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Home My WebLink About20141169 All Versions_Permit Drawings_201206046IF V tl� IN N I �i h 1 0 h See Sh of N For I v of Sheefs 1■■"R' 'i 1 it 11 P 1110 m UWAN CROATAN WAAL r TORY 1116 VICINITY MAP STATE OF NORTH CAROLINA STAuT(6� STAT8 PR078Cf R8P8R8NC8 N0. "Na' JIM J�w� J�fw� f��fl� J�� JI� Nova R 2514C I DIVISION OF HIGHWAYS STATE PROINO UPROIN0. MOTION 344411 PE JONES COUNTY LOCATION US 17 FROM NORTH OF MAYSVILLE TO SOUTH OF NC 58 TYPE OF WORK, GRADING, PAVING, DRAINAGE, AND STRUCTURES NAD 8y NSRS 2007 BEGIN CONSTRUCTION THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES, A^ RAT��I�A1 FOREST 1111 1 X100 CROATAN WAAL r TORY 1116 VICINITY MAP STATE OF NORTH CAROLINA STAuT(6� STAT8 PR078Cf R8P8R8NC8 N0. "Na' JIM J�w� J�fw� f��fl� J�� JI� Nova R 2514C I DIVISION OF HIGHWAYS STATE PROINO UPROIN0. MOTION 344411 PE JONES COUNTY LOCATION US 17 FROM NORTH OF MAYSVILLE TO SOUTH OF NC 58 TYPE OF WORK, GRADING, PAVING, DRAINAGE, AND STRUCTURES NAD 8y NSRS 2007 BEGIN CONSTRUCTION 0.h1� pJ01i1 / C 4 ® 9 NI6F PI @� /PO THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES, THIS IS A PARTIAL CONTROLLED- ACCESS PROJECT WITH ACCESS BEING AT DESIGNATED POINTS ONLY, CBEARING ON THIS PROJECT SHABB BE PERFORMED TO OMITS ESTABLISHED BY METHOD >7 ° GRAPHIC SCALES DESIGN DATA PROJECT LENGTH No* ID 4 Office V1 HYDRAULICS ENGLNEEI DIVISION OF HIGHWAYS ADT 2015 = 12 000 50 25 0 50 100 ADT 2035 = 17,700 ]HO Birch Ridge Dr., Raleigh NC, 27W DHV = 12 % LENGTH ROADWAY TIP PROJECT R -2514C = 5,469 MILES 2806 STANOIRD SPECIFTranONS PLANS D = 60 % LENGTH STRUCTURE OE TIP PROJECT R -2514C = 0,023 MILES SIGNATURE. P.E. 50 25 0 50 100 T = 9 % RIGHT OF WAY DATE, JAMES A. SPEER, PE ��W V = 60 MPH TOTAL LENGTH OP TIP PROJECT R-2514C = 5,492 MILES JUNE 21, 2013 PRO�ECTENCrvRER ROADWAY DESIGN PROHLE (HNZONTAI� 75T =5 % DUA1=4 % ENGINEER C t 10 5 0 10 20 LETTING DATE, DANIEL W. GARDNER, JR., PE ;o ° FLING CLASS = EXPRESSWAY JUNE 16, 2015 PROJECT DESIGVENGm'EER STATEWIDE TIER PROPILE NERTIN PE, srcvdnRR, 0.h1� pJ01i1 / C 4 ® 9 NI6F PI @� /PO Note; Not to Scale STATE OF NORTH CAROLINA ISUE = Subsurface Utility Engineering DIVISION OF HIGHWAYS BOUNDARIES AND PROPERTY' State Line County Line Township Line City Line Reservation Line CONVNIONAI PAN SHEET SYMBOLS — — — RAILROADS' — — — Standard Gauge — — — RR Signal Milepost — — — Switch csw rAA ITATION Orchard 0 ui�aosr ss Vineyard su�cn Property Line -- RR Abandoned + + ++ Existing Iron Pin OF RR Dismantled -- - - - - -- Property Corner — —x RIGHT OF WAY,' Property Monument Baseline Control Point Parcel /Sequence Number @ Existing Right of Way Marker Existing fence Line -X —X —X- Existing Right of Way Line - -- Proposed Woven Wire Pence 6 Proposed Right of Way Line Proposed Chain Link fence E Proposed Right of Way Line with Pro osed Barbed Wire fence A Iron Pin and Cap Marker EXISTING STRUCTURES' WATER: Wafer Manhole 0 Wafer Meter o Water Valve 0 Q�aQ Water Hydrant �ioeyoro Recorded 0 Water Line N— Designated WG Water Line -- - -w - -- Above Ground Water Line Arc We, MAJOR: Bridge, Tunnel or Box Culvert CoNc Bridge Wing Wall, Head Wall and End Wall - ) CDNC Q MINOR: Head and End Wall C NC HW Pipe Culvert TV: TV Satellite Dish TV Pedestal D TV Tower footbridge --- - - - - - N TV Cable Hand Hole "H p Proposed Right Way Line w6 a Box: Catch Basin, DI or JB Existing Wetland Boundary ____ Concrete or Granite m n g -w`e Granite RNJ Marker Paved Ditch Gutter Proposed Weiland Boundary —W Proposed Control of Access Line with m Existing Endangered Animal Boundary —E4e- Concrete C/A Marker Storm Sewer Manhole ,-, Storm Sewer EN Recorded USG TV Cable ----- Designated USG TV Cable jS,U'[1 --- -' ° - -- 0 Recorded USG fiber Optic Cable ,— Designated USG fiber Optic Cable Existing Endangered Plant Boundary —EPe— Existing Control of Access —— Known Soil Contamination Area or Site — Proposed Control of Access GAS: Existing Easement Line __E__ UTILITIES' Potential Soil Contamination: Area or Site — g Gas Valve Proposed Temporary Construction Easement - —E— POWER: BUILDINGS AND OTHER CULTURE,' Existing Power Pole Gas Meter Tank Cap Gas Pump Vent or M Proposed Temporary Drainage Easement— —IDE— Proposed Power Pole Recorded USG Gas Line °— � b 0 Proposed Permanent Drainage Easement — —pD[— Designated TG Gas Line SUE - - - - ° - -- Sign s Existing Joint Use Pole g ' o Proposed Permanent Drainage /Utility Easement —DUE— Above Ground Gas Line Aic G" Well Proposed Joint Use Pole Small Mine �, Proposed Permanent Utility Easement —PUE- Proposed Temporary Utility Easement —M— Power Manhole 0 foundation SANITARY SEWER; ❑ Proposed Aerial Utility Easement —M— Power Line Tower � Saniia Sewer Manhole 0 Area Outline 0 Power Transformer ry Power Cable Hand Hole Cemete ry M Proposed Permanent Easement with Sanitary Sewer Cleanoui 0 � Iron Pin and Cap Marker 0 Sanitary Sewer Line —SS— Building � ROADS AND RELATED FEATURES' H —frame Pole �--� School [r] Recorded USG Power Line P _ Above Ground Sanitary Sewer A c k,it y sewer Existing Edge of Pavement - - - -- Recorded SS forced Main Line Dam Church � Designated N Power Line jS,U,E,N) --- -P - - - - Existing Curb - - - -- Designated SS forced Main Line jS,U,E,'j - --- -FS - -- Proposed Slope Stakes Cut - -- - -- TELEPHONE: HYDROLOGY,' Proposed Slope Stakes fill - -- f - -- Stream or Body of Wafer - - - -- Proposed Curb Romp CR Existing Telephone Pole + MISCELLANEOUS: Proposed Telephone Pole 0 Utility Pole 1 Hydro, Pool or Reservoir , Existing Metal Guardrail p p - - - -J i Utility Pole with Base � Jurisdictional Stream —is - -- Proposed Guardrail T T T T Telephone Manhole 0 Telephone Booth 0 Utility Located Object Buffer lone 1 Existing Cable Guiderail ° ° ° o Buffer lone 2 —sl i— . Telephone Pedestal 0 Utility traffic Signal Box � Proposed Cable Guiderail � � � Utility Unknown U/G Line Flow Arrow Arrow — — Equality Symbol Telephone Cell Tower LVG Disappearing Stream — — ® USG Telephone Cable Hand Hole xH Tank; Wafer Gas Oil — Pavement Removal Underground Storage Tank, Approx, Loc usr Spring �`�''^ VEGETATION' Recorded USG Telephone Cable ' A� Tank; Water, Gas, Oil Wetland � Single Tree � Designated WG Telephone Cable (S,U,E'�- --- -' - - -- Geoenvironmental Boring Proposed Lateral, sail, Head Ditch � Recorded USG Telephone Conduit '°- � Single Shrub Q U� Test Hole jS.U,E,'j 0 false Sump Designated N Telephone ConduitjS,U.E,'t --- -'° - -- Hedge fiber Optics Cable Recorded USG Abandoned According to Utility Records — AATUR —' F °— Woods Line End of Information E,0,1, Designated N fiber Optics Cable jS.U.E.T - - - - 'f ° - - - d u T 0 1 u d N NE �f Q of �u _a. N 0DL N 3L z 7 Of DOE 2 OV PAVEMENT SCHEDULE � REUMINARY PAVEMENT DESIGN Ci PROP MPRON 3' ASPHALT CONCRETE SURFACE COURSE, TYPE S92, AT AN AVERAGE RATE OE 168 IBS PER SO, YD, IN EACH OE TWO LOVER$ J2 MR. 6' AGGREGATE BRSE COURSE PROP. VAR DEPTH ASPHAIT CONCRETE SURFACE COURSE, TYPE S93, AT C2 AN AVERAGE RATE Of 112 IBS. PEP SQ, YD, PER 1' DEPTH TO BE PLACED 13 PROP, VAR, DEPTH AGGREGATE BASE COURSE IN IAYERS NOT LESS THAN IF" OR GREATER THAN 2' IN DEPTH. D PROP APPROM.3' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1195, AT AN AVERAGE RATE Of 342 IBS, PER SQ, YD. P MME COAT AT THE PATE Of 035 GAT. PER SQ. YD, PROP, VAR. DEPTH ASPHAIT CONCRETE INTERMEDIATE COURSE, TYPE 119OB, D2 AT AN AVERAGE RATE Of 114 I.K. PER SQ, YD. PER I' DEPTH TO BE PLACED T EARTH MATERIAL IN LAYERS NOT LESS THAN 2Y2" OR GREATER THAN 4' IN DEPTH Ei PROP MPROM 4' ASPHALT CONCRETE BASE COURSE, iYPE MM, AT AN AVERAGE RATE Of 456 LBS, PER SQ, YD, U IVING PAVEMENT E2 PROP. VAR DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25 0B, AT AN AVERAGE RATE Of 114 I.M. PER SO YD PER 1" DEPTH TO BE PLACED W VARIABLE DEPTH ASPHAIT PAVEMENT SEE WEDGING MAKI IN LAYERS NOT LESS THAN 4' OR GREATER THAN 5P," IN DEPTH, JJ PROP, 6" AGGREGATE BASE COURSE NOTES: 1', PAVEMEM EDGE $LOPES ARE 1:1 UNLESS SHOWN OTHERWISE. 2I MILL KING PAVEMENT AT END OE GRADE TIE4 LOCATIONS. 10' b' 18' 12' 24' 46' 24' 12' 151 23' 23' 15'WGR F l0 5 1 6 b 1 1 PS u Lu 4' 4' 4 4' Z Cl PDPS Cl GRADE PDP fDPS GRADE Cl fDPS Cl I POINT POINT 8' VC 04 ,025 .025 Q 02 .625 025 .D4 6;1 6J 31 6:1 TO 6.1 6:1 6.. 6" 6" - 4° 14" _ GRADE TO THIS M L L GRADE TO THIS USE 4��R4, 10' PS 35' 15' R =65' "v'd - R=2' 4' PS N 10' PS 10' PS INSET A TYPICAL SECTION NO,1 USE WITH TYPICAL SECTION N0, l: STA,16 -75A NO U -TURN BULB, -UBUS - INTERSECTIONS I- STA. 29 +00.00 -L- STA, 11- 60,00 -L- STA. 86 +90.00 STA. 165 - 00.00 -L- STA. 181 +40.00 -L- STA. K6+1010 -I- STA. M+1100 PROTECT REFERENCE NO SHEET N0. R -2514C 2 ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACQUISITION PRELIMIN RY PLANS DD NOT USE PQ CONSTRUCTION USE TYPICAL SECTION NO.1 FOR -I- STA, 10 +00.00 TO -L- STA. 101 +45.00 +/- BEGIN BRIDGEI -I- STA, 102 +65.00 +l- SEND BRIDGEI TO -I.- STA, 300 +00.00 NOTE: 1I USE 3:1 FIII SLOPE IN WETLAND AREAS -L- STA. 10+00.00 JLi) TO -L- STA 19 +50.00 IETI -I- STA. 10+00.00 �Ri TO -I- 5TA.11 -2500 ART -I.- STA 20 +50.00 �RTJ i0 -L- STA 101 -45,00 �RTI -I- STA. 23 +90.00 MITI TO -I- STA.24 +50.00 ITT -I- STA. 33 +00.00 �1� TO -I- STA. 37 +50.00 ITT -I- STA. 62 +00.00 �I� TO -I- STA. 66 +50.00 IETI -I.- STA 18 +00.00 X11 TO d- STA 83 +0000 11 I -I -$196 +00.00 X111 TO -L -STA 101 +45.00 �IT� -I.- STA, 102 +65.00 IRT) TO -L- STA. 106 + 00.00 ART 6;1 -I- STA. 106+00.00 LT) TO I STA.109 -50.00 MITI -I.