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HomeMy WebLinkAbout20140069 Ver 1_Permit Drawings_201401230 h U 0 a N 0 See Sigel 1 -A For Irdex of Sh�efs Soe Sid 1-8 For Sfotrd Symbology S# BEGIN PROJECT IIBPeUM -L— STA30+35r0 $pn NO grata S FATE O1[, N RT11[ CAN ,C, 116P,1.R,60 1 DIVISION O ��IGH� ISrAVS, �a,8�ha r��th� 11BP,1,R,60 P,E, 11BP,1.R,60 R IW UTILITIES 11BP,1160 CONSTRUCTION ORANGE COUNTY LOCATION, BRIDGE 070141 OVER TRIBUTARY OF SOUTH FLAT RIVER ON SR 1528 (SAWYER ROAD) TYPE OF WORK, GRADING, PAVING,DRAINAGE, & STRUCTURE 4— TO NC HU 51 THIS PROJECT IS NOT WITHIN A MUNICIPAL BOUNDARY CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD 11 MODIFIED, GRAPHIC SCALES DESIGN DATA 20 10 0 20 40 ADT 2009 = 1300 ADT 2030 = N/A PLANS DHV = NIA 20 10 0 20 40 D = 3% T = 3 % PROFILE IHORIIONXA V - a MPH 4 2 0 4 8 SUBREGIONAL TIER DESIGN FUNC, CLASSIFICATION, PROFILE N RTIMA IOCAI BEGIN e•tiV e v i, "peeis� '�eev r� s P (c��l END BRIDGE -E- STA 12 +68,00 REVISIONS 10 UP PER APPROWD 4: 11REDUS BRIDGE EENGTH FROM 8510 80'. 21 CHANGED fa A MAN BRIDGE TO A 14PAN BRIDGE. PERMIT DRAWING $017A SUBMITTED, 14 -14 W MITfA J; 1141 vo P��Mir D�wiNG SHEE110F 4 TO PERSON COUNTY- -i- END PROJECT IIBPe1,Re60 -jr STA. 1; +100 WHOD AND UPACE WATER IMPACTS HRMIT,: PLANS PREPARED FOR THE NCDOT BY; HYDRAULICS PROJECT LENGTH STVWH VITEHM ASSOCIATES, INC, ENGINEER 1000 IVetl Af orehtad Sl,s Sle, 200, Charlolle NC, 18208 Ne 4icente Num6tr F -0991 LENGTH OF ROADWAY PROJECT 11BP,1,R60 = 0Af8 MILES LENGTH OF STRUCTURE PROJECT IMP,2,60 � 01 MILES TOTAL LENGTH ON PROJECT 11BP,9,R,60 = 0,013 MILES NCDOT CONTACT; VIRGINIA MABRY Transportation Progmm Monageme d PRELIMINARY PLANS m Nor use MR NNERrer9oh INC00LETE PLANS Lb NOT VSe ron e/W ACpUISIrtOR ShfITH- RO WE) !LC miRalphpdhidead Amite; lac, 000 &s16loraheod St,, Sle, 200 Chorlolle,K 78208 hC I kensc Fonher ( 0991 all5T*AHD SPSCffKARONS Pd s10N1r4E& RIGHT OR WAY DATE. _ MIT PERSIANI, PE ROADWAY MARC 012 PROACrmom DESIGN ENGINEER LETTING DAM hW00N K. ABDEWII jARCH 712012 PROOF DENY ENOA'EER Pd DIVISION OF HIGHWAYS STATE OF NORTH CAROM CI NOtty t q gg, r o r Gt rw►deao SrA 0833 END BRIDGE DENOTES TEMPORARY SrA 12 0 IMPACTS IN SURFACE W�R �0 1 DENOTES HAND GRAY, RICHARD B ma �A-0 GEARING 03 3186 PG 403 TYPE III � � TYPE III DENOTES IMPACTS IN q SURFACE WATER 1 ` N 251 �O 46 w ', BEGIN a�PRO�H Sta ', 5 Il +ll,00 BBIDGE RTAIE #1 BANK VA61lI1ATION INel10 Smlo) Remove fxisiin i Ahulmaot and ss 4'min. { 0 AT EIT it �� k 1011a PfFOCE N0, SHEEI NO I E I F 2 J �R��RSa 4 RRMIT V ` SMITH ROWS, LLC P1N SHEEt N0, pO UNAY Oj cN MGI EERS 1 Typo of Gnef- 80 ION (I'll' -Rap STVINpha� hudAsociges,h 1000 Pled 6larchead 8L, `le. 2�0 Cheotle "'Ic 78208 6C 11cuse WU f 591 FRE�I}W RY PLANS ro nor t�¢ ro rossrnucrion BRIDGE "610141 E I F 2 J CATES, JOE EIOY CAiES 1 Typo of Gnef- 80 ION (I'll' -Rap OB 4631PG 136 �� JOE UOYO DD �631PC 136 G ,Mils= 100 s END PROD Cr N9PIR BEGI BRIE BE I IIBPI,R�O' ' L- 'srA 1i +a�Dd L SrA 14 +2DOD '. - L SiA 10 +35 x EL .... _ 51D EL1= 561JJ9 ....... .. RIDGE....' END B L. II, ... I - SrA 12+6D PIS 13 0 P1= ''II +O5� J EL 8614'.. _ EL — 560B � vc =140' i Sb5 vC1140 W K 22 .... 