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Home My WebLink About20210209 Ver 2_Haywood 237_17BP R177_Permit Drawings_edits Oct 28 2021_20211102 r I Co See Sheet 1A For Index of Sheets (Not Included) wom"& O See sheet 1B For symbplogy sheet STATE OlF NO]E��["H CA ROLL N A DIVISION OF lH W H[WA YSN 17BP.14.R.1771 1246 17BP.14.R.177 WA PE 17BP.14.R.177 WA ROW & UTILITY ' SCH. HOUSE BRANCH RD- HA YWOOD. COUNTY N PROJECT E • LOCATION L LOCATION: REPLACEMENT OF BRIDGE No. 237 1� PERMIT DRAWING I r A • Pisgah OVER SORRELLS CREEK SHEET 1 OF 5 National ON SR 1129 (LITTLE EAST FORK RD) ' CoTYPE OF WORK: GRADING,DRAINAGE,PAVING, TRAFFIC CONTROL, 1129 BRIDGE AND RETAINING WALL qp a • LITTLE EAST 83 L FORK RD. WETLAND AND SURFACE WATER IMPACTS PERMIT V I E VICINITY MAP BEGIN TIP PROJECT 17BP.14.R.177 ' M� L- STA. 10+70.00 N O 75% SUBMITTAL PLANS I � � BEGIN CONSTRUCTION I a -DR1- STA. 11+70.00 I •- L 1�, END BRIDGE -L- STA. 15+26.30 I m L TLE EAST FOf K ROAD I �I /\ -DR1; _r 0- Al. NO OUTLET '�'�— �n --- •„ _ R� CC .K am, � m RELLS In I n ` o I L .�, 0 �. I o BEGIN BRIDGE O ` �♦ rn -L-STA. 14+73.70 S \ END TIP PROJECT 17BP.14.R.177 / N\oe BEGIN CONSTRUCTION L- STA. 19+51.00 90 CLEARING ON THIS PROJECT SHALL BE PERFORMED -DR2-STA. 11+72.00 `�f'' 65,'S'O C TO THE LIMITS ESTABLISHED BY METHOD II. NO CONTROL OF ACCESS ON THIS PROJECT. O F rm�omptmra Pld I _ o NO MUNICIPAL BOUNDARIES ON THIS PROJECT. IRIT UBB RJ0.0.IN ApDUlfl I a� DOCUMENT NOT CONSIDERED FINAL O UNLESS ALL SIGNATURES COMPLETED C • • C 0 PREPARED IN THE OFFICE OF.• GRAPHIC SCALES DESIGN DATA PROJECT LENGTH HYDRAULICS ENGINEER o_ WSP I In DD q D 434 Fayee eville S.—,Sui,e 1500 Raleigh,NC 27601 C ADT 2015 = 850 VPD Tel.(919)836-4046 mw —p-ph.— g 50 25 0 50 100 h en,e No.F-0811 ADT 2035 = 850 VPD LENGTH ROADWAY PROJECT 17BP.14.R.177 = 0.157 MI FOR THE NORTH CAROI.INA DEPARTMENT OF TRANSPORTATION I � PLANS DHV = NA % LENGTH STRUCTURE PROJECT 17BP.14.R.177 = 0.010 MI 2018 STANDARD SPECIFICATIONS P� D = NA % RIGHT OF WAY DATE. RONYELL THIGPEN, PE SIGNATURE: ,n 50 25 0 50 100 o �y T = 6 ova TOTAL LENGTH PROJECT 17BP.14.R.177 = 0.167 MI PROJECT ENGINEER ROADWAY DESIGN i PROFILE (HORIZONTAL) V - 30 MPH LETTING DATE. HOLLY CHRISTENBURY, PE ENGINEER PROJECT DESIGN ENGINEER o�Q 10 5 0 10 20 Imo r , SUB-REGIONAL TIER ADAM DOCKERY cli v PROFILE (VERTICAL) NCDOT CONTACT. P.E. I \..V1 DIVISION 14 BRIDGE PROGRAM MANAGER