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Home My WebLink About20141126 Ver 1_Permit Drawings_20151215/ ✓P tii ";;; ,,,,,,,,i�, C ':/4r�� na to [I [I ,iii, , ;;. ;�;; rrrrrrrrrrrrrrrrr ,,,,,, „ j rr gdLU!Op1; 5644: 1212 DpvoLz)!ft ; zuuum Qbhfi 2 pd 2 / QspK dd0 I; 5644:1212 QspK ddLt f ; C ehf !Sf qtd n f ou EW ; : 28@125 ODEP U!DpoLbdq Hb(b!Dbm DpokdLps!OEf t jhof S Beesftt; !2131!gsdi !Sjehf!Es Sb4jhi - !OD!38721 Beeltt; ( of ; : 2:181817822 ( of ; Fn bjq hdbjrA odepdhpw I Fn bj DjLzQJpz o; DjLz!pgX jot p.Tb4m DpvoLz)jf t *, (�q za SjW Clot jo)t *;!! Zbeljo.Cff!Eff DBNB!DpvoLz(a Op Q�n bsz!Sf df ju o bd s !!!!!!! NjnhDl f l ODEX R!TLd Ion !,bef y!Op1; 23.: 5.8 ODEX R!Tvodf!X bd Ot tjgdbypo!pQ�nbsz!SfIjuoh!Xbds Qgnbsz;!! D4tt!D Tvggtn f oLbni! Opof Pd fffdIon !Dttjgdbypo;! Opof 414)e *!,h gbjsn f od ; Opof Cvgs!Svtt!jo!Fgdu 003 QspKddgohd 1!Ndtt! s! fli;!!!!!!!. 1/2291n 'ft Tv voeoh!!vboe!Vtf;!!!! Vs;bo- !Cvtjoftt QspK ddCv mV o!Bsf b! bd1* 2151 b6 2181 bd1 UzgjdAspt t !Tf dypo!Ef t dlgypo;!! III!! 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HIGHWAY 67 (REYNOLDA ROAD) AND WINONA STREET ---------------------------------------- TYPE OF WORK: GRADING, PAVING, WIDENING, AND DRAINAGE REALIGNMENT OF ROADS H O ze. � z H � \ O \ rn m � r C \ \ W \ 2O 1 � \ �s �\\3 z. \ r \ \ O \ / / / STATE STATE PROJECT REFERENCE NO. SH EET NO. °Il OTA]L SHIIEIETS N.C. W -52 09 F I STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION 45339.1.6 HSIP- 0067(5) PE 45339.2.6 HSIP- 0067(5) RW/UTILS HSIP- 0067(5) CONST PROJECT ENGINEER WILLIAM A. BLANTON, P.E., P.L.S. PROFILE (HORIZONTAL) 10 5 0 10 20 LETTING DATE: MARCH 17, 2015 PROJECT DESIGN ENGINEER PROFILE (VERTICAL) SURFACE WATER IMPACTS PERMIT c \ \ 20 sS c \ T —L— NNW ��P NNE\ N ID F�W'l N G NNW S 1.1-1-11 INN: I.T. 0 �::-w ENN ENIN 2 8 SITE 2 • , N rN + 29.88 \ -L- Sta.17 + 00.00 \ \ \ END PROJECT y (�3 \ \ Ir INCOMPLETE PLANS IT 1__ b DO NOT US1E 1FOR R//W ACQUISITION PRELIMINARY PLANS ID® NOT US1E 1FOR CONS°1[ RUC°1 ION GRAPHIC SCALES 50 25 0 50 100 DESIGN DATA ADT 2015 = 1850 ADT 2035 = 2775 DHV = 10 % O D = O �0 T = 0 % * V = 40 MPH * o * TTST =_ _ 0 /o FUNC CLASS = COLLECTOR Subregional TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT W -5209F = 0.118 MILE TOTAL LENGTH TIP PROJECT W -5209F = 0.118 MILE y3 HYDRAULICS ENGINEER WILLIAM A. BLANTON P.E., P.L.S. P.E. SIGNATURE: `�3 • , N