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Home My WebLink About20190109 Ver 1_B5326_Roadway_20190124�o " J � � w � � � l� � � N � O U � V � � O U, See SPet 7A For Index of Sheets See Sheei iB For ConvenYlonalS mbols ousn � °� \\ o0 �� F � � o � ry .�.�'"fTF - � - � _.... ��kC —_ ,.� PROJECT ' � �' RFFK LOCATION m W i " Y�oa ao � Z VICINITY MAP 90% PLAN SUBMITTAL � �S �o° THIS PROJECT HAS NO CONTROL OF ACCESS. �� A�' �� 1L�llA Y a il �� v ��A�I �� `l4� V'V' dil ll � WAKE CO U11tTY NCDOT CONT9CT.• DAVID STUTfS PE wHSRRD AK Z�00 raer rscn rx r� orFres oF: HYDRA[7LICS ENG7NEER�,�,,..,.�,.,,,, GRAPHIC SCALES DESIGN DATA PROJECT LENGTH �� wse ��,��..f".R�<',°, ADT 2019 = 4767 w"",°°°`.'" ��o��'=�'= so 25 o so ioo ADT 2040 = 6400 �NGTH ROADWAY PROJECT B-5326 = 0.261 M7 """" "°. `-°`�, ° po39,so ;_ g�� °��p°" �� K=�� LENGTH STR[ICTURE PROJECT B-5326 = 0.029 MI �o�::c��,�:so?3�� PLANS aois sznHnarm sescrFicnrmxs ys D = 55 % a.'`�".�."��.��' � so 25 o so ioo T— q �* TOTAL LENGTH PROJECT B-5326 = 0.290 MI RIGHT OF WAY DATE: RONYELL A. THIGPEN PE �� „ � a V= 50 MPH JUNE 22 2015 eRo��.cr�crN66R ROADWAY DESIGN ,,�-�"H cnRo�.,; � PROFILE HORIZONTAL ENGINEER =o :'o�«v�+:,:y; B°�,� �e ( ) ` (TTST =1%+ DUAL =3%) , E� = r �� 10 5 0 10 20 FUNC CLASS = LETTING DATE: HOLLY CHRISTENBURY PE - oiaus ;_ �e t�se�� MAJOR COLLECTOR APRIL 16, 2019 PRo�acr nes�cv nmenvaex "'�..F.�,Ne�g,��'= PROFILE (VERTICAL) SUBREGIONAL TIER � ��' c�R�s��,� LOCATIOIV: REPLACE BRIDGE 1V0.247 OVER WHITE OAK CREEK O1V SR 2555 (RAYIYOR RD) TYPE OF WORK: GRADIIYG, DRA7IVAGE, PAVIIVG, A1VD STRUCTURE BOUNDARIES AND PROPERTY.• $Tafe Line CounTy Line Township Line ------- Ci}y Line Reservafion Line - - Property Line Ezisting Iron Pin � Compufed PropeAy Comer � Property Monument � Parcel/$equence Number i�3 Existing Fence Line -x x x- Proposed Woven Wire Fence Proposed Chpin Link Fence a Proposed Barbed Wire Fence 6 Existinq WeHand Boundary ----^�a---- Proposed Wefland Boundary ^�a Exisfing Endangered Animol Boundary F•a Existing Endangered Plant Boundary F°° Existing Historic PropeMy Boundary ^�a Known ConTominofion Area: $oil -�-e-�- Pofentipl Con}omina}ion Area: Soil -�-s-�- Known Contominofion Area: Wafer �-w-�- Pofen}iol Con}omino}ion Area: Water -�-w-�- Contaminated Sife: Known or Pofenfipl BUILDINGS AND OTHER CULTURE.• Gas Pump Ven} or U/G Tonk Cap O Sign � Well . Small Mine 5:' Foundation 0 Area Oufline 0 Cemefery OT Building � School � Church � Dam HYDROLOGY.• Stream or Body of Wafer Hydro, Pool or Reservoir �____] Jurisdicfional Sfream —�s— _ Buffer Zone 1 az i Buffer Zone 2 ez z Flow Arrow F--�—�-- Disappearing Siream ��—��— Spring p� _'..