SIGNATURE: N�� r________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ i C _ O_ PROJECT REFERENCE NO. SHEET NO. m r --_ ______ r4Rm ROADWAY�IGN SHEET NO. HYDRAULICS / 8 ENGINEER ENGINEER 20 INI�OMP D PLANS DO NOT USE FOR /W ACQUISITION S R L EEK DENOTES TEMPORARY IMPACTS IN SURFACE WATER 'D `vl DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DENOTES IMPACTS IN FT X— r�JT'S8'E SURFACE WATER BADE(TO F S g 0 DRA _ _ _ 198 I 434 Fayetteville Street Suite 1500 ?999?•E DENOTES IMPACTS IN Raleigh,NC 27601 -919.836.4040 INV=3127. ROCK O�t'�E 0 = 6 SURFACE WATER _ 6,pyC PILE�CDRAI R (POND) LICENSENO.FO 65 E TUE ,'vim = 2 . P P O PERMIT DRAWING s -�0 IL IF P IFe �isiaF916e3 BETTY S.PEARSON SHEET 2 OF 5 a DB 46T PG 1924 E +4/•�J� ��CK WILLIAM J.WHITE a JrB.38 l DB T90 PG 938 LEV. F - - - BALL P ® -DRI- PT Sta.10+68.76 / p m� FLOWABLE FILL C —DRI— POT Sto.12+0/J2 END ° Q RET 03 WALL RETAIIVIIVG WALL N HIGHLANDS DEVELOPMENT GROUP,LLC 1 I -L-STA.15+4596 N -L-STA,16+00A0 DB T34 PG 2449 SBG "& STA15+42J8 TO 0A. Z I N STA16+05A0 O 9,g. EIP SHED SITE 1 t10 Av�IDO�WC E 0 I O O In = ,10 I\ w y JULIO DELANOY,ET AL EIP to { CULUNS \Gib, O pti�4� DB 702 PG 18ST z � I I E E _' \ �„ DANIEL BOONS COUNCIL,IN PC 92 SCOUTS OF AMERICA �n DB 480 PG 92 I — — — — F — --- ------ tp 4s o y m HAY'p00D EMC 1 -L ' G — -- . �" a n F711,,05 P37P2 J ' I --- - U PC SIG.10+00.00 tb r 1 733 j 69.pE E + 040 EMC 0. 040 15�.. Ex5T1 RiR S s4� ci N END GRADE ' _�---- N 329.499 - 'o= II NAIL / x o 0 o Ix _��,2 I �I- ,\J DRAINS TO —L— STA19+Z6.00 E FORK N FOREST SERVICE iIGN'o— q .GRADE TO DRAIN O : GRADE O DRAII�G F �) END TIP PROJECT l7BPJ4J�J77 m REFERENCE MONS, x F Nv=3n4. ° —L— STAl9+5/AO INV=i1 4.-6 - G' .. INY=3127 R bE O - '�S N 533236• SOr n. 371,y. .. E 8'?VCPOCEK� RAI ??• M TUE B $19Y0.O3. A .'. � � Q0}f� P C' �•• 00 m e• E ST, 16 g IT• .. EIP 6.73' .. .. .. E ELEV. F S 58.84' FLOWABLE FILL C r1.0 BEGIN TIP PROJECT 17BPJ4JR177 �s az•3e•o4•W C� HAY JVC 0C 1 / REMOVE 36.87' TENT S ES NO ; F E E F,I. G�• '` F \ \ m —L— STAI0+70.00 EIP a CRISTINE MARSHALL ' C3 0 \ o DB 570 PG 1705 „°• -L- PC Sto.12+98.7 s ___ SITE 2 C �4 O\ q`Y^Io 9�'°i _ , ` SILO I �QOY U BEGIN GRADE h -L- POT Sto.14+36.77 = ego -L- STA10+95.00 AT&T4 HAYVOD WC -DRI- POT SIG.10+00.00 +a9¢ ,, ��j8ii �� \o •` � \\ m ,3 3 0• \�x x SLO -DR2- PDT Sto.10+0000 f ^Aw HAYWOOD EMC ,� -DR2- PC Sto.10-h 9 Q �� 376 GRINDSTONE RD. �qi o / " • \ WAYNESVILLE,NC 28785 500 DUNG AT&T TH1LL RD. +-DR2- PRC Sto.1085.42 \0. HENDERAN SONVILLE.NC 28792 -DR2- PT Sto.H+59.90 Q� \ iV/ -DR2- POT Sto.11+83,42 \ NN C� CC DBy1YLS0U7S OOUNUL�CNA•. o \ 0 DB 480 PG 92 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- m \N N0 Ocn y, rya �m Qom �3d'• b�,a.