rN + 29.88 \ -L- Sta.17 + 00.00 \ \ \ END PROJECT y (�3 \ \ Ir INCOMPLETE PLANS IT 1__ b DO NOT US1E 1FOR R//W ACQUISITION PRELIMINARY PLANS ID® NOT US1E 1FOR CONS°1[ RUC°1 ION GRAPHIC SCALES 50 25 0 50 100 DESIGN DATA ADT 2015 = 1850 ADT 2035 = 2775 DHV = 10 % O D = O �0 T = 0 % * V = 40 MPH * o * TTST =_ _ 0 /o FUNC CLASS = COLLECTOR Subregional TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT W -5209F = 0.118 MILE TOTAL LENGTH TIP PROJECT W -5209F = 0.118 MILE Prepared in the Office of: DI VISION OF HIGHWAYS NINTH DIVISION DESIGN/CONSTRUCT OFFICE 375 SILAS CREEK PARKWAY, WINSTON- SALEM, N.C. 27103 HYDRAULICS ENGINEER WILLIAM A. BLANTON P.E., P.L.S. P.E. SIGNATURE: 0� � ° e �Q� qo0Q a Q o o Q 2012 STANDARD SPECIFICATIONS J. BRETT ABERNATHY, P.E., P.L.S. PLANS 10 5 0 10 20 RIGHT OF WAY DATE: MARCH 21, 2014 ROADWAY DESIGN ENGINEER WILLIAM A. BLANTON P.E., P.L.S. P.E. SIGNATURE: PROJECT ENGINEER WILLIAM A. BLANTON, P.E., P.L.S. PROFILE (HORIZONTAL) 10 5 0 10 20 LETTING DATE: MARCH 17, 2015 PROJECT DESIGN ENGINEER PROFILE (VERTICAL) V) Z 0 W w 03 U J 0 u- 0, CN L M � M s L 0 z LD i640 0 �4� U w C V m U \ \ \ Z „ �,A G 0 O OG Zo DETAIL A (NOT TO SCALE) VAD CYIQT r� keyed = V d max = 4' 6' 01 EXCAVATION QUANTITY = 500 CU.YDS. EST. COIR MAT = 124 SQ.YDS. EST. CLASS I RIP RAP = 140 TONS FCT Inn CV r-rnTFYTII F COIR MAT / NATURAL GROUND �J J ry�00 --CLASS __ C LAS III RIP IRAP /G Ifs =0 llL lEX IIFIII IILJI : STA. 12 +13 —EL- STA. 11 + 50 —L— LT � W l III. ]E PLANS P IP I M II Ih Ir I II II :IP ,I KIP Q I 1r0 5calle) PRELIMINARY inirn{ DO NOT USE 1F0 UIll hl n �QD "nccuu� Gcscam d GIlEOPIMXH11_IE - -- ". III. -Icnl I"yI��c= �^u° II_furuu�ir,,:., IES'� ". not '�`�:Dlr�;� �:II_ I_.I..,. .,... / / SITE lam � , pma P P olz\' ' IZOI I r / / / SITE �I N�NR� l� 1 I. I M4o-o'--\- ��p P S MaNp�� QP GR�GO Nq 0 83 G,91,9 Nq 201 G�W& c& \ \S 20 +00 SNO�SE JR W��o DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER SCALE I"=50' PROJECT REFERENCE NO. W -5209F R/W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER INCOMPL]E ]E PLANS DO NOT USE FOR ',/W ACQUISITION PRELIMINARY PLANS DO NOT USE 1F0 CONSTRUCTION P MINIM INNIM RM I "ll" 11M), RAW I ��N G 11M. MINIM I MINIM III N r IMI I� V) Z 0 Lu w CT' CT' 03 CL —j C1 ILL 0, 0 � C-4 L0 CV) C') 0 LD ILL ED U LLI DETAIL (NOT TO SCALE) VAR. EXIST TO 24' �A ,A 0 COIR MAT 0 0 C, NATURAL G 1.5' ...... . .... d - ROUND 0 ............. .. ......... s- 0 ka e � I ----.6,1,ASS y RIP iIP d 4' 6' 'ke)EROIFEXIFILIE: EX A�y N QUANTITY` = 5p . . . . . ......... . AT 1�4 �SQAPS. EST. poi,CU.YDS� EST. CiA TQ14S EST. 100 SY TEXtji E/ �I D III TAI III. IB PLANS KIP 1,/W ACQUISITION I I If0 Scale) PLANS RO I Win I in, N STR UCTION 1 0, G u ade, GEOTEXTILE --- Type of: Jinar= EST. 15 TG: NS III I (;eolexfille z� ES 11', 30 sy FROM SIFA, 112 120 -4EY3-AT SITE 1C . ....... ..... /01100 STA,. 11 T +5 . .. . .... .... ..... ........... . . .... 0 ................ 3 A ............. . 'w A Rtl', ss oC, /M � 6REEK M GLASSI-R�P RAP RIE:TAIN ----- m EX ,Z t E EXISTING IST14II (TYF "'IR AII H (T 1 3 Fx 6'x5 I SON tdlilII GB Yxoo C, 111,41ILE11 Ex'11-1116,R1110:113 oq lilt . ........ Ir cPR j J CD V, < 0- /X, flm, 6�0 --- EXCAVATIQ ELEV. 788.5 E:SIF. 43 1".M.YE1 " ° � -) ,' \ Q�O�' � - �`v < Al ........... /h 19) SITE 1 b jg C, 4 // � % / / / / /� /1I� ? 'N /P4, f V\ \�o A/A D A/c /VA I J PM�R M JR E \50`1 SX CXD ED ED VV EXISTING R/W � H 72! 1 0 E ............ ... .. ... fug TO BETHABARA ROAD QRA F) IE IIIF ,D RAI IN EXISTING R/W E3) O 90\- �- NOV- 20+00 I m DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER 50' 0, 50' 100' -,- �0' SCALE I"=50' PROJECT REFERENCE NO. W-5209F R/W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER INCOMPLEME PLANS DO NOT USE FOR 1,/W ACQUISITION PRELIMINAY PLANS RO DO NOT USE FO N STR UCTION P IMMIN RM I "I" 1,M), RAW 1 ��N G E NNW mm MINIM C O CL N 31 E L Q I 2 I LL 01 O N Lo 3 / 0 c a� E c O L W N CH W CL N U J qD OG LL 0. O N 3 4 M M t � N � L {� O LL a z L (D 40 VW 7 L N �� E !�4 C) ci) 64 4 PROJECT REFERENCE NO. SHEET NO. r W -5209F ROADWAY DESIGN HYDRAULICS �l ENGINEER I ENGINEER INCOly1 P LIE IE PLANS DO NOT USE FOR // W ACQUISITION PRELIMINARY PLANS DO NOT USE 1FO CONSTRUCTION ��P lululmI wT` l I N Mull Mum II�II� 0 Mium !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!X FUWOE!QFSN.U!.NQBDU!TVN N BSZ X FUNBOE!.NQBDUT TVSGBDF!X BUFS!.NOBDUT Tjtf Op/ Ttbypo )Cspn QJp* Trsidursf Tj {f !QUzgf Qf sn bof ou gaab X f uboet )bd* Uf n q/! gaab X f uboet )bd* Fydb\bypo jo! !X f uboet )bd* N di boj {f e! Drfibsjoh jo!X f uboet )bd* I boe Drfibloh jo! !X f uboet )bd* Qf sn bof ou TX! jn gbdtt )bd* !!Uf n q /!!! TX jn gbdd )bd* Fyjt yoh! Di boof m .h gbdtt Qf sn bof ou )gf Fyjt yoh! 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