- STA. 118 - 00.00 TO -I- STA. 124 +50.00 JRT -I- STA. 04.00 lij TO -L- STA, 131 +50.001111 VARIABLE -I,- STA 128 +00.00 RTI TO -L- STA. 151+50.00 ART SLOPE -I- STA .143 +50.00 Ili) TO -I- STA.151 +50001117 SEE X- SECTIONS I- STA. 15400.00 IRTI TO -I- STA. 164 +50.00 ART) -I- STA. 111- 50.0011Tj TO 4- STA. 173 +00.00 MITI -L- STA 113 +00.00 IRTI TO -L- STA, 113 +50,00 ART) -I- M.180 +00.00 Rj TO -L- STA. 181 +00.00 IRT� -L- STA 194 +50.00 RT) TO -L- STA. 195 + 00.00 ART -I- STA. 256 + 00.00 �RTJ TO -1- 5TA.262 -50.00 �RTJ -I- STA. 258 + 00.00 MITI TO -I- STA 260 +5000 SIT -1- STA. 265 + 50.00 �RTJ iO -1- STA. 271 +00.00 RTI -L- STA 269 +00.00 �LTI TO -I- STA 210 +0000 ALT TH TYPICAL SECTION NO, l: .234 +21.30 I-Y1- INTERSECTIONI 6 M ECT REPERENCE NO SHEET N0. R -2514C 2-A ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACQUISITION PRELIMM. RY PLANS DO NOT USE PO CONSTRUMON —IBUS - ID' 6' 18' 8' VAR. 3010 24' 8' 30' illW'GR '24' lllwkR Z a 2' 2' Zo PAVEMENT SCHEDULE Du FDPS I'DPS0. w � Cl GRADE w USE TYNCAI SECTION NO.2 fOR; Cl 3° nPE s95B Z o POINT ? 4BU5- STA. 11 +01.19 i0 -LBUS- STA, 12 +01.19 C2 VAR. DEPTH TYPE S93 �1 I 08 .02 02 08 I 14BUS- STA 12 +0179 TO 48US- STA 14 +2649 4:1 61 6:1 NOTE DI 3' TYPE HME 6:1 l� USE 3:1 PIII SLOPE IN WETLAND AREAS D2 VAR. DEPTH TlE 119.08 0° -IBUS- STA. 11 +01.19 �IT� TO -IBUS -STA 12+1000 (1i El Dl El 1 VARIABLE -IBUS- STA.11 +01.19 �RT� TO 46US- STA. 13 +0000 ART El 4" IYPE B2S.OB GRADE TO THIS LINE SLOPE SEE X- SECTIONS E2 VAR. DEPTH TYPE B25,OB f j 8' AGGREGATE BASE COURSE TVPICk SECTION NO, 2 J2 6" AGGREGATE BASE COURSE J3 VAR. DEPTH AGGREGATE BASE COURSE p PRIME COAT T EARTH MATERIAL MISTING PAVEMENT W WEDGING Yl- -YIA- 12' 6' VA. 18' "VAR 30' TO 25.15' " "24' 2 2' fDPS fDPS Cl GRADE POINT USE TVPICAI SECTION NO.3 Mk: 08 12 A2 08 -Yl- STA. 14 +11.43 TO -n- STA. 15 +11.43 71 p;l Y ' -Yl -STA. 18 +29,30 TO -Yl- STA. 19 +00.00 �qR 4- STA. 10 +15.00 TO -YIA- STA. 14 +49.16 7" T gITO El S:) GRADE TO THIS IINE TYPICAL SECTION NO, 3 Y1- 4 -nA- 12' 6' VAR.257570 24' 6' ` 24 2 2 FV5 PDPS C1 CROWN GRADE C1 USE TYNCAI SECTION N0, 4 fOR; POINT -Yl- STA• 19 +00,00 TO -Y1- M. 19 +29,30 112 01 Og+ -Yl- STA.19 +29.30 TO -Yl- STA.21 +2302 1 4,1 ' -Y1A- STA.10 +00.00 TO -rA- STAJM5,00 — — �qR T 71, 7'� T H2T0 El U EI S•� GRADE TO THIS LINE 0 01 TYPICAL SECTION NO, 4 N N Qo _a N 00 N3 10 ZD 70 �0 0 014 6 M ECT REMERENCE NO SHEET N0. R -2514C 2-B ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACQUISITION PRELIMM. RY PLANS DO NOT USE PO CONSTRUMON -YA- 8' 6' VAR, 30' i0 24' 6' 24 PAVEMENT SCHEDULE Cl 3" TYPE S9 5E Cl GRADE POINT USE TYPICAT SECTION NO.5 TOR: C2 VAR. DEPTH TYPE S93 d; .09 02 .02 .08 -� ,. -YA- STA, 10 +69,48 TO -YA- STA. 11 -69,48 pj 3" TYPE 69.08 ' -YA- STA. 11 +69A8 TO -YA- STA. 11 +18.51 �qR 111 D2 VAR. DEPTH TYPE 119 .06 T i 10 E1 6:1 El 4' m B2S.OB GRADE TO THIS UNE E2 VAR. DEPTH TYPE B25,OB 8' AGGREGATE BASE COURSE TYPICAL SECTION N0.5 J2 6" AGGREGATE BASE COURSE J3 VAR. DEPTH AGGREGATE BASE COURSE P PRIME COAT T EARTH MATERIAL MISTING PAVEMENT W WEDGING 4V2- 81 2' VAR. 3010 18' 2' �181 rw12' USE MCA[ SECTION N0.6 fOR: -DRVI- STA, 10+600 iO -DRVI- STA 11 +4500 GRADE " -DRVI- STA, 11 +45.00 TO -DRVI- STA, 1400.00 POINT "" -DRV2- STA. 10 +0000 TO -DRV2- STA. 12 -43.81 3� A2 A2 p;l "- DRV2A- STA. 10 +14.23 TO - DRV2A- STA, 10 +88.12 SFFk NOTE: 6„ fqR, 1� USE 3:1900 SLOPE IN WETLAND AREAS T T FC1j0N -DRV2- STA. 12+00.00 � TO -DRV2- STA. T2 +43.81 OJT l2 S - DRV2 - STA. 12 +00.00 JRT TO -DRV2- STA. 12 -4381 RTC GRADE iO THIS UM TYPICAL SECTION NO, 6 Y- CUT -DE -SAC 4 -Y2- M- DE-SAC 8' 6' VAR. 12' TO 40' VAR. 12' TO 40' 6' 'VAR. 10' iO 40' 'VAR. 10' iO 40' 24' �MFING) `20' �R 5TING� Cl Cl CROWN Cl Ci USE iVICAT SECTION NO.1 FOR POINT -Y- STA. 24 14 00 TO -Y- STA 25 +41.08 d1 `B ExIST. EXIST 08 1-Y2- STA. 13 +81,00 iO -Y2- STA. 1489.71 ` -Y2- STA. 19 +50.00 iO -Y2- STA 20 +5250 1" i T El U U El GRADE TO THIS UNE d 0 TYPICAL SECTION NO, 7 1 N N Qo _a N 00 N3 10 ZD 70 �0 0 014 41'-1" OUT TO OUT 1 38' PACE Of RAID TO FACE GRADE POINT STRUCTURE TYPICAL SECTIONS SNOT TO Kkq 4 -I- SUS H OVER W11DUfE CROSSINGI 41'-2' our TO our 1' -1" 38' PACE Of RAIE 10 PACE Of RAII 1-1" 4' 24' 1o' 1.. 1„ GRADE POINT TYPICAL SECTION ON -I- -I- 5TA.101 +45.00 + /- BEGIN BRIDGES TO 5TA,102 +65.00 + / SEND BRIDGE) q WILIFE CROSSING TYPICAL SECTION UNDER STRUCTURE T 1 N NE ,f QDE _a. N N 3L ZD 70 -L- DESIGN DATA ADT 2015 = 12,000 ADT 2035 = 17,700 D = 60% DHV = 12% TTST = 5% DUAL = 4% V = 60 mph FUNC. CLASS = EXPRESSWAY MINIMUM VERTICAL CLEARANCE = 10'-0` DESIGN DATA MINIMUM VERTICAL CLEARANCE = 10' All MINIMUM HORIZONTAL CLEARANCE = 60'•0" C SLOPES DETERMINED BY GEOTECHNICAL ENGINEERING UNIT NCOMPLE rE PLANS DO NOT USE FOR /W ACQUISITION IRELIMIN RY PLANS DO NOT USE FO CONSTRUCTION SEE PLAN SHEET 11 EROIECT REFERENCE NO SHEET N0. R -2514C 2-C ROADWAY DESIGN I PAVEMENT DESIGN ENGINEER ENGINEER NCOMPLE rE PLANS DO NOT USE FOR /W ACQUISITION IRELIMIN RY PLANS DO NOT USE FO CONSTRUCTION SEE PLAN SHEET 11 PROPOSED US 17 1,100 12,000 11,4000p Ghp 11,100 o� 0 N� Wz AOT w 205 TRAFFIC OIA M I DIVA NAGS S PREI M NARY ODD PAR q5 — - / ,,0 IB GI106 25 4Cl 5 +00,00/ { , -BL-106 PINC 243+4 } (END R2514B) -L- POC Sto,16 +1500= I& POT 510,10+00,00 � ,M p i / l R r� � N Y / BEGIN CAA FENCE � \ S OB 0 PG 339 E / / / 40 p E� INC. I / 1YP.E 1D' PS�� _ E F _ _F I N III A 1 II o h � I s o/ I I� s % iO' I ' N BEGIN P CT R- 14C $TA. 00.00 �0 c m a d s N a a m �o F