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HomeMy WebLinkAbout20210209 Ver 1_CE encroachment_20210203 • END BRIDGE -L-CURVE DATA PROJECT REFERENCE NO. SHEET . DETAIL A DETAIL C PI Sta 10+99.18 P/Ste 13+4689 PI Sto 18+46.38 17BPJ4R.177 HE4 No w -L-STA15+2630 s an ENT No _ SNEO NO. -L-POT STa14+36.77= Ixab CUT ^xaa.Y, .5 D=50d00.0"(LT) A D=8'24'48.5°(RT) D=22'55'059 RT) ROADWAY ENGIN ER DESIGN HYDRAULICS ENGINEER -DRI-POT STA10+00.00 ',,,, ° .eP 8p L=19788' L=96./5' L=1635d END APPROACH SLAB r�ae °ini9'-' 77 T=99J8' T=4816' T=84.79' -L-STA.15+37.00 R=I,EXIST' R=681.00' R=250.00' INCOMPLETE PLANS ....sit. - o.o,Tx,lN DS=EXISTING DS=30 MPH DS=30 MPH oo NNr.nm.m a.AM...,IN Glen'A so o M,..a-IN. TT5 ex..-,.=o S.a w �.°:�M e=35 e=45 + w».u.-=""� Lr=48' Lr=64' R=15' �� FROM-U sr.4000 TO s .,0000 N nn 15+30 is PI Sta 20+44.44 sia e+%ii5„ �A'DETAIL BSA L=7'/6'll8"(RTI R=20' s 5002 a T 01 D=5'43'465" N RETA/NING L=12653' DOCUMENT NOT CONSIDERED FINAL END SBG T=6353' w ,AT-1 PE 111 __-_WALL +05 Gam M,..o-'N. :N,. 11 UNLESS ALL SIGNATURES COMPLETED F.T� b ,.�w a o s ,. ""°' DSR=1.EX EXISTING "lI-- GREU TL-2 ,, iammui-- FROM-L-Sr0.,0000 TO STA19. 11. 9 g -DRI-CURVE DATA -DR2-CURVE DATA 4r✓��j/ _I_ P/Sfa/0+5/.83 P/Sfa/0+64.76 P/S10/1+3/5/ 434 Fayetteville Street Suite 1500 N GREU TL-2 -_" A-83'/3'0/.8'/RTI =7T 4d 3/J°/RTI =85 2d 3235(LT) Raleigh,NC 27601-919.836.4040 m R_ D=190'59'09.4" D=152'47'195" D=114 35'29.6" * 2'-5"PS TYPE 111 -l5' a - SPECIAL _ L=43.5T L=50,94' L=74.48' P wENSE N Dom (TYP.) AT-1• z T=26b4' T=30.27' T=46.09' LICENSE N0.F-0iss yy nA,<+s0ro is R =30.00' R=37.5d R =50.00' 23'-6" ^ R=20' a. EST a CLEAR N-N' BETTY DB 96T PG 9240N BEGIN APPROACH SLAB ROPY \m -L-STa/4+63.00 L-POT STA/5+59.25= °P wILLIAM J.WHITE DB 790 PG 938 -DR2-POT STA.10+00.00 ® -DRI-PT Sta.10468.76 BEGIN BRIDGE -DRI-POT Sta.12+0/J2 -L-STa14+73.70 N 3E 1 8'T4 St a. \` BM'2 000,10132.00 BEGIN END SKETCH SHOWING DIMENSION OF PAVEMENT 2 ea -BL-srA.9+3eFe sTMIT. 