• �/ °259•hE � 0 O.� r________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ i m m O- \ i----- --- PROJECT REFERENCE NO. SHEET NO. r '" ---- ----1-----------y`�-- l7BP DESIGN 4 RW- SHEET NO. --�Tzb _---- - --_ - �[ ROADWAY DESIGN HYDRAULICS _ ENGINEER ENGINEER - -; __ -v 20,, INI�0MP R PLANS DO NOT USE FOR /W ACQUISITION T - - 1 L QEEK , _ DENOTES TEMPORARY - IMPACTS IN SURFACE WATER -- GI DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DENOTES IMPACTS IN T� — - F SURFACE WATER G 9z1 X�- S Arr3r BADE,�O DRAI1� � � 198.51 J 434 Fayetteville Street Suite 1500 I z7yy9�"E DENOTES IMPACTS IN y i ,7 Raleigh,NC 27601 -919.836.4040 V=3127. 6' G t) O \ SURFA(POND) WATER LICENSE NO.F-0165 �� _ www.wsp.com -- 8" PVC P1L �DRAI _.� ,;. ) - - � L .-- E _ _ - TUE -'- - P P 5 O PERMIT DRAWING uu�.- e RAYIYOOD WC BETTY 5.PEARSON SHEET 3 OF 5 p ,p T15 TI F916813 a _- , IL �. R r, P DB 467 PG 1924 E +41✓5 F , WILLIAM J.WHITE a 58.38 _ L K - DB T90 PG 938 LEY. P` 0 ® -DRI- PT Sto.10+68.76 Y '`FLOWABLE FILL'` ;; r�' -DRI- POT Sto.12+01.12 / END ° Q RET l G L RETAIIVIIVG WALL N HIGHLANDS DEVELOPMENT GROUP,LLC 1 I -L-STA.15+4596 N -L-STA,16+00A0 DB T34 PG 2449 11 SBG "& w Z o o STA.15+42J8 TO 0_ 4 9, EIP oo a STA.16+05.00 SITE 1 WG SHED AY OOrEM , � �e28• E � n m (j � ' N�' I �;� w y JULIO DELOANOY,ET AL EIP DB 702 FIG 180T z I E E � '°- - `, i �"�„ ,DA'NIEL_BOONE COUNCIL,INC.,BOY SCOUTS OF AMERICA Q ___-- � DB 480 PG 92 -L PC Sto.10+00AO N m`HF7fo8°v37P2,II J W C. w J C9 9p6 / E E '0 E C 0 - 0 __ � _ END GRADE N 329.4 'E -- - p- o F \\ GRADE TO - - 29.49' _ 'p __ _ - - - _ IN _ A.19+26.00 FE a NAIL -i—_ _ Y-- _� ,r_`� L Y�2G1 -�\_� 3�J� DRAIN 3 0 0 _ _ 4 \ OB�9, - L S N FOREST SERVICE F Nr,- A DE TO:-TiRP;(N- p-_=�ADE,O DRAIf�IO. F - -- �� \ F _ ,.' D TlP PROJECT l7BPJ4J�J77 0 y�. m REFERENCE M0N5. — ,:,,f�W3114.'' V Nv i144a ay -L= STAl9+5/AO 32.36' 3�3F %.. E 'I •.IS - - E ROC: A�� ° h W 8 J E _ i 8'P PILE -DRAI \ .�. E C, IM1I R be O C I _ d _ UE ��y' �p C m Sf Al E 5 4 _i3' ~ ' Ri I _ Yc.- rl 1 b .\ 6 58.84' \ F / v € ',PLOWABLE FILL / C BEGIN TIP PROJECT l7BPl4.RI77f 36. 