565 K 229 DS = I,IPH DS I..75 UPN X IS (, PROPOSED GRADE E %IS r.._ (- 106211/, 1 + 102/ (b 1 9 , .............. .......... ..... . 7r .BRIDG E REYWEO __— 555 EXISiINGI GRADE ...... BRIDGE �'DRAULIC Off L4N Ile all, OISCN E � b� cFs srA N +o3a y UNCLASSIFIED 9RUCTURE EXCAVATION SEE STRUCTURE PLANS fTYFJ DES�N FREoE 25 �N E = 5 §� S ascNARC YRS Fr EL= 56099 \ ' -12Ya CFS � 550 550 CLAS D RIP R SS �� SEE srRUCTURE, PLANS `� ,F � i ...... I ..._ . '..... _' ...... �,L .. �ASE.FREWE RASE fhV' EIEV �4 C 558 Fr us _ ... aERroFPINC a HpHCE= +� L ojERrONPIRG Ft `. FTs SA�IB K . TRE L NE S� 7rRIP RAP STRUMPE 1195 H1H A 545 ...... ... ...... OAiE OF SUM' .... ; 5- 5.12. . ,545 ..._.... 6NI BLa� ....., 'L- $TAI f5129 WSElEYA110N AT 09E OF SV a 5§3$ JEY fr 55,49'LT � !' LT IR� I EL 555J EL -- 559 5 540 � 540 10 +00 10 +50 11+00 11 +50 12+DO 14 +50 13 +00 13+ 50 14 +00 14+ 50 q PROTECT PfEFRENCE N0. SHi NO . SMIT DRAWING nBP7Rb4 4 +� ENO BRIDLE DENOTES TEMPORARY p ', RW SHEET N0, BEGIN BRIDGE STA 12+6BD0 IMPACTS IN SURFACE Wp��R SMITH.Ro L C RoaDwaroEsm EEroRAt�cs SfA 11 +8B00 '� � � ENGINEER ENGINEER 1 DENOTES HAND Guy, Raw R Z° ��l CIEARING $9 318¢ PG 403 q PREHIMN !RY PG AE'S s � pil � 11 �le8d 38DCIflfC9, dOC �01T m ro S�RUrr�oN NP@ III 1YPE III �\ loop Wes[ E,m eneed Si.. sle.2oo W- y- DENOTpE$ IWAM IN \` churmue,NC X8203 d ti t�. hu SURFACE WATER �\ RC litensc T.bs E 0991 �1�11� \SSe s / I; 1 � �,. �� 1111 �\ �. HYPE III TYPE III GRau 350 Tl S �� �'� i G 11 GRAY, \sm LEE �Q D 4STAN 3786 PG)9� GIN APPRO�'H SIA� PRDACH SLAB i�� x I�i �1 � 9 PG 166 fA 11 +11�1D Him 5KF6 \ 79lJO ,' IG 80PGE REIAlION O FOR 4- OVER M8 OF SOUEH FIAT 09 ` 71 Y • � \ \ � ,. 1, � f � 1 \ t ... 1-T �I ,n nnn /a�4� \ ruirni BRUE'6101411 1 Rounded totals are sum of actual impacts NOTES Rose TIN WETLAND PERMIT IMPACT SUMMARY ETLR D IMPACTS FRCE IMPACTS Hand Existing Existing Permanent Fill In Wetlands (ac) Temp. Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Clearing in Wetlands (ac) Permanent SW impacts (ac) Tamp, SW impacts (ac) Channel Impacts Permanent () Channel Impacts Temp, (ft) Natural Stream Design mft) Site Station Structure No. (Fwffo ) Size IType 11 +612 +00 -L- LT ROAD FILL <0.01 $33 -L- STREAMBANK STABILIZATION 0.01 < 0.01 60 21 < 0,01 0,01 < 0,01 60 21 D TOTALS; Rounded totals are sum of actual impacts NOTES Rose TIN 0 a ti V ti 0 4 See SI 0 FA For InJex of SWs See Suet M For Soedard Sy** SW BEGIN PROJECT 