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HomeMy WebLinkAbout20190585 Ver 1_NCDOT Bridge #38 MAPS_20190617a 1337 cdlms , VICINITY MAP Symbal5 STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS aP, a1J PAMLICO COUNTY TO BAyBORO LOCATION. BRIDGE NO.38 ON NC 55 OVER TRENT CREEK TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE. PERMIT • DRAWINGS STREAM AND WETLAND IMPACTS - SITE 1 1 NT-21 n. B-4593 1 nv r9Fr. ..*Muxa 38422.1.2 PE 38422.2.1 RAN, Utinti IRA7111 - CONST. PERMIT DRAWING SHEET 1 OF 14 Nc �P°P Zott RECEIVE[) Np0 63 \ MAY 0 6 2019 ACM -+AHD CI7-y 517 TO OECYMENT NM CONBIEEREE FIN♦L YNLE88 GLI. SIGN>NNES COMPLETED aTepOTeo In me offfm a: HYDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Sw bed9 eeoMa ADT 2019 = 5576 J 1_' nmugh,NC.i,dnnas eeamssl m Sl1MIH�T W.: (919) 73-883 SE % 5�0 25 0 50 100 LENGTH ROADWAY TIP PROJECT 8-4593 = 0.254 MILES Fan(919)7326!]8 a SUL NOWpq ADT 2040 = 8600 K _ 55 % D LENGTH STUCTURE TIP PROJECT B-4593 = 0.030 MILES oExax ua ugaxEEMxosMmcEa w .aammiNa.ne1 tOIEttB PB ®pf c' e 291E STANDARD SPECIFICATIONS PLANS go 25 0 50 iQ0 T = 9 % V = 60 MPH TOTAL LENGTH OF TIP PROJECT B-4593 = 0.284 MILES RIGHT OF WAY DATE: NOVEMBER 1, 2018 BRANDON W. JOHNSON, PE SIGNATURE: m ' . e ROADWAY DESIGN 'ru'o"'•., PROJECT ENGZ s V., = 50 MPH * TTST =2% DUAL =7% ENGINEER III`eeis:,�,r.'=: i`a6981` pm PROFILE (HORIZONTAL) 10 5 10 20 FUNC CLASS = NCDOT CONTACT. DAVID STUTTS, PE LETTING DATE. FAITH E. JAHNKE, PE _ Fs, `„ t. 's,3 r•ky1.4 PROJECT DESIGN ENGI Q MAJOR COLLECTOR MAY 21.2019 lik ,,! 1.. ,,,,r. 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L tI+ L* # y.. , y++ +n , J '�' #-•- C: +{ F�- �7 =',-- i-.= -t J i t T J+t,! i f T . -•-. i + 'JT�: - NAT RE8 COMPLETED 1-I rtJ YNLESB ALL 810 U r } _. +{-�. _ ..- a +.-...+..r. r{t,, #. yl:.4t LMltLl"llf 1 } 7 t t+ 20 - +ft FT ;+. :j-+t{ 7 +r{� YL� :'i.}{ i;_tT rT ...1_F, x�+r-t`�Ft a i - tit+ 7,t T 1'1.t tr I ++: �-i- i 'FI., "( t ; fT, r r { T .. } +* ,! 1 -t TII IFt iT i**-L L,'.y7 t r {- T t,;-. L#' PERMIT DRAWING ti.lj...;t',.��.��� : L.,; Y . {...-''- T =-I-, a{r tt: l:t t,{:- ti-r a- ;= 1-tr t};I �.L - .,++J t{ 3 �- 3 t, _:.,.; ':a.F Si-r - , -,:� } SHEET 10 OF 1r7_I,t,f -. t =tt jia- t .%,i.,.: _T..-�. }.._..i 1:'i L t`f }T{ T.} t..i i::r;+'1 I- i „......«_ter 7,Y , :{: +. _ r { T h-t+Ti= JUL r ?: :$3 :t7 7 {#t1=._,.y Zl� t,: r r-'- L Ll +,..I-'-F'ClT'.:...t:: .�..._._ « ��.._+. - ':i :_.,_:] 11t .. +. rr* r-'" `a+}-`,i' �`F -`.I i"'T�..._' L t.� r - -r -I R'i1---F F tytj_ +. rl-�T+, r. +...- TII+'-GI-i. Lrt+-_} { I IT+ �.z-+4+ 4,=+ I{j r. _..+lr#_ t +, _}_ t T �ni _L._;. ,.., r i. ,, ...L--'II+L:, if-+.+ti-_t 1„. ,LC,. ...;... ..I.1 L'. ',-+ilPt T+aT-+t., l.r y_� LYI _.{.r-t+.r- . _ }f. L a YLL771�i Ir + yF �' j. {- -I DATA A �fl'-I i, _. +" .T r-: .. L -}l 1 �;{-.. - 1- Lr.e ;.. .,-... A.}r' L. { +- Lt - t:..y�}I-}. }I -L, -r =,T 1 1 JI - T = Y .- v,-:.,._ L ,,.Li. i ! I 7 {1. �` rT� �aT 11t':'-t {J �I7 o- tl *.1C Ltr1- t_+ +L 7 BRIDGE HYDRAULIC i +t. _t. + I- + .'r r + +r'# l--- t; =k i.Ta + .A.. u-a :aJ �..Ir T+. !Tr + a +•. ! !..- { t�F, -_. N/A CFS +C{11-ht+tit'=1t :1-'_ J _ -rL. t :fT{',.i, z+ ti7_ f !'ii * ET}N T�t• _ titr$+µ �t-itr + # L t'`,Gxt i l�v*LL.{ri! �I T4_-+-{ ,- - - - '-DESIGN FREOU£NCY N/A YRS i -` 4 + }A i 7i .7 tr r . + - , 3 r '+ 1- _ :1-I - { i - L-I L f,�:i i �.i. a _ .t r j _.r11 . * '. - _ +' - L • `-_ ♦- t. r * 1 r {* .y,a-.t Y L FL -� t ]:''=L:1+-. 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J* -. }t a. -.:1 7.k. +-t+_ , ..'- • [* W ! WERTOPP/NG FREOUENCYm 500+ YRS ,--ra :-,- { T .,- :L;- -.OVERTOPPING ELEVATION m 4.6 FT 1 "..: F*, a* `,Lrt ''t _ ., . -rt:7t i +ri-'-:;_ _.? i Ij..... 7.IIy +..' .+r t ' IJri.l_ T' T_ t. �-Ir 7.ir., :+.!, `;"' L t .i' $ii, { j tt Zi-' y: J 1 ,-Y t_t:�-. ,.Tr+ 1, t�.:;._ -`r tf-. (•ir ttlT -'-.1- +:;:,-'- k ._i+-I +t ti,,_ - -+.•tr -t ,-$:=T { , :. 1-1=t�-'I-' FT t:. t..i.- ? +' +7r+•_-`r tt+ Fir-+r'It:.�..r T.r, L=Ltlt tyi_v a-,t '-+`r`- ?':7-' tt T Tl r++r 1 #-'- tT'+tt1 r# .. i r tt * it L} ,r! 1-y h `u;. t 4= DATE OF SURVEY = 02/14/20/6 _ _ .-_. v• _' _= L't t + L.. rt I- Iti: rr-!: !': _.}, kt? .- r. L { W.S.ELEVAT/ON 1 .:.. ' i J r1 r 4 - -T t _-. I+ _.,. Tl r _1 + {t{ - , ..; 11, J lk 1+{ - _ r t 1' {=..h -•-_{ 1 - J �.Jr ` T - tt t r. L. 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T A a ;_1T[p tv, Iff p UNLESS L SIGNATURES COMPLETED at 11- -44- 4 -L 4 'E 4 T_ �'T ING 1�4 + 'a 4 4-14 4 SHEET 11 OF 14 Tr- 4� T 4-F JAIF $4L'oFj MH kt Ti a �4 Tl' .4 141�t 441=471 T 1 i44 1- -1- im H+ J +" -1+'L 41 411"Itf-i: +1+ �LL + BRIDGE HYDRAULIC DATA �Z= j . , f T � 7 ff Iii L _i:pT ±i* 4'i 1- 9 HIE IT DESIGN DISCHARGE = NIA CFS DESIGN FREQUENCY -N/A YRS DESIGN HW ELEVATION - NIA FT I ±' dt-1 - � - � 1 -- 4 1 ��it 2­ _'L NIFF1 -1�4 rt 17 it I r L 4- BASE DISCHARGE = NIA BASE FREQUENCY - NIA YRS 4 t 4- T - • +1 1 4 _�_r 4 BASE HW ELEVATION = NIA F 1 i 4­ ij±' J+L,i- ­aa, tIj- 4 i r I 4 L41 1 t OVERTOPPING DISCHARGE - 3450 CFS T: ---- — -- OVERTOPPING FREOUENCY= 500+ YRS --- ----- -LaOVERTOPPING ELEVATION 4.6 FTrr+ IT t 4 r $YT:R 4 TF FT t t tril, 41' DATE OF SURVEY 0211412018 �Z W.S.ELEVATION I 4T �T- aTF L� 4. + L �L ij n rj it _T '41- is 0) AT DATE OF SURVEY F, a 4t a,' ri + +; 4_ F!'