The URL can be used to link to this page

Home My WebLink About20211069 Ver 1_Pre-Filing Meeting Request Attachment_20210706 (2) cr,r r 1 STATE STATE PROJECT REFERENCE NO. See Sheet 1 A For Index of Sheets SHEET TOTAL 00 1 STATE OlE NORTH CARO]L][ NA I N. C.. B P2. R018. 1 1 N 10 / r -01F 1H[ 1[ G ]H[�� A\YS STATEPROJ.NO. F.A.PRNO. DESCRIPTIONTO GREENVILLElDl[V][ Sl[ ON od I r'l- BP2.R018.1 PE BP2.R018.2 R/W, UTILITIES li y5 CONSTRUCTION,ogo Q� GRIMESLAND BP2.R018.3 6P 33 PITT COUNTY O 9' U =O .s9' c7t1 Y • �� QPROJEcT 0 DSZ LOCATION: BRIDGE NO. 730015 ON SR 1565 S. GRIMESLAND BRIDGEROADCLIrl LOCAT 'S LOCATION CIXON, ,,p �g 0� P') OVER CHICOD CREEK 21-1Y2 N ' ' �� TYPE OF WORK: GRADING,_DRAINA GE _PAVING AND STRUCTURE 1Ins Developed o wit u 2 C..) * penJ'& oads DETOUR I li VICINITY MAP (NTS) MIIII 1111 11WWP NOTE TO REVIEWER: 'Anr i ►j► ■,,� 40 PRINT STYLE AND PSET DEVELOPMENT IS STILL IN PROGRESS BY NCDOT FOR ORD DEVELOPED SHEETS AND CROSS SECTIONS. ■� PLOTTING IN THIS SET IS ACCOMPLISHED USING NCDOT'S DEVELOPMENTAL STANDARDS FOR PLAN-ELEVATION AND �`' CROSS SECTION SHEETS. ALL OTHER SHEETS 6114010UTILIZE THE FORMER V8i PRINT SYTLEAS NOT ALL SHEET TYPES HAVE DEVELOPMENTAL STANDARD PLOT STYLES YET. IiLLI .114Pr THE CROSS SECTION SUMMARY SHEET HAS BEEN REMOVED FROM L' i ‘110 THIS PLAN SET. THE SUMMARY OF EARTHWORK QUANTITIES ARE SHOWN IN SHEET 3B-1 AND ALL EARTHWORK QUANTITY CALCULATIONS SHALL BE PROVIDED VIAA VOLUMETRIC ORD REPORT AS A SUPPORTING DOCUMENT. w 4 U 0 0 U BEGIN BRIDGE o END BRIDGE -L- STA 14 +57 +/- -L- STA 15 + 62 +/- 4,67D BEGIN PROJECT , . /,zo1 -L- STA 11 +00.00 — 7 Xcitc. , END PROJECT = 0 -L- STA 18+05.68 S. GRIMESLAND BRIDGE RD • SR 1565 TO SR 1779 ITHTOWN RD TO SR1780 BOYDS RD Y W W K U 0 0 U 2 U SM riNeiNi **DESIGN EXCEPTION FOR MINIMUM HORIZONTAL CURVE RADIUS. PRELIMINARY PLANS DOCUMENT NOT CONSIDERED FINAL CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. SUBJECT TO CHANGE WITHOUT NOTICE UNLESS ALL SIGNATURES COMPLETED THIS PROJECT IS NOT LOCATED WITHIN MUNICIPAL BOUNDARIES. DATE PRINTED • THIS IS NOT A CONTROL OF ACCESS PROJECT. TRANSMITTED Br INCOMPLETE ]P�1LA PLANS SCALEL DO NOT USE IFOR R/W A�CQUOISIITIIO�r CIJ GRAPHIC SCALES DESIGN DATA PROJECT LENGTH NCDOT Contact: CATHRINE HOSSACK-MEYER, PE HYDRAULICS ENGINEER ADT2018 = 400 PreparedNC FIRM LICENSE No: C-1506 --_— in the Office of: KCA 30, FSuitev1500 st., Suite 1500 50 25 0 50 100 PROJECT LENGTHS FOR TIP PROJECT BP2.R018. 1 . KISINGERCAMPO Raleigh, NC 27601 ®� all��Gp� -- ADT 2040 = 800 & ASSOCIATES (919)882-7839 7:. T K NA % 2018 STANDARD SPECIFICATIONS �� ®o PLANS D = NA % LENGTH ROADWAY = 0. 114 MILES PETIP SIGNATURE. I * 50 25 0 50 100 T = 6_ % * RIGHT OF WAY DATE: JOHN P. MAZERES, P.E. LENGTH STRUCTURES = 0.020 MILES PROJECT ENGINEER - ROAD WA YDESIGN ENGINEER �A ao ilill _ V = 60 MPH 08/03/2021 �� PROFILE (HORIZONTAL) * TTST =3% DUAL 3% TOTAL LENGTH = 0. 134 MILES �� ,J* FUNC CLASS = � �� 11 10 5 0 10 _20 LETTINGDATE: JASON DEBONE c.) j I ii . LOCAL 03/15/2022 PROJECT DESIGN ENGINEER PROFILE VERTICAL SUB-REGIONAL TIER ( ) -- — — P.E. SIGNATURE. J� , BP2.RD13.1 (V CD N 2R.D2 1A Ln STATE OF NORTH CAROLINA HIGHWAY DIVISION 2 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ROADWAY DESIGN ENGINEER INDEX OF SHEETS IINiCOM]PILIETIE PLANS UO 001 LSt 001R R/14 AC0_0150 100 SHEET NUMBER SHEET 1 TITLE SHEET PAVEMENT DESIGN 1A INDEX OF SHEETS, GENERAL NOTES, AND STANDARD DRAWINGS ENGINEER 1 B CONVENTIONAL SYMBOLS 1 C-1 THRU 1 C- * SURVEY CONTROL SHEETS 2A-1 PAVEMENT SCHEDULE AND TYPICAL SECTIONS 2B-1 THRU 2B- * ROADWAY DETAILS PREPARED BY 2C-1 THRU 2C- * SPECIAL DETAILS KCA * 2D-1 THRU 2D- DRAINAGE DETAILS KISINGERCAMPO & ASSOCIATES 2G-1 THRU 2G- * GEOTECHNICAL DETAILS NC FIRM LICENSE No: C-1506 301 Fayetteville Street, Suite 1500 2H-1 THRU 2H- * GEOENVIRONMENTAL DETAILS Raleigh, NC 27601 (919)882-7839 2N-1 THRU 2N- * NOISE WALL ENVELOPE DETAILS 3B-1 ROADWAY SUMMARIES 3D-1 THRU 3D- * DRAINAGE SUMMARIES 3G-1 THRU 3G- * GEOTECHNICAL SUMMARIES 3P-1 * PARCEL INDEX SHEET 