0 NS I RETAINING WALL RETAINING WALL AND SHOULDERS IN RELATION TO PROPOSED HIGHLANDS DEVELOPMENT CROUP,LLC GPS-101 1 I NE NAIL IN BASE OF 8'POPLAR -L-STAI5+35.26,, _L_STAI6+00,00 BRIDGE WIDTH DB T ail:111A.A RIPRLLPTI EST 102 sY '" PAVED SHOULDER o Esr s4o sv GF G Q vIEMBANKMENT STTE15+42J8 TO",s RIMA EST 11 TONS STA16+0500 L 0 \FsmIlasfO SEE EST DETAIL A avoo I$ :�, o p EST 12 5Y COVD 5 H I ONS EST Tr O EST 8 TSY OF EM EST 1S19 T GF CT C ; ; ; ® ONEw o l' . . _ 4: 'C • ,.6 JULIO DELANOYB ET AL OUE-s EIP E\ .�{ COa \ °R OO e ry4 OB 702 PG ei t J _ ... , DANIEL BOONS COUNC19810NPGB9Z SCOUTS OF AMERICA ., 0 PL E F E +n j a / DB GP AEL ea • L PC Sta.10+00.00 © iL 4 r �. /) _-_\ °9• EMBANKMENT SPECIAL cur DITCH +5a+-n GPB-10, i i Ail ` q. AT SEE DUAL B r ro • 9. �.��� •�ra�i " .•ram ` �i� `j� W II '� A a En,a sr IRIPGr END GRADE ry 3s•3a s9 E .-I ` 3 5,. ,Yi7 +A' ... T PRIMP'�MMY7 ;:-W-1 r- F e 4A M.� r-IT�q.Cyr Ml:Ett*t.1 ,„ -.--_ ---- z. \6TB _L-STA/9126.00 z9.a9 A,x.. - _ Rsxm.W : r., L'yri, �Tw ERR �, ORaN g %..,,-3"i�.o � ��1'Y�� ���� K 5�1�� �d Jl�.�r T o- T. N 7'56'30.d E f- F wR� D � j'E1�R ����i Nil, END TO'PROJECT l7BPJ4RJ77 FOREST SERVICE -3 RAN e REFERENCE woxs �. ° �,�A _ ' �w. n e$441►W �11�'�"+I 'a L s als+slop ' vr�. e. .�• it ��J 4>. "Z ��� ii�,R E 7 F.ow D iT ±st '�*gsANN .8e+ N BEGIN TIP PROJECT 8BPJ4R177 ^s sLe.BL. ENT Es n• ,s REMuovE i••K'b-p`X o cu ro NANoECCLASS IRIPRAP a .y�I A' •, -L-STA10+70A0 r:o s EST 12 TONS E s�] rts`E"rc V. h .(.3 •� CRISTINE MARSHALL NP 37'37'08PC -uv2' L ,", N" _ -m � . DB 570 PG n05 Y§ -L-PC Sto.12+98.7 .. _ ' o,. E�, \ \ BEGIN GRADE -L-POT Sta.14+3677= Ise ._-,r "` _J s nom \�'7c� "��\ N. -L-STA10+95.00 -DRI-PDT Sta.10+00.00 BLBSTA.9+BI.3933BIIB•RN' ++""U , �' ! sao�R0UU J Ktiy ��o• S 6d 28'l45"W SPIKE IN BASE OF IR'OAK'. ' '7/ \5 QC' N. '\ -L-POT Sfa.15+59.25 _ -DR2-POT Sta.10+00.00 5�o N e /,,,, " -DR2-PC Sta./0+34.49 2� �0 � ® -DR2-PRC Sta. BYO -DR2-PT Sto.11+59.90 Q� Z. -DR2-POT Sta.11+83.42 / N 52'57'14.0°E SPEC. O siE oEr u a DANIEL BOONS COUNCIL.N., EST75 TONS / NOTES: BOT SCOUTS 9 AMERICA E 200 SY G DB 460 PG 92 DO NOT DISTURB SILO'S DURING CONSTRUCTION. /55100 EXCAVATION HATCHING o REMOVE AND REPLACE FENCE TO BACK OF CUT \\ ®PAVEMENT REMOVAL d DITCH IN SW QUADRANT. SEE SHEET 5 FOR -L-PROFILE PAVED SHOULDER ,, o a SEE SHEET 5 FOR -DRI-PROFILE a e ®INCIDENTAL MILLING SEE SHEET 5 FOR -DR2-PROFILERry �