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Home My WebLink About20171049 Ver 1_Build Maps_20170818 (2)•, See Sheet �-A For I ndex of Sheets BEGI1� TIP PR OJECT 8-5864 -L- STA.12 + 25.00 TO B USICI� BEGI1� C01�STR UCTI011t -L- STA. IO + 28.00 �� I/�� 1 ` • 1 � 1 �•� . . �`•�� 1 ��` 1 1 1 �� I,� 1 1 � � �\ ll ' � � LOCA TI01�1: BRIDGE 1�0. 49 0 VER BR O W1�S CREEI� 01� 1�1C 80 TYPE OF WORI�: GRADII�G, PA VI1�G, DRAII�AGE, A1�D STR UCTURE BEGI11t BRIDGE —L— STA.13 + 94.88 BEGI11� APPROACH SLAB —L— STA.13 + 84.00 ------- —L — (NC 80) —DET — BEGI11l DETO UR BRIDGE DET— STA.14 + 12. SO � O i BEGI1� DETOUR C01�STR UCTI01�1 -L- STA.10 + 36.71 DET- STA. l0 + 36.71 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. THIS IS NOT A CONTROL OF ACCESS PROJECT. �� . . � .. . —L— STA. l4 + 47.13 E1�D APPROACH SLAB —L— STA.14 + 58.00 E1�D TIP I'R OJECT 8-5864 -L- STA. IS + 70.00 _---- -------------- —L — (NC 80) TO MICA VILLE ---------�---------------� \ E11�D DETO UR BRIDGE DET— STA.14 + 67.50 E1�D DETOUR -L- STA.18 + 14.' DET- 18 + 24.07 C01�STR UCTI01�1 \ E1�D C01�STR UCTI01�� -L- STA. l9 + 7�.00 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIG11t DATA PROJECT LEI�GTH Prepared In tl� Offlce of: HYDRAULICS E1VGIIVEER ADT 2018 = 2600 DIVISI01� OF HIGHWAYS 50 25 0 50 l0o ADT 2038 = 2900 LENGTH ROADWAY TIP PROJECT B-5864 = 0.055 MILE 1000 Birch Ridge Dr., Raleigh Nc, 27610 �� p� ��apyy Qqo K = 9 p�0 2012 STANDARD SPECIFICATIONS ��? �poQ PLANS p— 70 % LENGTH STRUCTURE TIP PROJECT B-5864 = 0.010 MILE P.E. � � SIGNATURE: rvi ,, 50 25 0 50 l00 T= 4 %* TOTAL LENGTH TIP PROJECT B-5864 = 0.065 MILE RIGHT OF WAY DATE: KEVIN E. MOORE, PE �� PROJECT ENGINEER ROADWAY DESIG11t � V— 50 MPH JANUARY 26, 2017 PROFILE HORIZONTAL E11tGI11tEER � Q � ) * TTST =1% DUAL = 3% ��p o �Q Q� 00 10 5 0 10 20 FUNC CLASS = LETTI11lG DATE: NATHAN N. ADIMA, PE ��p� MAJOR COLLECTOR JANUARY 16, ZO�H I'ROJECT DESIGN ENGINEER PROFILE (VERTICAL) REGIONAL TIER P�E� SIGNAT URE: BOU11lDARIES AND PROPERTY.• State Line ----- ----- County Line --- ---- Township Line -- -- City Line - - Reservation Line - - Property Line Existing Iron Pin � Property Corner � Property Monument 0 Parcel/Sequence Number �23 Existing Fence Line -X X X- Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence Existing Wetland Boundary - - - -W�B- - - - Proposed Wetland Boundary W�B Existing Endangered Animal Boundary EAB Existing Endangered Plant Boundary EPB Existing Historic Property Boundary HPB Known Contamination Area: Soil - '�• •�• Potential Contamination Area: Soil - � � Known Contamination Area: Water - '•' '•' Potential Contamination Area: Water - � � Contaminated Site: Known or Potential �' ? BUILDINGS AND OTHER CULTURE: Gas Pump Vent or U/G Tank Cap O Sign � Well ° w Small Mine �' Foundation 0 Area Outline Cemetery fi Building School � Church � Dam HYDROLOGY.