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Home My WebLink About20170848 Ver 2_SF-960403_SF-960700_PermitDrawings_20171218 (3)_20180110Mv J "'�./ � V •, � V � � O V ��e �heat l A Fo� InJ='x ��t h��ts � 11 �� (�"ll' �*l�� 1��1��J1L�1L�`�'s�� I�1 ��.' ��!�� ' �1��1��s�� WILI�ES CO U1�TY LOCATI011t: BRIDGE 1110. 960403 � 960700 OVER LITTLE CREEK 0111 SR 1302 (CASEYS BRA11iCH RD.) TYPE OF WORK GRADI11lG, DRAINAGE, PAVIIVG � STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT '�o� �v uLv��xl+ � '� v� � ��, �n� \V� ��'��a � � � ,, �' `I' 96040. ',�, SITE : D�I � �� _ � -LREV- + s�rE , � \� �� ii ��. ��s-� � ��, �. ,yl�� E� G /- 17BP.II.R.120 -L- POT STA.10 + 96.00 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. GRAPHIC SCALES 30 15 0 30 60 PLANS 30 15 0 30 60 I PROFILE (HORIZONTAL) DESIGN DATA ADT 2016 = 100 ADT FY = WA DHV = WA � = w,a T = 6 % " V = 25 MPH * (TTST =3% + DUAL =; FUNC CLA55 = RURAL LOCAL SUBREGIONAL TIER PROJECT LENGTH � CULVERT �iA:15+-6d+/- 960700 _ �� SITE 3 / % �O � � � — DEAD � � - D � A� % ��' EN �� , _ � , \J, CULVERT �� - . + 3 +/- IET- PT Sta. I2 + 73.17 -LREV- POC STA.16 + END LENGTH ROADWAY PROJECT DB11B-960403 & 960700 = 0.099 MILES LENGTH STRUCTURE PROJECT DB11B-960403 & 960700 = 0.015 MILES TOTAL LENGTH PROJECT DB11B-960403 & 960700 = 0.114 MILES NCDOT CONTACT.• VIRGINIA MABRY M.4NAGER - PR70RITY PROJECTS UNfT Ir POC STA.17 + 00.00 31�SR5 200� N C� GR\O N PERMIT DRAWING sT"T" ST.+TE �aon'M RBPPNP.NCE NO. SHEET 1 OF 10 �,�-�; 17BP.11.R.120 176PE11� R.120 I SH,COT TOTAI. sxerrs l , UTIL., fLW CONST. MOIINTAIN CREEK CONTRACTORS, INC. 205 EAST CENTRAL AVENUE CATAWBA. NC 28609 � 1223 Jones Franklin Rd. Raleigh, N.0 D606 �j! ETHERILL ��e�se No.F-0377 ENGINEERING Bus: 919 857 8077 Fax: 919 851 8107 TRANSPORTATION PLANNING/DESIGN — BRIDGf/STRUCTURE OESIGN CNIL/SRE DESIGN - Gi5/GPS - CONSTRUCTION OBSEftVATlON BRIDGE'S #960403 � #960700 EXPRESS DESIGN BUILD: DIVISION IIB - YEAR S Prepo�ed for: DIVISION OF HIGHWAYS 1000 BircF Ridge Dr., Ra[eigh NC, 276/0 ZOl2 STAND,9RD SPECIF/CATTONS RIGHT OF WAY DATE: EDWARD G. WETHERILL PE PROJLCT ENGINELR MAY 17, 2016 LETTING DATE: GREG S. PURVIS, PE MAY 17� 2O�G PROJECT DL•S7GN 6NGlNEER PRELIMI11tARY ROADWAY PLA1�S BRIDGE #: S UBMITTAL #: SUBMITTAL DATE: 1PI81E1Ld1�1[I�.a1ff8g' I�1LAN� DD NOT USE FOR CONSTRUCTION diVL �1�1P1L1G�JC'� 1P1L,�N� DO NOT USE POR N/W' nCQUIg�TtON OOCUMENT NOT CONSIDENEO FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEER P.E. 960403 f� 960700 E-003 09 /23 /16 DETAIL D RIP RAP AT EMBANKMENT ( Nof to Scale) 10'min. Ditch � 1.0'min. 1 Grade � 7'S � GEOTEXTILE Longitudinal Slope=l.5 Fiht. Type of Liner= 17 TONS,CL I Rip-Rap Geotextile= 24 Sq. Yds. —LREV— STA. 11 + 50 (RT) DETAIL E INLET CHANNEL TYPICAL �lT TO RT LOONING OOWNSTREAMj �NOT TO SCALE� COIR FIBER MATfING EXCAVATE ON BENCH TRANS�TION FROM CL4S5 I RIP RnP APPRO%.38 UPSTREAM �y WITH GEOTfXTILE OF INLET BED 'G DEPTH VARIES ELEV. 1_396.30' J. TO EIEV - 1,395.80' ELEv.