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Home My WebLink About20180997 Ver 1_U5725_Plan_Sheets_20180719N Z O � W � INDEX OF SHEETS SHEET NUtiIBER / /A /B lC-1 THRU lC-l2 2A-1 THRU 2A-10 2B-1 THRU 2B-2 2C-/ 2C-2 2C-3 2C-4 2C -5 T HRU 2C -6 2C-7 2C -8 2C-9 2C-10 2C-// 2D-1 THRU 2D-2 3B-I 36-2 3D-1 THRU 3D-10 3G-/ 3P -1 T HRU 3P -2 4 T HRU l9 20 THRU 30 Tij�lP-1 THRU T�P-3/ PtiIP -1 T HRU PtiIP -l7 EC -1 T HRU EC -35 RF -1 si�N -i rHRu si�N -is SlG -1 T HRU SlG -l3, SCP -1 UC -1 T HRU UC -l6 UO-1 THRU UO-l7 X -0 X -lA T HRU X -lC X -1 T HRU X -97 C -1 T HRU C -8 S-1 THRU S-58 DESCRIPTION TITLE SHEET INDEX OF SHEETS, GENERAL NOTES, AND LIST OF ST,4/I�DARDS coNvENT�oN,� srMeo�s SUR�EY CONTROL SHEETS TYPIC SECTIONS, PAVEtiIENT SCHEDULE, �41�1D �SCELLANEOUS DETAILS ROADW AY DET AILS CURB R,4tilP DETAILS DET AlL FOR GUARDRAIL ST RUCT URE AI�CHOR UNIT S DET AlL FOR GUARDRAIL INST ALLAT lON DET AlL FOR 2' -9" CONCRETE CURB & GUTT ER DET AILS FOR CURB & GUT T ER T RANSIT lON SECT IONS DETAIL FOR ti1/Nlti1UM DEPTH CONCRETE CATCH BAS//y DET AlL FOR CAT CH BASIN ST R* 404 DET AlL FOR CAT CH BASIN ST R* l2/9 COAL CO�I�IBUSTION PRODUCT PLACEMENT DETAIL DET AlL FOR T EMPORARY ST EEL COV ER DRAINAGE DETAILS SUMiI�IARY OF EARTHy�IORK SUMM�Y OF GUARDRAIL A�/D REMOVAL OF EXISTING ASPHALT PAVEiI�IENT DRAINAGE SUMMARY SHEET S GEOTECHNICAL SUM�I�IARY SHEET PARCEL INDEX SHEET S PLAN SHEET S PROFILE SHEET S T RANSPORT AT lON tiIANAGEti1ENT PLA�I S PAVEMENT tiIARKING PLA�IS EROSION CONT ROL PLA�I S REFOREST AT lON PLANS SIGNING PLANS SIGNALS PLA�IS UT lLITY CONST RUCT lON PLAI�IS UT lLIT lES BY OT HERS PL,41�1S CROSS SECTION INDEX CROSS SECTION SUMMARY SHEETS CROSS SECTIONS CULVERT PLA/�S ST RUCT URE PLANS GENERAL NOTES: GENERAL NOTES 20/8 SPECIFICATIONS EFFECT IVE: 0/ -l6 -20/8 REV ISED: GRADING AND SURFACING OR RESURFACING AND W IDEN�NG: PAVEMENT CLEARING: THE GRADE LINES SHOWN DENOTE lHE FlNISHED ELEVATION OF THE PROPOSED SURFACING AT GRADE POINTS SHOINN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES ARE SHOINN, T HE PROFILES SHOV�N DENOT E T HE T OP ELEV AT lON OF T HE EXIST lNG ALONG THE CENrER LINE OF SURVEY ON VVHICH THE PROPOSED RESURFACING WILL BE PLACED. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER lN ORDER TO SECURE A PROPER T lE -lN. CLEARING ON T HlS PROJECT SHALL BE PERFORiWED T 0 T HE LlMIT S EST ABLISHED BY MErHoo ni. SUPERELEVATION: ALL CURVES ON T HlS PROJECT SHALL BE SUPERELEV AT ED lN ACCORDANCE W lT H ST D. N0. 