_ 2-, 1-4t -4` 141 11 t i 4 �F -p 'J_4" I 1 Ll 4 -#"I'ah -An t "I'l- I- + thL tFIL" Hit t FOR -L_ PLAN, SEE SHEET 4 14111 T 'i � :FFF JFFT, I714F JFF� TT IA iT I 10 11 12 13 14 15 16 17 18 _a 4L Itl 4 404 -FIq 4=1 T _: ir #1� 9A 31+46.00 248'RT rt f 4 1, X _qq am :Fr -_:F +T - - - - 5' 24-43,210.4rRT a T 44# w: ft 4 fflr Tr a, 4- 1 T b T_ -'-a tl ::;4' 44- - Tr +4 4- att, LFt �_r_ =4 _T _H � - _i,- *Tl: T a:Ei t L ++ t+ I- L i L4,'i - — ,a_ T T7 �Tjp'�- 7 7 --a - TI T� I T + ­ , P 1 44 c I 4 it -ffl+ 4 Lit, '1 _Lj4� + L j�- 41 r x + ttp­ F At' IT4 i Us� li-F 11_11� i­� t, 117, TTTT -1117F Tri if r -H -H� 71"4:t 4 :r 1� .,T T'�t TIF, 4: m 77 'Em, tflt 44 # 1H 11 '; t r -E 2 a jiii-q-1 rrta l,yF Eff f d+±Lij ril I'# + 4 T 0 p -ajr _LL I 1 -11, 1 r 14 A: T I I + r 11-4 4 ON M� A 24 + + +t- . 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IP'l . ;+ .--i�C}-,_-:-r+. -T +- 7� -T +-y} - -r, +7�-t WETLAND AND SURACE WATER IMPACTS SUMMARY WETLANDIMPACTS SURFACE WATER IMPACTS Site No. Station (From/To) Structure Size / Type Temp Fill In Wetlands (ac) Permanent Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) 1 12+25 to 22+37 -L- LT Roadway Fill Slope < 0.01 0.10 1 11+24 to 22+76 -L- RT Roadway Fill Slope 0.09 0.04 1 15+97 to 16+28 -L- LT Rip Rap < 0.01 * 8.00 1 11+12 to 22+04 -L DET RT Detour Fill Slope 0.15 0.18 TOTALS*: 0.15 0.09 0.00 0.00 0.32 <0.01* 0.00 8.00 0.00 0.00 **Rounded totals are sum of actual impacts** NOTES: 0.09 acre of Temporary Fill in Wetlands in the Hand Clearing areas for erosion control measures. >0.01 acre of Permanent Surface water impacts due to bents *Permanent SW impacts = 143 sf 0909 MAY 1) 6 2019 PROJECT B-45934 Callisons VICINITY MAP GRAPHIC SCALES (HORIZONTAL) -etTf Symbols STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS PAMLICO CO LINTY TO BAYBORO DESIGN DATA ADT 2019 = 5576 ADT 2040 = 8600 K = 8 % D = 55 % T = 9 % V = 60 MPH Von = 50 MPH * TTST =2% DUAL =7% FUNC CLASS = MAJOR COLLECTOR LOCATION: BRIDGE NO.38 ON NC 55 OVER TRENT CREEK TYPE OF WORK. GRADING, DRAINAGE, PAVING AND STRUCTURE. BUFFER IMPACTS PERMIT PROJECT LENGTH LENGTH ROADWAY TIP PROJECT B-4593 = 0.254 MILES LENGTH STUCTURE TIP PROJECT B-4593 = 0.030 MILES TOTAL LENGTH OF TIP PROJECT B-4593 = 0.284 MILES NCDOT CONTACT. DAVID STUTTS, PE c IN Mead Mena Ddve Hlllsbc"h, NC 2727"551 VOlse: (91B)732-3883 FFxv lsumim3M776 um.nel RIGHT OF WAY DATE: I BRANDON W. JOHNSON, PE NOVEMBER 1. 2018 FROACT ENGINEEE LETTING DATE: FAITH E. JAHNKE, PE MAY 21, 2019 ERYJECT DESIGN ENGINEER e ..., srn eaMrr FmFuxo Nu -�. B-4593 1 _ .Ma.N�" MeaN.7MN 38422.1.2 PE 38422.2.1 R/V✓ Utiliti IRAcc R 1 _ CONST. !BUFFER! DRAWING SHEET 1 OF 5 Nc GRNP To" og�\Np ENGINEER p.A"o SFAL Z t%ZB ) s _ »\�A�EAP_^11 � ROADWAY DESIGN ENGINEER�esso,..'r'6� k, SEAL i S " 046901 __ „y, Eienp•� MAY 9 6 2019 OCA4Wsr W) (-,IT)( 517 TO GGCYMINT NYT CGNSIGENEG FINPL YNLEBE LLL SIGNY:UP..... PLETEO ?0 3 TYPE -III SKETCH SHOWING BRIDGE TO PAVEMENT RELATIONSHIP -L- TYPE-III PI S)o 11490.14 A - 2'46'O6(LT) D - 0'43'442 L - 3802r T -1"O4' R - 7XODO' SE RC RO - 54' El f } } �� S 60'55'26S'E (BK) x xi dORN L. MCCOTTER ■ 0353P0660 IINUD i4 Y "`. , ✓.w c, V S Y ,.- 50.00 Li Puf PUE, J G `Y i".� l %:J ✓i'. �rl Ir' �%' :i -�SPPY 'L y „_ -_ _ - - 3- _ y m Y w Y s' 4 —_ rvtnM 8 s= s w _-'Y✓ PUE ^x Y '� Y x Xr�✓r Y L+'+ti' k s s w r s Y .X' .. g s y / nal E x ! }y VIOLET MOLLANO "' � -_.yW _,.� _ � y Y "i- I w t � - -r 000 OB 553 P625 '0'''r.`" '..,. c'.r.,.r.,..., s w4 0 -:mot.: ti .,•.,�„ ' x wu.>Eu .1 Y Y y s / x 6 RT Y 6 ,�✓ Y O Y < y v \Y s �Y W Yw y YPX P.N' Sy i JOM! LAkCOYYER,III / oO 353 PC O60 / MI i PC M l — —L—T TIP STAI/+0000 FuF_'Y'. BUFFER DRAWING SHEET 2 OF 5 ALLOWABLE IMPACTS ZONE 2 L-'' ALLOWABLE IMPACTS ZONE 1 }4Yk} i �_ {S 'GIN ; ROACH SLAB � nx '3.OY 80.00 Li' y ' B�OOYI.i Y Y sw %PUS vY YPUE P 5- IN y i 5 9 IX RM1y L x y 3 Y i x i L Y Y 1 w Y x�E 5 3 S Y i 93 i i y r y y Y+ Y a r y % Y % x '� JAIES SRNSO&Yet OR D3 PG 619 f \\E: �3 -L�- TA ENC -L- � �'. A. A l• ♦ K 1 A ME PUE 4 % ENGINEER ENGINEER SEAL SEAL 046981 ' 046226 ` :T:FN61NEEp` o. mne S "rn N, PA oa°. DOCUMENT NOT CONSIDERED FINAL FOR PROFILE,SEE SHEET 8 FOR ONSITE DETOURS££ SHEET 6 JORR L, MCCOTTER,E o4 3S3 PC no Ln r PAWAR EARNS, LLC O OR 306 PO 44? W uj kY F Y Y ' s uj NYY W Y y e .00 L S sY 8 V) Cy y .Y PUE v. EU RJ 40 Y iEX WWY f y tY ay O z —As ' F 0 0 F "N000E'- Y r Y Y x I# 1 4 W LARRY MASSEGLJt, e, 0d II <^ ME 6 PC 53 '3 J rt RECI-NEE MAY Q 6 2019 OCN441ARID CUY SEE SHEETS S-ITHRU S-42 FOR STRUCTURES PLANS i O S 1• TEMP SKETCH SHOWING BRIDGE TO PAVEMENT RELATIONSHIP I % Q ,zUr Y �-y—� � Yi� Y ` Y � Y � ♦ T --I�(vr�`�'� Y x j �� JOHN L. 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MCCOTTER.■ ro` -� oa 353 PG m BEGIN DETOUR US T PG TS —L— POC 5TA 11+00.00= / " LDET— PT z 11+992 —LDET— PC STA 10+00,Op S 6T 39' 109' E (BK) DETAIL 6 TOE PROTECTION ij Y�.St �nF 95 SF9' G a un J 6 ] S Y Gw e tl tl G 1 F � ' u TEE, w33 GB.Pi, BUFFER DRAWING ANY SHEET NO. _ ROADWAY DESIGN HYDRAULICS SHEET 3 OF 5 \\ ENGINEER ENGINEER a"q'ctiao"j'• °•oiis'sfo,.