4 PLAN AND PROFILE SHEET TMP-1 THRU TMP- * TRAFFIC MANAGEMENT PLANS PMP-1 THRU PMP- * PAVEMENT MARKING PLANS E-1 THRU E- * ELECTRICAL PLANS EC-1 THRU EC- * EROSION CONTROL PLANS RF-1 THRU RF- * REFORESTATION PLANS SIGN-1 THRU SIGN- * SIGNING PLANS SIG-1 THRU SIG- * SIGNAL PLANS ITS-1 THRU ITS- * ITS PLANS UC-1 THRU UC- * UTILITIES CONSTRUCTION PLANS z 0 H UO-1 THRU UO- * UTILITIES BY OTHERS PLANS H X-1ATHRU X-1 * CROSS-SECTION SUMMARY SHEET 4-1 X-1 THRU X-5 CROSS-SECTIONS S-1 THRU S- * STRUCTURE PLANS * IF REQUIRED, TO BE INCLUDED IN A SUBSEQUENT SUBMITTAL. STATE OF NORTH CARO]L][ NA)% OH ][ GHWAYSCNJ Note: Not to Scale _ 2RD2 1B S. U.E. = Subsurface Utility Engineering CONVENTIONAL PLAN SHEET SYMBOLS BOUNDARIES AND PROPERTY: WATER: State Line RAILROADS Standard Gauge Hedge Water Manhole O County Line `SXTRANOO MILEPOST 35 TRANSPORTATION Water Meter Township Line RR Signal Milepost Woods Line W r V Iv Switch - Orchard 0 0 0 0 ate a e City Line SWITCH Water Hydrant 0 RR Abandoned I + + + Vineyard Vineyard Reservation Line - - - -w- - - - RR Dismantled --- EXISTING STRUCTURES: U/G Water Line LOS B (S.U.E*) Property Line U/G Water Line LOS C (S.U.E*) - -w-Existing - Iron Pin o MAJOR: * w RIGHT OF WAY & PROJECT CONTROL: Bridge, Tunnel or Box Culvert U/G Water Line LOS D (S.U.E ) Computed Property CornerCONC p y x Above Ground Water Line A/G Water Secondary Horiz and Vert Control Point Bridge Wing Wall, Head Wall and End Wall - ) CONCWW Property Monument ECM Parcel / Sequence Number Primary Horiz Control Point 0 MINOR: TV: ® TV Pedestal c Existing Fence Line -X X X- Primary Horiz and Vert Control Point O Head and End Wall / CONCHW Exist Permanent Easment Pin and CapPipe Culvert TV Tower O Proposed Woven Wire Fence 0HH 0 New Permanent Easement Pin and Cap Footbridge >_ U/G TV Cable Hand Hole Proposed Chain Link Fence *U/G TV Cable LOS B (S.U.E.*) - - - -TV- - - - Vertical Benchmark Proposed Barbed Wire Fence OI Drainage Box: Catch Basin, DI or JB CB U/G TV Cable LOS C (S.U.E.*) - -TV- - Existing Wetland Boundary - - _ _ - - - Existing Right of Way Marker A Paved Ditch Gutter -wL6U/G TV Cable LOS D (S.U.E.*) TV Proposed Wetland Boundary WLB Existing Right of Way Line - Storm Sewer Manhole CD New Right of Way Line 9 Storm Sewer s U/G Fiber Optic Cable LOS B (S.U.E.*) - - - TVFO - - - Existing Endangered Animal Boundary EAB U/G Fiber Optic Cable LOS C (S.U.E.*) - TV FO - Existing Endangered Plant Boundary EPB New Right of Way Line with Pin and Cap 8 A UTILITIES: U/G Fiber Optic Cable LOS D (S.U.E.*)) TV FO Existing Historic Property Boundary HPB New Right of Way Line with POWER: Concrete or Granite R/W Marker ® ® GAS: Known Contamination Area: Soil Existing Power Pole i New Control of Access Line with Gas Valve 0 Potential Contamination Area: Soil O Proposed Power Pole b Concrete C/A Marker A Gas Meter 0 Known Contamination Area: Water Existing Control of Access I I Existing Joint Use Pole LineLOSB .E.* - - - U/G Gas (S.U.E.*)) - -G- - - Potential Contamination Area: Water New Control of Access Proposed Joint Use Pole � * - -G- - ,� 0 U/G Gas Line LOS C (S.U.E.*) Contaminated Site: Known or Potential Power Manhole O Existing Easement Line E U/G Gas Line LOS D (S.U.E.*) G BUILDINGS AND OTHER CULTURE: New Temporary Construction Easement - E Power Line Tower O Above Ground Gas Line A/GGas Gas Pump Vent or U/G Tank Cap oNew Temporary Drainage Easement TDE Power Transformer A/ Sign ° New Permanent Drainage Easement PDE U/G Power Cable Hand Hole SANITARY SEWER: Well ° H-Frame Pole .--. Sanitary Sewer Manhole OO New Permanent Drainage / Utility Easement DUE Sanitary Sewer Cleanout Small Mine U/G Power Line LOS B (S.U.E.*) - - - - - - New Permanent Utility Easement PUE U/G Sanitary Sewer Line 5s Foundation U/G Power Line LOS C (S.U.E.*) - - P- - New Temporary Utility Easement TUE Above Ground Sanitary Sewer A/G Sanitary Sewer Area Outline New Aerial Utility Easement AUE U/G Power Line LOS D (S.U.E.*) Cemetery t SS Forced Main Line LOS B (S.U.E.