• Stream or Body of Water --- --- Hydro, Pool or Reservoir �____� Jurisdictional Stream �S — Buffer Zone 1 Bz � BufFer Zone 2 Bz 2 F I ow Arrow � --- --- Disappearing Stream �--- --- Spring �'��-�_.-.� Wetland � Proposed Lateral, Tail, Head Ditch � FLOW False Sump � � " I' .,�� `I' I �:' (�)� I ��° .� (�) I'� " I' I'-I � �' . �� I'� (�) I ., I \ . ��. , II)� �i' I :�� I (�) \ (�) I .�" I'I � �� I'I ��i' . �� '" � � � ' � ' : � �- � � �- � �� .„ , _ RAILROADS: Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled RIGHT OF WAY.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite R1W Marker Proposed Control of Access Line with Concrete C/A Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement CSX TRANSPORTATION O MILEPOST 35 0 SWITCH �� Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND RELATED FEATURES: Existing Edge of Pavement — Existing Curb — � 0 . W . W . �� W in� � .. _. �� c� �A, E E TDE PDE DUE PUE TUE AUE 0 Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp cR Existing Metal Guardrail T T T Proposed Guardrail T T T T Existing Cable Guiderail n n � Proposed Cable Guiderail n n n n Equality Symbol � Pavement Removal T�EGETATIDN.• Single Tree Single Shrub � � Hedge Woods Line � � � � � � Orchard Vi neya rd EXISTI11lG STRUCTURES.• MAJ O R: 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 Gutter Storm Sewer Manhole Storm Sewer UTILITIES.• POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole U/G Power Line LOS 6(S.U.E.*) U/G Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) TELEPHONE: Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole U/G Telephone Cable LOS B(S.U.E.*) - U/G Telephone Cable LOS C(S.U.E.*) - U/G Telephone Cable LOS D(S.U.E.*) - U/G Telephone Conduit LOS 6(S.U.E.*) U/G Telephone Conduit LOS C(S.U.E.*) U/G Telephone Conduit LOS D(S.U.E.*) U/G Fiber Optics Cable LOS B(S.U.E.*) U/G Fiber Optics Cable LOS C(S.U.E.*) U/G Fiber Optics Cable LOS D(S.U.E.*) � � � � Vineyord CONC J CONC WW I ` WATER: Water Manhole Water Meter Water Valve Water Hydrant U/G Water Line LOS B(S.U.E*) U/G Water Line LOS C(S.U.E*) U/G Water Line LOS D(S.U.E*) Above Ground Water Line TV: coNc Hw TV Pedestal TV Towe r �--------� U/G TV Cable Hand Hole ��B U/G TV Cable LOS 6(S.U.E.*) U/G TV Cable LOS C(S.U.E.*) 0 U/G TV Cable LOS D(S.U.E.*) U/G Fiber Optic Cable LOS B(S.U.E.*) s U/G Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) • • O ►1 � � -O- O a � HH GAS : Gas Valve Gas Meter U/G Gas Line LOS B(S.U.E.*) U/G Gas Line LOS C(S.U.E.*) U/G Gas Line LOS D(S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G 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.