=1396.e' AT PROP RCOC INLET FILL =501L AND SEEDS �l FT. THICK) CWSS I RIP RAP CV55 8 RIP RAP WRH GEOTEXTIIf WITH GEOTFXiILE (1 FT.THICKi CHNNNEL WIOTH VqRIES —BENCH WIDTH vARIES FROM E%ISTING CHANNEL FftOM 0' TO 9.5' BASE WIDTH TO 11' WIOE �SEE PtqN vIEWj �SEE PIAN VIEVJ� C1A55 IRIP RAP WITH GEOTEIRILE 'NOTE TRANSITION ALONG EXfENTS 2:1 SLOPE TO EXISPNG 9ANK SIOPE -CROSS SECTION VIEW- <— FLOW FIIL =SOIL ANO SEEDS EXCnVnTION �i FT.THICK) COIR FIBER MATfING CLASS B RIP RAP WITH GEOTEXrILE E%ISTING GROUND Z' TALL SILL �1 FT. THICK) Est Class B Rip Rop - 16 Tons �o FT Est Soil wiih Seeds - 12 . yd. Est Coir Fiber Mafting - 17 sq. yd. Est CI I RR - 42 Tons Est GeoTexfile Pabric - 108 sq. yd. -PROF�LE VIEW- Es+�oe - ss cu. yd. DETAIL F OUTLET CHANNEL TYPICAL i�T ro zT �oorcwc oowNsrneav�� NOT TO SCnIE� COIR HBER MATfING E%CAVATE ON BENCH CL4S5 IRIP RAP TW.NSITION FROm OIrtLET WITH GEOTE%TILE OF PROPOSED RCBC TON.G. OEPTH VARIES APPRO%.5]' OOWNSTREn OF OUTLFf FROM OUTLFf z ELEV = 139I.3'fa BED ELEV.-1393.3' ELEV. = 1 391.1' FILL =501L ANO SEE05 CLASS I RIP RAP 1� FT. THICK� WITH GFOTEXfILF ClASS 9 RIP ItAP WITH GEOTEXTILf �I FT. THICN� CHANNEL WIOTH VARIES FROM BENCH WI�TH VARIES 11' WIDE AT OUTLET TO FROM 0' TO 9.5' E%ISTING CHANNEL WIOTH (SEE PLAN VIEW) �SEE PIAN VIEWf CU55 I RIP RAP WITH GEOTE%TILE •NOTE TRANSITION ALONG EXTENT$ i:l $LOPE TO fXISTING OANH SLOPE -CROSS SECTION VIEW- EXCAVATION � FLOW FILL =SOIL AND SEED'. COIR FIBER �1 FT.THICK� mATfING E%ISTING GROUND w�5 B RIP RAP ITH GEOTEXIIIE 2' TALL SILL Est Class B Rip Rop - 74 Tons �� F'-rHicK� Est Soil with Seeds - 10 . yd. io Fr Esi Coir Fi6er Matting - 32 sq. yd. Est CI 1 RR - 85 Tons Est GeoTexfile Fabri< - 190 sq. yd. Est DDE - 53 ��. yd. _pROFILE VIEW- DETAIL J CHANNEL REALIGNMENT ( Not to Scale) Naiural Nat�ral Ground \?.� ,L.1 Ground fio� � � � � d Min. D= 1 A Ft. �e� �� Min. d=D B Coir Fiber 6= 4.0 Ft. Matting Est. 26 C.Y. of Coir Fiber Matting Slope=5.0% —L— STA. 16+12.5 TO STA. 16+45(LT) DETAIL H INLET CHANNEL NPICAL �LT TO RT IOOKING �OWNSTREnM� �NOT TO SCALE) COIR FIBER AMifING ON BENCH C1A55 IRIP RAP E%CAVAiE WITH GEOTE%tILE TRANSITION FROM BEO ^I TRAN5ITION FROM ELEV.1403.10 APPROX. NG, /PPROS.50'UPSTRFnrm 50' UPSTREAM TO INLET I OF INLET BED BENCM FLFV. = 1 603.10' ELEV.