___ WeHpnd � Proposed Laferal, Tail, Head Difch False $ump � �°Il°A°1[[°'� �1F N�➢IE8°1['[°][� �A1E8�1LIII�A9IIDb�II�b�i� �1F ][�d4��[�VA�� CONVENTIONAL PLAN SHEET SYMBOLS RAIIROADS.• Note: Not m Sca1e *S. U.E. = Subsurf¢ce Utility Engzneering Sfpndard Gauge � Hedge "^'"^"�'^"^^"" RR Signal Milepost � Woods Line � --��"'� Swi}ch N 0 5 Orchard � S? f? fl RR Abandoned — —�— — Vineyard 0 RR Dismanfled EXISTING STRUCTURES• RIGHT OF WAY £y PROfECT CONTROL: Secondary Horiz and Vert Con}rol Poinf Primary Horiz Con}rol Poinf Primary Horiz and Vert Confrol Point Exis} Permanenf Easment Pin and Cap O New Permanent Easemenf Pin and Cap Verticol Benchmork Exis}ing Righf of Way Marker 0 Exisfing Right of Woy Line New RighT of Woy Line � New Righf of Woy Line with Pin and Cap— �� New Right of Way Line with � Concrefe or Grani}e WW Marker New Conirol of Access Line wifh � Concrete C/A Marker Exisfing Comrol of Access —�� New Conirol of Access � Exisfing Eosemen} Line --E-- New Temporory Construction EusemeM - e New Temporary Drainage Easemen} TOE New Permanent Drainage Easement eoe New Permanent Drainage /Ufility Easemen} ouE New PermanentUtility Easemen} —rue— New Temporory Ufilify EosemenT —rUE— New Aerial Utility Epsement nue ROADS AND RELATED FEATURES.• Exisfinq Edge of Ppvement Exisfing Curb Proposed Slope Stakes Cut --- �--- Proposed $lope $takes Fill --- F--- Proposed Curb Ramp cR EzisTing Mefal Guardmil ' ' ' Proposed Guardrail Existing Cable Guiderail Proposed Cable Guiderail " Equalify Symbol � Pavemen} Remavpl � !�E'GET,9TION.• Single Tree Q Single Shrub o MAJOR: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gut}er Sform Sewer Manhole Sform Sewer UTILITIES: POWER: Exisfing Power Pole Proposed Power Pole Existing Join} Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Tronsformer U/G Power Cable Hand Hole— H-Frame Pole U/G Power Line LOS B(S.U.E.*) L4G Power Line LOS C(S.U.E.*� U/G Power Line LOS D(S.U.E.*) 0 � � H� ww � WATER: Water Manhole Wafer Mefer Wafer Valve Water Hydrant WG Water Line LOS B(S.U.E*) U/G Wa}er Line LOS C(S.U.E*� WG Wa}er Line LOS D(S.U.E*) Above Ground Water Line O � � � N: �� N Pedestal � — — - N Tower � r_ ___� UT N Cable Hand Hole "0» � e WG N Cable LOS B(S.U.E.*) ----'�---- WG N Cable LOS C(S.U.E.*) --��--- � lLG N Cable LOS D(S.U.E.') '° WG FiberOptic Cable LOS B(S.U.E.") ----�•�°--- WG FiberOptic Cable LOS C �S.U.E.'�— ---�°��-- U/G Fiber Optic Cable LOS D �S.U.E.*) '�'° � b � � OO � � GAS: Gas Valve Gas Mefer lLG Gas Line LOS B(S.U.E.') lLG Gas Line LOS C(S.U.E.*) lVG Gps Line LOS D(S.U.E.`) Above Ground Gas Line — 0 � TELEPHONE: Existing Telephone Pole + Proposed Telephone Pole � Telephone Manhole OO Telephone Pedestal O Telephone Cell Tower �, WG Telephone Cable Hond Hole 0 lLG Telephone Cable LOS B(S.LLE.") ---�---- L4G Telephone Cable LOS C(S.U.E.