E is RE � +DD.DO'IRTI BEGIN CA EENCE OOAFIIE UAMCNARS OB 310 PG Mi a ,,, - Bus- Pl Sto, 14 +26.49 ko ° gg\fA2 - s ss9� /2) +25 -IBUS_ s9 + 'IRTJ ES1A� Of FRAME 0 in 494 \UB 3 F41 \ \ \ I I / / / r D090 -EBUL w A) \ N \ \ I I \ I I ESiAIE OF FRAM! IWK OB RIPG 494 UB 3 RG 1 \ to � / 1 / I � \ I� \ S / t w 1u ru sx / �1 PROTECT REFERENCE NO I SHEET % RW SHEET N0, ROADWAY DESIGN HYDRAUEICS ENGINEER ENGINEER NCOMPLE E PLANS W NOT USE FUR /W ACQUISITION RELIM �N RY PLANS S � r a �9 > V' OS�%t45'As 0, 10P 0 � r 0, o r I Q -L- -LBUS- Pls Sto 12 +1185 PI Sto 16+95,31 PI Sto 13 +1268 6s -- 411'326 A ° 2P9519(LT) A - 4508'209IRT) Ls - 24OX 0.3"2531 ° 0 =1505'549° LT -- 160Y L : 7991' L - 24158' ST - 8004' T - 39151' T =121,11' R - 1,64000' R - 30000' SE = 06 SE - SEE PLANS PO = 240' ' �Illlii �IIIIIII I DIVA NAGS S PREI M NARY ODD PAR q5 — - / ,,0 IB GI106 25 4Cl 5 +00,00/ { , -BL-106 PINC 243+4 } (END R2514B) -L- POC Sto,16 +1500= I& POT 510,10+00,00 � ,M p i / l R r� � N Y / BEGIN CAA FENCE � \ S OB 0 PG 339 E / / / 40 p E� INC. I / 1YP.E 1D' PS�� _ E F _ _F I N III A 1 II o h � I s o/ I I� s % iO' I ' N BEGIN P CT R- 14C $TA. 00.00 �0 c m a d s N a a m �o F E is RE � +DD.DO'IRTI BEGIN CA EENCE OOAFIIE UAMCNARS OB 310 PG Mi a ,,, - Bus- Pl Sto, 14 +26.49 ko ° gg\fA2 - s ss9� /2) +25 -IBUS_ s9 + 'IRTJ ES1A� Of FRAME 0 in 494 \UB 3 F41 \ \ \ I I / / / r D090 -EBUL w A) \ N \ \ I I \ I I ESiAIE OF FRAM! IWK OB RIPG 494 UB 3 RG 1 \ to � / 1 / I � \ I� \ S / t w 1u ru sx / �1 PROTECT REFERENCE NO I SHEET % RW SHEET N0, ROADWAY DESIGN HYDRAUEICS ENGINEER ENGINEER NCOMPLE E PLANS W NOT USE FUR /W ACQUISITION RELIM �N RY PLANS S � r a �9 > V' OS�%t45'As 0, 10P 0 � r 0, o r I Q 911 /��dm131�1�11� rim BY !� 01 / D CA EENCE / V1I ROAD N 00 .� 0 N E GROUND AND F)ING DITCHES THE UNITE IATEES OF AFRICA ENO CONFRUCiIK O -+BUS- STA,14 +26,49 �nn � U� �6 SEE SHEET 28 FOR -E- PROFILE SEE SHEET 39 FOR -EBUS- PROF E i11I I II � N N1 �' I ' �Ir I ' ' �Illlii �IIIIIII I i imnlc IIN111 �� . � � . � �L ilum►, I L � �Nnn► I � I � rim BY !� 01 / D CA EENCE / V1I ROAD N 00 .� 0 N E GROUND AND F)ING DITCHES THE UNITE IATEES OF AFRICA ENO CONFRUCiIK O -+BUS- STA,14 +26,49 �nn � U� �6 SEE SHEET 28 FOR -E- PROFILE SEE SHEET 39 FOR -EBUS- PROF E V) z 0 N W K s N a N �I �I R � / R K• R DRA NAGS S ftF kd Y DES GN FOR qb S pill. E k NqD 83 SRS 2001 N N'4 °2p39 R k• / 3221,60' R k R k / K µ R w oN R K FYH'w WNZ °oW K R NBS�'i o�� DgNlPC668 K K oNl K K k k m SO4 °3199'1 k• K 210,00' K on BMil V R � R � R k � 1 . I 1 k• K K K R R. R. �. R� K K 0 -L- PISto 16 +9531 Pis Sto 2051,81 A = ?14579U) Rs - 4'Ir323 0 O Ls = MX R -IMO0 SE - I RO - 240 RROF REFERENCE NO SHEET % R-2514C 5 RW SHEET N0, ROADWAY DESIGN HYDRAMU ENGINEER ENGINEER INCOMPLE E PLANS W NOT USE FOR /W ACQUISITION PRELIM IN) RY PLANS S 1 r W W I W W 0 0 0 01} I N Q N J W Z J I U Q V) z 0 N u w r< s N a N �I ,I ESTATE OF FRAM J[jK OR ON 191 43KT NAD 83� SRS 2001 k PROTECT REFERENCE NO SHEET % R -2514C 6 RW SHEET NO, ROADWAY DESIGN ENGINEER [NCOMPLE W NOT USE FOR PRELIM IN HYDRAUEICS ENGINEER E PLANS /W ACQUISITION PLANS I v � I D v, X c 0 Cti m N D4'tS'tl" W N 04 °OS'04' W ECM N 04 °01'04' W m I 248,16' OS,00' DE00' SD,00'm n r X MAN Ill DB 88 PG 811 -m I t �I Dom r o nua" WNW Fl IAS911W UX OR m K so s Z a Z DB al PD w2 Xa r N " g " 3 "v W ROODRO9 F, LASSITER, T UX N m i wtu I " N � ai DB y1 PG 1Tt N049199 "W I0S00' o on W. iR N m Z � Ipmd / X 6p1'p W �S�'��Lli �j IAIOII RODELLE ANITA NOIi Xi N f I I w4 Tyr W W �B MPG 910 t m 12 "W0 O N Xa PE a NI sfD I N @EXIST Rw R R X I I W I a "N I I Ito R m BEGIN GA FENCE sFD o I R R x h 0 sPD +P DD E w N aEaNO w N R -BL- I PINC 33 +53.96 7CA��NU 20.00 0000 �- R E %ISi RW END CA FENCE .III T75,00 -6- f I EN i I W E R 0^r f BEGIN G A fENG X P MU R — W ts.Da -E- I 0 m 1 I W W a e W M' N o-- �---- - - - - -- --------- o - - - -- _ 24" RC - - - INNE�D�C _ - - - -- T -1 aN -D - - _iFO--- rv--- 1S'RCP Iro-- - - - -- -- - - -- 1f0 -- ITO---- - - - - -- - - - - - -- - -- 7 —_ —I m--- - - - - -- ---- IfO - - -- -------- ---- ru--------- - - - - -r 0 N ----- - -- --- -�U 1V _ NNMUCll - -- g -� - _ O _ --- - - - - -- --- - - - - -- 0 "a 0 0 n o us a MST 2699 Us H INC M 2a8s1 o N 0 — ----------------------- - - - - -- -- - - - - -- 1 I 1 1 1 1 I I 1 ��1 1 7 E I I I f IN _- - - - - -- _ — — lX 91N " B y Q�N ° R M1a ---- M R OP y — — �__R__ - _ J 77 f f f f f — - N f f f f J X R R R k & X R R K ZTHE UNTED STATES OF ANEREA BM 4 R H THE UN3ED STATES OF ANER(A R X M Z LU OR 8� N A5 Bl IOA93R145,86 DB 89 PG at X w X J J � R ELEV, 40,95' R X X. 