4 N s Es "Ar@ooD 1/c RE ovE �No l _ TENT F,I( m -L- STA/0 70.00 �C; aEacE TE E a + CRISTINE NARSHALL - +_ � � C.1 �I '.` �� '• ��P ♦ ,` PC Sto.l2 98.7 o DB 570 Pc nos � �,:,,__- 1^� ____ SITE 2 C c4ti �� ,',• `�o _ SIL F\ 4 U BEGIN GRADE h -L- POT Sto.14+36.77 = ° -' -L- STA10+9500 < 3 RAYy�aoo EMc -ORI- POT Sto.10+0000 } 341, `� SLo��j2C xti� Ito Pc m AT&T \ m •3 -L- POT Sto.15+5925 „e• Y + ' -DR2- PDT Sto.10+0000 U f \`♦ C ^Aw HAYWOOD EMC � -DR2- PC Sto.10+34.49 Q �� o ti 376 GRINDSTONE RD. WAYNESVILLE,NC 28785 500 DUNcANTHILL RD. -DR2- PRC Sto.10+85.42 HENDERSON'ILLE,NC 28792 -DR2- PT Sto.H+59.90 Q� \ iV/ -DR2- POT Sto.11+83.42 \ NN CC DBWE,LSBOOYE couNUL�INA-. IC o \ 0 DB 480 PG 92 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- m \N N0 ocn y rya �m Qom �3B• b�,a.• �/ 0259•hE � 0 O.� PROJECT REFERENCE NO. SHEET NO. 17BPJ4JR,177 EC-4108S7-.4 RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER EROSION CON PLAN ws \ i9Q PERMIT DRAWING SPECIAL CUT DI TC \ 8 SHEET 4 OF 5 Z STA 14+50 TO 15+00-L- T V1� SEE DETAI A �J EST 16 T NS O c EST 4z -TI51 oD 6MC BETTY S.PEARSON n; 8 T15 IF916813 DB 467 PG 1924 \m Yq EIP '�ILLIAM J.WHITE DB 790 PG 938 b4 \� ^ H O EIP BM •2 ELEV.3132.21' OBL- STA,9193.76 37.39'LT, HIGHLANDS DEVELOPMENT GROUP,LLC GPS-101 1 �INE WCLASS A RIPRAP NAIL IN BASE OF 8'POPLAR TEST 38 TONS DB T34 PG 2449 EST 102 SY GF LINE v.VCLASS A RIPRAP J N EST 13 TONS RIPRAP AT Fa"3e• O EST 34 SY GF al EMBANKMENT SEE DETAIL C �� 4ilpR;gp AT '8g EIP SPECIAL CUT DITCH EST 11 TONS 6I RANKMENT STA 11+50 TO 12+10-L-LT 4, EST 12 SY GF HE0 SEE DETAIL C SEE DETAIL Ate, IMPERVI xAY�l00D C` EST 8 TONS S p3J•5 EST 19 TONS 45.W' v m DIKE 0 I EST 10 SY GF pB,?8rE EST 51 SY GF O LINE W'CLASS A RIPRAP EST 16 TONS EIP ,{ O �`JULIO DELANOY,ET AL E GF _ 'a T ` �' h Cb��1N5�x p 'r \�T - 3 tip• DB 7b2 G 18�7 = 'Q EE --/ '-,DANIEL BOONE COUNCIL,INC.,BOY SCOUTS OF AMERICA 1`a F -- DB 480 PG 92 - a HAY F7f'050 P37 W _ __ HAV{y00D .� op - ��t�;� ._- - "_� O• / \ +' SPECIAL CUT DITCH E �, X 0 76985 E On0 _��JS CLASS I RIPRAP x � �� s A AT NKMENT STA DETAIL TO 19+50�-RT ' �04 � _ SEE DETAIL B i q ` , , EMC 0 _ —s �IS� [x4nxc. R�q S � EST 8'rI CPS-KID �'• ,N 4 •'l - 9 1 j s �,s F a mF9 EST 10 S�'Of C N 353.49" ` o - E- ND GRADE 29 STA19+ 26.00 NAIL DRAIN kwr,8 I0 0I 1 111111 -7—_ L?TCE E FOR _ •' - --- FOREST SERVICE D TIP PROJECT l7BPJ4J?J77 REFERENCE LIONS. .. .F ppQ- - INV=3n4.6r - - S 3758'4' S O _ _ _ _ N4 !M _ _ _ `P R E Y -3 2 .. �E - STA/9+5/.00 VIN`EAKE, 32.36' h LLS t;RE $,9Y0'03•E __g A6'2 26-_ _ _ n�_�.' _ C A - /� a oP,M EA NEN C. "`E�ELEV� 0_DRA{ �W -Y`�R�� _ _ _ � _ •q •8 � _ , 58 FLOWAB F FILL E IRIPRAP - y � I XAYIVOOP��IC ; , REMOVE `�}Y+ aTF AND GRADFj_s' BEGIN 38•4e r TIP PROJECT 17BP.14.R177 A N0 EMBANKMENT a TENT saEs E; (; EL 3120 EST 12 TONS t \ 1s TEa CU YD , ' = �.x. GEN w 500 \\ -L- STA10+70A0 EST 70 sv F� E'R .� Z� ;/aEG• �,±� CRISTIN__MARSHALL SRO BEGIN GRADE h —L— POT Sto.14+36.77 = - - r- �y M `f�� 0 �\ —L— STA10+95,00 4 , ' xAYy�000 EMc —DRI— POT Sto.10+00,00 BM •I ELEV.3137.70' fi�iy . ' ` �, `v LL ,8 f� AT&T 3 0. -BL- STA.9*6I39 38.I8'Rl:",' ` - ,,, SILO SPIKE IN BASE OF 18'OAKS y, �i^` � —L— POT Sto.15+5925 •ge + `'a\``� -DR2- POT Sto.10+D0.00 A HAYWOOD EMC y 376 GRINDSTONE RD. WAYNESVILLE,NC 28785 HENDERSONVCLLE?NCL 28792 \ SPECIAL CUT DITCH STA 15+75 TO \ E 18+00-L-RT DAfJIEL BOOKS COUNCIL INC., SEE DETAIL A / BOGY SCOU S OF A ERICA EST 75 TONS \ DB 480 PG 92 EST 200 SY GF CLEARING AND GRUBBING BRIDGE REMOVAL AND BRIDGE CONSTRUCTION SHAL BE PER CONTRACTOR SHALL INSTALL ONSITE CONCRETE WASHOUT EROSION CONTROL FOR REQUIREMENTS IN THE NCDOT BEST MANAGEMENT PRACTICES STRUCTURE PER THE NCDOT DETAIL AND SPECIAL PROVISIONS. CONSTRUCTION SHEET 4 FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL ACTUAL LOCATION OF THE STRUCTURE SHALL BE DETERMINED IN THE FIELD.CONCRETE WASHOUT STRUCTURE SHALL BE MAINTAINED BY THE CONTRACTOR. ALL CONCRETE TRUCKS SHALL ENVIRONMENTALLY SENSITIVE AREA USE THE CONCRETE WASHOUT STRUCTURE. NO WASHOUT OF SEE PROJECT SPECIAL PROVISIONS CONCRETE TRUCKS SHALL BE ALLOWED EXCEPT IN THE CONCRETE NOTE: DEWATER AREA BEHIND IMPERVIOUS DIKES WASHOUT STRUCTURE. PLACE TEMPORARY ROCK SILT CHECKS TYPE-A AT INTO SPECIAL STILLING BASINS DRAINAGE OUTLETS. 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 Fill In Fill In 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 14+48/16+07 Bridge and Retaining Wall 0.04 0.01 44 144 2 15+42/16+60 Pond 0.15 3 18+14 to 18+19 Bank Stabilization < 0.01 10 10 4 12+28 to 12+38 Bank Stabilization < 0.01 8 8 5 17+16 to 18+06 Pond Outlet Channel < 0.01 100 TOTALS": 0.21 0.01 162 162 0 *Rounded totals are sum of actual impacts NOTES: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 7/27/2019 HAYWOOD COUNTY SF-430237 1713P.14.R.177 Revised 2018 Feb SHEET 5 OF 5