*) SS Forced Main Line LOS D(S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line LOS B(S.U.E.*) U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. - A�G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records - End of Information -W- - W A/G Water - -T�- - - TV - - - -TV FO- - - - -TV FO- TV FO 0 � — —�— — — —G— — —c— a�c cas � O 55 A/G Sanitary Sewer — — — —FSS— — — - — — F55 — — FSS • a � Os - 7UTL - 0 UST 0 � 0 AATU R E.O.I. r-� POINT 1 2 3 4 GPS2 GPS1 DESCo B�-1 B�-2 B�-3 B�-4 B5864-2 B5864-1 NORTH 7813950�546 7818(�6 0 7396 782375038�� 782777 0 ��J52 782�760�63� 7834410839� ��*�� BM1 E�EVRTION = 2731076 N 781846 E 1�52�46 � STRTION 14+290�� 35 �EFT 8"SPIKE IN 36" POP��R ��*��*��*�� , � . /� � . , ' . . ` `' / � ` � I � � m . ,�NI � �� I � � I� I NCDOT BASELI11lE MONUME11lT (BL-2) LOCALIZED PROJECT COORDINATES 1V = 781806.7396 E = 1052060.6078 -L- POT STA. l3 + 51. 99 = I V� I DR Vl- POT STA.10 + 00.00 3 � LOCALIZED PROJECT COORDINATES N = 78I766.0866 � � E = I052073.4934 \ I� II �I � I �� /� � I � I I�� , � / � � � i � / � i \ , � � � - � � = �- TO B USICK � , � NC 80 B�_�� / r � \ � I \ � -L- STA. l2 + 25. 00 � BEG TIP PROJECT B-5864 �I LOCALIZED PROJECT COORDI11lATES I�OI N = 78I639.5592 E = I052062.6634 1 ��I I'�' c� � �I I� xl I bl I � NCDOT BASELINE M0111UME11lT (BL-l) LOCALIZED PROJECT COORDI11lATES N = 781395.0546 E = 1052060.8423 NOTES: ERST 1�52�6�08423 1�52�6�06�78 1�521110592� 1�52281o�J84� 1�5226�a(�36� 1�5221�0744� S UR T�EY E�EV�TION 2733071 273305� 2757012 2785032 27960�� 28190�1 ,'--'� � � , , , � � �� `� � � �� ` '� ' �� . , i . ,� � i � ` � � '� � � i\ �� BM#1 �r 1'�'�� i � -Ir STA 14+29.00 ' � i � 35' LEFT � � i _ � - - � � ELEV. = 2731. 76' � i , __-- � . � � , ' , \ � N i i , � , � i i � � � i GR i i - - � `i , , � � � , � � � GR � . I� i � � � ' ` � �. � � �--- ----' BL-2 '�. . �\ GR �� . __, DRVI- POT STA. Il +21.75' END TIP PROJECT B-5864 LOCALIZED PROJECT COORDIIVATES 1V = 781781.1932 E = I052189.9052 �� I � � � � � � � STRTION C01�lTROL OFFSET OUTSIDE PROJECT �IMITS 13+�1 0 4(� 160 31 �T OUTSIDE PROJECT �IMITS OUTSIDE PROJECT �IMITS OUTSIDE PROJECT �IMITS OUTSIDE PROJECT �IMITS 1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING PROJECT CONTROL DATA AT: HTTPS://CONNECT.NCDOT. GOV/RESO URCES/LOCATION/ THE FILES TO BE FOUND ARE AS FOLLOWS: B5864 LS_CONTROL.TXT SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT. IF FURTHER INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT. • INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL BY THE NCDOT LOCATION AND SURVEYS UNIT. PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM. NETWORK ESTABLISHED FROM EXISTING HARN MONUMENTATION SEE GPS CALIBRATION SHEET FOR HORIZONTAL AND VERTICAL