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WILY FOSCUE, JR, J R R R DB 137 PG 257 A rr M k l R R U PCGCEO PEB R A VTICITY RECORD R R M PR09ECT REFERENCE NO SHEET % R-2514C 14 RW SHEET N0, ROADWAY DESIGN HYDRAMU ENGINEER ENGINEER INCDNQPLE E PLANS W NOT USE FOR /W ACQUISITION PRELIM IN) TO � RY PLANS S 0 I I IT VIR L, \\ OB 36 PG 999 I I N00B1261 M29 I � � w ITCH II " SEPTIC II W ISBRD SYSTEM II W Ii I jll sPD I Vi W II \ I LU V) ';P Ki IN aiW 0 0, --- iro--- - - - - -I O o N ~ 0 F � �} C, LPN -- —RIP N V) - - -- J 0D.OD u- I ioo DO, IRTl Lu END CA 40 &.UE ROCK SiNCiURES,NC A OB 300 PD 444 loo.00 IIRTI N REGIN CAA ENCE U I N R R k \ I BS1 H A I M M I -L- PIStD CHIN Pis Sto 143 +41,41 L - 69409IRTI 8s :.i38 TY D - 30222,4' Ls - 24OX L = 6273 LT - 160A3' T - JIE76 ST - 8003' R =1,885X SE - 06 RO - 246' I/ 72'Ck 9 7SBW X —X 1 f 1 SEE HE 33 U -I- KFU V) z 0 N LU DI c m a m s N d ui u d In m NLBER It ux S1RAr�RN, � s W N NOAH S PRE NARY DES GN F R E� p N ° Q OOPoS n,NPIREY m N N OB b1 PO 401 o W ro m w e m 0 m 0 I b °o p I � • N 041I'4r' KOO' KLIAN YOUNG C/0 AR46 YOUNG _ m z om d 0 111PC211 N I S 04'91'01 ° I b 80,00' z N 04'13'18 "E N m m m £ I m BN Nm �00' m EORRESrfR Y m i 8,00 i D o� A N m N" � ISBNO N1R IPBPNO Q OB Or PO 206 w 7 a ° 3.2 NM' £ m s 04 °s1'4rw : ` p° BL D 160 +21.65 Er HILL, x KOO, � Po 244,64 Li IDI 28P6689 0� 90 E V ,86' {E, 40 I r < mr or N �I 00 4 m W EY vc w; m NOW RLLIANS IERSI s Q2 PC . o JANE$ V. BENDER, JR. iA V I W p NF p o N m ES111E Flt 14•E•11 `\ R R OB IM P6 91 1 I m u i 2ju z� SEPiI mm zN i N CHAR [$ HARGEii EON?EL NAIiOC1I I UX i m� aD\ N Wr mN SYS1E r9 z % SEPTIC D OB N6 P618 R Z p L o� m SYSTEM, Agi " —'4 R R E E\ A LU W NTR @EpNO R =1 0 OF I sf sE0 NARY L, RI41E MI.3' RAs ITCH 11 p NTR r I { OB 112 PC 49p SEE DETAII 62 BI II PINC 158+37,53 0,+ L UF is W I I I rl N I R I N1 � NA Sf SRS 2- m N� m Nw �m NB f VAN ISO N 08161 PC Q jALEXAiNR SUrR l aS0 ' \ CO 281 PC 644 /p \ SEPTIC sYS1EN II III i 120 I I I I ON +10.00- I I I I k s[GI CA FENCE III III PROTECT REFERENCE NO I SHEET % RW SHEET N0, ROADWAY DESIGN I HYDRAUU ENGINEER ENGINEER NCOMPLE E PLANS DO NOT USE FOR /W ACQUISITION RELIMIN RY PLANS DO NOT USE CONSTRUCTION FLOREr1A BRYANiJI VR 00111 PC 49 N m m m� m C' It 11 I � (NRY 0,911R OB 141 PC 7% W W IsTO 0 I OQ X� V) +0000 -I- EXIST. 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RW \ \ \ I I SPECIAL I DITCH X END CA FENCE 1 1 11 SEE DETAIL 21 m I Y IIII II W lisp o PER I � PROJECT REFERENCE NO SHEET Ni R -2514C 18 DRA NAGS � EEC MARY DES N FOR 15 RI9 SHEET NO, ROADWAY DESIGN HYDRAl1LICS X 0 NA y SRS 2001 ENGINEER ENGINEER I - -� INCOMPLE E PLANS W NOT USE FOR /W ACQUISITION X G SAM 4R, fAEES os MPG P DO NOT �N RY ST PLANS I n X 0 0' c m a m s N a a u d In X CE E1EPV I H1" BU I � NCHE N, ArCOCK I �m Q 1>B1n II i^'m ISBI) r I "W N HI111'20'E I N 0B'4P21'E p6'44'OB' m 0 0�0p' 00,24 99,59' -• � I p � I I IOP,Bp' B zn ISBRp � S$[ II 1 D $ pR B 101 III X S III Ulm K OAK it BX II DB 178 K 3 X N X/ sEPTIE w N 0IysTEM f —� BL Hsi W E M l AY r, ISED I + I V HOWARD FALES PD: C / X F E1 UR X I m E1 U% P \ ( N D818p6�3 L tog^1� I o o OB 171 PG IQ 3 o � � � , \ 1 ° SPECIAL LA RAl' DITCH SEE DETAI m m SYESTEM r W N; SBRO I 08167P616 AEIVN I.AY000K SRN'N lJ XF W 0 d X I a DB iia�iro m of R I ro Ill I I CONC SPECIAL LATER L' DITC N SPECIAL IAiERAL V DITCH �I I I SEE DETAIL 21 6BRp III DETAIL 21 I i I sso awl f I I -Bl' 15 P C 198+ 26 I I ,' E1BaiR s,I ICI i W ,, 867 PC Ili m a � a I6 DoME .: FA VF' 3 Amfli I ISPECIAL ATM W DITCH SEE DETAIL 21 k HERON D,HBApIERY a IN 176 K 689 p km I k I k I k I X I X I k I X z Ioro �a k F I k I hl� / /rrrrr��FE/m/mJ .050-0 I • •.—�� tii� �111i'/III !'f !gran �� ►: ':Ire 'E'1'` • dd`�� rn • 1 , � 'U„ I. 1 • uj I I II Rage � � c m a m s N a a u d In X CE E1EPV I H1" BU I � NCHE N, ArCOCK I �m Q 1>B1n II i^'m ISBI) r I "W N HI111'20'E I N 0B'4P21'E p6'44'OB' m 0 0�0p' 00,24 99,59' -• � I p � I I IOP,Bp' B zn ISBRp � S$[ II 1 D $ pR B 101 III X S III Ulm K OAK it BX II DB 178 K 3 X N X/ sEPTIE w N 0IysTEM f —� BL Hsi W E M l AY r, ISED I + I V HOWARD FALES PD: C / X F E1 UR X I m E1 U% P \ ( N D818p6�3 L tog^1� I o o OB 171 PG IQ 3 o � � � , \ 1 ° SPECIAL LA RAl' DITCH SEE DETAI m m SYESTEM r W N; SBRO I 08167P616 AEIVN I.AY000K SRN'N lJ XF W 0 d X I a DB iia�iro m of R I ro Ill I I CONC SPECIAL LATER L' DITC N SPECIAL IAiERAL V DITCH �I I I SEE DETAIL 21 6BRp III DETAIL 21 I i I sso awl f I I -Bl' 15 P C 198+ 26 I I ,' E1BaiR s,I ICI i W ,, 867 PC Ili m a � a I6 DoME .: FA VF' 3 Amfli I ISPECIAL ATM W DITCH SEE DETAIL 21 k HERON D,HBApIERY a IN 176 K 689 p km I k I k I k I X I X I k I X z Ioro �a k F I k I SEE SHEET 35 POR -I.- PRONIE hl� / /rrrrr��FE/m/mJ .050-0 tii� �111i'/III !'f !gran �� ►: ':Ire 'E'1'` • dd`�� rn • 1 , � 'U„ 1 • � � • T �1 , YDITCH DITCH Ii DUAL 21 DUA 19 SJJSAN JAN WTH I: SEE SHEET 35 POR -I.