*) FSS TELEPHONE: SS Forced Main Line LOS C (S.U.E.*) Building ROADS AND RELATED FEATURES: - - FSS- - School 11 Existing Edge of Pavement Existing Telephone Pole -•- SS Forced Main Line LOS D (S.U.E.*) FSS Church - Proposed Telephone Pole � �O Existing Curb — Telephone Manhole CDMISCELLANEOUS: Dam Proposed Slope Stakes Cut c Utility Pole • HYDROLOGY: F Telephone Pedestal T Proposed Slope Stakes Fill Utility Pole with Base Stream or Body of Water Telephone Cell Tower A Proposed Curb Ramp cR Utility Located Object 0 Hydro, Pool or Reservoir 1— 7 U/G Telephone Cable Hand Hole HH Existing Metal Guardrail T T T Utility Traffic Signal Box s Jurisdictional Stream U/G Telephone Cable LOS B (S.U.E.*) - - _T- - Js Proposed Guardrail T T T T Utility Unknown U/G Line LOS B (S.U.E.*) ?UTL Buffer Zone 1 BZ 1 U/G Telephone Cable LOS C (S.U.E.*) - -T- - n n n Existing Cable Guiderail U/G Tank; Water, Gas, Oil Buffer Zone 2 BZ2 U/G Telephone Cable LOS D (S.U.E.*) T Flow Arrow Proposed Cable Guiderail n n n n U/G Telephone Conduit LOS B (S.U.E.*) - - Underground Storage Tank, Approx. Loc. OMB -TC- Disa Disappearing Stream Equality Symbol a U/G Telephone Conduit LOS C (S.U.E.*) - A/G Tank; Water, Gas, Oil pp g p - -TC- p g Pavement Removal �� U/G Telephone Conduit LOS D (S.U.E.*) TC Geoenvironmental Boring Spring �� Wetland VEGETATION: U/G Fiber Optics Cable LOS B (S.U.E.*) - - U/G Test Hole LOS A (S.U.E.*) - - TFO - - - Proposed Lateral, Tail, Head Ditch > > > Single Tree U/G Fiber Optics Cable LOS C (S.U.E.*) Abandoned According to Utility Records AATUR - TFO - - FLOW Single Shrub E.O.I. False Sump g U/G Fiber Optics Cable LOS D (S.U.E.*) TES End of Information _ _ _ ,,,\] BP2.R018.1 LO 2RD2 2A-1 STATE OF NORTH CAROLINA 2 -L- (SR 1565 - S. GRIMESLAND BRIDGE RD) PAVEMENT SCHEDULE 8' 4' 10' �i` 10' 4' ).--.., ...-] "---TN:-) 7 W/GR i 7 W/ GR HIGHWAY DIVISION 2 w DOCUMENT NOT FINAL C1 PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, z UNLESSALLSIGNA CONSIDEREDFINED AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. J ROADWAY DESIGN I = ENGINEER 0 C2 PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, Q Z 2 41/ AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. IN EACH OF THE TWO LAYERS. GRADE m ]INOO IP POINT LIETIE PIA PROP. VARIABLE DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, EXIST. GROUND 70.02 0.02 0.02 N 0.02N C3 AT AN AVERAGE RATE OF 110.0 LBS. PER SQ. YD. PER 1" DEPTH. TO BE 1 PLACED IN LAYERS NOT LESS THAN 1" OR TO EXCEED 1.5" IN DEPTH. TIT- - -7 3:/ 4-.\ 1414R/ III 1 1 1 :1 1 :1 3:/ TO S EXIST. GROUND / PROP. APPROX. 4.0" ASPHALT CONCRETE BASE COURSE, TYPE B25.00, l- 1 7" 0 =i-7 I'17 T PAVEMENT DESIGN El AT AN AVERAGE RATE OF 456 LBS PER SQ. YD. III III 1 ENGINEER �� GRADE TO THIS LINE R1 SHOULDER BERM GUTTER TYPICAL SECTION NO. 1 T EARTH MATERIAL. -L- STA. 11+00.00 TO STA. 14+56.00 (BEGIN BRIDGE) -L- STA. 15+63.38 (END BRIDGE) TO STA. 17+86.00 PREPARED BY U EXISTING PAVEMENT. KCA KISINGER CAMPO & ASSOCIATES V INCIDENTAL MILLING ` 3' „ VARIES ` VARIES ` 3' NC FIRM LICENSE No: C-1506 I 301 Fayetteville Street, Suite 1500 Raleigh, NC 27601 NOTE : PAVEMENT EDGE SLOPES ARE 1 : 1 UNLESS SHOWN OTHERWISE LV LLI I (919)882-7839 Z Z J J I I 0 0 2 7" 7" 2 0.02 0.02 L / I 7 0.02 0.02 N 3 � �• T T EXIST. GROUND ® EXIST. GROUND GRADE TO GRADE TO el . 50' T �� - -n7 1 :1 THIS LINE THIS LINE 1 :1 �T7 -I�� T- - b' 01 1_I1 1 1 1 1 11 1 11 1 1 1 1 1 1 1 / t A I \ GUARDRAIL DETAIL PPAVENTROPMEOSED ED v_) t TO BE USED IN CONJUCTION WITH TYPICAL SECTION NO. 1 - - - - - - - A -L- STA. 13+82.06 (RT) TO STA. 14+56.00 (BEGIN BRIDGE) A A- EXISTING -L- STA. 13+82.19 (LT) TO STA. 14+56.00 (BEGIN BRIDGE) BEGIN/ END PROJECT PAVEMENT -L- STA. 15+63.38 (END BRIDGE) TO STA. 16+38.78 (RT) -L- STA. 15+63.38 (END BRIDGE) TO STA. 16+35.56 (LT) INCIDENTAL MILLING PAVEMENT KEY-IN DETAIL (TIE-IN) -L- STA. 10+50.00 TO STA. 11+00.00 -L- STA. 17+86.00 TO STA. 18+36.00 30'-0" OUT-TO-OUT STATION RANGES ARE APPROXIMATE ONLY. GRADE AND MILLING LIMITS MAY BE ADJUSTED BY THE ENGINEER TO ENSURE A PROPER TIE-IN. 27'-10" CLEAR ROADWAY H -L- (SR 1565 - GRIMESLAND BRIDGE RD) z 0 1'-I" 3'-11" 10' 10' 3'-11" 1'-I" U) W 42" VERT. CONC. *** _1,/C3 BARRIER RAIL (TYP.) 0.025 N ri.i • 0.025 N 00 30 °1OO!OG1OOi0O OO?OO100 00 f 1 10 PRESTRESSED CONC. CORED SLAB UNITS (TYP.) *** VARIES, SEE STRUCTURE PLANS, 1" MIN - 2.75" MAX BRIDGE TYPICAL SECTION BRIDGE 740015 OVER CHICOD CREEK -L- STA. 14+56.00 (BEGIN BRIDGE TO -L- STA. 15+63. 