COORDINATE VALUES. DR V2- POT STA.10 + 00.00 BEG C011tSTRUCTION LOCALIZED PROJECT COORDINATES 1V = 781893.IO19 E = 1051988.5567 SHEET 8-�864 -L- POC STA.1 S + 70.00 END TIP PROJECT B-5864 LOCALIZED PROJECT COORDINATES / N = 781983.31I8 E = 105209I.9709 i � , � , i � � � � _ -, \` NCDOT BASELINE MONUME11tT (BL-3) � � �� `� LOCALIZED PROJECT COORDINATES � �� \ N = 782375.3800 ` E = 1052111.5920 � c� � �� ` , � �� . � - i �. . ` R , / � � G � . . , � , . - PROJECT REFERENCE NO. B-5864 Location and z D 0 z �� w � c� z�� D p N 0 SHEET NO. 1-C-1 S u rve NCDOT GPS M0111UME11lT (B5864-I) LOCALIZED PROJECT COORDINATES N = 78344I.8390 E = 1052219.7440 , . , . --- � _ -� ---- � �- B L - 3 -L- NC 80 � � _ �� ----- t S 04^58'S2.02"W ____________ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - � - - - - - - _ TO MICAVILLE � � � 1 809.11 _ _ g4„ w_ _ � - . � %�, -� • , - � � >12. _ _ , ` � � �� -; � �.- �� \ \N TIE LINE B5864-2 �N 04 466.62' B5864-I , - - , � , , �22 -� > w �\ �� ` � GR i ' ,�GR� TI g3 �29 �� E � N �g 201-�6;23 � � TIE LINE ��\ '------ - , -� ., .. ; /�/i ELI�rE y-�l TIE LINE --- -------- � �'--------SOIL � � � i � ----------- ., � � , � BL-4 -L- POT STA.14 + 85.60 = \ � ; ' DRV2- POT STA.10+96.53 ' � NCDOT BASELINE M0111UME11lT (BL-4) LOCALIZED PROJECT COORDIIVATES ,' ��. ' LOCALIZED PROJECT COORDINATES . , �, � 1V = 781899.2098 . ��,' , � � 1V = 782777.0052 E = I052084.8880 � ,' E = 1052281.0840 NCDOT GPS MONUMENT (B5864-2) LOCALIZED PROJECT COORDI11lATES 11� = 782976.9630 E = 1052260.0360 NOTE: DRAWING NOT TO SCALE DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "B-5864-1" WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF NORTHING: 7834q1.8390(ft) EASTING: 1052219.7440(ft) ELEVATION: 2819.91(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.99979956 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "B-5864-1 " TO -L- 12+25. 00 STAT I ON I S S 04° 58' 52. 02" W 1, 809.11 ' ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 N O N i w � BE�/N APPROACH SLAB .-�- sra.i3+84.00 ,T-1 TYPE-I I I END APPROACH SLAB -L - ST A. l4 +58.00 �'? AT-, ao I TYPE-III .c TYPE- I� i TYPE-Ilr �� AT-1 M AT-1 �o BEG/N BR/DG END BRIDGE -L - ST A. l3 +94.88 -L - ST A. l4 +47.13 DETAIL SHOWING PAVEMENT TO BRIDGE RELATIONSHIP � APPROACH SLAB u �DA�L MORRIS GIBBS DB ? PG ? ` � � I �1 � �' � �, � ��, TO BUSICK o 0 0 �� S 03°33'S9"' W gROKEN I � Q 111,74' CONCRETEI' / I WALL I / � I BST PARKING \ CELO METHODIST CHURCH � DB m PG 478 '� 5�� 2 3 ? O� S9,F DETAIL A STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground ?•� �•.� Ground d � Geotextile g Min. D= 0.5-3.0 Ft. Max. d = 3.0 Ft. *When B is < 6.0' 6=2.0 Ft. Type of Liner= CLASS II Rip-Rap �ROM STA. 14+24.5 TO STA. 14+37 -L- LT � AXLE S 03°59'37" W 61,54' E m � z � ;'� � � � �� z v= � � W Z I - o W �� Z �' � 2 5 _o �_ � N a BE� � -L - Z �� RETAI N .