`J— --�--- lYG Telephone Cable LOS D(S.U.E.*) * WG Telephone Condui}LOS B (S.U.E.*) ----*_---- U/G Telephone Conduif LOS C(S.U.E.') --*_--- WG Telephone Conduit LOS D(S.U.E.') '_ lYG Fiber Opfics Cable LOS B(S.U.E.`) ----<<�--� U/G Fiber Optics Cable LOS C �S.U.E.')— ---<<�--- U/G Fiber Op}ics Cable LOS D �S.U.E.*) "� — SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer CleanoW UT Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS B(S.U.E.*) SS Forced Main Line LOS C(S.U.E.") 55 Farced Main Line LOS D(S.U.E.') MISCELLANEOUS: Utility Pole Utility Pole wifh Base U}ili}y Located Objec} Ufilify Troffic Signal Box Ufility Unknown ViG Line LOS B(S.U.E.`) WG Tank; Water, Gas, Oil Underground $torage Tank, Approx. Loc. - P✓G Tank; Water, Gas, Oil Geoenvironmenfal Boring lLG TesT Hole LOS A(S.U.E.') Abandoned According fo Ufility Records - End of Information OO O+ • ❑ O 0 0 0 � m AATUR E.O.I. � BEGIN BRIDGE ti o�aPREPaREoa� Paa,E�.aEFE��<E�a E. BE(�'ll�l APPfZ�ACIi 5�,� -�- SIO. /6-/-9.3.7/ ��B'�v �� / . B 5326 me4Ho END APPROACH SLAB sPE< °u',��,`�K �,c� ti °� -L- Sta.16+82.87 / �,ok,. � SRS a°AE��o��` "E°�"�EER� i__ -L- Stae 18+57.l3 O �oo ��t...t..aF-0�6, ..�., TYPE III 5 TYPE III „ � � p � z tH cnc'a�- zo�, �ti %°` � m ND TIP PROJECT B-5326 N - & N i i - N 2,_6„ C&G � + � �`�� o _ � .,_ �`�� aM �$ s P��s, � � "F � `` � � � . _ .ROM ,PK ,o.ab. . ,z bo �, o � � � .a�oa � STA. 25Mo r��oM��R�sr oo��M "�� „�.,.� �_ .. � N oE � N��i; Ha�s,,..�� m�wA��.�• � � N 1 I N DET.4ILE V' �•, �� V�� I DrtCH a � � \e ENT NOT CONSIDEREO FIHAL e p 1�=rw sm.] � � _m�Et a � � YPE III TYP III 3'-5"PS A A ` BM i996 PG 300 UNLESS ALL SIGNATURES COMPLETED 3�-5°Ps 3�-5° a ,00 N - � � �. �� 48'-8" END BRIDGE °°°° 'A°"" �� mP �s j__ F-F ,J -'-�r �L � PT Sfo.26+14.25 � a, � �� -L- Sta. 18+46e29 �e,�� -_ �/ =�o �� _ I N p` -' x '� r/e �m p 1 � � AT-1 Nor ro scn�e - °'�'"^ - N -!�x�� k A t� � BRIDGE SKETCH � '0+90iO'°+10L� W � ��y�I'� � D AIL G � --- - H�pz V` /1 �/ I DET�I�B DETAILD -R ��i00 \�i, \ . sr DnxoILA „ e u �" ��e��e:mi � ��„�ozw. = C � +as.oa a /� �iv-__\;�� /��'� � � . : -BL-104 W2�. � 6 \�� ,,�� l� s 1 am�e •=�^a ,. � p, a s � 69.60 L STA.24+70 TO 25+59 bl �� 3p 0 9 � xo-aac osa�N �e� .. cm.. o.00xi /-. DEB 5Pa.GPRNOL�I �\ "�a6F � 1� � � � BM°2 'BIIRNETT PCKETi &G � SNo � �`� � ` N:698.T96 �/O.Q�,� � `''�� q E�2.39�q6 �w . .. " .wn . . . . n. � WFE LORRI P39KETi / ao/w � `a\3'm ELEV 30 9 FROM L �rc. ni.. ' *vre ol �.a� � `� . � WOM L SiA 1d+68 i0 la+IS Li � � O L SiA.li 55 To 8=55 FROM L SiA 18 65 i0 19+00 Li , fROM L SiA 19+00 i0 20 � I " eM 9�� PGGSap //+ � /� � /G� a F� �N � � �END GRADE �� cuave oara rRa� � � �.