225.05 USING T HE RAT E OF SUPERELEV AT lON AND RUNOFF SHOVV N ON T HE PLANS SUPERELEVATION !S TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. SHOULDER CONST RUCT ION: ASPHALi,EARTH,AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF SUPERELEVATED CURVES SHALL BE lN ACCORDANCE WITH STD.N0.560.0/ SIDE ROADS: T HE CONT RACTOR W lLL BE REQUIRED T 0 DO ALL NECESSARY y�ORK T 0 PROV lDE SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENrERING THIS PROJECT. T HlS VV ORK y�ILL BE PAID FOR AT T HE CONT RACT UN�r PRICE FOR T HE PART ICULAR lT EMS �NVOLVED. SUBSURFACE DRAINS: DRIV EW AYS: GUARDRAIL: SUBSURFACE DRAINS SHALL BE CONSTRUCTED lN ACCORDANCE yVITH STD.N0.8/5.02 AT LOCATIONS DIRECTED BY THE ENGINEER. DR/V EVV AYS SHALL BE CONST RUCT ED /N ACCORDANCE ►N/l H ST D. 848.02 USING 3 FOOT RADII OR RADII AS SHOWN ON THE PLANS. LOCATIONS OF DRIVES WILL BE AS SHO►NN ON THE PLANS OR AS DIRECTED BY THE ENG�NEER. THE GUARDRAIL LOCATIONS SHOyVN ON THE PLANS MAY BE ADJUSTED DURING CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT y�ITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL. T EMPORARY SHORING: SHORING RE�UIRED FOR THE MAINiENANCE OF T RAFFIC NOT SHOVV N ON T HE PLANS y�ILL BE PAID FOR AT THE CONTRACT PRICE FOR "TEMPORARY SHORING". END BENTS: THE ENGINEER SHALL CHECK THE STRUCTURE END BENT PLANS, DETAILS, AND CROSS- SECT lON PRIOR T 0 SET T lNG OF T HE SLOPE ST AKES FOR T HE EMBANKMENT OR EXCAV AT lON APPROACHING A BRIDGE. UT lLIT IES: UT lLIT Y OVV NERS ON T HlS PROJECT ARE: Al ROANOKE ELECTRIC BI DOMINION POWER Cl HALIFAX COUNTY PUBLIC UTILITIES D) ROANOKE RAPIDS SANITARY DISTRICT EI PIEDMONr NATURAL GAS F1 CENT URYLINK �) CHART ER SPECT RUM H1 LUMOS NETWORKS l) HALIFAX ACADEMY ,4�/Y RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS,EXCEPT AS SHOVVN ON THE PLANS. RIGHT -OF -y�AY MARKERS: ALL RIGHT-OF-►HAY MARKERS ON THlS PROJECT SHALL BE PLACED BY CONTRACT. CURB RAMPS: CURB RAMPS ARE SHOINN ON THE PLANS AT APPROXIMATE LOCATIONS.CONSTRUCT ALL CURB RAMPS ACCORDANCE WITH STD 848.05 and/o� 848.06. LIST OF 2018 ROADINAY STANDARD DRAW/NGS 20/8 ROADW AY ENGLISH ST,4I�DARD DRAW INGS EFF. 0/-16-20/8 REV. PROJECT REFERENCE NO U -5725/R -3822 The folloWing RoadWay Stondords as oppeor in "RoodWay Stondo�d DroWings" HighWoy Design Bronch - N. C. Department of Transportotion - Roleigh, N. C., Dated January, 2018 are opplicable to this pro ject ond by reference hereby are considered a part of th�ese plans: STD.NO. TITLE DlVISION 2 - EARTHWORK 200.03 225.02 225.05 Method of Clearing - Method lll Gulde for Grading Subgrode - Secondary ond Locol Method of Obtaining Superelevation - Divided HighWays DlVISION 3 - PIPE CULVERTS 300.0/ tilethod of Pipe lnstollation 3/0.03 Cross Pipe End Section - Precast Concrete Section for l8" to 30" Pipe 3/0.05 Cross Pipe End Section - Prefab�icated Steel Section for l8" to 30" Pipe 3/0.10 Drivewoy Pipe Construction DlVISION 4 - MAJOR STRUCTURES 422.02 Bridge App�oach Fills - Type ll Modified App�oach Fill DlVISION 5- SUBGRADE, BASES AND SHOULDERS 560.0/ Method of Shoulder Construction - High Side of Superelevoted Cu�ve - Method l DlVISION 6- ASPHALT BASES AND PAVEMENTS 654.0/ Pavement Repoirs o�v�s�oN a - �Nc�oENr,acs 806.0/ 8/5.02 8/6.04 838.0/ 838.1/ 838.2/ 838.27 838.45 838.5/ 838.57 838.75 838.80 840.0/ 840.02 840.03 840.14 840.15 840.16 840.25 840.3/ 840.32 840.45 840.54 840.66 840.72 846.0/ 848.0/ 848.02 848.05 852.0/ 852.05 852.06 852.10 862.0/ 862.02 862.03 866.02 876.0/ 876.02 Concrete Right -of -W oy Morker Subsurfoce Droin Markers for Drainage Structure and Concr'ete Pad Concrete Endwall for Single and Double Pipe Culverts - l5" thru 48" Pipe 90 SkeW Brick EndWoll for Single and Double Pipe Culverts - l5" thru 48" Pipe 90 SkeW Reinfo�ced Concrete EndWall - fo� Single 54" Pipe 90 SkeW Reinfo�ced Concrete EndWoll - for Single 60" Pipe 90 SkeW Notes for Reinforced Concrete Endwall - Std. Dwg 838.2/ thru 838.40 Reinfo�ced B�ick Endwoll - for Sing/e 54" Plpe 90 Skew Reinforced Brick EndWoll - for Single 60" Pipe 90 SkeW Notes for Reinforced Brick EndWall - Std. DWg 838.5/ thru 838.70 Precast Endwolls - l2" thru 72" Pipe 90 SkeW B�ick Cotch Bosin - l2" thru 54" Pipe Concrete Cotch Bosin - l2" thru 54" Pipe Frome, Grotes and Hood - for Use on Standard Catch Basin Concrete Drop lnlet - l2" thru 30" Pipe Brick Drop lnlet - l2" thru 30" Pipe Drop lnlet F�ome and Grotes - for use with Std. Dwg 840.14 ond 840.15 Anchoroge for F�omes - Brick or Concrete or Precast Concrete Junction Box - l2" thru 66" Pipe Brick Junction Box - l2" thru 66" Pipe Precast Drainage Structure MoN�le Frome and Cover Drainoge Structu�e Steps Pipe Collor Concrete Curb. Gutte� and Curb & Gutter Concrete Sidewalk DriveWoy Turnout - Radius Type Curb Ramp - Proposed Curb & Gutter Conc�ete lslands ti%dion Curb for Catch Bosin - for Use With l'-6" Curb ond Gutter Method for Placement of Drop lnlets in Concrete lslands Medion Construction - With Curb ond Gutte� Guardrail Placement Guordrail lnstallotion (Special Detail fo� Sheet 6 of 8J Structure Anchor Units (Speciol Detoil for Type lll Anchor Units Sheets l of 7 ond 2 of 7J W oven W ire Fence - with W ood Post Ri p Rop i n Channels Guide for Rip Rop at Pipe Outlets SHEET NO. /,4 ROADWAY DESIGN ENGINEER ��iiiiiui�i�,� ,��.