�` -DRV l - Pl Sto 10+60.44 �= 4/° 03' 0/.3" (LT 1 D = l63° 42' 08.0" L = 25.08' T = l3.10' R = 35.00' SE = SEE PLANS � / � � � \ � � � � ✓ O � � � DETAIL B SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural 1 Fill Ground ?.� p �-' Slope � Min. D = 2.5 Ft. 6=2.0 Ft. FROM STA. 15 + 04 TO STA. 15 + 50 -L- LT DETAIL C SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural � `L�1 Fill Ground ?.� Slope D Min. D=1.0 Ft. FROM STA. 15 + 50 TO STA. 15 + 88 -L- LT S 01°07'20" W , / Pl Sto 10+93.40 0 = 54° 3/' 46.1" (RT ) D = l63° 42' 08.0" � L = 33.3/' � T = 18.04' ! � R=35.00' m SE = SEL�PLANS � m � � .� \ m � g� � `� �m \ �� r z �� O � 6, m DEAN E. & SHANNONm HR�SAWN o,', �B 106 PG 211. SECO TRACT � METAL P ST m �f �� I � � i � �� l� I'� I�I 1 ' � � i i 00°I5'16" S 21°q3'S6" W 19,70' DETAIL D STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground 2.� ,L.1 Ground D Min. D = 2.5 Ft. B = 2.0 Ft. � FROM STA. 15 + 50 TO STA. 15 + 74 -L- LT Pl Sto l5 +77.69 p= 0° 30' 46.0" (LT l D = 0° 59' S9.7" L = 5/.28' T = 25.64' R = 5,730.00' SE = SEE PLANS �� i i � ��---' � O DETAIL E RIP RAP AT EMBANKMENT ( Not to Scale) Ditch �,0'min• � Grade �, 2'0 GEOTEXTILE J Type of Liner=41.0 TONS,CL II Rip-Rap Geotextile=40 sy FROM STA. 14 + 24 TO STA. 14 + 47 -L- LT -L - Pl Sto 18+85.27 Pl Sto 20+42.09 0= 4° 00' 10.7" (RT J 0= l3° 24' 2/.7" (RT 1 D= 3° l8' 00.6" D= 7° 00' 00.0" L = l2/.30' L = l9/.5/' T = 60.67' T = 96.20' R = 1,736.14' R = 8/8.5/' 83�/NA 2 �11 ►�I AD --� iv u�-uts'UU" � N 02°26'46" E , � ^ 36v0 ' 176,77' � � � , � � � � ��\ I � t � � �9�3„F _ I i/ � � � � � S8°8('\ � � I ' � OAXLE �� G+ i \_' �-- I1o59� -------'i , � � � S 04°27'00" W 95049' � � � � � � � i �7�,� �/ ' � � � \ '�'j \'-��_ ------ � ; , � � -'�-/ / ,' % � w o cn ,' � �� / O � < o 0 � ^ i `9 � v �v m cn w� C '� W W � v r i9 0 0� �� ❑� rrl �''i O � %"� ��. � O � i i �, �� 2� m � � 18e03' \ DAVID GURLEY � i i� o �' � -' �- --- -- - .., �,� T, __ I I I L J/C/. /T � UJ.VV I I� I I I I I I I I �I I W N N � O � O � � � PROJECT REFERENCE NO. B -5864 R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 4 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 142,��EIP 42'46" E � � �J6.�� ''<. _ LEWIS J. McENTYRE. Jr, BRENDA SUE McENTYRE LYNDON 0. BURG�N & RITA WILSON � DB 35 - S 3 PG 225 � �� S 74°00'll" E � 45,08'------ , �-- -, , �'-- --- � -- _, ,, 1 ,� ,� HTR � _ - ' � � � \ - i �-� � � ' � i � N 25°59'49" E � � I ��o�� .