� Pl Sta /0+23.96 PlSto 10+5250 Pl Sfo 10+8/.l2 � wHire onK nssocinres, n � u H�� e �.�. �E�E�� PaR��ER��P I-L- STA. 2 4+ 7 � o= ir oo� aa.9° r�n o= 22' or 29.a� rRn o= ir oa 4a.q� r�n • � ° i � � � D= 57'l7'44.8" D= 57'l7'44.8" D= 57'l7'44.&' a�oun�o poo�E wHre oaK aswenres a L= 1922' L 38.44' L= 19.22' z� o ozs ss tl N esrsv3 sv uc coeEaifisP TNcaswa T= 9.64' T- 19.46' 7 964' xrvaP I pc srs o e oa5`* .. o R= ioo.00 R= ioo.oa R ioo.00 Ro,Ear � �� _�+� � � + - MO 6 vG 265GIN TIP PROJECT B-5326 Por -aRi- s o = aA� i 7 9��8�?�, � � `� E E:2.39.29]'� �. +I]a�'sl � L Sto. 13+65. 6 e�ev za 3s � �� p a-L-S�STA.'1 Q+ 30.00 h E=.o3osE=r oF �E Isa 3 gE.a E�� c�a�, w � A� � w��a6 sAwrER �`.'�� I ��AREre�E sMr� � E•. W '�m, ,. E:, �� : oo�°`T�A pPor -oRa-sra io+ - � EN � comsrRucrroN $ � E � I� �6 �� - °aG�966 Po s � P� � �� oo �, -L /5+ � .� � - RA/L- POT Sta 1/+60.00� � � P°I �' �� /� 1� �POT OR3 S1o. 1ff8L5 � ^ '�'� � � � + o� ne ro � s�� ,w m eo� �rsa�e �u i � �='-r� �� m o o EXIST.C&G ��0 5 �"''3z'�`. � � N 5'09'lOS" p S\ L �� PROPOSED- %} uren%[}o eo��E6� z �i � """� * ,� �o �.GR,� P07 - R2 A./0+00.00= �� ad 5 I� � E \ � � � � or�� ,� c5 .16+0.00 � � �� o l To GF � et � s s urew.Fv�� PTSfo.l4+483� ��rGF ' L* zaaEEsps�s°r�oFzcD c E�1 >; aw / � �, �' o' _ , ' ao �o aooLE� ��P . � C � ��ER � � '� � a � �� s �� i z�€�dows � i � � �� s'� � � ��` � � � � � 6 . e � � � oo '" I ay.�o � � 00 �. * ..v.o �.. , � � � ao . � acr v ,o oa � ' s ,� � I , w 5 �c � Iz , O vo 00 � i � 000= a ��aE.E�,00� ,w , . �� ,. .�E a ss s P <E - � c _ - � �r a ze_� � . „a3s� `� <az ° aao caocpanes.��cf e o s a � � : �o� - »� �, �aoo i. � oao ro.o � �� oe ea M io vi _ _ � _ W s Ao 0 0 � �� ° � _ � a i �0o s i� 966 I- _ � .o P��s �,,�c N � , aco�_ � .. .. .. .. F se_ P * F R � Nvs .` ` . ,s �. zis'hs � I i � � , C� _ � \� R _ _ - i� _ " EM �E � 5 F "¢I z s � � _R� aa� �s. W�Fe �ce onvs � 3es " /�,,,,, � 8< � � �. oir ' , . ' '" � " .�� '� ` GR TL 3 en�c �- �% �+-,� oati GREU TL- � � 9 7 � ea x„e a w Q O e � o-:r�N, _ � ioEPw E � _m==>_ tl / z _ a _ _ . . .. . .. . . .. j��F '� _ � ___ ao - - _ _ _ -- _ --- _- 30� - - �_ � _ � ��^ 8P = r _ - - - - ,� -- -- a � � � - - ------� - m - .� - - �' ---, � a�P � o Z - -- -- :aa - ��s� 30 �a� -_,�,_ «� �' __'-- -°' -- --,- � � e , ,:7 . _ oo aa T P,wk e � F e . , `o _ °� ��4 -- _ __-_ _ -- - - 3 , a .'„�F.g a � o MB53 6 I 9 30 0'Roaov _ I .�Q ' - ; �.?� . - _ - - - - - sL� ° �� 0. xcu,ove � ��`�J�C> - __ 35'R � F , F� ae y>o � � G v� - � ��' C� � "''° 0 os Eo .o o�n �, R a " � � a>Po � os r * � � � `> �. acP� �� nr t � . o R � ' R 5 aba9 `" -- .. - . ,a �oa a � � +e �5 � - - ':.