=1,d0].3' TO ELEV = 140130' FILL =SOIL AND SEEDS AT PROP RCOC INLEf (1 FT.THICM� ClASS B RIP RAP CL455 IRIP RAP NITH GEOTEXTIIE (1 FT. THICK) WRH GEOTEXTILE BENCH WIDTH VARIES CHqNNEL wIDTH VARIES FROM 0'TO 8.5' FROM E%ISTING CHANNEL (SEE PL1N VIEw� BnSE WIOTM TO 10' WIDE CtA55 I RIP RAP WITH GEOTEXiIIE ISEE PLAN VIEW� •NOTE TRANSRION AIONG EXTENiS 7:1 SLOPE TO EXISTING BANN SLOPE -CROSS SECTION VIEW- <— FLOW FIIL =SOIL AND SEEDS EXCAVATION (l R_THICK) �OIR FIBER MAITING tt CLA55 B RIP RAP wITH GEOTEXiILE E%ISTING GROUND 2' TALt SILL (I FT. THICK� Esf Class B Rip Rap - 10 Tons io Fr Est Soil wiih Seeds - 7 cu. yd. Esf Coir Fiber Matting - 24 sq. yd. Est CI I RR - 75 Tons Est GeoTeatile Fa6ric - 771 sq. yd. -PROFILE VIEW- Esr DDE - 92 cu. yd. DETAIL I OUTLET CHANNEL TYPICAL �LT TO RT LOOKING DOWNSTREAMI COIR FIBER MATfING INOT TO SCALf) ON BENCH E%CAVATE CL45S I RIP RAP � WITH GEOTEXtILE TRANSITION FROM OUTLET DEPTH VARIES NG.OF PROPOSED RCBC i0 PRO%. 35' DOWNSTREAM , OF OUTIET FROM OUTLET INV = I 400.30' �o BED FILL =501L nN0 SEEDS ELEV. - 1,398.9' �I FT. THICK� � 0. ��q55 I RIP RAP CV.55 9 RIP RAP WITH wITH GEOTEXTILE GEOiEIRILE �I FT.THICK� BENCH WIDTH VARIES CNANNEL WIDiH VARIES FROM FROM 0' TO 8.5' 10' WIDE AT OUTLFf TO �SEE PIAN VIEW� EXISTING CHANNEL WIDTH C1A55 I RIP RAP (SEE PLAN VIEW� WITM GEOTEMILE 'NOTE TRANSITION ALONG EXTENT$ 2:1 SLOPF TO EYfSTING BANI( $LOPE -CROSS SECTION VIEW- <— FLOW EXCnVATION iILL =501L AND SEEDS COIR FIBER I� FT, THICK'. MATTING ) EXISTING GROUND w�SS 9 RIP RAP ITH GEOTEXTILE 2' TALL SILL Est Class B Rip Rop - 9 Tons �� " 1HICK� Esf Soil with Seeds - 7 yd. io Fr Est Coir Fiber MaHing -�76 sq. yd. Est CI I RR - 34 Tons Est GeoTextile Fobric - 79 sq. yd. Esf DDE - 41 ��. yd. _pROFILE VIEW- DETAIL 960403 (NOT TO SCALE) SKEWED MULTI-BARREL CULVERT LOW FLOW CHANNEL,SILLS AND FLOOD PLAIN 'NOTES: 1) NATIVE MATERIAL BETWEEN SILLS IN THE CULVERT SHALL PROVIDE A CONTINUOUS LOW PLOW CHANNEL. NATIVE MATERIAL CON515T5 OF MATERIAL THAT IS EXCAVATED FROM THE STREAM AT THE PROJECT SITE DURING CONSTRUQION.ONLY MATERIAL THAT IS EXCAVATED fROM THE STREAM BED MAY BE USED TO LINE THE LOW FLOW CULVERT BARREI. RIP-RAP MAY BE USED TO SUPPLEMENT THE NATIVE MATERIAL IN THE HIGH FLOW CULVERT BARREL(S�.IF RIP-RAP IS USED TO LINE THE HIGH FLOW CULVERT BARREL(S), NATIVE MATERIAL SHOULD BE PLACED ON TOP TO fILL VOIDS AND PROVIDE A FLAT SURFACE FOR ANIMAL PASSAGE. NATIVE MATERIAL IS SUBIECT TO APPROVAL BY THE ENGINEER AND MAY BE SUBJECT TO PERMIT CONDI?IONS. 2) SILLS ARE TO BE 1.0 FT. WIDE, CAST SEPARATELY AND ATTACHED BY DOWELS. 