8 (END BRIDGE) D BP2.R018.1 2HY2 2D-1 HYDRAULICS ENGINEER 00 ZV) < 3 MODIFIED CONCRETE FLUME SHOULDOPTIONAER SEE RD GUTTERL 0 Q N .' 7 PAY LIMITS PER EACH Z SHOULDER BERM GUTTER < ~ O OPTIONAL SEE RDY. PLANS Z _ . OOP ►. U rZ = � '� 02 - Z rn DI -.I 15'-0" V 1: V) 1 V , 0 n BEGIN MODIFIED w Q Z u_ T rn CONCRETE FLUME DOCUMENT NOT CONSIDERED FINAL 2 rr ^^ JNLESS ALL SIGNATURES COMPLETED Z D �A 8" x 4" LIP CURB O V 3 DEPRESSION 1 Q I— LJJ Z — 0O PAVED SHOULDER ' 1'-0" R. (TYP.) ��I� A �A V) V , O r- EDGE OF LANE Z P Z TRANSITION CURB DOWN AS 2 -8„ B B Z END MODIFIED O O O ► t ~ CONCRETE FLUME N DIRECTED BY THE ENGINEER D — OUTLET - I -< 02 N w - Z )N 0 ° CONCRETE OR RIP-RAP DITCH L4LOO1WE2"L#BARS 6 SEE ROADWAY PLANS DD PLAN VIEW VARIABLE LENGTH 4'-0" _ 4" CONC. SEE PLANS . Z. PAVED DITCH C 2'-0" ►{ 8" 2'-4" MIN. PI W 11 SEE PLANS FOR PLACEMENT • ° i OR BEGINNING - 8" 4„ • • D - - D •• - D - . D D • D 5" 0 WATER C )• T FLOW PAVEDNDITCH 0 SECTION C-C SECTION A-A DOWNGRADE OR SAG LL TI I _ Z OUTLET --- O ili 1 U VvOUTLET J 8" 2'-8" MIN. 8" uo C- RH-�\ WATER �• C \` t� WATER 4�� - . D ' . D ' . D ' . D ' . D ' . D 0 tt ^^ Cl) FLOW O FLOW V Z Ce 4 Z 1 V SECTION B-B � A WATER WATER S C O N 0 FLOW I �� OA �� FLOW — /xi Z Ce III1 0 m OUTLET Q �\ rn D SAG 4'-0" _ p Z _ 2' 0 O Ji/ \ - 11 J0 x n 0 FLOW � � �' O , �. WATER4 L LIZ U LLI T xi • D D D DLLI /v DOWN GRADE U 2 rnRIP-RAP LINED DITCH = Z V) O � 0 0 M J LJJ U 0 T 0 O J = STATE OF NORTH CAROLINA 1 _ n � � L.L � FLOW DIVERSION EXAMPLES = 1 3 0 CROADWAY DESIGN UNIT 0NOTES • • PREPARED BY KCI% rnKISINGER CAMPO - CONSTRUCT MIDIFIED CONCRETE FLUME AND SHOULDER BERM GUTTER IN ACCORDANCE WITH THIS DETAIL. & ASSOCIATES - CONSTRUCT CONCRETE DITCH IN ACCORDANCE WITH STF. DWG. NO. 850.01 . NC FIRM LICENSE No: C-1506 - CONSTRUCT RIPRAP LINED DITCH IN ACCORDANCEW WITH THIS DETAIL, IF CALLED FOR IN PLANS. 301 Rate Fayetteville C 2 601et, Suite 1500 - CONCRETE OR RIP RAP LINED DITCH SHALL BE THE TYPE AND LENGTH SPECIFIED BY THE ROADWAY PLANS. THE DITCH SHALL (919)882 7839 TERMINATE AS SHOWN IN HTE PLANS. IF NO TERMINATION IS INDICATED PLCE RIP-RAP AT THE END OF THE DITCH AS INDICATED BY STD. DWG. 876.02 FOR AN 18" OUOE, TRANSITIONS FROM THE DITCH TO TERMINATION SHALL BE AS DIRECTED BY THE ENGINEER. - MODIFICATIONS SHALL BE DICTATED BY SITE CONDITIONS AND DIRECTED BY THE ENGINEER. ,may 1.----.4, PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION COMPUTED BY:AJM DATE:03/01/2021 BP2.1R018.1 CHECKED BY:JPM DATE: 03/0E2021 N 2RD1 3D-1 STATE OF NORTH CAR 0 L I NA STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS SUMMARY OF EARTHWORK HIGHWAY DIVISION 2 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED IN CUBIC YARDS ROADWAY DESIGN ENGINEER INCOMPLETE PLANS DO NOT USE FOR R/W ACQAlNITION PAVEMENT DESIGN ENGINEER PREPARED BY KC* KISASSOINGER CIATES CAMPO & NC FIRM LICENSE No: C-1506 301 Fayetteville Street, Suite 1500 Raleigh, NC 27601 Station Station Uncl. (919>882.7839 Embank. Borrow Waste Excay. +% -L- 11 +00 .00 -L- 14+57.00 61 375 314 -L- 15+62.00 -L- 18+05.68 85 364 279 PROJECT TOTALS : 146 739 593 Replace Topsoil on Borrow Pit (5%) 30 GRAND TOTALS : 146 739 623 SAY: 150 625 U)z 0 H Fn H W NOTE: APPROXIMATE QUANTITIES ONLY. UNCLASSIFIED EXCAVATION BORROW EXCAVATION FINE GRADING CLEARING AND GRUBBING AND REMOVAL OF EXISTING PAVEMENT WILL BE PAID FOR AT THE CONTRACT LUMP SUM PRICE FOR "GRADING". ALL EARTHWORK QUANTITIES WERE DERIVED FROM ORD QUANTITIES BY NAMED BOUNDARY REPORTS AS DESCRIBED IN THE ORD QUICKSTART TRAINING. __ BP2.R018.1 C /'/ • _T p I-J - / // /// 45 -- 7� DETAIL A HYDRAULICS