4TERAL '�' DITCH GRASS �Noiio S�ale� REM�VE� �� P ` �EN'-� S1�x � I Q U �� v � � � _ � .. �-- � —=�--l—w-- i._ p.�°`� —r��n " SR 191i AHUWO ST �-0 FA tG F0�1CiW l -� I Nowra� , D f O $1ope 6round p; Ms 2��10'x6' RETAIN / RETAIN ' � 7U NC o2 — -- –i- =��--�– ,a---- -� " Min. D lA F. - `— L � ` .r � 1�01�� \ / % �— Q - I t, - �/ �� EIF FROM STA.11+58 TO STA.12+65 -L- RT � `�,� RETAIN Il � P'� r,RAS- t'' � �� a��aiN o� �ua,s �� c�, � � <z., DETAIL 2 24 RCP �I� a ^< SPECIAL L4TERAL BASE DITCH 511��.. �� e' I 4.i T _ I Ha� io s�oin� � W : ��' ;�.i m~ '� �� i sRo o_ i� � Na��i � o� � r�� yN � IS.'c:� _ � ,� Gro�,d � A-- v V� � _ "� KELLY H, WELCH Q�� P°��Q ^�.aJ' B Min.D-1.0 Fl. / JEFF NAZELTON Exs'r aRio�To e-z.a F� b LORENE KWG gE REMOV D FROM STA.11+50 10 STA.12+65 -L- L7 srREAnnanNK DETAIL 3 SiA81LIZATION � RIP RAP AT EMBANKMENT CL 'I' RIP-RAP I N�� smie� E5T 18 TONS / �a.m�� .,t — Ci i Rir-anP E5T 2) SY GF� I / L D'i�ch — JEIR Grodc 10'min —15 —'� `�e.F IOO� O� IOO� ?OO� 300� GEOTEXTILE - NWS iz+sa ro iz+�o �r iz��,s 10 iz-n ar EST 13 TONS EST 9 TONS EST 19 SY GFD EST 1S SY GFD SCALE:I'= IOO' FROM STA.12+53 TO STA.12r70-L-LT FROM STA.72-55TO STA.12-F71-L-RT �.. . �. . : . . . . . . . . . . _ _ _ _ . . I I �I I I. . . . . , . : . .. . .I . � . , , � . � .. � � . � . . � : : . �. .. , , . : : . � . � . � . , , . .: :_ . . � _ I Illi� I I -:: ';i: :I II 11 Illli I I I I I1111 I -: I I11 I' nVUU",��i C��tu��UU�fUU�'�� ie�mnnA'sia'ia�inir��nn'��nii�iniia'mn u■��omo��m-��o�a•i��m��ra�``�� o�—��oo�n I■��uNn��=��'li�� fi71� �� I I��V��`!��0� ��I �N��N��Mp��Y=�� C �� M�M�E�' �� I � ��I�I�� ' GIII�I �G�G�� -Dl_SC -E�E -r�►�v ■�i'iu i c�u� �� iiiiii� s�u, .:�!!y,� —��u�a�u�iu� ■�� ::::::�.:::::::. �e::�e:� ��m ��o�� 0�� IG�IMA��N��I��G � � Yy F� .__ FT CFS : YRS FT : : �; � � i � � N Z 0 � Sta. =12 + 65 —L— Lt Q10 =16.64 cfs V10 = 3.4 fps d = 0.82 ft s=1.47% n = 0.035 Liner—Temp. Matting JAMES A. & WILLIE Ro CARRELL �� Hr�F�L �� — — � I � RI P-RAP @ E �A,NKMENT S�E� D ETAI L 3 SPEC L�T� BASE DITCH \ I �SEE D TA�� I � � � � o,:, II� � �� m ��I , D �:� � � i J= —W— --�_ i-;RA�� N W. PETERSON SPEC LAT V DITCH SEE DETAIL 1 RI P-RAP @ EMBANKMENT � SEE DETAIL 3 Sta. =12 + 65 —L— Rt Q10 = 3.24 cfs V10 = 2.0 fps d = 0.64 ft s=1.07% n = 0.035 Liner=Temp. Matting LIP7 ��— -^ E � r=, �,�� n� � �� n!� I� � � �� G F:`�'�� r�-� �� =� � T 0 I'� E R �� l SITE 1 ENLARGED VIEW RR � \ � PDE �� PLANTER�� ' � i � '��''r,/ � _.�.; j � �;� , � -�� P � ��=c� , ,' � J �� ) BENJAMIN CHAD HINES ' EIR (1 STREAMBAN K STABILIZATION CL 'I' RIP-RAP EST 20 TONS EST 32 SY GFD FLOODPLAIN BENCH � ASHLAND STREET CHURCH BUFFER DRAWING SHEET 3 OF 5 z a v FLOODPLAIN w� BENCH �DA— N O �} O ��C��AE ��,�� I��_r WOOD & �i��f�,ICRETE BRID�=E WITH �AVED DEC��; STREAMBAN K STABILIZATION CL 'I' RIP—RAP ST 20 TONS , _ � �F��: .�ST 31 SY GFD ��IUR H S��f�� ,_ . ��l�L,qlV� �TRCET �r'��'T�ST (�i�l�iF'�'l� \ AS�h'A�T F,�RI�;INv �OT `� � OVE EX. I 2' SILL�, zl � � � � �,, P� T�P � «, � �\ � FLAI,� � � �'� �` a Po�F �� I ) ; ,,_, �� v �� '� _ REMOV , II � � � -��8�'�IIII FENC , DI � �, � � � ---- �„- � __ - - �- ��— - � c, �/� /�'// ia`,/-��,q�/�� _`,/o �(�� F';a��(� l�(.��V� � � 2@10'x6' RETAIN / TG - � RETAIN �.��_ — DI i �; -,�I �'� � '� % � �� ^/i J��, m� . .-, � ' �_i .�ti ,z�? c� � �� 7 -. .,, , � � � :\ � — \�oW� RETAIN I � �` RE�AIN �� 24`� RCP �� /�� J � �� c, I � �i: � � i� I LEGEND JEFF HAZELTON & LORENE KING STREAMBAN K STABILIZATION CL 'I' RIP-RAP EST 18 TONS EST 29 SY GFD PROJECT REFERENCE NO. I SHEE! NO. ENGINEER 1 ENGINEER ]��➢.I1�d�N_�I$�' ��,�?�'� DO NOT t'SF, FO CONSTRVCTTON ,,� ��'�� BZ 1 BUFFER ZONE 1(30 FEET) � z� T� BZ 2 BUFFER ZONE 2(20 FEET) EXST BRID E TO BE REMOV D / / � � ALLOWABLE IMPACTS ZONE 1 � � � ALLOWABLE IMPACTS ZONE 2 I 40' 0' 40' 80' 120' SCALE:I'= 40' BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) 1 2@10'X6' RCBC 12+81 -L- X 2685.0 1077.0 3762.0 TOTAL: 2685.0 1077.0 3762.0 0.0 0.0 0.0 Rev.Jan 2009