3) TOP OF LOW FLOW SILLS SHOULD MATCH STREAM BED ELEVATION IN LOW FLOW CHANNEL OF STREAM. (THALWEG) 4) DO NOT SET ELEVATION OF HIGH SILLS ABOVE BANK FULL. 5) NUMBER OF SILLS DETERMINED BY THE ENGINEER. FLOOD �N� J �, BENCH e I ...�...— 1Hp�wEG L ./ .. _...� • �-11.0' —�1 FILL WITH NATIVE M TO SILL HEIGHT ' 0 F�L NI � I -3" SILL (fYP.) 5.0' SILLS AT INLET AND OUTLET Tq 1 � F \� FLOOD PLAIN I e BENCH L \re_ ,� ` rna�we� �._3,.� ...—...� NUMBER OF SILL5=10 ON 10.5 FT MA% CENTERS FROM DOWNSTREAM SILL PLAN VIEW Fi�J JJ��' PERMIT DRAWING SHEET 2 OF 10 DETAIL 960700 �NOT TO SCALE� SKEWED MULTI-BARREL CULVERT LOW FLOW CHANNEL,SILLS AND FLOOD PLAIN 'NOTES: 1) NATIVE MATERIAL BE7WEEN SILLS W THE CULVERT SHALL PROVIDE A CONTINUOUS LOW FLOW CHANNEL. NATIVE MATERIAL CONSISTS OF MATERIAL THAT IS E%CAVATED FROM THE STREAM AT THE PROJECT SITE DURING CONSTRUCTION.ONLY MATERIAL THAT IS EXCAVATED FROM THE STREAM 8ED MAY BE USED TO LWE THE LOW FLOW NWERT BARREL. RIP-RAP MAY BE USED TO SUPPLEMENT THE NATIVE MATERIAL IN THE HIGH FLOW NLVERT BARREL(S). IF RIP-RAP IS USED TO LINE THE HIGH FLOW CULVERT BARREL(5�, NATIVE MATERIAL SHOULD BE PLACED ON TOP TO FILL VOIDS AND PROVIDE A FLAT SURFACE FOR ANIMAL PASSAGE. NATIVE MATERIAL IS SUBIECT TO APPROVAL BY THE ENGINEER AND MAY 8E SUBIECT TO PERMIT CONDITIONS. 2) SILLS ARE TO BE 7.0 FT. WIDE, CAST SEPARATELY AND ATTACHED BY DOWELS. 3) TOP OF LOW FLOW SILLS SHOULD MATCH STREAM BED ELEVATION IN LOW FLOW CHANNEL OF STREAM. (THALWEG) 4) DO NOT SET ELEVATION OF HIGH SILLS ABOVE BANK FULL. 5) NUMBER OF SILLS DETERMINED BY THE ENGINEER. �NPLWEG C r-10.0' �i SILLS AT INLET AND OUTLET •� BACK FILL WI7H NATIVE MATERIAL TO SILL HEIGHT $ILL SILL `TB�iB 1' 1' FLOOD PLAIN NUMBER OF SILL5=3 BENCH ON Ib Ff - 6 IN CENTERS FROM d5 SILL PLAN VIEW OD PL41N BENCH ■f�w��.�ir ----�—,-�— ■iu,r.►n�rmnr ii�� i�� ■IlJI:<!l�IuL'a I ��3!]� lL=====_=�� 11■v��■� ■■�,■■�■■■� 11■1'71lJ■IL_'y�[!L' �llll■■■ ��:�: C�a:"'.�:��--�'.�'��:::: ��._��...�� 11■ I�rI iRa■l��1'�'1�■■■� I■■■■ II��E3�!f1 ��I�� Jl�l ■■ I r]ir;�1C�� ' �s::C� .B�:�C: . GG:GG:CiiiiiiiCi C C::: : : :: :: C Q�C� �� u� � ., . . .. � ��` ■f�w��.�ir ----�—,-�— ■iu,r.►n�rmnr ii�� i�� ■IlJI:<!l�IuL'a I ��3!]� lL=====_=�� 11■v��■� ■■�,■■�■■■� 11■1'71lJ■IL_'y�[!L' �llll■■■ ��:�: C�a:"'.�:��--�'.�'��:::: ��._��...�� 11■ I�rI iRa■l��1'�'1�■■■� I■■■■ II��E3�!f1 ��I�� Jl�l ■■ I r]ir;�1C�� ' �s::C� .B�:�C: . GG:GG:CiiiiiiiCi C C::: : : :: :: C Q�C� �� u� � ., . . .. � ��` PERMIT DRAWING SHEET 5 OF 10 CU LVERT 960403 �-� oo �-�, 50 �-�, oo �-� 0 50 , o , 0 2 0 i- - -- - - I : �, -: 'i_ _-_'i_ 'i 'i _'i_ '� �i - - _ I_1 1 __ _i_i i i i i i r ; i . �� . �_i . �_i i . _i . � _ _I_ _ I I_I�I�C�_ -CJ I _ _ - __ - - - -- - .