NOTES: '' - '• I I/ I\ /,5 GRASSED SWALE ROADWAY DESIGN / / / ,-: , , , _, \ \ I\ (Not to Scale) ENGINEER / / /� ,/ • / , - \ I I \ 1 . PERMISSION WAS GIVEN BY GARCY WARD , /� 'y , % ! �' 1 \� PROPOSED OOO��aaCAR D�O�00 �i%i',, `\\ // ,' // I\\ ROAD Natural ,p,,°Q�� °°O�/,�0� TO USE SOUTHEAST QUADRANT JS LINE AS • , ? D :� Ground O�o 00TOP OF BANK / -- /- w ' ' • . , �\ 5 �� o ° °��°/' ','// / I `,O, s' --- I\\ �,-- \\ \� / I I 6�� 06NMin. D= 1 Ft. o° SEAL ! °/'/ (0 / I / / \\\ I \i' i \ I �� 1 ) ', --= _ cbN It' oI / / ' I \ p ` Ji / I--- - �� FROM -L- STA. 14+03 TO -L- STA. 14+30 ', 043935,, 1 ..' / / I I \ ` �'-� \ O / _--- _ N -RT- O °°° F M I I , 1 \ , \ I I �I �J?il �T- _ _ o ✓ ° 't'G I NE �t.00---'// 1 \I I+/ / ' 'I I .• �\ 1 11 • \\\ \\ \00'l, 111 = Li7 , , 11 j 191 ' 1 11\ / ' ,7/,� i-'-�-i-O _�-c-- 1 r / , I / jl_nC , , , I ,_ CUR DATA -L- Oo o°°°°°°°°°°°°°°°°t. o__-- / , / \ \ _, / I ' U �`� \� V�/ - \ > I I DETAIL B ��00 200[3 O��o--�\ GRE(eORYC.BO�PD / 1 \ ,/, ' /�I \ 1 j -///'\ Iry -'\ , �c ' 1 I 1 �� +Q7 / 1 i / / ' / I 1 I , \ -' \ v , , \ �' 1 I NPlc 19 46.57 STANDARD V TAILDITCH Q __- DB 64 PG 3 1 / r / / CL II 'IP RA \ I ' I �� LOS- I I o , „ (� (Not to Scale) _ _ -. �% ti 1 , o /---- .nr • r J I Ac = 12 29 16.0 (LT)tiO _ 1 / p �� I , • I SHOO DER 'OINT \ \ 11l \ \\ c / !� 1\ / \ C�\B�,RYP RAP EST�2 TOMS RACHELR.PERk�fN (pO� HYDRAULICS _ 'r \ \ O , QB • \ \ I I/ ` \ \\\ , ��- .(�\ \ I $V iC $Y'G`EOTEXTILE' 1 ` ` `-;_ k O 1 11O O \ ` 1 / �k I �1 v' 1 1 III \ \ 0 L \ \ -DB 3395 PG 280� -,\ _; D = 09 00 00.00 Ln o NAURAL ENGINEER O I i `_ 1 \ - ' I' ` �X �/ ' I 1 lid \\ j i \\\ \ \ w� t/ I `- R ADSIDE DITC�-I \ w1B-l3 PG 48 _ __;♦ 2.C9 GROUND Natural / \ -K \ ti \ I \ I I III I \ \ \ \ �� \\ ) ' ' /\ SE DETAIL D 1 \ D Ground + \ -=1- - - -.� x� 1 r 1 I I \ \ \ .� off' / \ op Lc = 138.75 +O d \ V 37 \ � / / I �I \ 1 / I 1 I I l \•\ ' \Iv / / '• I y\ .,_,,7� I \ �\ \ \ '� �paa�000��0o, i\ o l N 1 N14 9 0_E__ l , , I s,,\ /A \ -L-L o 000' • \ I cE I /- / / °� 1q \ ` __ -\N \lIII > ' / // / \' _'1 \ \ \ \ \ O BEGIN ELEV: 24.0' LENGTH: 15' o0o N CAR° opo/ -\ \ pE11 , �X /- a- - -i~ r\\ \d , / , / , ,� # , / \TOP: 6.7 \ TC = 69.65 CV ° °°Ic T - t- _ -__ - _ _ ;�_ o t n \ \ \ CV END ELEV: 23.2' Min. D= 1 Ft. p °° ° po �/ o\ R x\ _ - -_ �. ` �1, / / , .G� N 3 1 4.0E _ ° DDE: 2 CY o0 o SS° 'Io0I -, \ E� �>C�r , / __ __,_ = I / s-_ � IfIIV. 4.1 I� / / [� LONGIT. SLOPE (FT/FT): 5.333/0 00 m000•F ., /° o0IJ ' _� ! �.� -_- '.1 _ _ - Imo' c / ' I 1 _ \ 1 \ ' \VV , \ \ l / R\- 636.62 0 ° °°°° oIL, / \ I 1I X_>�x'a- o , ='- =-`__ E_.-_--%L"'�_ - 8a _ T =;sr r..: N1 i� '' vhb'i�c!'' ;,-c/y! I /� C41e.7' DED // I \\ `\ `\ ► \\ / \T\\ Z / \\ FROM -L- STA. 13+97 TO -L- STA. 14+03 0 °°�� SEAL9`° a\ �C \ i �-� -` ' _ -__- e ria'IYIIIMIN IIr=��liJ..Il7fi. _ / _- ._ _ NY.f.3' \ \ \ \ \ \ \._ \ �� \ \ ;;==__ =-=_-- '=_._ _--��a' - ., �ili� prl - - -- , _-�-� ;_. , \\ .\ _� 1 1 \ \ ` --� \ J r' I 049338l Xy \ \� -�_��_- -r-_ ___` -_ ••I \ `� ��il� �� il%� (vj `>-_ __ Tf ! - -� �L l_, 1 1 \ \ a\�\ ��\ \\ r J I �, 0 0/ �> _ /- -U�, - � W \\, O� �/ !I�� I� Y'1lljlO ' � - M _-- --�_� _ -� :-_ \ �--1_\_\� --\\` ---\\\ `P. RE AIN ' ---I , DETAIL C HOF�j°O°'l'G`IN �., p�Qo� g � _ \ , .t _.- �� ///.Ila'- __,= II �iLll%// N -`- -�� •i Ir'-1 -- v -` - \ ' � _-_ 1 00 °� W 00 _ _ _ \`� A TYPICAL ROADSIDE DITCH o o/r p° 0 0 00 , O _ `� e- - _ \ r \ / 7 (Not to Scale) O��a4QOL�L��00_- - 0 8: Imo'` ,. .:.�.,�� :�- --- / /\ //_ \ b1 _.>- '/ '/ '/ /-' �-_-r� .v MIIh ii;-_ 71F � .// ::::13::::\ \ \\�\b��; �__-,J C6:- ..Z-l.,;ilikpPi 8 �O \' Ni� - _ \-= �_ ---- - - - •Qjti - �' •�/ \ 2 '.Q ,'tt �� -T _ ___ -T- __ ;/' `\\, \A� _ - ..,: -_ -- NATURAL PROPOSED s �'f0-SEZ1// �� G'S o •1 / ' / � _� i�� 61GIN SBG 9� 1' ,.�• ��y -- \� \ , 1 \ ��• �� I _i _ - -- - DOCUMENT NOTCONSIDERED FINAL __ ,i_ I1 �� GROUND ROAD_ � \ \` E D �. . \ �� DGE 2�. oWN RD 4.,')Fb2"RO , I- 1 .1� /� / ,_'___ 1 -- -- \ D TAIiLDITCM SW E� - \ \ N �, ;.