�� QR� � \ ��OQQpFESS%p` °N��,q� , = SEAL = =D� 029876 oe� \ � � ;�" �e``<-� i�tt;�kr��-�°�� AC71A1dC17,9 �5 ��A�� i�ini� 7/6/2018 �lC�[l��J[l��l[A\][��Y �0>]F �lC�[]B> �lU[]E�]FA\�C]E ]D�l[�A\l[1�A\�G�]E LINE Station Station Location Drain Type* LF LT/RT/CL UD/BD/SD -L- 77+75 82+75 LT or RT SD 500 -L1- 101 +30 103+25 LT or RT SD 195 -L1- 71 +25 81 +75 RT SD 1200 CONTINGENCY SD 1000 TOTAL LF: 2895 *UD = Underdrain *BD = Blind Drain *SD = Subsurface Drain S'T'A'T'E OF NOR'T'H CAROLINA DIVISION OF HIGHWAYS �lCa[l��/1[1D/1[A\][�' �Y (0)]F A\(Gr(Gr]EZ' ]E(GrA\7C']E �lCa[]B>(Gr][�' A\]D>]E/ �7C'A\]B�][]L][7LA\7C'][(0)1� Class IV Geotextile Class IV Aggregate Aggregate Shallow Stabilizer LINE Station Station Type* Thickness Undercut Subgrade for Soil Aggregate Aggregate Stabilization Stabilization Stabilization ASU/AST INCHES CY TONS SY TONS TONS CONTINGENCY ASU 1500 2500 4500 TOTAL CY/TONS/SY: 1500 2500** 4500** 0 0 *ASU = Aggregate Subgrade *AST = Aggregate Stabilization **Total tons of "Class IV Subgrade Stabilization" and total square yards of "Geotextile for Soil Stabilization" are only the estimated quantities for ASU/AST and may only represent a portion of the subgrade stabilization and geotextile quantities shown in the Item Sheets of the Proposal. DocuSign Envelope ID: F2838AB6-803A-4138-932E-38830FCCC63D DocuSign Envelope ID: F2838AB6-803A-4138-932E-38830FCCC63D N Z � N � W � � O N � � EIP -L - Pl Sto 29+17.86 �= 4/° 55' 36.6" fRT� D = 2° 5/' 53.2" L = 1,463.52' T = 766.26' R = 2,000.00' E,P e = 4.0 R,�F= l92' 300 `'4, N 2�°05' �g� � /� REINCO CORP DB 1648 PG 210 PC 5 SL 273 2�p,46' E 5 23e23 3.�. ' O REINCO CORP OB 1648 PG 210 � N 1� FETH LLC DB 2414 PG 72 O � 2�,56-5�' `�'1 2qg.86� — O DENNIS GARNER DB 274 PG 209 SPECIAL LATERAL 'V' DITCH SEE DETAIL IiSHEET 2D-1 BL —102 � �SPECIAL LATERAL BASE DITCH SEE DETAIL 2iSHEET 2D-1 EXIST EL=152.04' —EXIST EL=151.62' + 76 209' RT — TIE TO EXISTING DITCH �� BLUE DOG GROUP, LLC DB 2444 PG 151 PC 6 SL 113-G • im e >> orn CO2018 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601. NC LICENSE #F-0102 �� RICHARD TURNER NO DEED FOUND PROJECT REFERENCE NO U-5725/R-3822 RNV SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 5 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Nqp 83 q 201> NOTE: ALL TEMPORARY SEDIMENT TRAPS SHALL BE / REMOVED Al�ID REGRADED TO PRECO�STRUCTION TOPOGRAPHY PRIOR T0 PROJECT CO PLETION. SEE SHEET NO. 20 FOR -L- PROFILE DocuSign Envelope ID: F2838AB6-803A-4138-932E-38830FCCC63D N Z O � > W � � O N \ � � � � D n cn 2 rn� rnm 5 D i� Z � rn D 5' � � �3l '�' O O O F O -L - Pl Sto 29+17.86 p= 4i 55' 36.6" fRT l D = 2° 5/' S3.2" L = 1,463.52' T = 766.26' R = 2,000.00' e = 4.0 R,,,= l92' /2 RICHARD TURNER NO DEED FOUND � BL -103 SPECIAL LATERAL 'V' DITCH SEE DETAIL VS EET 2D-1 +oo 55' LT 80' +08 +30 01�9' LT 109' LT + 82 \ 88' LT