- i L_E�/ �. t. 1 o � II I I � I i I �; I i � � i j i I i�. �I_ _I I-i I i - �� i �-- i �- _i �-_ i �-_ i �� I I _ ISK � 1� '�O,�r, "—I I__i I I� �I_J I i�_�I I I U_— i�I LI I��-I � � I_ _- __. -- 3 � t.r ' C fs B� `�,-- � � l _ T I I I_ B�1 IE . 1 �� 1� 141 II` IGYELED j HW; ��LT �O51f S R L Lb �_� z �-i: C� -- _. - -_. -- - _ _ _ __ .. , HTM05T BAR KINGI- EJW �TR �AM Q.SILC� i __ ___ i � � � � l_ i_i i I_ I_ i i P�� ' � � �, i i_�_u_I �_u_i - -. -- I -- - . =1,401.1 � � i ; i� � � i i i i - - I _ I� ___ _ -- -- ' . . =�4�� ----!_ � -�-- I_ I_ I I_ I I I I I I I I I I I I I I -- ' ---- � 1410�� _ I_ ��I �I___i li �, ._ � , i 2 1i _R FL� TT Ri_ IPE I _ --- -- - --_ , ; LOW�ST ADJACENT GRADE E EV=1 403.0 '� -- - -- � I I f I - � �LTT�OI A�LI N/v�E�! �- �. - __ _ _ � � I I(AT BLOCK D ELLfNG) �� I� .�TT�� 1 I � � f .____ -_ ___. 1 i TB RT I I � I ! � ! � _: -I I I 1_ I I I I I I I_ I _ I_ _ -_ _ _ I ,1� I � �� g�� Q � I :_�._..- i �� , , � � I� _ � . j]- -. T� TIIB __f�EM1l Y� . _I I I � I ;� � ,, I � I � � - - - ,. . i , i . - - � �I �OO ��_ I___ f � I I I I I, .�.. f- I I I I I��. ...! ...� TB LT �� i i I -- . - -._. , � _ - . . . I i.. I � � , - .... i : _ - � � II I I-� I f_ . _I- - _.• � I i[ 7=. _ I � I � - -- _I_I I. i� i_ i . ( I I --1- ' -. - - _ _ _I- � � I - . , f � I I - �I II �I I I I �I.. I� � � � . ... � , � �I,��C7,fiL ��'T�� i _ . _� ,� , .r � ,�-� � � � EXI� , !� -- - � � � _ ��B� �T �� _ �- r� I � 7��' �� ! � � �-r--rT.. � .n-r � - � � � � �� STI_�I� � TRFAM �� BED �, _i � - - - '-- .,. I _ - --- _ � � I. � I- I_ _ i_I�_-,_I�_-,_�_�,_I�_�,_I� I I I ___ ___ i_ I_ i 1� �, � � � I�I-i� ��I i �� ' �— C��I_ ' ��- �- �- � I��I — ____ _ _ � — i_ ' I I I I I I I ---I_ _-I —II_ I_ L _. __— — --- — I� ` WS PROFILE DATE OF iS E� 2I 6� __ _ —= II__ +i2:961�T. _ —--- -- I� I� � ---- -- _ _ -- -- --- _ �i �" ' � M -- - --I- I- - I I I I � l_ _ � � �. I I li I� I- - -- _ T E�CI TIN Bkl� R � 1/� 1¢) = 1, 93.2' i i'--- M/'S ( O � SUi � I I f_ I 1-- I �E U� RE � FA E I I I I 1. I__ i I i i I I i i I I I I I i 1�1� I I I I I I I �: _ _ _ _ 1380 � � - � �� _ _ _ _ _ _ _ _ _ _ ii _ �� 'i -i-i-� - -- - --- -- -- ---- -- --- -- -- ---- - - �- :_i = -Ci - -- - - -- 'i - - . -- --- --- ------- ------- --- -- ---- , -- -- —_ PROFI�E�, � ��A � — _ , , , '' �'' U� RE ' _ _ — _ _.—.�.