�i'•o a'''v SEAL E _ ,' SEAL ` ALLOWABLE IMPACTS ZONE 2 31 046981 5 i 048228 e ` ALLOWABLE IMPACTS ZONE 1 ••• Ein;,� n;, N pAlo° ' ` \ DOCUMENT SIGNATURES CONSIDERED LETS DOCUMENT UNLESEN NOTC CONSIDERED COMPLETED FOR PROFILE.SEE SHEET 9 FOR —L— L/NE.SEE SHEET 4 h JOIN L. UcCOrTER. R O5 353 PG 860 o--_.._. r Pr / n+e6.3a � ir;; it f 3 ^'PA30n PAR115. LLC 09lO I i 3to. l2+ oe 6 Pa aW S GIN BRL �� L W BE fvl' l" M'-'—IvrS'T —LOFT— STA 15+35D0 \� l L ,s )rf nl> i4 y y x Do .L $ < ..� n63_� 3 y Y Y k 100DOIV 103,00 LT 11 L 80"d0 Liy +Ba.04-L x y k Y W % m3.D0 LT k x r � + s f � —LOFT— PT 0. 15+6 4 r. y. i x x ;Y Y i y k BS.DO-IT y# i x 4 L Y y y 4 Y� Y Y4 W y PU5 L PUE y /pE "y PUE PUE { RqY ek 9 � iEX RW 8 s Y -IX 1v '_ . n �Y Y Y N Y � Y :y_Y w i .1�` _ i";•` m'.._.� PDE PI E r. as • Dyp TEMP ]GI TEMP GBEf]'PLd LEI y y )Y y Y Y Y Y Y kY Y EY YN kk 1 W y'E k VI !Et"GINk Wp�;•Ok Y a' x yx Y Yy s Y L kY �}(", ��� Y Y m xY x xkxa fL YY Y• 7`.+,ySPAl2+BODO JA1E5 BRNSLyx it z OPF 'e ux x OB 3U PC 6,19 i 1 \3 PROPOSED SHEET h ,I 1 O 4 � W LARRY UASSEI.4,GL .4I Gd a r . IS • �. • r I �" -LDET- 'IR E C OVE D PI SIC 10+9974 PI Ste 14+34.46 PI Ste 0+2458 A = 6'12'21D'(RT) 0 = 624'098.U) A = 3'5/'00_r(LT) D = 3'06' 50V L - 19929' D R, 3'06.50.0' L = 26985' D - Jr 50.0' L = 12384' MAY 2019 T = 9974' T - 135.16' T RR 6/84' R . 1'mw R = 1840DO' R R, 1840.07 Ro - 046' Ro RR °46' SE 0C4'v1d-W0HL) QITY RIPARIAN BUFFER IMPACTS SUMMARY IMPACTS BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT Site Station Structure ROAD PARALLEL No. (From/To) Size /Type CROSSING BRIDGE IMPACT ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) 1 15+37 -L- LT to 18+09 -L- LT Proposed Bridge X 425 373 798 1 16+09 -L- RT to 18+12 -L- RT Detour Bridge X 1371 880 2251 1 1 1 1 TOTALS*7 1796 1253 3049 0 0 0 0 0 1,41011*91 Feb ,''_EaAEIVED MAY 0 6 2019 OTY WETLANDS IN BUFFER IMPACTS SUMMARY WETLANDS IN BUFFERS ZONE ZONE SITE NO. STATION (FROM/TO) (ft) (ft) 1 15+37 to 18+09 -L- LT 22 73 I 1 1 16+09 to 18+12 -L- RT 1 1 597 1 389 1 (TOTAL: 1 619 1 462 1 2018 Feb NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 3/25/2019 PAMLICO COUNTY B-4593 BRIDGE REPLACEMENT ON NC HWY 55 BYPASS OVER TRENT CREEK SHEET 5 OF 5 MAY 0 6 2019 cry Rev.Jan 2009 I For Sheet Symbols Sheet 1337 PROJECT cdlmX6 VICINITY MAP so GRAPHIC SCALESi PLANS 50 25 0 700 PROFILE (HORIZONTAL) 10 T 0 20 PROFILE VERTICAL "'ER 1Pq 1324 TO BAYBORO ^ ^^m INDEX POFTSHEETS STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS NEU PERMIT PLANS PAMLICO COUNTY LOCATION: BRIDGE NO.38 ON NC 55 OVER TRENT CREEK TYPE OF WORK RELOCATION OF POWER, TELEPHONE, CABLE, WATER, AND SANITARY SEWER UE-I TITLE SHEET UE-2 THRU UE-3 UTILITY -CONSTRUCTION PLAN �p u UTILITY OWNERS ON PROJECT (A) TELEPHONE - CENTURYLINK (B) POWER -DUKE ENERGY (C) CABLE - SPECTRUM (D) WATER - PAMLICO COUNTY WATER (E) SANITARY SEWER -BAY RIVER METROPOLITAN U —L— STA.17 PREPARED IN WE OFFICE OF + m SUMMIT vda .(96. d T HIII50mwg0. NC 212]BE551 Fa:(:1919)i12.9003 Fa<:1919)]32E]]6 fIPM ND. PIL]]B61NFEgIX65ERIl� N1'M'9Ymm�Ee.ne1 BRANDON W. IOHNSON, PE PROJECT ENGINEER FAITH &.IAHNKE, PE PROJECT DESIGNER T.LP. NO. fUE-1 ET NO. B-4593 SITE 1: ROADWAY IMPACTS (SHOWN IN SEPERATE PERMIT PACKAGE) SITE 2&3: UTILITY IMPACTS �: ECOVEt') MAY I) S 2019 \\�\\ 00'dW_m lHD al s� N NPU \ 51% N END CONSTRUCTION �Yl— STA.17+37.94 N END TIP PROJECT B-4593 —L— STA. 26 + 00.00 TO DOCUMENT NOT CONSIDERED FINAL UNTIL ALL SIGNATURES ARE COMPLETED DIVISION OF HIGHWAYS UTILITIES UNIT ISS5 MAR, SERVICES UNWR RALRIGH NC 2269 1555 PHONE (919) 107-6690 of i FAX (919) 2$"M KYLE PLEASANT REGIONAL OHLDY GODRDMATOR LARRY M.IAMES,IR, SENIOR OTR.DY COORDINATOR NABH HAMDAN REGIONAL UTILOIES ENGMEM KELVIN S. MARTIN, EI SEHIOR unza s ENGMRRR SHEET NO, TYPE -III -L- 51 A.16+ZZ.UU -L- >1 H.+Y Toc.vu SKETCH SHOWING 8RIDGE TO PAVEMENT RELATIONSHIP TYPE -III b PROP. 8" PVC WATER PROP. 8" PVC FORCEMAIN a ' PROP. 35'x16 x BORE PIT OPEN CUTY- NEW BURIED Y Y 3 s\ CENTURYLINK CABLE i� m JOHN L. MCCOTTER 111 s RUNE ENERGY Z OVEflHEAp GUY DS 353 PC 860 xJFJ MB T PG 70 _y 1 �•"i. .J�i:,- a s i u-. REPLACE '. r..:i. .�. Y -L Y Igoy Y Y i 4 PUKE POLE l fVv Q PUE 41. ,.. -.. V. SITE 2 PSI eDLs � A x VIOLET MOLLdNO - Y x W O KE Y` ., �Y Y- L x Y DB 352 PO 25 OLE � O L v r-� y f'--%>' k /y � Y k✓ _.n �`u+`.+'iv rr. .t. :.,� Y^n�.^.. rr f Y '.+ Y �•- Y L '\. iv" C SPECTRUM OVERHEAD GUY L Y1 Y Y BURIED CENTURYLINK I Y • k s .L iY Y > yxr. s > Ly s CABLES ABANDONED IN PLACE / BURIED SPECTRUM / CAW ABANDONED PROP. 1605' IN PLACE JOHN L. MCCOTTER, In RECIEVING PIT DB 353 PC 860 OPEN CUT j MB T PC 70 / In HORIZ. DIRECTIONAL DRILL 970 LF of 10" HDPE Fo PROP. COMBO. AIR VALVE 8 VAULT (Sewer Only) —PROP. 35'x25' BORE PIT OPEN CUT C; tj r r3 > 3 yt t v x Am Y n5 Y Y HORIZ. DIRECTIONAL DRILL fly' pproxDIAEi 950 LF 1 1 of 10" HDPE Waler) Y > IY • Y 1 YNEV OOKE r} Y L 'POLE r k I� Y Y YI Iv i L I �L> yY1 Y 4 L >\ x POLE l _ t ' r r- I—fit /1 f Y k � 5 / Y Y PROP. 36 LF OF 16"STE CASING (Bore &4,ygk / DENOTES HAND CLEARING `—E8. 