•�� Y5 ,, 0' SMTHTO 7 D �' UNLESS ALL SIGNATURES COMPLETED \ 7 / �_ \ \ ETIL ' ' ' ,---\ , \ \ 1 rsIART ,r� �� - \ 0 � \ \ \ I R�,�SEp'SWALE ��"�� _ `\ \ \111) �}� �� \� H "�Ir. �� ,I �� 29 Iy ! STATE OF NORTH CAROLINA \ \\ \ re, ! F- \. /_ \x \ •\ `\ \ I 1 SEE DETAIL„4 ii . • �' es / ' - /\ell \\ / ' �� GN �� I \ N. \ \ X� [� rr C& i - \ I X / ___-_ _ \\\ --> Min. D= 1.0 Ft. �J \\\\\a_ -- �/ , IENGE\ 1 \ III\ •' • / / ,' --� l / \ •\ `, /"l \ $ li /F //f '� I\► X -� ', �`Y W /_ L_ __--�\ �' _ \\\\ -X RIc� \ \ 1 I , '!T( B,RIP• RAREST �2 TO S -- _- / /W 11/ / /( c e� 10 �= -- - -- __ ___ / ��x /�i ELEC� 1 I , / i / \ \ \ / / l G1) \ ( ' \ , �` 12"HDPE '__ �__ _____\ ��' - \ \-- �- - , I 1 I \ II \ESTr7 Syti`EQT-ES(TILE/ /� ,' /� , w \ \/ ,1/ .,j r \ \\ / \\I\ I' ,'' TRICFEN -- \ _-- ` / \ \ FROM L- STA. 16+53 TO -L- STA. 17+10 I \ I ct-, I \ //\ \ / I / / / / ,,- \k 7 P\EST 2 "INS __ I. \ / �.� -RT- -X /,,,/ 1 / / 1 CU� TA\-�-\ \OL B Rid RAP E$�T 2 TO 'S / \ �� \ �, \ \ // , , JA,LLC E - !►'. \ EST\7 SY S€O - ILE / // / / I I CU R DATA /"'/I Iu ' + E r EOT XTFG1 �' � woo FENc�- otti 0 I\ I .�, / \/ DETAIL D I / �, I ' `\ o.A 1 � '4 \ / ( � 11B 3756 -G' , F I ,. ' lc 12 9\ 5 /� I r \ 1 P / e. I �X=X �r A N Z ETAIN, R Al I O I I c 1 1 - 1 t-�O / I \\ I MAD. C• L! FLUM 1 / Plc 16+03 ' I \ / , / \ r. w N C� f l,� �y t \o \ B 83 PG 122 \ / 1 ' 1 TYPICAL ROADSIDE DITCH ROADWAY DESIGN UNIT S S Rp / / / HARDEE FAMIL>s'HQ QIN�S1 16�J our��T) / l I \ U_ \v\\\ /I / I 1 \ _\ I I I \ ', /Y ' DB2 �/2 PG616 - -_ e o r I i 1 �\ 1BO - MB�3 P� 1��- 4 r� \ III -_' I I d ,- 09 01 01 'I (F�T , Q- _-- 1 I \\ Not to Scale ' i 1-- D - 04 3 0 .�V' /)\\ I I L-- /- \ 1 I \� \ v/ - 11 r o r4 I I 1 r' _\ - i '�\ G a I \ \ \\\I\c �' PREPARED BY BEGIN PROJECT-L- 4 Lc = 59.12 ` `�`ZL - ___ , _ _ 1 , ,\\\\,;\ _ D = 09 OO OQ.i o • \\ \\ J // 11 ` °D Lc 100.11 1 II I\�. / z\ �-___ 1 l\ \\\\ NATURAL PROPOSED POT STA 11+00.00 /130O1 ScPO / \ \ 1L 273.24 ` \ I Tc_= 50.?0 1 EN PRO CT=L=-- =`_ jy \\\\\\\\\ \\I\ I\I I RACHEL R. PERKINS Min. D= 1.0 Ft. I I R - 636.152` , OT TA 7+86.00 DB 3395 PG 280 & ASSOCIATES �.I G� \ \ `\\ 1 II 111 I /� �-r/ MB 13 PG 4800 FROM -L- STA. 15+90 TO -L- STA. 16+80 / \ ` \ I I\ I I \/ I \---°s411.-0,\/_,,-1:,/i.-0-___:-\j/1-11.211E,. N Q \ \\ \\ \\\\\ \ } LT Nc FIRM LICENSE No: C-1506 O \I ) \\ \ \\ \ / 301 Fayetteville Street, / Suite 1500 O / III 1\ \ >, / Raleigh, NC 27601 I I _, // ,/ (919)882-7839 I , I I _-/6/ // \ s ,/ / ( / SAG -L- 16+81 .26 NOTES: / ELEV. 27.11 - -0.56>< 0.69 /, 1 . ALL BRIDGE GUARDRAIL ANCHOR UNITS ARE TYPE III. - 2. ALL GUARDRAIL ANCHOR UNITS ARE GREU TL-3. 3. AT TIME OF PLANS PRODUCTION, NO WET OR WEX FILE WAS AVAILABLE. ��- 4. EXISTING PAVEMENT LANE WIDTHS AT THE BEGINNING AND END OF PROJECT ARE APPROXIMATELY 10.0 FT WIDE. . 5 %` oJ/ 5.) DESIGN EXCEPTION FOR MINIMUM HORIZONTAL CURVE RADIUS. PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION INCOMPLETE PLANS DO NOT USE FOR It/W ACQUISITION -L- SR 1565 (S . GRIMESLAND BRIDGE RD) 11 +50 12 +50 13 +50 14 +50 15 +50 16 +50 17 +50 18 +50 19 +50 20 50 50 > > > I 40 o N 40 ft + 0 . CO -L- N N N- N HYDRAULIC BRIDGE DATA 100-YEAR WSEL 25-YEAR WSEL 30 30 =)2 5000a/o - - -L- 27.0' \ 25.5' -L- V -L- - - - - DESIGN DISCHARGE = 1400 CFS + 0.3500% __ +)3_333°T 0.5588 /o ___ - + o:�b;- + 0 6979 /o O , - (-) o- _- ) -- -a % DESIGN FREQUENCY = 25 YRS o \` _ WSE `= 22.2' I oo DESIGN HW ELEVATION = 25.5 FT 20 o d' I- I C.) 20 + O V I dam•. •� _._ 2 I uy = M .} CO M BASE DISCHARGE = 2603 CFS co I` QO" A j UOM H fV F+" co ON I N + ~a•" E _ 0,0 II N- + BASE FREQUENCY = 100 YRS I Z. II O 0+ I 11 -.- I--II-� �J' Z�1 3 > WVIW °HJ 10 - m�W = 10- COMI- LO N- m�W m W - WNW I 10 BASE HW ELEVATION = 27.0 FT > �M" OVERTOPPING DISCHARGE = 2850 CFS Ov 11 U > Z z OVERTOPPING FREQUENCY = 100+ YRS I I I • W"W =a. OVERTOPPING ELEVATION = 27.1 FT 0 I 0 11 +50 12 +50 13 +50 14 +50 15 +50 16 +50 17 +50 18 +50 19 +50 20 • NC FIRM LICENSE • K S301 uitea1500evi11eNStreet506 0 5 10 (V (.0KISINGER CAMPO Raleigh, NC 276011111111111111i 1 & ASSOCIATES ( �/ O f� 919)882-7839 n �J Lid w 40 - I - - 40 I I cn u co 0 G P I— 0- - - cJ) w 35 - M � o � oN N w co ? � 1 35 O� � p 0 • 0 Oc • c) pN O0 � N i__ i N � O� � 0 00 ON 00 1 N 1 co O N O O .