— _ � II� I� � _ _� _ _ _� _ _� _ _� _ _� _ _ _� _ _� _ _� _ _� _ � � _� � � � � � � � �I 'C� I�I C�',-�TR�J — � � �,— ;— ;-- ,--- ;--- , — ;--- ;-- ,— ,--- � _�_� __ __ �� _- __. PERMIT DRAWING SHEET 6 OF 70 CU LVERT 960700 (-)15 0(-)10 0(-) 0 � 5 0 1 0 1 0 _ _ - ---- -- — — � � � � � u - -- ! - - ! -- --- - - _ __ _i- �ii�� i I �_��_ I _- ---- +�--=--- ------..__ I-LREV- S7 . 15+79 � I � I i I� I�� i I I i, I I,I I� I_ _.I -.- --- ! ____._--_--� - S KEW 45 0 0' 00' I� I I I I I I I I I WI H 1�S1 LS oLEFTNI S T ARREL LOOICIN RI DtJW�STREA RE'i � OOK,INIG � , ` I I ' L, OWNSTREAM BURI�D ,1, ._ I III I _. .. � 1�1 21� S. �:S I I I I � I I _ ��2IO ---- --� ,-- PROP. GRA E�= 1,407.7 � I I I I i I I I I II � II I I I I I i I I I � _,, i �I ii�ill i i � i I I �_: i 25YR1 W.S. EI,EY.=1, 0 --- � II -I-II � ��I^� I I l .� ! 1 . . . . =�,4 _ PRORQSI� I OA Y �CTIO � !� - - -- -- - -- - - - � I _ _ �� _ , i 6 � ; - -- ; _ � _ �� , ' � . . EXISTI G BRIDGE fT0 B� IIRE�I Iv � � _ _ _ _, � � - -- � -- - -- - - - 5 - I � ! - - -- - -_ I - - - I I __ __ _ I__ __ __ �IORMALLA7IT�� l� � - - � ' ' -- ----, _. ,� I_ I i _ _ _ _ _ ��' _�� i� � _ � 1--�-I �� _ I �_ rd�U�1.�1 �� I � � I I � 1-I-�� 1� ECE1�THtGH � - - I' _ _ EL�D� -- --ATT6R--JU3 ATI �i _ I � I I I I I I I - -' — -- - - - --- _ - --II I I- -- -- � �QY�1'E�LADJACFL�LGB�4 D�ELEY 1_4 �� - � i I I --- �' I� ��T BL CK_QWELLIN�)-1 _ `_ I_ I � _ . �_ 1 I I I I I I i i-i,l � __ -. -�� _ �- I i I I I I I I I I I I � � -- I- � T LT I- - - -- — ,, � � �-___ II i . i i i � TB-I�T�_`- ....: ... -y� � � -1 - - I � -�j �,��'�� -��' i��ti -i � I I __I_ I � 11 I I I I II _I_ I _� � I I I I �� i-I � 40 _ -- � � _ �_ � � � � � � i i i i � i i� i_�i__ i i i _ _ ___ ___i_ i i i � I� I � i I I I -- f -I- I�- -�- - I_ WS PR FILE (6ATE �IF SU �EYI-�22_- Ol I_ I_I I� I I' ------ � � —�--- � i � � I � I, - � � i li i li i li I � I I s=�a =r�- �- ___ T= , N — - -- — � � , i, I x�rR�� . i � �_ a��v��zz _ o�_- 140�.� � � I � I I I I I - _ j � �� APPR�X4MATE6�' 21 FT UPSTR€ 4F EXISTI G BRID�GE UPS R€AM FAC€ �' � � I� I I I I I . _ - --- __ _- -I �. I -_ 1 I . I � � - - - O ! _ I I —,_._._. . �L� .- - + - 1 --- . _ . _ __ . I I I I i - i_-_ ',----_ _--_-_� I �__I_u_ I_�� I �J_ I_IJ I -'-�-�-�-'-�-�-�-'- �- - - � 1�9 - t - - - �- I I �� I _--- � � -----� - -- - -- - - � - � _ __. --_ _ _ __ � _ _ _�-- � �--�_ i i _ -- _ _I _ I: : _:: _ : ___ ; - � _ __ , - � I�i ii I 'i III I i � _ - I, � � � i i i__ i � - � - � � � � � � � � � � P��f l�E�, ��ALC�.I STRU CTU RE � � � � � � � � � � �- �-,- ---- -- --- -- --- --- — — — —_ I � I I I � i I � I I I i I I i i � �T - � - �- - �- �- - �- - � ---; ---; -; ---; --�- PERMIT DRAWING SHEET 7 OF 70 CU LVERT 960700 DETOU R CU LVERT CONSTRUCTION SEQUENCE BRI DGES 960403 & 960700 PHASE 1 NO. SHEET NO. ) EC-6/CONST.4 PERMIT DRAWING SHEET 8 OF 10 REIEASE FOR CONSTR UCTION DATE: 9/7.5/17 1. INSTALL SPECIAL STILLING BA51NS AND IMPERVIOUS DIKES 7& 8. INSTALL GEOTEXTILE �N STREAM BED THEN LAY 24" TEMPORARY PIPE NO. 3 AND BYPASS PUMP. INSTALL TWO 66" CSP'S AND TEMPORARY HEADWALLS. 