8" WATER -\ (Abandon)fD � 1 j TOTAL HAND CLEARING (THIS SHEET) 0.31 ACRES SITE 2 0.12 ACRES SITE 3 TOTAL EXCAVATION (THIS SHEET): <0.01 ACRES SITE 2 <0.01 ACRES SITE 3 TB Y • Y YAUTA Y Y K Y J 'DAMES BRINSONi etYux % Y t Y OS 2N PC 6A9 e 8'.FORCEMAIN �i (Abandon) PERMIT DRAWING SHEET 2 OF 5 I RAM SHEET NO. 1 `lH CARO�•O>• SEAL 1 j 046981 E ... ;h.'INEEi' , • iiNi ` ENGINEER SEAL 046226 FOR PROFILE,SEE SHEET 8 \•\ FOR ONSITE DETOUR, SEE SHEET 6 SITE 3 JOHN L-MCCOTTER, IO DB 353 PO 660 LO 5 ! Yj -PPAAR FARMS, LLC ON OB 306 PG 997 W _= W L ? . L. Mf 1i` ui ' " Y�•W an W D NEW UNE + POLE PU FEE REM DUKE REMDUKE' e --F�ti' 0; r _ ,x O 1l01 JAI 7 - - POMECENTURYLINK ' �7 PDE� R PD F E x � L L E E /! /µ� M .. r /1l>` �e+eAtin-a�Yi Y ' y la.i LARRY MASSENCILk. ej, Z G1 �� f1ffh�P'SG 2rT4._ ,� TY MB 6 PC 53 _y J_ REncE hiED MAY 0 6 2019 OGN6411�41L'l CITY SEE SHEETS S-ITHRU S-42 FOR STRUCTURES PLANS SHEET NO, 0 e 10� 51iE 3 PAOBC P'LLC 306 PC 447 JOHN L.MCCOTTER, III f.., 08 353 PC N PROP.. 35'x2 &RECIEVIN( ---- OPEN CUT f PAMCAR FARMS. LLC HORIZ. DIRECTIONAL --- ;` W an 3E6 PG qORILL (Approx.950 LF �; of 10 HOPE Water ) W HORIZ DIRECTIO DRILL (Approx 970 of- - 14"HDPE Forcemain 4 '��""`"' N v D [Y aYt�ri Y Y. i Y S y WQI'171�, Y W We 111Yr r , NyY y i L 1 O +iYY 55 u+ M !]s V% ti r % F Y F Y rY`y wAy . ➢,� L Y E t a x i Y Y Y N c v + Y Y 3 Y 5 Y ' M Y J 8" WATER (Abandon) { Lu J f &`FORCEMAIN T (Abandon) BURIED SPECTRUM CAT V ABANDONED IN PLACE AER$AL 1pROP. 161x15 x BPEO u f "RE01@1�iNG 047` of )x }4 kyx `F x ' C L r Y OPgN OUT `f NEVL 0 kE 5 Y C 3 y 3 aE@f.A E Of I I ` 1 I { i a I } 'e Y"� a I I i I :jl I j Y �I ila,I r II l u Y REI AS ' PAMCAR YARMS.LLC DO 306 PG 447 REM POCF DUKE FlLL IN WETLAN E l� a '� f LARRY MASSENCILL(pt 01 15 POLE i °j" - `V OR 587 PG 274 �l . 4777- 3 yYP F3 VL Y _ - \ i £ �\ 5 x � + �j�r Y aY n iY%Ply i?- r e N�0 T � n 1 J + Y E 45.00 RT400 a RAW T 30.00ON, E4R4Y MASSENCILL etf'OI s r Y r UNDERGROUND lE%WWI I I UNDERGROUND I lI / OS SBi PG 2T4 y r' ir y CABLES C F 7-6 Y= 4� £3 ANDREW M. BUEHL JR , et 01 "� 1AI DS 518 PG 710 UNDERGROUND SPECTRUM CABLES / $50 ;•j — ty z L � PROP. 15'xt6'" I 1 w RECIEVING PIT' OPEN CUT PROP. COMBO AIR VALVE JI & VAULT (Sewer Only) _ . L q / I is%/ LARRY MASSENGILL et al 1 I OR 567 PC _.....y i.//.,J/l iI i4 {-1st ,f PROP. 45 LF OF 16" STEEL k_\\`53f`3i CASING (Bore &Jack) DETAIL 5-1 PSRM TOE PROTECION I Heim sm6l t A NyM H ^d d a- I N. 10— TM, rrs 1: _YC m -A —in r" PAMCAR FARMS.LLC ON 306 PG 44? i All RW SHEET NO. ROADWAY DESIGN HYDRAUUCD ENGINEER ENGINEER P1ry.CARpl bpp j SEAL E' SEAL _ � 046981 i 046226 i = �'•y \'�p.9 F'YGINE'�'q. "yJO ,icINR% ipf•. 4E. PP't`''�'` FOR PROFILE, SEE SHEET 8 i i FOR ONSITE DETOUR, SEE SHEET 7 PERMIT DRAWING SHEET 3 OF 5 TOTAL EXCAVATION (THIS SHEET 0.01 ACRES SITE 3 TOTAL HAND CLEARING (THIS SHEET 0.22 ACRES HC ITE 3 TOTAL FILL (THIS SHEET) <O.bl ACRES SITE 3 DENOTESND % CLEARING a STEVEN LAVALLEE 08 337 PG 755 DO 470 PE 147 MAY 0 6 Z019 DiCh,ii-DAND CffY WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From/To) Structure Size/Type Temp Fill In Wetlands (ac) Permanent Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) 2 10+00 to 16+30 -L- LT & RT Utility Easement 0.31 2 10+00 to 16+30-L- LT & RT Utility Poles and Guys < 0.01 ** 2 10+45 to16+65 -L- LT Water Main <0.01 *** 3 17+25 to 22+80 -L- LT Utility Easement 0.34 3 17+75 to 21+00 -L- LT Utility Poles and Guy Wires < 0.01 ** 3 21+85 to 21+95 -L- LT Sanitary Sewer Force Main < 0.01 3 21+45 to 21+90 -L- LT Water Main 0.01 TOTALS*: 0.00 0.00 0.02 0.00 1 0.65 1 0.00 0.00 0.00 0.00 0.00 **Rounded totals are sum of actual impacts** NOTES: 2016 09 09 MAY 0 6 2019 C m L s F d See Sleet 1B For Conventlonal Plan Sheet Symbols See Sheet 1C-1 For Survey Control Sleet 1 30 209 1212 002 I 1203 �nc'Ftl7Crrv"` ER 55 1209, 1 1 I Pry 00 ;Oyboto 55 .„ tpnew 11 n" " 1342 �333 33] n 55 - , PROJECT cgdlm0 3 VICINITY MAP GRAPHIC SCALES 50 25 0 50 700 �r�rr PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE VERTICAL IhI��I�IC�'� (�I HI��I-I\V�_•�1�� NEU PERMIT PLANS PAMLICO COUNTY LOCATION: BRIDGE NO.38 ON NC 55 OVER TRENT CREEK TYPE OF WORK RELOCATION OF POWER, TELEPHONE, CABLE, WATER, AND SANITARY SEWER BUFFER IMPACTS PE IT FOR UTILITIES _�. BEGIN BRIDGE -L- STA. 16+22.00 END BRIDGE BEGIN TIP PROJECT B-4593 ` -L- STA. 17+ -L- STA. 11+00.00 TO BAYBORO ``� - - NC 55 INDEX OF SHEETS SHEET NO.: DESCRIPTION: UE-1 TITLE SHEET UE-2 THRU UE-3 UTILITY CONSTRUCTION PLAN x1cl- BRIDGE/ END B + 35.00 -LDET- UTILITY OWNERS ON PROJECT (A) TELEPHONE - CENTURYLINK (B) POWER -DUKE ENERGY (C) CABLE - SPECTRUM (D) WATER - PAMLICO COUNTY WATER (E) SANITARY SEWER - BAY RIVER METROPOLITAN PREPARED IN THE OFFICE OF 6mu HNIshomugh, NC 2RBA ]551 lq)732-676 Volce: (Bf Bp32d083 FI�M11f NP P-03v]9XIX6NHG 94W ICS4 IIEe.nel BRANDON W. JOHNSON PE PROJECT ENGINEER FAITH E. JAMM PE PROJECT DESIGNER T.I.P. NO. B-4593 I UE-1 I RECE1` ED ,r MAY 66 2019 I�l11 IIr CRFto4414D CITY NC GRNP Zp\\ os�\NP 5� 7 M END CONSTRUCTION L -Y7- STA.11+37.94 H 710 DOCUMfiNT NOT CONSIDERED FINAL UNTIL ALL SIGNATURES ARE COMPLETED DIVISION OF HIGHWAYS UTILITIES UNIT 1555 MAUL SERMES CENTER RALRUGH NC 2I699-1555 PHONE (919) 9674690 FAX (919) 25"151 KYLE PLEASANT REGIONAL UTDATY COORDINATOR LARRY M.JAMES. /R. SENIOR UTILITY COORDINATOR NABR RAMDAN EFGIONAL URLTDES ENGINEER KELVIN S. MARTIN, Er SENIOR UTILITIES ENGINEER TYPE -III SKETCH SHOWING BRIDGE TO PAVEMENT RELATIONSHIP -L- TYPE-111 PISta 11+900 A - -746'178(LTI D - 043'442 L - 38021' T - 19O.14' R - 7,850DO' SE RC RO - 54' 0 PROP. 8" PVC WATER yi PROP. 8" PVC FORCEMAIN 'L.) ey\y `y PROP. 36 xt6 3�. BORE PIT _ T OPEN CUT m s NEW BURIED CENTURYLINK Y S ) t CABLE s / JWN L. MCCOTTER.