-N N 1 0 . iii 4 + — 30 30 - - - L `3_ , --z.. ...... _Nop. 31 25 I I I O O O pg. . . . i i I I II IIII II I I I I lL� N — - 0 N N - 1 . . . 1 12+00 . 00 20 20 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 III 40 - - 40 Cl) u) co 07 ww C P 0 m o 1 I 1 _ N. •NLO • O O W O� OOooN oM o ' • I I I . i i i i I i i i i I i i i i 35N35 M Oc'o OO .- O co 1 I 1 1 1_ L ........_ \41.— +4.0% 30 — t., .>. — __ -- _ Emma IN mml i j mma• mmom 1_ i �'I--� .►-'I'� I I I I I I I I I I I I I I F - - - - 1 - _ _ o - - - - - 25 1 1 1 1 � co 00 I o CO j 1 - 25 0 co O N - - - - L 1 I 1 _ a - I — 1 _ — 11+50 . 00 20 I I I I I I I I I I 20 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 1 1 1 40 � m o �L � 40 1 j 1 � cn w GP O m co a, 1 j co`7 w u.). N. I j 1 77, 0c', 0 � 00 0 � � C`7 ,_ N• , N ON cc::'; O � 35 , M � M o � 0 . j 1 1 1 1 1 1 1 1 j 1 1 1 1 1 1 1 1 1 I � `Y' mac ' j 1 1 1 1 1 35 _— 1 1 1 1 1 1 1 1 1 i 1 1 1 1 3•\ — ___ _4 0% N—_-_____ --__..L-,.a.___ r_______. 3.. 1."- }—- _ 30 �� F F 30 pof I I 000 0 � po I I I I 7 p 0 0 _ O C7 O 25 I iiii1iiii iiii1iiii iiii1iiii iiii1iiii i i i i • iii 1 1 • • - I I I I II • - • II � M I I I I ii I I • • - Ill ! ii • - III ! ii • • - ill 1 I I . 25 - L I i - - -- I - I - I = 11+00 . 00 20 1 1 I 20 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 BEGIN PROJECT —L— 11+00. 00 • KCA Suitea1500evi11eNStreet506 0 5 10 Ni (.0KISINGER CAMPO Raleigh, NC 27601 X 002 1111111111111i & ASSOCIATES 1919)082-7839 Lid w I I O 35 II m N o o GP ti � U) I III I I I . - I I I I I I . . - ; 1 1 I I . - I I I I I I I I 35 7ti W o NN m (n � O NN— _. ' N OI` co W .- N I� O O OCO � N N � ti � ti O � ON 00 NO CO Cr) N 1 N 1 N O N O f` O N — — .— N N- N NN I I I 1 30 et 2.0% +3.4% -3.4% 3 0 — -- .5 34 .<% ..:****. i'.... **13:1 I I I I I I I I 1 I . . 1 1 1 1 1 1 1 1 25�...- F F.. ....... ...._...... --- -7 i - - 1.-- . . 0C) . O co - 0 0 __ IOrti p � oN- � _ _ t N OIN — Ni 20 L 20 13+50 . 00 15 15 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 I I I 35 1 GP o m 35 Oo oo � w co .- o � M ,t 00 OON N- � • 00 � 00 O • co CD O 00� ticfl O CD 1 N 1 N O N N N � .- N N- N 30 N 30 I I +4.0% 0 I 4.0/ I I 25 " " [ . . 1111 F o � o � oo 1 N oN ON - - 20 — L 20 13+00 . 00 15 15 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 I I I i i i i i i i i l i i i i i i l i i i i i 1 1 I I I I I I I I 35 o O CO LO co ON � O CD Or . 00 C p � � O Of` 0 0 0 �O CC CO— NN0 O I N , N I N O N • o N 4 N I - - - 30 F O25 o N25r--. I _ � _ �0000s1 O CDCDN o � or` _I1 N - - - - O N N I 20 L 20 12+50 . 00 15 15 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 NC FIRM LICENSE K 301 FayettevilleNStreet, 0 5 10 • N e 1500 N KISINGER CAMPO Raleigh, NC 276011111111111111i X 003 & ASSOCIATES (919)882-7839 LO 1 1 1 1 1 1 1 I I I I 1 1 1 1 1 1 1 1 35 1 1 1 1 1 1 1 1 1 I I 1 I I I 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 . I I I I ill 1 GP L . . . ilIl _ _ 11 . . . 1111 _ 35 o Ln 1 0 o � o.CD - - - 1 Fl N oN ON I I I 30 I 30 — — V +2.5% -2.5% I - �� JUUUUUIU DUIUUnnlnnnrn I - I I -L -� -L i I 251 1I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I • 1 1 1I1 1 1 1I I I I 1 i i i ' I - 1 1 1I - I I I1 1 1 125 1 / I . I _L. , , —1 -1- _.),- — — — — - - — — — '7' r-i--1 i -; .._ I I .... , ..][.. 20 1 I -. la= L -1 wimm• .•..• I I I I I . I . _ I . I . I - 15 11 IIIIIIII IIIIIIII IIIIIIII IIIIIIII III ' . 1 1 1 1 1 • • - 1 1 1 1 II • - • II 1 1 • • - I I I I 1 - I I I I II . . - . . 1 1 • • - I I I I II • - I I I I 1 1 • • - • I I I III . 15 - L -i - I - -I - I - I - 15-1-00 . 00 10 I 10 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 BEGIN BRIDGE -L- 14+56. 00 I 1 1 1 1 ha I I I 35 0 GP i- 0_ - I . . . - I I I I I . . - I I I I I I I I I l . . - I I I I 1 t t 1 35 co o� _ co OCO 6 • oo •• O ( CO N , 1 . N. O M 1 N O N O N .