- PRONIE 0 N W W I W W z V 0 N r WWr C t t c to a N s N a T a u m f 5 �vy/T PISta 241+4288 Pis Sto 245 +1289 6 - 54P'022(7) 9s - 72435' 0 - 04580 Ls =15OX L - 76053' Lr =100+00' T - 380SY Sr = 5OX R = 7m5x INCOMPLE W NOT USE FOR SE = D3 E PLANS /W ACQUISITION RO =15V PRELIMIN I DRANAGE SIPRE ANAPY ODD FOR 15 II II II \II I I \I I II II II II II RROF REFERENCE NO I SHEET % I I I I \I I N 3JS9 �NTf p J ?RpO9�F °sr I I fip I I I I I I I III r � / I bbI AAN tl I 11 11 11 11 N N W W I N W W V) 0 0 0 I0 I I� n u J i SEE $HEFT 36 FOR d- RROFU RW SHEET N0, ROADWAY DESIGN HYDRAMU ENGINEER ENGINEER �0 SRS 2Q01 �pD INCOMPLE W NOT USE FOR E PLANS /W ACQUISITION PRELIMIN RY PLANS DO NOT USE CONSTRUCTION I I I I \I I N 3JS9 �NTf p J ?RpO9�F °sr I I fip I I I I I I I III r � / I bbI AAN tl I 11 11 11 11 N N W W I N W W V) 0 0 0 I0 I I� n u J i SEE $HEFT 36 FOR d- RROFU PROTECT REFERENCE NO SHEET % R -2514C 22 RW SHEFf N0, D R A N A G E S P NARY ODD FOR q B ROADWAY DEIGN HYGPAUHCS ENGINEER ENGINEER iHELNA FOY NE1iS 1 OB 242 PD 241 1 oB 61 Pt*i34 IDO OT UZ FOR R FLANS DALION LEE EUBANC JR. / / PRELIMM RY PLANS OB Al PG 292 I F P6 2 / / , DO NOT USE FO CONSTRUCTION is 4 IN I BILE ROBER1 WORD,JR, '+ R \ DB IN PG 164 NB 19 PMUL'i V� 998 I iy� E'P •BL• 20 P1NC 254 +11,33 �oJbs�J, SHRLEY HOWARD NGGS,Ei VIR s2, F OB 321PG 44 / UB4P69 / e r iRACi 12 i AELEN 1AVALNEr \ I BB 2% PD 99r W W I W R N N Z O— — — -------- > 0 w Ou 0 10' PS Dom l � N o N •o N 4' P$ �N o N 10' P$ W C Z J SHRLEr HOWARD REGW VR I DO 306 44 U 14K L iRACi '6 r C O a N N s N a a u u In � 1 DB321PG�t � PB Q PG 96 EITHER DITEH NEEDS i0 CONTINUE p 10 PIPE OR TOE PROTECTION USED 0 y ON FILL SLOPE INkRETLANDS 0 C R I � W � , 1 �W 255 N Ir392�2'E , ` 04 PS 0 W \W � �4P5 J / \` oN y LU 10'PS 12'PS D 12'2 10'2$ 10'25 W� bw g;l \ ` Z CAT -1 k ;350 / - - - - - -- — F —kF � E \ f — J I— / f E f F fk E Il V / HELEN 1AVALjY 0/ I / s k DO 2% PG 991 G , 012792 � � i PB Q P6 96 -Y2- P1 Sta,19 +1963 k l 0 I s tir- c' v l I ' -r2- POT Sto, 20+1279 I / R R / tied •BY2.32 P0i 21 +04,23 k UB4PDg EsUrE F4t /Ea �I �� /END CONSTRUCTION 42— $TA.20 +52.50 $EE $HEET 37 fOR PROFILE V) Z 0 N W � ` I • .I I \j II II REGNALD IUNG, Ei UX �I 3r DB 2" PG 30 I PC'A•SIIGE 38 A I BEGIN CONSTRUCTION Jo,z'2q �� 4tiop "DUST . I �I 42- STR.13 +81,00 ` iHEIUA FOY NbT 1 2u � i � II � • 21 PINC 261 +82,66 161 PGiI II 'BY2• PINC 13 +12.18 N ` � m 1 .Y2. PISto 15 +72J6 PISto 1642660 L - T477F) A - DYER) ) D = 057'15,5' D = 401'085' L =1485 L = 3089? T = 749' T =155J0 R - 6,00400 R =091,00 NPO 8 PROJECT REFERENCE NO SHEET % R -2514C 23 RW SHEET N0, ROADWAY DESIGN ENGINEER INCOMPLE W NOT USE FOR PRELIMI �N HYDRAMU ENGINEER E PLANS /W ACQUISITION RY PLANS S NOAH S PPEDVNAPY ODD FOR E -BL- 22 PINC 212 +14,61 WNIEN�i�99NiY I 4'41 I DO I � I N W Ca 321 PC I I �O 1RE RAKER KUWAIT UM I N Q PG % �I �, oa 2� Pc V1 d) ExIST V s s oo�l` Rw i � W LU � I W N -Y2- PT Sto,16 +4621 � i I -Y2- PC Sta,14f98J1 R G R 0 W W 0 - N O- - -- II — \\; \\---------------------------- - - - - -- 0 I ` 9\ � W ' 1 0, P5 `� 10' P5 0 0.4 I Q ` \. Q j Nr 0. 0 ON N N o\ o N 00 �^ N 41 Ps o I 265 N Ir39 2T?E ' 270 275 o41 4' PS 4'6 N no 41 J 0, P5 W E ' — m�\ N \ \ \ — — — — — — — — — — — — — — — — — — Z -- P sta. Y2- PT Sto.164767 J R — J W I \\ Z U T Q PION IS MOSTLY A YOU ROADWAY, BIGHT BE ABLE TO of DITCH / W Q \ \ IN THIS AREA, U / T. ,ARE WADER RU M11,ET Ux GB 2NPGn c a � N s N a a m 511 SHEET 37 POR -E- PROPI1EI V) z 0 N W K N s N a m PROTECT REFERENCE NO I SHEET % L.4"v 1 LJ RW SHEET N0, ROADWAY DESIGN HYDRAMU D R A N A G E S P R E U M N O Y D E S G O N F R 15 ENGINEER ENGINEER Q E`N EB Is o ,00 I SRS ti001 INCOMPLE E PLANS m lfV, 26,1 5, p DO NOT Use FOR iw ACQUISITION NP PRELIMM RY PLANS DO NOT USE CONSTRUCTION E 26 .111 I II JERE WALTER MLETIERAll UN �. DB 161 PC 89� �1 am Nm N m� W W e PL I I2soo'IETI '^ END OA FENCE N W W • • Him M Imi RINI ERROR- I� BELL BRBTR DB BpERS �ARN,Ii� ICI DB ki OB i � 8� ICI OB 19i pc � I I DB 118 k 98 BBppBM I I II m'i II I I, ItJ?27ZE -BL- 25 PIN II+ 4 END PROJECT R -2514C BEGIN PROJECT R -2514D —[— STA. 300+00.00 N0893'40'E� — I• I� BFLL poliq Btl A F I PD � t 9 DB118�� p�CB SEE SHEET 38 FOR -I-- PROHIE MATCHUNE -LBUS- 5TA.15 PROTECT REBERENCE NO SHEET % +00.00 SEE SHEET 4 R -2514C 26 *24 RW SHEET N0. ROADWAY DESIGN HYDRAUEI(S 0 a NARY ELLEN EABr o" DB 19B PC � �I� N � ENGINEER ENGINEER �^ r PI Sta 13 +4491 PI Sta 16TO } I o p = 3'44'BS UI p - MT51.MTI h = s s9'sl'21 "6 97. '' P D = 5[43'465' D = 210? 129 INCONIPLE E PLANS L ' 6J 3/ L ' 1522 DO NOT USE FOR /W ACQUISITION as o T = 3/2yby5ryy T =162 PRELIM RY PLANS 6a C� w �, R 1(JW,W R LgJ,UIY DO NOT USE CONSTRUCTION W o SE = SEE PLANS SE = SEE PLANS NARY EVEN Doy I it po 5w f w� OB 274 PG 507 J 41j SE9'Er21'w - ` DRANAGE S PRE RN ARY DESGN FOR qB ,a 418,89' aso1l /cR / 1 I NARRETT BARBER US o- , N I �jac ! � COB PG AB I ^I i0,1� I I TIE UNIM STATES DR ANERIEA U4NUPACTURERS �I III = `/ , - � \ ° a �ANB,9IRADERS j \ I OBmK7a � \I i = S SS'42'13' w III I MP ,T_R of —1S w 13 7— -DRVI- PC Sta, 1R229 \ \ f + 13 PINC r so�0'IIr; END CONSTRUCTION -DRVI- PT Sta. 13 +1162 �/ r / —DM— 8TA,19 +00.00 I u m V 0 "Nm 8 +51,81-0 V1- I _ � � 2 29 -DR I- 0.00' LET. V M � � l: 13 I - R DR✓I- POT Sta. 19 +50.00 C EMISI RW ' � 0 � � � � I END PAVING 3000'IEI.I 177.62.DRY1. - Ml- STA.10— 5.00 � SPECAICU w SEE DE AIL CE B RIP RA -LBUS- POT Sta. 22t59D0= .l POT Sta.10 + D0�0 II r i / u i 1 I �8 F _ sFANDARD WDHtH � Pc — — SEE DETNE 