■ DUKE ENEflGY / 'x / ) Oa 353 PG 860 OVERHEAD GUY '^ID Y / wL aE MB 7 IG To f RLA EPCE 25.0 L �Ur, _✓y„��. 'u s _t 8 1 f s ; ... DUKE POLE »90.00 LT -.ii.L r.. y CEO 5 i i EX PN/ NDD eD VIOLET MOLLANO Oa 353 PG 25 M OtiEJ � OP. COMBO. AIR VALVE & VAULT (Sewer Only) PROP. 35'x25' BORE PIT OPEN CUT fR j�e Fr i. ram- 1 t •••f X ^�441 3. �Y {b9.0 .s ,OyBE ..0 �A h. B.. D f3' IVI L v Y NEW D KE x ..l EW DUNp Y v. POLE C �: x�\••-WD]EO >4. PODS, E. .PUS a Y v. . raa. yT1 Y/ y o 8 300 RN Y '� .,.„ y,.,: ..> y.✓*,;:� r Y tEx Y 75 4 5 4 P N OURFj RTC X 'I'_ ♦♦N�.��� SPECTRUM N HORIZ. DIRECTIONAL DRI 970 LF of 10" HOPE :I1 P\a Y i Y FY Y x sl f, f y v Y f i y 1 rH Y % 4 y JOVERNEND 1 GUY ,RDE0 Y 'Y Y v. s Y s 1 Y y Y Y 'Y 5 Y y 4Y YEX RSV Y v' f ;Yy i yJOiE / BURIED SPECTRUM CATV ABANDONED PROP. 15'x15' PROP. 36 LF OF 16"STE / IN PLACE .POKY L. MCCOTTER,■ REOPENING PIT CASING (Bore &Ja�;k 0 353Me OPENCUT / T PG rem / f t BUFFER DRAWING SHEET 2 OF 4 ALLOWABLE IMPACTS ZONE 2 ALLOWABLE IMPACTS ZONE 1 HORIZ. DIRECTIONAL DRILL(Approx. 950 LF of 10" HDPE Water) Y x r xel N PO 4 v s Y 1 Y i Y ¢— iUE F �E Y tI©fd Y� y YY Y S �JAONES S 6RNON7ef u3U W5 t. 8" FORCEMAIN (Abandon) ENGINEER ENGINEER p�2�:oEE55i•...N�S ;.00'P"__'V'..4'; x ` sEAt': c _ SEAL t E 04698r ! '- `FINES?X - 046226 _ FOR PROFILE.SEE SHEET 8 FOR ONSITE DETOURSEE SHEET 6 JOHN L. MCCOT TER. III OB 353 PG me IMCAR rdRMS,LLC OB 306 PO 447 D y i O � .Ns ➢ SEE SHEETS S-ITHRU S-42 FOR STRUCTURES PLANS RIPARIAN BUFFER IMPACTS SUMMARY IMPACTS BUFFER Site No. Station (From/To) Structure Size / Type TYPE ALLOWABLE MITIGABLE REPLACEMENT ROAD CROSSING BRIDGE PARALLEL IMPACT ZONE 1 (ftz) ZONE 2 (ftz) TOTAL (ft2) ZONE 1 (ft2) ZONE 2 (ft2) TOTAL (ftZ) ZONE 1 (ftZ) ZONE 2 (ftz) 1 15+37 -L- LT to 18+09 -L- LT Utility Relocation X 2092 1392 3484 TOTALS*: 2092 1392 3484 0 0 0 0 0 NOTES: 2010 Feb F,CP,, n IF"a) MAY 0 6 2019 0 NO.1 STATION (FROM/TO 15+37 to 18+09 -L- LT WETLANDS IN BUFFER IMPACTS SUMMARY WETLANDS IN BUFFERS ZONE 1 ZONE 2 ut) (ft) 2092 1392 (TOTAL: 1 2092 1 1392 1 2018 Feb NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 4/2/2019 PAMLICO COUNTY B-4593 BRIDGE REPLACEMENT ON NC HWY 55 BYPASS OVER TRENT CREEK SHEET 3 OF 3 MAY 0 6 2019 Rev. Jan 2009 yI �. s s , lTY GRAPHIC SCALES 50 25 0 50 140 PLANS 50 2s 0 5�0 100 PROFILE (HORIZONTAL) TO BAYBORO DESIGN DATA ADT 2019 = 5576 ADT 2040 = 8600 K = 8 % D = 55 % T = 9 °% V = 60 MPH VB3r = 50 MPH * TTST =2% DUAL =7% FUNC CLASS = MAJOR COLLECTOR REGIONAL TIER STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS PAMLICO CO UNTY LOCATION: BRIDGE NO.38 ON NC 55 OVER TRENT CREEK TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE. PROJECT LENGTH LENGTH ROADWAY TIP PROJECT B-4593 = 0.254 MILES LENGTH STUCTURE TIP PROJECT B-4593 = 0.030 MILES TOTAL LENGTH OF TIP PROJECT B-4593 = 0.284 MILES NCDOT CONTACT: DAVID STUTTS, PE mSUM 06M NOAPoDB�g011 ZSIB STANDARD SPECIFICATIONS TB-4593 38422.1.2 ---- APE 38422.2.1 Plw Utiliti 3BA22.3.1 — CONST. ECEIVED MAY 1) 6 2019 NPo a p 2� DGM4011-M CITY ' G7+ HYDRAULICS ENGINEER r 1H HmieUAU9n. NC 2727"01 1Mw-"K"p,•�,, � � V":`,✓'£ Voke: iBlBi TE'3883 F.:(919) 132BP8 _ j 5[AL ''; 3 WIxi SU mmllee.net = t, oaEAl RIGHT OF WAY DATE: BRANDON W. JOHNSON PE NOVEMBER 1, 2018 PROJECT ENGINEER LETTING DATE: I FAITH E. JAHNKE, PE JULY17 , 2 oj�PROJECT DESIGN ENGINEER ROADWAY DESIGN al$'Fu"old. ENGINEER EaF?4oiiisio�.`4* '1 04616981 __�4,ry'EimiL. UDCUMENT XOT GONSIDERID FINP1. UNLESS CLL 81E WITUNE3 COMPUTED STATE OF IV®0871°H CAROLINA, DIVISION ©1F HIGHWAYS CONVENTIONAL PLAN SHEET SYMBOLS MAY 06 2019 BOUNDARIES AND PROPERTY. Note.- Not to Scale RAILROADS:0GfM4f?HD *S.U.E. = Subsurface Utility Engineering WATER: 01TY State Line --' Water Manhole County Line —______— Standard Gauge Hedge d 9e Water Meter o Township Line ----- RR Signal Milepost ,,,,r� is Woods Line Water Valve Switch Orchard City Line Water Hydrant RR Abandoned -�- -� — — Vineyard '"^°>Ortl Reservation Line ----- LUG Waterline LOS B (S.U.E*) --- -"- - -- RR Dismantled EXISTING STRUCTURES. Property Line LUG Water Line LOS C (S.U.E*) ---"--- Existing Iron Pin MAJOR: lLG Water Line LOS D (S.U.E*) " Computed Property Corner RIGHT OF WAY C7 PROTECT CONTROL: Bridge, Tunnel or Box Culvert °"` Above Ground Water Line Secondary Horiz and Vert Control Point ♦ Bridge Wing Wall, Head Wall and End Wall - coat ww Property Monument O Primary Horiz Control Point Q N' Parcel/Se uence Number q 123 MINOR: TV Pedestal Existing Fence Line -x*x- Primary Horiz and Vert Control Point , Head and End Wall co"o Br, Exist Permanent Easment Pin and Cap Q Pipe Culvert --------- ____ TV Tower Proposed Woven Wire Fence Footbridge >-__------- LUG TV Cable Hand Hole " Proposed Chain Link Fence New Permanent Easement Pin and Cap O WG TV Cable LOS B (S.U.E.*) ----'°---- � Vertical Benchmark m Drainage Box: Catch Basin, DI or JB E]cB Proposed Barbed Wire Fence UG TV Cable LOS C (S.U.E.*) --'°--- Existing Right of Way Marker 0 Paved Ditch Gutter Existing Wetland Boundary -- _ _ - LUG TV Cable LOS D (S.U.E.*) Existing Right of Way Line Storm Sewer Manhole 0 Proposed Wetland Boundary U/G Fiber Optic Cable LOS B (S.U.E.*) ----'°'° Existing Endangered Animal Boundary ,,, New Right of Way Line �— Storm Sewer LUG Fiber Optic Cable LOS C (S.U.E.