- N 30 - - 17411° 1 30 +2.5% -2.5% T 1 25 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _- — 1 1 1 25 - I 1 1 - 20 - 20 1 1 - ► ► ► I I - - L 14+50 . 00 15 I 15 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 I I I I I co I I I 0_ 11 1 1 I I - 1 I - 0) a 35 m `0 o O GP I- M a cn . . . II . I I I I 11 I I I I II . i i i i I I I I I I I I 35 u) , N. w 0 � ' m O � N p wN. 4 � U) NO 0_ - - LC) O � ON p � ON � N m ILL() 0 ti ti N0O0 � ti O � pf` ON � p (I) NLf) - I ti O N N N M O - NN N N ON cdN NCO � � I I 30 N— LC) NN 30 NLC) zoo +2.1% +2.5% o N N 2.5/o — ---- I I I I I I I I I I II I I I I I I I I I ci Imp k7.1 25 ,_ _ -.-N. 83j- I . . . I I I I I I , I I I I 1 1 25 I .... • o � o � o � - 7 — '4 — — tt +- *- ' N LON oN 1 - 1 - 1 - 1 1 20 1 1 L 20 14+00 . 00 15 15 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 • NC FIRM LICENSE KCA 301 Fayettevi11eNStreet, 0 5 t o N e 1500 (.0 11111111111:111i NC 2 X 004 &I ASSOCCIATESO (919)882-78397601 LO I I 35 m co N- LC' 0 GP o - - 35 cn ,— N. w 0 m m N. 1 -N O W - - -Cr) 13 p p O CD O O U) co O •• O ~ 000 6Cf LUN- r (n co co �CV N i N pC� ' N ( N- M00 30 � M• _ � � -t � I ' I I I I I I 30 N M(V 4 / M N 2a% I i +2.5% +3.0% -3.0% o 0 25 I I I I I I I I I I I I I I I I I �I i _� — \�`./ ' �' — III , - — - - 1 I II _ 25 -��i _. if !(C) N _ oti I I • , (� oL I OON NN FI I , (V I I oR - TRI 20 - - ' N oN I 06 1 - 20 � NL I ' llIIIIIII 16+50 . 00 15 15 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 III 35CD ~ m M 0 0 m I I I I I I III I I I I 11 III 11 I I I I I I I I 35 v) � ti w GP 0 0 rn r u) 7 N w 1 m r v) C') OLn O (0 7 4N ~ o co O ao M T_T- N IC) CO in °oti Nr` oti CD 0) Mao Sao I N I N I N O CO in 30 - tiN — — N N- N NN — — —3 — 3O M N N -20 0 +3.4% + o 3.9/ -3.9% m -2.0% ____Ai ------ -a3 1 1 I 25 - y .rr- . . T _ . . . - - . - . . - I I I I I - I I I I I i i i i i i i i i 25 --'' -- — M c.) F -1- -� - �� '' - po p ao - 0o co o � o � pow `- N � , -r _t om - I N O - I - I - - I I N 1 - o Ncocoo - - r-1-1--1-- 20 (n,LO —— — . � N . _ _ � i _I- - ..... - 20 I I I I - ME 1 - I I - i MEI - I - I MEM 15 L 15 I i I 1 1 1 I I i I "I INNEN 1 16+00 . 00 10 „ „ I I I I 1 1 I I 10 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 END BRIDGE -L- 15+63 . 38 II I . . II . _ . . . . . . . . . . . 35 0 GP ~ - 1 . . . I I I I I 1 . . . I I I I I . . I I I I 1 . . . . I I I 1 1 . . - 1 1 1 1 1 1 1 1 35 O ao 0 co - - - I o � oti Oct - - - 1 1 - 1 - 1 1--- 1 N ON of` 30 � N �i � 30 1 I I- � - _— --er- +2.5%— 2.5% - - - 1 1 (aU100IUUIC, Q (D 00 On nnInnlnn I 1 -- I - �--_L--_L--_L� 1 .J u I \-' " J 25 , , , , , , , 1 , , , , , , , , - . . - ' IIl 25 _-- _1_.l..,i — -- - - - - - _ I ' ll _ - - - - - 1 _ L -� �� I _ I I I ' I I I -- - - - - I - - - - � � 20 c 20 - - - - - - ' ---I- -l- __ .L I I I_ _ I - I - I - I I - I - I - - 15 I I I I I • • - I I I I I I I I • • - I I I I I I - I I I I I I • • _ • I I I I I . . - I I I I II - • I I I I • • I I I I I • • - I I I I I I 1 1 1 1 - 1 1 1 1 I I � - I I I I 1 1 • • • 1 1 1 I I I • L 15 _ _ _ _ _ . - - 1 - 1 - 1 - I - - I - - I = 15-1-50 . 00 10 I - . I 10 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 KCA NC FIR LICENSE No: C-1:506 0 5 10 Ni301 1500 N KISINGER CAMPO Raleigh, NC 276011111111111111i �/ [ & ASSOCIATES (919)882-7839 n LJ Lid w END PROJECT -L- 17+86. 00 1 u) I I - 1 I 0_ - 35 - I . (I)- ! I 1 1 I 1 I I I 1 1 I 1 I I I 1 1 1 1 - 1 i i 1 1 I 1 1 1 I 1 1 1 35 � m O GP O ccoN. m � c� CO W W - ti (n rn - N Lo Op O p O N CD O 00 CT) N N N O O O M O N ,_ N N. O N O• ti 30 - , N N NI N I 30 I 25 F I I I _ 25 . . _ . . . - . . . I � p H ' 'COoCfl . _ . ,.. . 1,- 87) i i i I 1 1 i . 17+50 . 00 20 , , 1 1 1 1 1 i I I ' N O N � N I I 20 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 35 iii m I- iii i iiii iiii 35 N (n W G P O o CO o a • CO 00O 00 N W N N Q - N M O O ti - 1 I I N � • � o � oN- COo `tN - 3O N N ON � N Inf` I 30 M N +2.5% II 2.5% 2.0% \\7------• 1 i T7 _ T co op 11 po CD LO CD N- po I 1 N ON O-� M• M NN 20 N•N CO• N 20 - L 17+00 . 00 15 15 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75