2. CONSTRUCT DETOUR ALIGNMENT AND SHIFT TRAFFIC ON TO DETOUR ALIGNMENT 3. INSTALL SPECIAL STILLING BASINS, IMPERIVOUS DIKES 1, lA, & 2, LAY 24" TEMPORARY PIPE NO. 1 AND BYPASS PUMP. ALSO FACILITATE "TEMPORARY PIPE TIE" FOR 24" CSP DETOUR PIPE SYSTEM. 4. REMOVE EXISTING BRIDGE 960700 AND BYPASS PUMP UNTIL BOTTOM SLAB OF CULVERT 960700 IS IN PLACE. 5. CONSTRUCT THE BARRELS OF PROPOSED CULVERT 960700, THE WESTERN WINGWALLS OF 960700 AND CHANNEL IMPROVEMENTS ON THE LEFT BANK AT THE DOWNSTREAM END OF THE CULVERT. 6. REROUTE 24 INCH TEMPORARY PIPE NO. 1 THROUGH CULVERT 960700. 7. INSTALL IMPERVIOUS DIKES 3& 4. BYPASS PUMP UNTIL BOTTOM SLAB OF CULVERT 960403 IS IN PLACE. THEN LAY 24" TEMPORARY PIPE NO. 2 THROUGH CULVERT. NOTE: ONLY A PORTION OF CULVERT 960403 WILL BE CONSTRUCTED IN PHASE 1 UP TO THE NOTED CONSTRUCTION JOINT. 8. CONSTRUCT BARRELS OF CULVERT 960403, THE WESTERN WING WALLS, AND THE UPSTREAM CHANNEL IMPROVEMENTS. 9. CONSTRUCT —LREV— ALIGNMENT. CECIL E CLARK AND WIFE. . PAUL C. BREDEN AND WIFE. VO CONSTANCE S CLARK 5��; �,�t_� `' LOUISE C. BREDEN :,�� _ qF; �- \_ r� A \h � � � �� ;-' F $ �.✓ \ \ \ ��r; \\ �m II �Z �\ \ \, ` \, C Z`" ` \�I � \ \ �� c - = � � - _ � � �� , � � � �� , � � �,=`.�s \ �✓S`, \ � J A � �'�' r _ ' '"� s. \ � NLVERT i 960403 W00�� ;�' y. � Fi a ��, ONSTRUCTION FU V' � -� _. ,, oi r "'� F_� � �\ � ` � ; S /�— '�$ . � _ 15��_ —�� ?! ._r'��- r � � �5� � � µa > - ..- -.. " ,;, '�.-, W�j�JI)� Z IMPERVIOUS -� DIKE 4 Q �� s� �� s � h��,� � �� ;��,� - � - - �Q o �� i�a��:�iic �;cA��= �� P� T;�j ERIK K. & MARIA L. DIXON i� � � 960700 5�� WOUDS ��— � us '/'�� \ , � �it;_1� i ��- t . � f� � _ �o�t�-'��s, , �i" � � r � ; 31_'K n ��I�� -\ � � a �s� ' i+ � Exr�r�� _ ----------- - � = Y � - < _ � � 24 INCH I �� C TEMPORARY �' �- _ �,;�� ' � PIP N 7 _ .,� L C � -- -. .-. yy . , 4�' �! �� 2GISpP. � � BDO; /.; � \ � �/�� TEMPORARY � i. � C\ PIPE TIE ,; � IMPERVIOUS � DIKE lA IMPERVIOUS DIKE 7 I rDET - PT Sto. I2+03A3 f1CT _ ppl� CIn 1!1 a.a Z R� s� � � �� _ �� -�-_ �/ � I �� i=�:. _r RY � ��` Wi)�-i��-�' i - ,-� W�uC?'S _ �.� �-��' . � EX�c1W� R/W , r _ ��— . �ti� � _� ��.�' �" / � . . L �i= — — � (1 �` I, y i�AD w I ��ra� ��W � , —' � %ExisTu�i� Ri END /� �;� / y/ � DIKE S 1 t�u'� - - U' '� (2) 66" CSP � �_ jT4fl- fJ-B1J ,.,&fEp) .. �_ TEMPORARY HW ncr _ or cf„ i �� CULVERT CONSTRUCTION SEQUENCE BRI DGES 960403 & 960700 PHASE 2 1. SHIFT TRAFFIC FROM DETOUR ON TO -LREV- ALIGNMENT AND REMOVE DETOUR ALIGNMENT AND ASSOCIATED DETOUR DRAINAGE. 