�eson� .n,a . o�?e 5 25' 09' 30.4 E � �. . �� . . , . 2 E o o �00' ro.00 R* - _ E �° pA E E 3 , �wav wE� 32 R r� �� b� 6� � `" o� �, � o E CANE TRANSITION 10 JO�� / � + �75i.'IO+g0.7 waoos � ooNa�o � � sa x. �p � PRC S1o.10+7/,q8 n xr ME�vr� o sr Nci� nNo.� � 000i� I ex.xw"� / a - es.ai °V �o.00 x. J°� �a . "� � oo a. arvo e s c� : s�z Pc s�ao �� a r w aEcir✓ coNsrRucrroN O�S��o i- �/ o ai.so x. °.e' " O ou�a• .� J " TRAIL- POT 51a. 10+60.00 E a� cr � D7C au zoo cc ss � IO a �i +nc ry o3 an� qicH . x• �� /, {,} HxMEH. `41� Q o Eco6� wr�ren n� L PC Sio. 23+5778� z � � a�' °aM 399e p� g�z POT-OR4- S7o. 11+0000 ry o �E c I �+, PRC Sta I0+33D4 es. w sv oF �eo- sr or ceo � Po7 -OR/ Sta. /0+9/,22 S 5f Oy 10.5 W 0 � t;q � �S Po7 OR3 Sta.1 +00. _ .� Lx wo PG Sto l +13.82 5 54' S7' 07 /" W t '� I0e O 03 • -L- STA 20+5246 PROPOSEO SI�EWALK �� POT -OR2- S7o. ll+1677 �o - / P07 SYo�. 10+00.00 DETASL I PROPOSED PAVED SHOULDER DO NOT DISTURB GATE 5 52` ' S.0"W ,y �� h' 6029'l9A"E CURVE DA7A -L- lRAYNOR ROJ svet rtn � NOTE: ALL RADIIARE 10' UNLESS OTHERWISE NOTED DETAIL F � DETAIL G H DETAIL H PlSio lOfl5l2 PISio /2f99.74 Pl Sta 24f/3.64 PlSta 25+q200 �� m� CONTRACTOR MUST COMPLETELY REMOVE a�P ,�„ : i �T ��+e��e:ai x �= 0`OS'03.5"(LTI 0= 13�4Y19J"(LT) �= 2'S8'36.3"(R71 �= 8'l9'223"fRT7 :iop EXISTING TIMBER ABUTMENTS INCLUDING �A?� �� °° °• D= 0`l6'43.4" D= 4'35'0/.2" D= 2'39'S37" D= 5'44'S6.9" �,e� �� _ � L= 3024' L= 798.64' L= ll1.70' L= 14477' ANY CONCRETE FOOTERS USING APPROVED x � a -�� i.r+. si - r= l5✓2' T= 150.03' T= 55.86' T= 725/' NCDOT BMP METHODS. / �"°• pm�� - GP��tl '�'� ' R= 20555.87' R=/,250.Od R= 2150.Od R= 996.62' �� _ SEE SHEET NO. 5 FOR -DET- PL4N AND PROFILE �eme..ne G�fFm��F - "`^' OS = 50mph OS = 50mph - SEE SHEET NO. 6 FOR -L- PROFILE "^ a°_ "° - ' - SE = 4.0% SE = 4.0% -- - SEE SHEET N0.6 FOR -TRAIL- PROFILE �� -��u � - - - _ - RO = SEE PLANS RO = SEE PLANS iss.ao �,.� SEE SHEET N0. 7 FOR -DR4- PROFILE �p�,M,��,s ��yo� ,� �p_,;s „ fwoM -�- s*n i�+es *o ie+so ar fROM -�- srn ie+so ro n+oo ar FOR RO FOR RO i— — — — — — — — — — — — — — i I _ -DET- "E�Y� � µ w. o,EBR5326E�o menHo I CONC. +92 -L PI Sfo 10+6373 Pl Sto 12+53.67 Pl Sto 21+63.19 Pl Sto 25+/6.90 Pl Sta 26+/4J9 R H BARRI ER o= i� 3s i33° rRn o= 2e� as s9�° rtn o= a� ag 3zz° r�n o= n� ao� ie.a° rRn o= r' aa n.�� rRn � E ��° �� , � oAow E: � � � a � B_ fg� D= l0' 94' S8.8" D= l0� 44' S8.8" D= S 43' 465" D= l0' 44' S8.8" D= 5 44' S6.4" r .� a; � ,,, ,,, TYPE-III L= 126.86' L= 249.00' L= 154.04' L= 164.39' L= 3L49' ,,;�� cnRp'�-;, ,,.