E C � � _ � \ _ � �,s�� cP iv R + 63 74' LT _ REMOVE 18" RCP- 0 -� � � � � � F Os � �� ' � pUE � o , GRASS � // BLUE DOG GROUP, LLC IDB 2444 PG 151 W PC 6 SL 1 13-G °� m w m v ,� o � � O • E�P 0601 CE 1 �' � 25 E PUE + 75 83' RT 18" RCP-IV EX. RNJ 55' RT - REMOVE /3 SHARON FINNEY MB 11 PG 27 /4 ESTATE DEVELOPERS LLC DB 2431 PG 85 END 2'-9" C&G I +28 BEGIN 2'-9" C&G STA 38+27 -L- LT +15.12 STA 36+35 -L- LT SEE SHEET 2D-4 +97 92' LT 55' LT SEE SHEET 2D-4 74' LT —E E F E E _ _ _ F — — — — — — — — — — — — — — — — — — F — . _ . �y00DS � 18" RCP-IV � � rn CB-F O60 �'OODS � I � .� -ti � o O r0 (AATFI) (CU � — 12' PLAS. (HCPU) � � � � � - � i S 10°05'33' 209.24' �PUE � � 3 0 O C m n- N ti� � z ISFD �� 1� O � r 30' DR�� R 20'R PAVED T /6 MYSTIQUE MANAGEMENT, LLC DB 2189 PG 251 � , / MTL BUS E E 2' -6" C&G C0606, Cg_G18�� RCP-IV —L— NC 125 PAVED � E T � O � 0 �� o t9 0 0 . u, m r + 45 92' LT + 45 55' LT 67� +65 55' LT 67' 610 18" • im e >> orn CO2018 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601. NC LICENSE #F-0102 83 NA 2�11 NAD 20 ANTHONY DICKENS DB 644 PG 561 � Bti1 #2 �U -57251 -L - STA 42+69.73 5/.03' LT. ELEV.166.55' /4' /2' —� —,— � REMOVE 9° 52' 0/.7" E l2' REMOIVE REMOVE /2' lyC l25 ��' �R 15' RCP 2T PAVED ROAD 20' OR 060 CB-F �`�� 1" RCP-IV �`�� i .------------- 2 � �- �I� � _ -= F -_ -_ -_ -_ _ y0/� =� \ � 30 3.5' �yD. ^�. 31 Ex15TING / 1 5 � m 26F��,'--"�� P F� PU � - - - - -F - - - - - - -F � - - - - - -F �� PUE � ��PAVED �GUY E E E,-� E � PU + 60.23 � + � 28 � PORCH EX RrW � ' , REMOVE � �SFD 29 +59.25 \ 66' RT J' � N +48 +55 � ' � 84' RT + 84 78' RT � y�' � 92' RT RE OVE s6' 6' ,tr, + 48 2 �AR � � w N 72 .43' RT + 17 � °p o 92' RT � IDE�APIDATEDI `= � I D. BLD. I `� o Q �, z i� � �-- O °v O � /5 /7 N � /9 � � AUGUSTUS TURNER HERBERT GARNER Z �° WILBUR RICKS DB 686 PG 301 DB 1043 PG 189 pB 2224 PG 272 `� 2SFD p� 4 SL 395 S 10°05'33' y� 209.40' N 76°02'23' y� 10.81' S I4°31'37• � /8 EIP EIP °9.69' HAROLD SHOEMAKER EiP EiP D6 2018 PG 614 s og�a��o�° y� PC 4 S� 395 25.76' S 09"41'01' �y EIP -L- PT Sto.36+15J2 12'.'8� � . �, �, � �ti � N N �n ti Z E�P cBENT) N 09°39'39' E 385.69' 250'STORAGE LENGTH —E � E O _ O � � � , _ �. &� � I� 55' o �' � W Q � l'-6" C&G ` � � '- � � Z _ J Q � � J � � 060 CB-F ._ A�� N � � � — — — — — — — — — — — Z � _ EI • � EIP � - - - - - - F � - - � � 18" RCP-IV � E o CAR ;a, o G z N � o � N o � °D cNi� o � Z CGR 22 BERRY JONES 23 DB 2088 PG 90 PC 4 SL 395 EIP PROJECT REFERENCE NO. SHEET NO. U-5725/R-3822 6 RNV SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ,,,��,,, ,,,�,��,,,,, �, �� , ;: �� CARpIi ', ,'�� Reli �'�=: � °pFESS%pN !y-y =, ; �Q`�pFEs � -�', � o Q� � ; ; , QQ ��'�� , = SEAL = = SEAL = = � 029876 � � = 042551 = �p�°�' �,�� ' �,Qa�� ,� �.' ,�'�� ` `��' � ��' �`e�� . �,,; ,, 5,�.