*) Existing Endangered Plant Boundary New Right of Way Line with Pin and Cap— ___IM-->A_ UTILITIES: LVG Fiber Optic Cable LOS D (S.U.E.*) Existing Historic Property Boundary New Right of Way Line with � POWER: GAS: Known Contamination Area: Soil - —5—�- Concrete or Granite WW Marker Existing Power Pole 46 Gas Valve 0 Potential Contamination Area: Soil m—s—nc- New Control of Access Line with Concrete C/A Marker Proposed Power Pole Gas Meier Known Contamination Area: Water -�%—w— 2%- Existing Control of Access —��;�— Existing Joint Use Pole 4 , lLG Gas Line LOS B (S.U.E.) ° -------- Potential Contamination Area: Water - —w—- New Control of Access m —�� Proposed Joint Use Pole � , UG Gas Line LOS C (S.U.E.) ° ------ Contaminated Site: Known or Potential q � q� Existing Easement Line --E-- Power Manhole © LUG Gas Line LOS D (S.U.E.*) ` BUILDINGS AND OTHER CULTURE' New Temporary Construction Easement E Power Line Tower ® Above Ground Gas Line Gas Pump Vent or Ur, Tank Cap O New Temporary Drainage Easement —Toe Power Transformer 2 Sign o UG Power Cable Hand Hole SANITARY SEWER: ° New Permanent Drainage Easement —PDE Sanitary Sewer Manhole O® Well w New Permanent Drainage /Utility Easement —DUE— H-Frame Pole �. Sanitary Sewer Cleanout O+ Small Mine 'k New Permanent Utility Easement —PUE U'G Power Line LOS B (S.U.E.*) --- -°- - -- UG Sanitary Sewer Line Foundation j� New Temporary Utility Easement TUE U43 Power Line LOS C (S.U.E.*) ---'--- Above Ground Sanitary Sewer "'o SaNta,y Sever Area Outline 0 New Aerial Utility Easement AUE USG Power Line LOS D (S.U.E.*) SS Forced Main line LOS B (S.U.E.*) -_-_i55---_ Cemetery 0 TELEPHONE: SS Forced Main Line LOS C (S.U.E.*) ---«•--- Building ROADS AND RELATED FEATURES. School Existing Telephone Pole �- SS Forced Main Line LOS D (S.U.E.*) �•�— Church C Existing Edge of Pavement Proposed Telephone Pole -o- Existing Curb __--- Telephone Manhole , O MISCELLANEOUS: Dam Proposed Slope Stakes Cut _-_ __- Telephone Pedestal 0 Utility Pole • HYDROLOG Y.' Proposed Slope Stakes Fill _ _ F Telephone Cell Tower. Utility Pole with Base ❑ Stream or Body of Water Proposed Curb Ramp cR UKi Telephone Cable Hand Hole Utility Located Object o Hydro, Pool or Reservoir r---—� ---- Existing Metal Guardrail JUG Telephone Cable LOS B (S.U.E.*) - - - - , -- -- Utility Traffic Signal Box Os Jurisdictional Stream —is ._ Pro d Guardrail Proposed P r UG Telephone Cable LOS C (S.U.E.*) ---'--- Utility Unknown U'G Line LOS B (S.U.E.* ) M Buffer Zone 1 By Existing Cable Guiderail ° U/G Telephone Cable LOS D S.U.E.* p ( ) UG Tank; Water, Gas, Oil 0 Buffer Zone 2 —ez x— Proposed Cable Guiderail UG Telephone Conduit LOS B (S.U.E.*) ----�e_ _ _ _ Underground Storage Tank, Approx. Loc. wr Flow Arrow Disappearing Stream � �������— Equality Symbol * UG Telephone Conduit LOS C (S.U.E. ) ---'° _ _ — AIG Tank; Water, Gas, Oil 0 Spring Pavement Removal ® U/G Telephone Conduit LOS D S.U.E.* p ( ) K Geoenvironmental Boring Weiland � VEGETATION. UG Fiber Optics Cable LOS B (S.U.E.*) ----'"°---� U/G Test Hole LOS A (S.U.E.*) m Proposed Lateral, Tail, Head Ditch Single Tree f:7 * U/G Fiber Optics Cable LOS C (S.U.E. ) — _ _„°_ _ — Abandoned According to Utility Records AATUR False Sump _ m Single Shrub © LUG Fiber Optics Cable LOS D (S.U.E.*) „° _ End of Information E.O.I. NO. I SHEET NO. PAVEMENT SCHEDULE (FINAL) PROP. APPROX. 112" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.513, C1 AT AN AVERAGE RATE OF 185 LBS. PER SO. YD. PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, C2 PT AN AVERAGE RATE OF 165 LBS. PER SO. YD. IN EACH OF TWO LAYERS. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE TYPE 39.56, C3 AT AN AVEflAGE RPTE OF 110 LBS. PER S0. YD. PER 1/' DEPTH. TO BE PLACED IN LAYERS NOT TO EXCEED 112" IN DEPTH. D1 PROP. APPROX. 21p" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.00, AT AN AVERAGE RATE OF 285 LBS. PER 80. YO. PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, D2 TYPE I19.00, AT AN AVERAGE RATE OF 114 LBS. PER SO. YD. PER 1" DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 211 IN DEPTH OR GREATER THAN 4" IN DEPTH. E1 PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE 1125.0C, AT AN AVERAGE BATE OF 456 LBS. PER SO. YD. PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.00, E2 AT AN AVERAGE BATE OF 114 LBS. PER SD. YD. PER V DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER THAN 512" IN DEPTH. f SURVEY Detail Showing Method of Wedging ,J I PROP. 6" AGGREGATE BASE COURSE. r -L P I PRIME COAT AT THE RATE OF .35 GAL. PER 50. YU. R I SHOULDER BERM GUTTER T EARTH MATERIAL. VARIABLE SLOPE SEE X-SECTION U EXISTING PAVEMENT. V I VARIABLE MILLING BITUMINOUS PAVEMENT. 