��,H_�^reo�ti ; I 7= 63.73' T= 126BY T= 77J7' 7= 8285' T= 1575' ,o :.o,us,oN... � -��oeEs'sioN...,q =':, R= 533.00' R= 533.00' R= 1,000.00' R= 533.00' R= 996.62' ;'_" '�'•,9: „ I e= 4.0% e= 4.0% e= 4.0% e= 4.0% '�' - i��i 'r- oasieo � -DET- a o � � o DS = 90MPH OS = 40MPH OS = 40MPH �90 " - '- ' I Lr = SEE PLANS Lr = 72' L� = SEE PLANS _,o �`��+��wc"'�'' �,;o:qcwcE:a�:' I o 0 o FOR RO FOR RO '\'�.�S,R �`�fFCHR�st�;�'� .,L„VJ � .� � "„ „ ""�N.s w n�, `�' I ouxTcn�i o ��A�� B oeiOUa Da PAni [m uKm[ui ��j DOCUMENT NOT CONSIDERED FINAL GREU 350 TL-3 �,PE-III n'PE-III / � irvo�oxm.i�� ET� �P4�+A�n�m��b� � al "^�s�=BA UNLESSALLEIGNATURESLOMPLETEO I SBG q� END BRIDGE \ / °� ^ � +as Mim rn. n �so �/ �,,.,, �,A�,,� ��, �,,.., ��a �,�d. ,o.,��, - I BEGIN BRIDGE 30'OUT TO OUT - _ STA. 17+12.50 a,. - �. .w, a- i F y�, w�,,,.,- i � - NOT TO SCALE ' SEE SHEET 2A-3 _ c•°'�"'•- � DETOUR BRIDGE SKETCH .aoM _oE.= s.: zoOb .o z.°'< <. faoM -o�,- �.. zo.a� .o z3-,s a. N oE,- s.A „-6. a. wl � � � wHrte onk assoaares. a FROM -0Ei-zTA io i END GRADE N.c.cE�Eaa� anarnEr+sxiP sEEp�p�� -DET- STA.24+36.58= � BEGIN GRADE aaNa� o poo�e6 o t -L- STA.24+21.12, 12.04' RT _ eM zoos Pc zsss I za.s< wnre onrc nssocarEs a �o�••^�_�^��^'•• eooa N.c ceaeaa� P eresna -0ET- STA 11+09.24= ��s=�=s� � 9 P� ns o I+� � 4, p 2655 -L- STA.11 +08.45, 21.29' RT o>EA. � I�- � W I ! B� N BM m O I p r � Oo PG \J �`o ' I e a I E 263 .29N� �2a 5 I . x�' �a ELEv 29 5' � 6� - O � � I 7 FROM oEi siA a+t .� _ ,,I$ 4M SPWYER EkRW� \ S\ � p W s�o�� .:'� J 4�} Ex � WIFERBREN�AMSM & ..(--- L �BFv1966 PO � � DET PC S7o. 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STA. 17+12.50 s[e oern � e "�� o ro zo ia U � •ncirr ov2an�EmH 5� �� t:S Cs.hcsv Ly!� � o wio.� i°w"r�H°c" u,;s� ' � � r oF a �e �� x>a.�w, s� o s"�n`�o`+ei�;o°i`a"��s rer �Lx� I a � �� x � � r .n e � e vse ac vz ' C'� menuxmeH. x + ii � oe 3 � e � �+ : � � � i � sr s� � sEE o�,A�, � n a� c� / H� _ . ezai � + M o oE�M sEs � o�. zs. a �� , w000s � �. � � � - � BEGIN CONSTRUCTION �' + � � p N m�p�p 'R 9a�-_� °'�o �� I -L- STA. 10+30.00, 22.9' RT= �e" �° p2o�00 \ -{ - oEr-Pcc �o.2s+ea.aa= D �e � -DET- STA 10+30J4, 12 RT�, � � I � � ��L�� - sra.25+a2�� a \ �5 9 'o � ./ ./ �� , i�r � I 1 x PT SYa.26+79.937� /� � M-""�,"_ R. - - . X`� �" °"v Am �1 � DO NOT DISTURB GATE \ �` , / �E�_ ° - �� `� F � � --� - �` ; L N r�/ moqy�E�w�P� �' �� 6 i � q ns= s�� qo �� I BREAKING OF EXISTING PAVEMENT +. ` -� ' _ ep� � PR � ��` �.a i m � = P � , enveMeNr ReMovn� � �EMo�30° �END��CON UCTION� NOTE: ALL DRIVEWAY RADIIARE 20' UNLESS OTHERWISE NOTED. � - STA. ?S+S�J.6��2. RT= �� - CONSTRUCTION AREA Q o.00�x� � � � C ��DET- STA. 25+75.03, 12 RT� , SEE SHEET 7 FOR -0ET- PROFILE � I ".� / i � O I ' BIIRNETT PICKET�&�'/ �I � � / 3 � ,