18 +00.00 -DRVI- I 4s o0';Rl.l I 0114.0868 30,00'iRi if SIi.l4 CUT DITCH (Y DDE yv o S EDEiP28 +176 -DRVI- m� D w 33 30M RTWOO T I I B 9 +000 P p3 +12,29 -DRVI- 314,12 Ri 300011.) EIEV, 39,84' 0 -DRVI- PC +4965 BEGIN CONSTRUCTION p° S1a.11 —DRVI— STA.10 +12.29 III = � +48.30 -DRVI- 9 2 MIST. R'W -DRVI- PT Sta. 19421 NI IIII NAYSVLEE DEVEIOPAENi CtlRPERATIpN I OB 187 PG 18t III PC B SLOE 3ii•2 UPROUN ESTATE I % PD ITT ORQPGX NO IPG 59 III IIII IIII q Iil -LBUS- POT Sta. 25 +Oa00 SEE SHEET 40 Mk -DRVI- PROKE V) z 0 N w c a N, s a a In N _N OJ wa i� m S I I X 110 I ^ I QOI �i PROJECT RERERENCE NO SHEET % R -2514C 27 RW SHEET N0, ROADWAY DESIGN ENGINEER TVAUPLE HYDRAULICS ENGINEER rP PLANS MATCHIM 41— STA. 21 +00.00 SEE SHEET 20 X X o NX' o�3� DO NOT RSE FOR /W ACQUISITION 1` n � �P PRELIMIN RY PLANS I DECK n I DO NOT USE CONSTRUCTION N O 0 . ° 0O L1,ct 0 N I m bIID 0 _ N m 00 I III;II MO I 0 LEE'S CHAPEL LIE Hm, CHURCH I DB IPC 637 �I c� W W I 1 001 GPS R2514.10: a I IR-Bh- PINC 24 +57.05 = V 1%IB* P07 18 +39.84 PER W Lu � Ps a� II — EIP - --- +FO-=- �----=- � - -. -�- ICI, -- - - - - -- -T F " X SOIL 18'RCP RCP '�`-- C , I E CO s CT10N 1 -78,57 LI �Smt &cR RIIIIAIl DEMOS w4E3 DM I { Inl I I isatrcD Iq1 08 I69 n 630 I 1a 3RACT I I � I I II II I 1 1 HTR I I I RETAIN AND CEEAN -OUT I I 0 X I \` I -Y- PT Sfa 33f45.40 .' -Y- POT Sfa 35f3g -YA- PT Sfa.II +186 1 I I I.EE'S CHAPEI. RD. 41UV M IVV 6, rSSO Cy 5 0 U z h 0 v� 7 z N ADT w a 2035 IRAf f IC DIAGRAM X a� I, I`' X X \/ L--X X -Y- -YA- -YIA - PI Sfo 3203B PI Sfo 1009,43 PI Sto 12 +80 A :103'352°IRTI A - 4648'132(RT) Q - FI4'159 U) 0 - O31'OW 0.3f49'519 0 =1525'20 ' L - 204.4f L =14104' L - 449J6` T -1022f T =1190 T = 281JP R :11,051.41' R =180.00' R = 29500 SE - SEE PLANS SE - SEE PLANS �)lf X ANIE -YI- POT Sfa 21f2 0 Z k° CONCH I I N -YIA- PC Sfa. 10+0000 � X I I m I I a IssO ) EsT III -Y- POT Sfo.21375- F -YI - PT Sla. Xl l m z N RANGY D. RICCS. E3 AI / I �/ i� PC'TSUOE964A �ONAID NCEEN,E�U>< I I RANDY D.REAV AI I I R 0�3 PG 4b I m 86 PD 99S I I N E ' 9' E EIP K A ak 64A I IIS,6E 'S 1125VE �I 1 RETAIN AND CEEAN OUT -YIA- PX Slo.120D- /F� l I I AIJ.F0 lE, YA- POT Sfa IO +OODO U s-Y- POT Sfa.411891 } 11 1 RETAIN AND CEEA - -� rwG I I 0' 0 mN —w —_ R P _.,- - I is °ROPE _ - -- _ _ - _ ��- I N' RCP R MN AND CLEAN -0Ui ;EIP _ DNR Si1E ° is'R p E —'� - RETAIN AND MAN OUT I I al al p 1 • -- -1 OT -YA' f 1 f 1 1 0 141 41 0 - I 1 � p lol p ICI I 1 1 JERRY 0 PUS 0 11 � I I RETAIN AND CLEAN -OUT I I I DB 249; 6ro 0 I I I II m , I \ DD 8q Pp 93 0 11 I I I = I 4 II I ,w I s I 0 N1I -Y- POT Sf 36 +1294= N l a\ a 11 I 114 -YI- POT Sfa. 24OJ3 0 END CONSTRUCTION sssD -YIA- STA.14 +49,16 III I II II II � �S 34 q'16'W 167160 I JERRY RIGS I Do op Pp 636 I I I 1 I\ I � IS COINS I N6 PC 93 I N NANAG[ N Np No NW m SEE SHEET 39 FOR 414- PROEIIE I SEE SHEET 39 TOR -YA- PROHE Pi = 20 0 EL : OF VC - 52V K =800 (DS ) 60 VH1 PI = 30400DO EL = 439 VC =100 K = roll (DS ) 60 VHI PROTECT EEC NO SHEET NO. R -2514C 28 ROADWAY DESIGN HYORAU[ICS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACOUISUMON PRELIMIN RY PLANS W NOT USE FO CONSTRUMON SEE SHEET 4 V UN VIEW -I- SEE SHEET 5 fOR PIAN VIEW 19 20 21 22 23 24 25 26 27 28 29 30 31 32 PROTECT EEC NO SHE N0. 6 R -2514C 29 N RoaowAr uESICN HroRauucs � ENGINEER ENGINEER INCOMPLE rE PLANS DO NOT USE FOR /W ACOUISUMON PRELIMM. RY PLANS DO NOT USE FD CONSTRUMON —L— PI - 41 +%O PI - 31+03 EL - 4 3Y EL = 4498' VC - 410' VC - 430' K =123 IDS) 60 IIPH) K = 79 fDS) 60 KPH) 50 11111111111111 11111111 11111111111111117 111 50 111IM111111 11111111 r 11 V1 IV 11111111 .1 —1 1 ij La 00011 1177 1177711 77711 7 17 '177177 177 7 '71 117 'T1 '1 717- 111111111 7M 1P IT III iiiiiiiii I 1 11 1 Hill III I III MT I 1 11,11 111 1 111111111111 7 11111 T7 77 1- BMl EEEVATION = 40.95' N 431654 E 2528804 BE STATION 35- 46110' RIGHT RR SPIKE IN 16" PINE SEE SHEET 6 POR PLAN VIEW 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 PI= 47 U PI= 54+3090 EL = Qf EL = ON VC 67a VC 67 K = 1117 05) 60 MPH) K = 111105 > 60 KPH 50 50 40 40 Q T MV- BM2 EEEVATION = 41,22' �! N 433196 E 2528635 11 Du +HARDWOOD OWNGHI �a RR 5 RE IN 19' N/ oO SEE SHEET 1 POR UN VIEW zp jo 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 oa: PROTECT EEC NO SHEET N0. 6 R -2514C 30 RoaowAr uESICN HroRauucs � ENGINEER ENGINEER INCOMPLE rE PLANS DO NOT USE FOR /W ACOUISUMON PRELIMM. RY PLANS DO NOT USE FD CONSTRUMON -L- PI = 66 +00,00 PI = 61 12 EL = 41A5' EL = 4575 VC - 400 VC = 440' K =661 OS > 60 MPH) K ° 690 IDS > 60 MPH) TM777777TTFF- 111111111 111111111 11 11 1111 Hill 11 Hill 1111 11 11 11-11 1111 1111 1 1 111111 Hill 11 1 1 1 Hill 111111 11 1 11 Hill III I Hill 20 9n SEE SHEET 8 POR PLAN VIEW 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 60 11 Him, imil, 60 111111 11 1 11 1 111 11 111 11 11 "'i-7T. I Hill 111111111 Hill 1 1111111 11111111 777T 11 1 11 11 11 7 7 ... 