1W.110 STA,10 +35,00 . aT P 6TAT8 vAT plw �a Na I ry%%� STATE OF NO 1TI.R,60 DIVISION OF H:[G1(IWAYS, FrAltuxo rA�aasu � � 110,1,1,60 P,E, 118P,1.R,60 R1W U111ITI6 17AP 7 R All CONSiRUCiION ORANGE COUNTY LOCATION, BRIDGE 070141 OVER TRIBUTARY OF SOUTH FEAT RIVER ON SR 1528 (SAWYER ROAD) TYPE OF WORK, GRADING, PAVING, DRAINAGE, & STRUCTURE -1 _ TO NC EWY 61 N n� `r 4 N U THiS PROJECT IS NOT WITHIN A MUNICIPAL BOUNDARY, CLEARING ON THiS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METROD 11 MODIFIED, V GRAPHIC SCALES DESIGN DATA 20 10 0 20 40 ADT 2009 1300 1 - Aar 2030 _ NIA hl PLANS DHV W NIA 20 10 0 20 40 D 3% kt.A T w 3% PROFILE (HORIZONTAL) V = 0 MPH 4 2 0 4 8 WOREGIONAL TIER DESIGN �( FUNC,C sifICATION, PROFILE (VERTICAL) k LOCAL BEGIN ON �! a �0 1� PERMIT DRAWING SUeCAL 5UOMITTED,1 -1 -14 SU g fAL 115-1145-11481 BUffER DRAWING SHEET l OF 4 � No. I 3 TO PERSON COUNTY —> END PROTECT 11BP,1,R,60 BRIDGE _L- STAY +20,00 fA 12 +66.00 REVISIONS i0 UP PER APPROVED 46 I REDVED ODGE LENGTH f90M 8510 80'. 21 CHANGED FROM A 24PAN BRIDGE i0 A 14PAN BRIDGE, BUMPER: IMPACTS PERMIT PLANS PREPARED FOR THE NCDOT BY. HYDRAULICS PROJECT LENGTH STVIRALPH WHITEHEAD ASSOCIATES, INC, ENGINEER 1000 Well Morehead St., S.e, 200, Dharfaue NC, 18208 NC Lfcenre NOW F4191 LENGTH OF ROADWAY PROJECT IMP-7-R-0 = AM MILES LENGTH OF STRUCTURE PROJECT 17-160 - 0,015 MILES TOTAL LENGTH OF PROJECT 1111P,3,60 = 0.013 MILES NC00T CONTACT: VIRGINIA MARY TraDsp000floA Program bagemen if PRELIMINARY PLANS ro ou E nR CO-OR rnos INCOMPLETE PLANS as NOT OAR FOR RiW APaUETIO,1' L� SMITH ROWI+,ILC 3TVI Ralph Utehcad ABsociats, Inc, 1000 �Vd IMareheod Si., Sle 200 Choda(101 28208 NC License v r r ON 201E SIAMP SPRCIFIGIIONS S1G9 iuRS; P� RIGHT OF WAY DATE, KIT A. PERSIANI, PEPS ROADWAY MARCH 712012 PROJECT yGPIRFa DESIGN ENGINEER IMING PATE, MA "' "AB""I' MARCH 12012 PROJECT DESIGN 90ma Pa, DIVISION OF HIGIDVAYS STATE OF NORTH CAROLINA �p1 TPA a � tiM ,0 7 a. r + Pr iA�d! w END BRIDGE ADAM IMPACTS ZONE I BUFFER BEGII BRIDGE �„W . STA 12468.0 SHEET STA IN 6,00 A«OWABE MAC zo 2 \ GRAY, ROOD 8 TYPE III s 1 TYPE III D8 3186 PG 403 TTF Q I 1i 1YPE III TYPE III GRAU4501L �� TC BEGIN APPROACH SLAB ' 51 11 +7100 1 , END APPROACH SLAB � X Y °� � `+ + RIME SKETCH STA 1260 + '+ OETpE VOWING 000E REIAIIO HIP PJT OR d- OVER 38 OP SOUTH MT RMR �1q.Y Y Y k ]'\ i V EXISTING R91 _ L PM �' F---------- - - - - -y �. P -L- SR 1528 SAWYER ROAD 11� , PROJECT REfERsNCE NO, I SHEET NO, DRAWING 1 OF 4 �G I ° j r LU /� SMITH OW 4 �w NET NO. ROAENGIN �GINM R L ERIGN Sm Uph Utchcad Associates, iac, 1000 West Norehecd Si, Ste, M PRELIMI1' W 107 LASE Ftl RY PLANS CONSTftL'LTION Charlotle, % 28208 6C Llcva Etc °L+ 1.0991 GRAY, SUSAN LEE D6 3186 PG 399 % P6VPG166 z z � � 1 1 1 k� i8'RCP ENISTIIIG RN N 25'50' O BRIXE'6701111