0" TO I1t"DEPTH. W VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING DETAIL) NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. VARIABLE SLOPE SEE X-SECTIONS GRADE TO THIS LINE PARTIAL TYPICAL USE IN CONJUNCTION WITH TYPICAL SECTION #2 -L- STA. 15+34.93 TO STA. 15+97.83 LT -L- STA. 15+80.25 TO STA. 15+97.83 RT -L- STA. 18+06.17 TO STA. 18+24.00 LT -L- STA. 18+06.17 TO STA. 18+24.00 RT 6:1 2 /_nchof surface lift MILL EX. PAVEMENT I_____-_-_--_--__ MIN. EXISTING 1.5" / L PAVEMENT 1.5. NOTE:A TEMPORARY ASPHALT WEDGE WILLBE REQUIRED IMMEDIATELY AFTER MILLING TO ENSURE SMOOTH TRAVEL IF THE FINAL LAYER OF SURFACE COURSE IS NOT PLACED ON THE SAME DAY AS MILLING. INCIDENTAL MILLING PAVEMENT KEY -IN DETAIL (TIE-IN) TYPICAL SECTION NO. 1 -L- INC 55) I 4' P.S. C2 I GRADE TO THIS TYPICAL SECTION NO. 2 -L- INC 551 rL -L-, -Yl-* I 12' 12' 'VAR. I GRADE Cl POINT 'JOST DIST TYPICAL SECTION NO. 3 -L- INC 55) -YI- (SR 1324) -L- STA 11+00.00 TO 11+37.50 -L- STA 26+62.50 TO 27+00.00 STATION RANGES ARE APPROXIMATE ONLY. GRADE MAY BE ADJUSTED BY ENGINEER TO ENSURE A PROPER TIE-IN. 4' P.S. USE TYPICAL SECTION NO. 1 -L- STA 11+00.00 TO STA 14+50.00 -L- STA 21+50.00 TO STA 26+00.00 VARIABLE SLOPE SEE USE TYPICAL SECTION NO. 2 C IN CA ROa4% • u p. SEAL 066981 _ f}' 022896 R:WMFA��=' DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NOTE: PLACE FDPS TO FACE OF GUARDRAIL AS SHOWN ON PLANS. *FOR SLOPES VARYING FROM 3:1 TO 2:1, UTILIZE ROCK PLATING. NO SLOPES SHALL BE STEEPER THAN 2:1. -L- STA 14+50.00 TO STA 16+22.00 (BEGIN BRIDGE) -L- STA 17+82.00 (END BRIDGE) TO STA 21+50.00 MAY 1) f Z019 USE TYPICAL SECTION NO. 3 -L- STA 26+00.00 TO STA 27+00.00 Jjc lily114VIIIAU C1 A"NY -Y1- STA 10+12.04 TO STA 11+37.94 PAVEMENT SCHEDULE SHEEP NO. Cl I11/2" S9.5B C2 13" S9.5B C3 IVAR. S9.5B D1 121/2" I19.00 D1 IVAR. I19.00 E1 14" B25.00 E2 IVAR. B25.00 J 16" ABC P 1.35 PRIME COAT R ISHOULDER BERM GUTTER T IEARTH MATERIAL U IEXIST. PAVEMENT V IVAR. MILLING W (WEDGING NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. GRADE TO THIS LINE PARTIAL TYPICAL USE IN CONJUNCTION WITH TYPICAL SECTION #4 -DET- STA. 16+75.00 TO STA. 16+96.08 LT VARIABLE SLOPE SEE X-SECTIONS 4' 7' WGR -DET- GRADE I w 4' 7' w/GR -GRADE TO THIS LINE) TYPICAL SECTION NO. 4 -DET- (NC 55) BRIDGE TYPICAL SECTION NO. 5 FOR BRIDGE OVER TRENT CREEK q-DET- I 30, I 4' 11' I GRADE POINT 0� _Ol I 0`04 BRIDGE TYPICAL SECTION NO. 6 FOR TEMPORARY BRIDGE OVER TRENT CREEK VARIABLE SLOPE SEE USE TYPICAL SECTION NO. 4 -LDET- STA 11+92.83 TO STA 15+35.00 (BEGIN BRIDGE) -LDET- STA 16+75.00 (END BRIDGE) TO STA 22+58.65 USE TYPICAL SECTION NO.! -L- STA 16+22.00 (BEGIN BRIDGE) TO STA 17+82.00 (END BRIDGE) USE TYPICAL SECTION NO. 6 -LDET- STA 15+35.00 (BEGIN BRIDGE) TO STA 16+75.00 (END BRIDGE) al.. "CA ...... y'\NxtC�N�ri�O(/ 2 SEAL _ I 046981 ! '_ 022896 > DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED *FOR SLOPES VARYING FROM 3:1 TO 2:1, UTILIZE ROCK PLATING. NO SLOPES SHALL BE STEEPER THAN 2:1. MAY 6 2019 z r1 m r F n In IQ �n al 13 19 20 21 22 14 15 16 17 16 23 PLAN VIEW N.T.S. ®GEOTEXTILE FOR EMBANKMENT STABILIZATION (GES) ®GEDTEXTILE FOR SOIL STABILIZATION )GSS) MAY 0 6 2019 CL OF NOTES -LDET- 1. GRUBBING MAY NOT BE REQUIRED IN AREAS WHERE GEOTEXTILE FOR EMBANKMENT STABILIZATION (GES) OR GEOTEXTILES FOR SOIL I LIMIT OF GES FILL STABILIZATION (GSS)IS USED. ______ --- - 2. CLEAR THE AREA WITHIN THE LIMITS OF GES AND GSS. T ` y-N FI LL-,. FILL 3. PLACE GES AND GSS PERPENDICULAR TO -LOET- ALIGNMENT ON THE 2 FTITYPI . 2r ON,.�Z EXISTING GROUND AS SHOWN IN THE PLAN OR AS DIRECTED 8Y THE ENGINEER, I FT. 5.0 7 LIMIT OF GES 4. PLACE THE GEOTEXTILE WITHOUT ANY WRINKLES OR CREASES. EXISTING GROUND - - - - -- EXISTING 5. PLACE 2 FT. OF SELECT GRANULAR MATERIAL ON THE GES. SEE GES GES,ROLL DIRECTION GROUND SELECT DETAILS GES PERPENDICULAR TO GRANULAR G. THE TERMS ROLL AND MACHINE DIRECTION ARE USED SELECT GRANULAR MATERIAL TOE OF -LDET- ALIGNMENT MATERIAL SLOPE INTERCHANGEABLY. 7. NO SEAMS OR JOINTS ARE ALLOWED IN THE MACHINE DIRECTION OF GES DETAILS GEOTEXTILE. TYPICAL A- A SECTION N.T.S. 8. ALL JOINTS IN THE CROSS MACHINE DIRECTION MUST BE OVERLAPPED NOT TO SCALE A MINMUM OF 18 INCHES. 9. FOR GES, SEE GEOTEXTILE FOR EMBANKMENT STABILIZATION (SPECIAL) PROVISION. PARALLEL TO -LOET- DIRECTION C OF _L_ fL OF I I I -LOET- I ROLL I I WIDTH i it ESTIMATED QUANTITIES I---------f--- -------- _----- �;� ------,, 2 � � oo I GEDTEXTILE FOR EMBANKMENT STABILIZATION 550 SY j 3+ p, ��(kp� )g GEOTEXTILE FOR SOIL STABILIZATION 650 SY j EXISTING ��"�,_, PT '�„ I I I GROUND _ _ FILL-\ TEMPORARY SELECT GRANULAR MATERIAL 350 Cy _ RETAINING WALL ---__ LIMITS OF GSS = TOE OF SLOPE DR - GES AND GSS OVERLAP DETAILS WETLAND BOUNDARIES (SEE PLAN VIEW) GSS (PLAN VIEW, NOT TO SCALE) TYPICAL B-B SECTION NOT TO SCALE PROJECT REFERENCE NO. p_AFOT TYPE -III -L- St A15+LL.UU -L.- �I /+lf T04.Uv SKETCH SHOWING BRIDGE TO PAVEMENT RELATIONSHIP TYPE -III -L- P/ Sto 11+90J4 ,L = 2'46'17.6`(LT) D = 0'43' 440 L = 38021' T = I9OJ4' R = 7,860A0' SE = RC RO = 54' 0 r 14� BEGIN i I -L- o.l + U Y rd S 60' 55' 26b' E (BK) y lv/ L �r 5 L JOHN L. MOCOTTEfl III 00 353 PO 860 s i ;AI IVI-11 MN t25.00 -L- BEGIM'ROCIFINC w'Y 50.OD IT T rr:... s _PUE F F s fi_ k *, -,4 -, 6 VIOLET MOLLANO OF 352 PG 25 / L •` 4r �, s t C , Y iwr. -., � � .c � ,•�',.rY ,Y r:,�,,t Y Y i4 Rr I YYXD9) x Y x L h v 4 ' 1 e N/f JOHN L. MPCOTTER. IS .I u OF 353 PG 860 MR T PC 78 ,IN PROJECT TIP B-4593/ -L- STA.11+00.00 % i > j'v)f j'f r Y Y S00 1 y p i YY Y MLi' SAO, r x x RR 0 It, I -U Or l eg0o LT % i r c v i Y PU6 x ELF, xs sY yPAe PVC Y x F y s F R YF �x ,r h ENGINEER ENGINEER <204oEEbb/p,+.9 ..��^V/'1'q: SEAL SEAL'. 