40 40 1 717 Hill -M�- M 30 0 0 Q 0 L) BM3 EEEVATION = 40,96' N �! N 435960 112528525 y Du BE 5TATION I8 +53 228' RIGHT �a RR SPIKE IN 20" OAK mim N -it iffliffliffliffliffliffli OO 21 2 HE 12 SEE SHEET 9 V UN VIEW zp M# jo -�lq 74 75 76 11 78 79 80 81 82 83 84 85 86 87 88 00 PROTECT REREBI NO SHEET NO. 6 R -2514C 31 � RoaowAr uESICN HroRauucs ENGINEER ENGINEER INCOMPLE rE PLANS DO NOT USE FOR /W ACOUISUMON PRELIMM. RY PLANS DO NOT USE SO CONSTRUMON -L- 60 60 50 50 111111111 11 11 1 Hill IIIIIIIII Hill IIIIIIIIIIIII III 40 40 11 111111 1 111 IIIIIIIT III III IIIII Hill 11 Hill IIIIIIIIIIIIII SEE SHEET 10 V PAN VIEW 88 89 90 91 92 93 94 95 96 91 98 99 100 101 Ell PI =102+0000 EL : 57Y VC = 610' K =1022 IDS ) 60 NPH) 60 11111111111 Hill I 111 0 11117K IT 1wn A 111/1 HIM III Hill I Hill IIIIIIIII I 50 50 40 T7 1... 40 1 11 111 111 119 HIM 7711 1111 r7 17M 1110 0 0 Q 0 IL BM4 EEEVATION = 38,91' �! N 438118 E 2528242 11 Du BE STATION 100 +12 391'RIGHT �a RR SPIKE IN 20" EEANING PINE N� OO SEE SHEET 11 POR PU,N VIEW N p 0 jo 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 oa: PROTECT EEC NO SHEET NO. R -2514C 32 ROADWAY DESIGN HYDRAMCS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACOUISUMON PRELIMIN RY PLANS W NOT USE FO CONSTRUMON BM5 ELEVATION = 4152' N 439869 1 2527405 BI STATION 118 +97 240' RIGHT RR SPIKE IN 16" PINE PI = 144+DD,Dp EL - 4891' VC =100' K =1167 (DS > 60 KPH) 9M6 ELEVATION = 4313' N 441959 E 2526345 8I STATION 141 +52 227' LEFT RR SPIKE IN 9" PINE RROIECT EEC NO SHE NO. R -2514C 33 ROADWAY MION HYDRAULICS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACOUISUMON PRELIMIN RY PLANS W NOT USE FO CONSTRUMON 6M7 111XION = 40,86' N 443809 E 2526516 61 STATION 160 +22 245[IF RR $PIKE IN 12" GUM SEE SHEET 15 FOR W VIEW 155 156 157 158 159 160 161 162 163 164 165 166 167 168 PI =163ex EL : 42 VC - T K - 1161(DS ) 60 UPH) BM8 ELEVATION = 33,35' N 445139 112527202 B1 STATION 180 +25 266' RIG RR SPIKE IN 8" MAPLE RROIECT EEC NO SHEET NO. R -2514C 34 ROADWAY DESIGN HYDRAMCS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACOUISUMON PRELIMIN RY PLANS W NOT USE FU CONSTRUMON PI= 113+00,00 EL - 0 VC - v K =13331DS ) 60 IIPH) PI- Doom EL - 4111' VC = 100 K =1161(DS ) 60 YPH) SEE SHEET 17 MR W VIEW 189 190 191 192 193 194 195 196 PI: 10 EL = 435r VC = 800' K =1333 IDS > 60 MPH) PI = 20600 EL - Our VC - 800' K =1333 IDS) 60 MPH) RROIECT EEC NO SHEET NO. R -2514C 35 ROADWAY DESIGN HYORAU[ICS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACOUISUMON PRELIMIN RY PLANS W NOT USE FO CONSTRUMON PI= 2229M EL -- 4V VC: 800' K =1333 IDS > 60 VH) SEE SHEET I FOR W VIEW 211 212 213 214 215 216 217 218 219 220 221 222 223 224 RROIECT EEC NO SHEET NO. R -2514C 36 ROADWAY DESIGN HYORAU[ICS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACOUISUMON PRELIMIN RY PLANS W NOT USE FO CONSTRUMON PI = 235 +100 EL = 411 VC = 9a K =1500 IDS ) 60 NPH) PI = 241 +50 0 EL - 457a VC - 90a K =1500 IDS ) 60 IIPH) SEE SHEET 21 fOR PLAN VIEW 238 239 240 241 242 243 244 245 246 247 248 249 250 251 PROTECT EEC NO SHEET NO. R -2514C 3l ROADWAY DESIGN HYDRAMCS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACOUISUMON PRELIMIN RY PLANS W NOT USE FO CONSTRUMON BMII ELEVATION = 36.69' N 453048 112527040 81 STATION 252-81516' IEET RR SPIKE IN 15" PINE SEE SHEET 22 V PLAN 251 252 253 254 255 256 257 258 259 260 261 262 263 -I- SEE HE 23 V PLAN VIEW 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 PROTECT EEC NO SHEET NO. R -2514C 38 ROADWAY DESIGN HYDRAMCS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACOUISUMON PRELIMIN RY PLANS W NOT USE FO CONSTRUMON PI= 281 0 EL - 3370' VC = 900' K =4 (OS ) 60 IIPH! PI= MIDI) EL - FS VC =T K =1214 (05 ) 60 #PHI BMl3 I VATION = 26,14' N 456740 E 2528046 BI RATION 290 +39169' [Efi RR SPIKE IN 8" MAPLE SEE SHEET 25 fOR PU,N 290 291 292 293 294 295 296 297 298 299 300 301 302 303 EROK EEC NO SHEET N0. R -2514C 39 ..... .. ....... I _Vl ^ _ �V ^ RoAOwpr OESICN HMINER u v J I I n I n ENGINEER ENGINEER PI - P15D0 EL - 4196' VC - IF PI= IM52 K - J5 IDS ) 35 #PH) EL - 4151` VC =180 K - 641DS = 40 #PH) SEE SHEET 4 V PLAN VIEW Q 10 11 12 13 14 10 PI =15 +23DO EL - 3918' VC =180 K =11(DS ) 40 PH) PI =14IN EL - MS VC : 50 K - 294 (DS ) 60 #PHI SEE SHEET 27 U NN 11 12 13 14 PI =1PMO EL - 39Y VC =150 K = 57 (DS ) 35 PH) PI =10455DO EL - 40B VC =80 K =16 (DS ) 25 PH) PI - 11 +35D0 EL : 3934' VC =80 K = 31 OS - JO PH) $EE SHEET 27 f R PLAN -Vl- PROTECT REREBI NO SHEET NO. R -2514C 40 ROADWAY GESIGN HYDRAULICS ENGIN I ENGINEER -0RVI- PI - Pox EL : If VC =180' K - 56 IDS ) 35 UPHI SEE SHEET 9 MR UN VIEW 1 0 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 SEE SHEET 9 POR PLAN VIEW 10 11 12 13 10 11 PI =10 +26,00 PI =12 +25A0 EL = 4199' EL =4923` VC = 40 VC =19 K = l IDS : 20 PH) K = 29 IDS = 35 NPHI PI =10 +66,00 PI =10f15A0 EL - 3975' VC - 40' EL = 392 K - l fX l 15 PHI VC =150' K = 26 fDS = 25 PHI IIIIIIIIII SEE SHEET 9 MR UN VIEW 1 0 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 SEE SHEET 9 POR PLAN VIEW 10 11 12 13 10 11