2. CONSTRUCT IMPERVIOUS DIKES 5 AND 6 AND RECONFIGURE IMPERVIOUS DIKE 2. (REMOVE IMPERVIOUS DIKES 1 AND lA FROM PHASE 1.) RECONFIGURE 24 INCH TEMPORARY PIPE 1. TEE IN 24 INCH TEMPORARY PIPE 3 IN TO TEMPORARY PIPE 1 WITH A TEMPORARY PIPE TIE. 3. CONSTRUCT EASTERN WINGWALLS OF CULVERT 960700 AND CONSTRUCT REMAINING CHANNEL IMPROVEMENTS OF CULVERT 960700. IN ADDITION, COMPLETE CHANNEL REALIGNMENT OF TRIBUTARY AT OUTLET END, RIGHT BANK OF 960700. 4. REMOVE IMPERVIOUS DIKES 2, 5& b AND 24" TEMPORARY PIPES NO. 1& 3 AND ESTABLISH FLOW THROUGH CULVERT 960700. 5. REMOVE EXISTING BRIDGE 960403. b. CONSTRUCT REMAINING PORTION OF PROPOSED CULVERT 960403 WITH EASTERN WINGWALLS AND DOWNSTREAM CHANNEL IMPROVEMENTS. 7. REMOVE IMPERVIOUS DIKES 3& 4, 24" TEMPORARY PIPE NO. 2, AND SPECIAL STILLING BASINS. ESTABLISH FLOW THROUGH CULVERT 960403. 8. FINALIZE CONSTRUCTION OF -LREV- ASSOCIATED DRAINAGE. � �. ��; , PAUL C. BREDEN AND WIFE. , CECIL E CLARK AND WIFE. LOUISE C. BREDEN �'� �s� VO CONSTANCE S CLARK 5"��n'`� z �� - � 9 � � N � � �� / %.�r' a 9 A �c�;`�-, � . � � NO. SHEET NO. ) EC-7/CONST,4 PERMIT DRAWING SHEET 9 OF 10 RELEASE FOR CONSTR UCTION DATE.• 9/7.5/77 v �� n �' � �a �P h t�' i_r' F i=i' - � - - �Q O �� RAP:�IIC ';CAL�= �� -n = Ac� -Nr� WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 -LREV- 11+50 RIGHT BANK STABILIZATION < 0.01 15 6 2 -LREV- 12+64 TO 14+37 CULVERT 960403 0.02 < 0.01 108 10 2 -LREV- 12+64 TO 14+37 BANK STABILIZATION 0.02 73 3 -LREV- 15+37 TO 16+27 CULVERT 960700 < 0.01 < 0.01 45 3 3 -LREV- 15+37 TO 16+27 BANK STABILIZATION 0.02 88 3 -LREV- 15+37 TO 16+27 JS Parallel to Roadway < 0.01 < 0.01 38 10 4 -DET- 11+10 JS Perpendicular to Detour < 0.01 71 6 TOTALS*: 0.08 < 0.01 438 35 0 NOTES: SITE 1 Dewatering Length = 6' (Existing Channel Impacts Temp as indicated in table above) SITE 2 (Brg 403) EXISTING BRG 1@ 25'7" Single Span Bridge @ 112 degree skew; length along stream 22' PROPOSED CULVERT 2@ 11'x5' RCBC; Length = 108' SITE 3(BRG 700) Dewatering Length = 10' (Included in Existing Channel Impacts Temp in table above) EXISTING BRIDGE: 1@ 18'10" Single Span Bridge @ 56 degree skew; length along stream 20' PROPOSED CULVERT: 2@ 10'x5' RCBC; Length = 45' BANK STABILIZATION: SITE 2: 960403 Length = 73 Ft.; SITE 3: 960700 Length = 88 Ft. SITE 4 Dewatering Length = 6' (Included in Existing Channel Impacts in table above) 2016 09 09 *Rounded totals are sum of actual impacts