04698t ? •'•.Tq^F'�.G INEt¢:' _ ; 046226 ";gJ` ..dFllh 0Z�F J3 FOR PROFILE.SEE SHEET 8 FOR ONSITE OETOUR,SEE SHEET 6 JOHN L. MCCOTTER. IO 09 353 PC 060 %PLATING L- t5+98 ' IACH SLAB ✓ 97.83 68.00 LT p L ` v x� BEGIN BRIDGE1 -L- STA 16+22A( L Y � y s CL S RIP, FAP�I TO Y' (f RIPRAP TO SHOULDER y 5 5 GEOT ILE4 ., � 15' WEIBO P — POE P POE PUI PUI 'VkEL00W5 R Y REFGIN£NO 58G 1 Y 1 t YI } 040 x (( o 1 'Y +0b]1 TO 24.00 -4 LT OIL II 0.1E RAP L i i.92 ISTR. PAT REMIT DE PDE- 010 „ Rlpagp TO SHOULD f EG,DHDR D HID +803S�RT— 't9T C s1 In a -3dV3 ro- +9985 Fyn F FdE E's .ry e'-�� r,r ,✓ v.. y 4 tiX ooa + 1,... aleRAd ro f viFAP�3 s �`a�� 5 L �Ey ySRGOLOrERPwL QsA11 r .. Ei , exAeTG EXCAVATE TO ELSD' y. SMOULOEt Y, Y 30 i ` y Y Y v Y r ISTR PAY FORM) r Y Y - / p t 'JAMES 8RINSON; et ux y., { y/'i \��// 06 25 PR 649 !� END BRIDGE / -L- STA 17+82.00 ? END SOG END APPROACH LAB +24.90 -i- AT -L- STA 18+05.1 T� Ln 'AMCAR FARMS,LLC DO 306 PC 417 W _ Tj JIN OCK PkAT'lNG� y � Y <� - 8+b V +80-00 Lt Ix Y+ x , Y W 8.00 vY y Gi BYR ON} ♦ /t, 5 5Y-�GEOT 1 TOTF%ME V I y y�E s RrU �i r:'•EX RW i. V O L s I 40 0 - O - C - If rdf. �- r � r f �E -FE — � N Y < 5 J y Y 3 i. O W LARRY TO DOGI 74 ej�al R G PC 2T4 MB 6 PG 53 J i U 2 Rrr,PHIv'ED MAY 0 6 Z019 oc"111vid-1w,"Ar) CITY SEE SHEETS S-ITHRU S-42 FOR STRUCTURES PLANS PAMCAR FARMS,LLC OB 306 PO 44r -- L JOHN L. MCCOTTER, IR DR 353 PO 660 N V PAMCAR FARMS.LLC O- -- W DB 306 PG A47 uj i 'AND ROCK PLATING 22175 t' W uj a JY ➢ W388LTY y Bpp ky J l N f BBN00M1T R 10188 LT f t t s LSE BS'D0 Ll 9� 7i FkJE —t=ruq p K F 0 a T�tP t�� s x tnRUE ���.5/F 0 _ F F F fi xi.F P 05 O 0 V� xrr Iq T I'FIs Y + k 3 as t •x � r x- yr 5 Y J -L- PC Sta. 20+39.03 -.. /^LAgRv MASSENGILCI atOI f „66 587 P6 6 53 = -! v- �f•..•., � 4 1 MR 6 PG 53 f✓. i 01 �. LLJ 2 "l 1sl V DETAIL 5-1 FARM OCTION YO sa1.l v F µay`° uW�a a M a= 1 F,. T, etU-- 56 SY OF PSRM FROM STA. 33+89 TO STA. 34+30 - Ri r 2 )r / 41 � f 1 >; 1 � 1 ' I y i Ia 1' I I, i ai I FI l�I I T p i i { �l / i l a -Ylv STA. 1Of1204 ` I 1 PAMCAR FARMS.LLC1- 06 306 PO 44?h_ 1 -Yl- POT Stu. 10+00.00 p <Yx LA RRY MASSENGIL"( t of ON 587 PG 174 p M8 6 P,C'�S m ANWREW M. BNEHL. JR.. at of 08 518 PG 710 L PT St( 1 a2'v -L- Pt Sta 22+31.44 & = 14' 34'16.6'lRT1. D = 3' 48' 25.3' L = 382.75' T 192.41' R = 1,505.00' SE=06 RO = SEE PLANS q " . I l b .. r s i s6xu J� } _a n' �• ar PAMCAR FARMS, _ � 'r`�/x /4'•. x_ "`� _ � � OB 306 PO 99 li- if a f t5/LaRRY ASSENGILL at of _..._.__ 53 i r "MIS 6 PCC I STEVEN LAVALLEE BB 337 PG T55 W OB 470 PO �4T 7 %�XFg En, MAY '1) 6 2019 fjCfl,;T-N2"-4pI] CI a'� No. I SHEET NO. TEMP �co�3 Ty, I SKETCH SHOWING BRIDGE TO PAVEMENT RELATIONSHIP I Q -LDET -PC- Sta. 12+99:29 J BEGIN BRIDGE 0 J, JOHN L. M.COTTER. III sA, DO 353 PC 860 Gliff GR I'D T eG 78 T YS A./k+ $ 'P1, UE NP PU I zurI I,i, , P y PLE T 7 Ox iy "P =:7� 7 NV hu, F VIOLETROLLAND F 06 352 PC 25 5- TEN E Z JOHN L. MCCOTTERI III DR 353 PC 860 BEGIN DETOUR CONSTRUCTION MO 7 PC 78 -L- POC STA 11+00.U0- ET- PT SIG. 11+992 -LDET- PC STA 10400.00 9 E (AH) S 6r3910.9E (BK) DETAIL 6 -1 PROTECTION PRQTN (N•j 1. Al., TN- TONS CI- B R�p 11 SY GeeloNle VAR CL A E *GTNITtMFlSPQR4Ne LII K)p --,STA.Ql COO JAMES WRINSDNiief ux y I 2 L,� Iiii ""E `1 PROPOSED T fr SHORING PM' SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER CAA OZ AL EAL SE i. 046981 046226 Af. FOR PROFILE. SEE SHEET 9 FOR -L- LINE,SEE SHEET 4 JOHN L. MCCOTTE,. nI PC ... PLE - -LDET- PT Stq.17+86.36 I'lACAR FARMS, LLC O ME 306 n .1 LU er LU V4 LU LU p YE 0 lLT Impiv 0% rr — E r— Upw TO SHO , I I ULDER Own. L d I IST, ww.) Uj LARRY MASSEN,GIL�,,,a( WAh,?,-pG-174 , ME 6 PC 53 I.mil r. -LOET- R Ec, FE R! hE,-, f) PI SIG 10+99.74 PI Sto 14+34.46 PISto 17424-58 A = 612'21.0'(RT) A = 824R09B(LTJ A = 3-5rGO3'(LT) D = 3'06'50.0' D = 3'0650.0' D = 3'06'50.9 L = 199.29' T = 99.74' 9.85' L = 26' T = 135J6' L 123,64 T = 61.84' MAY 6 %019 R = 1,84040' R = 1.640,00' R = 1,640.00' SE = 04 SE 04 SE = 04 RO = 96' RO = 96' RO = 96' ()cN1i!4t111HR1j oil PROTECT REFERENCE NO, 408N L. MCCOT7ER. III 08 353 PG 860 2 T PAMCAR FARMS.LLC OB 306 PC 441 N t. r PAMCAR FARMS.LLC i W OB 306 PG 44T W �r N L'R" x' �P - 7y % w I yY� W X- •.• Y P s i y /i i� t {Y x r y.' 1� S. 3 Lu x y F:�'YZ. 5 to a sP I'" w PUE aNy2'�,s' PUS TYP O - t..... ILA — _ II i 4, U RAY SHEET NO. 6 C ROADWAY DESIGN ENGINEER HENGAWC5 ENGINEER S t: ♦>"N'CAR,," 46. ....i ' tN¢ Y SE L�`1 t _ SEAL 4 •'• - 046226 R'914 GRNP 2� .. Rom,. .,.9j' e �:� NG ......... 97 Np0 r1 I l DOCUMENT NOT CONSIDI NED FINAL UNLESS ALL SIGNATURES COMPLETED 'i FOR PROFILE, SEE SHEET 9 FOR -L- LINE.SEE SHEET 5 ig d l rI 1 , I ND DETOUR CONSTRUCTION -L- STA 25+8398= -LDET- PT STA.24+8292 5 49' 07' 27b' E (AH) % 1 PAMCAR FARMS LLC/ OB 306 PG 447 % r 1. LARRY M587 PC 274' P al OR 581 PCSue 6 zT4 0 3F x Y"' x F - DLTT- PC St .')8+8 .38 N 8 8 f S 67' 4 -' 00.9 %PAOP®SE TEMP ,w� 1 ' s m y. '• s xP - SMOfiING _4l' s R a u'Y x ry 15 J J �-LB&Re MASSENGILL eiial J A,%'r ` w--ro END GRADE 0B 56A PG 2l4 .r { y -LDET STA 22+5865 1 �3 Yx ,P P 1 Y $ ✓ / k 4 MR6PC - 7-MPS1+00.. W f'�V �� 6ETENLQl- J ET�5TA 2I+0000 \` 1{' dNOREM. BUENL al JR, eT 0 5t6 PC 110 �d �2 Z // I r. f�L ✓ '(.. fd '° .. LARK 5 al v+ / Be\n T Pc 4 MBA64PG 513E L � T ' 1 SE„ I -LDET- PI Sro 17+24,58 PI Sro 21+8729 0 = 3'51'003°2T! L = 18'34'32.4(Rr) D = 3'06' 50.0' D = 3'06' 50.9 L = 123.64' L = 59654' T = 6184' T = 30091' R = 11640.00, R = 1,640.00' SE = 04 SE = 04 RO = 96' RO = 96' PAMCAR FARMS. LL OB 306 PG 447 G ------ a � RECEIVED MAY 0 6 2019