� � � �EE SHEETS 5& 6 FOR PROFILE� N � N 1 W � 26 >IL MORRIS GIBBS DB ? PG ? � AXLE S 03°59'37" W 61,54' v Q�J�� Pl Sta l0 +99.86 0= l9° 4/' 22.5" fRT ) D = l6° 5/' 06.1„ L = 116.84' T = 59.00' R = 340.00' SE = SEE PLANS �o � N 2/°3g,39„ � RiW MON D I� � O,6, E i � � 1 � a` o � � I '�' �n V � � � \ z � � � ' Icn � � � �� ,, ,, � � �, � o � �, �, , � � � � � � �� \ ,, ��r � � � � � I o�l L � � � �mi Z iil � i� � N i m �� j � II x � � w � I z o x �� -DE _ �T I � � Z �\ � � W O �� 60.Op, � 6? � Z II �' o � � 2 5 � � � � � � � �� I � N � I I 1 � Z �� II ' �I � II � I \�i +`�� '��' / ,� � �� ,ti I �� II =_ __ \ ia„ II � , Nc ao �/ ° , 22' BST �I EXISTING R/Wq I I� � � BL-\ � �� \ � � S "I o� � � � rnI O � WOOD � � CROSS � �I I z v� I � , �� TO BUSICK o 0 0 ��— �2 33'59"' W BROKEN I � a74� CONCRETEI' , WALL I BST PARKING � _ � � � �OC7� � CELO METHOD�ST CHURCH DB m PG 4 78 S�'�- 2 3 O� Sp°�, / / � � � `� ti BROWNS CREEK BAPTIST CHURCH o�`" DB 265 PG 210. FIRST TRACT , �. � FROM STA.11+30 TO 12+56 -DET- RT DETAIL I TEMPORARY RIP RAP AT EMBANKMENT ( Not to Scale) 10'min. Ditch �,0'min• � Grade f 1.0' GEOTEXTILE � Type of Liner= 1.0 TON,CL B Rip-Rap Geotextile=ll sy FROM STA. 14 + 59 TO STA. 14 + 85 -DET- RT -DET - ST A. l0 +36.7/ -L - ST A. l0 +36.7/ Pl Sto l2+17.45 �_ l9° 56' 06.8" fLTI D = l6° 5/' 06.1" L = 118.30' T = 59.75' R = 340.00' SE = SEE PLANS S 01°07'20" W S 01°q0'30" W � 15025' FROM STA. 14 + 71 TO STA. 16 + 14 -DET- RT FROM STA. 17 + 81 TO STA. 18 + 08 -DET- RT ,� � O � o� �, w DEAN E. & SHANNON CHR�SAWN o,? DB 106 PG 211, SECOND TRACT � METAL POST � � , I I i i ( i i i = � � ,� I � 1 �. � � � S 21°q3'S6" W 19, 70' /5 �� i i � \\'-----� ,�� o -DET- Pl Sto l6 +54.25 Pl Sto l7 +69.98 0= l9° 38` 18.7" fLTI �_ l9° 22' 26.2" IRTJ D= l6° 5/' 06.1" D= l6° 5/' 06.1„ L = 116.54' L = 114.97' T = 58.85' T = 58.04' R = 340.00' R = 340.00' SE = SEE PLANS SE = SEE PLANS �— 2011 NA� $�/NA N 02°26'46° E 176077' � �� , �j< N r �� , S ��9�3„F �`� T` / 5 i 8°86" , S 2S �q� �9 >„ . PROJECT REFERENCE NO. B -5864 R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 2B -/ HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �i ..,.,� !,'� Itl - - _ - - - - - - - �AXLE � � -- - � � � 11,59� i � S 04°27'00" W 95,49' � �I � � 8� � �-�-� ------� � � � �` o � � � o � t �o � ❑ � �� v� w� c�, � �, �� W o � i �, � � 2� � � � 18,03'— � � �� — 142,56' EIP N�� I`^ '�' EIP N Q4°42'46" E��-� �''��,'r�,- ,� � �` LEWIS J. McENTYRE. Jr, y BRENDA SUE McENTYRE � L YNDON D. BURGW & � RITA WILSON ,' - " � � DB 353 PG 225 � � � �,� � � , � , � Z S 74°00'll" E i / � _45,08' - - _ � � � ---- � � , i � �------------ � ,-� i �� , � , i � ' � ` i �w HTR � __--- � � � / \", �, , i ��, � i � � � , i � � � , � N 25°59'49" E � � � v � 10,00' i � i i s�� _� i 330 , ��O 9,3 � „ \ ' � �� % / FOR —DET— PROFILE SEE SHEET 5 - _�� . ■ 1 � �� . 1 � � ��- -- �� I�� 1 i�17��■�►�1'�' I I i� ��!!►\� w! 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