�� 15vtij�� 1�' �'�� 7/ �� i i i�� 7/ 6/��L�U 1�ss��41 � i, i i i� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NOT�: ALL TEMPORARY SEDIMENr TRAPS SHALL BE REtifOVED AND REGRADED TO PRECOI/�STRUCTION TOPOGRAPHY PRIOR T 0 PROJECT COMPLET ION. SEE SHEET NO. 21 FOR -L- PROFILE DocuSign Envelope ID: F2838AB6-803A-4138-932E-38830FCCC63D DocuSign Envelope ID: F2838AB6-803A-4138-932E-38830FCCC63D �i � � � � �? N Z � W � � O N � � I PROJECT REFERENCE NO. SHEET NO. -L - Z . �� C� U-5725/R-3822 8 Pl Sto 66+10.8/ �^ � o �= 0�49' 23.0'� iLTi � o � 6' 421 FAYETTEVILLE STREET, SUITE 600 02018 ROADWAY D SIGN EET NO. HYDRAULICS �_ �� 40' 26.6�� EIP N OS°34'25' E EIP - L= 1 2 2.� �� 1 6 0. 6 0' '_ cr m � ENGINEER ENGINEER W RALEIGH, N.C. 27601. NC LICENSE #F-0102 T= 6/ 05� m o R = 8,500.00' � � � 11 \\ \�� C � R0� ,/, . �,�� , �� ARO�' ,. e = �C MARY LONG °1 °' � �� 2� � � ��FESS/p,��!�,� �, ; � QpFESgO �q', DB 1199 PG 234 ; ; � ; Pc 2 s� t 94 '� � �, NAD 83 = � � SEAL l - = � � SEAL � _ N II°07'58' E , - o e = _ - — 349.59- � �N = � 029876 � � ; 042551 � o � � TIE TO EXISTING ` �• �,1 °ti ; - ° �°� � r*, DITCH ��E�o!��"��,c.�` �`�'��C ��c.Qa��\� z �" ��. °�j ' �' EXIST EL=125.00' ��-ati%�� \��` �� p�,�c�� • � �Lwy, . ,(rt�lSC, � v� V� \ `— F AFTER FINAL S ABILIZATION, RESTORE ��e'i'$��s.i.ii��` � �a��6��4��i.ii��"��\ BASIN TO PR ONDITION CONTOURS DOCUMENT NOT CONSIDERED FINAL EXIST EL=125.55' UNLESS ALL SIGNATURES COMPLETED 5 II°31'51' �y ,49 STANDA D BASE DITCH OTIS LONG JR. 39 42 O S �0°58'43' �V 128.16' EST� 57o Y DDE EMMA LONG DB 2124 PG 339 39 i2s.i6� BEULAH TURNER PC 2 SL 194 NATHANIEL LONG QUILLAN LONG NATHANIEL LONG z ��' TONY KEARNEY DB 1697 PG 244 EE DET IL 7iSHEET 2D-1 �B 191 1 PG 44 � DB 1911 PG 39 DB 2330 PCr 450 JAMES KEARNEY c� o m DB 1199 PG 234 O DB 191 1 PG 39 DB 2088 PG 498 PC 6 SL 1 1-0 (TRACT 2) DB 1713 PG 82 ^> o � D + 71 PLAT 2016 PG 13 �� n � PC 6 SL 128-T PARCEL C 254' LT O �� r m � � � PC 2 SL 194 <O (PARCEL 1� <O � o , N 48 EX ST EL=1 6.15' N 50 L-/ 0 6 4 6 � � r� C L A S I R I P P BL -107 �' cDi� Z EST 5 TONS �' r'' E S T 0 S Y G D + 5 6 +87 � m iv o 211' LT v o v, �' � o o + 50 E 191' LT D� O° °D 75' L �� 236' N� cp � O N O N II°12'25' E EIP CULTI�ATED FIELD �� 0816 24" � �� 350.00' a' o � u, SPECIAL C G � C 35 SPECIA LATERAL 'V' DITCH r*� m SEE SHEET C-3 HALIFAX COUNTY W/CLA 'B' RIP RAP CULTIVATED FIELD �, � O DB 2430 PG 32 EST 7 TONS SPECIAL LATERAL BASE DITCH -L- PC SfO. 65+49.7 � o F PC 2 SL 194 EST 15 SY GFD W/CLASS B RIP RAP +53.61 SEE DE AIL 5/SHEET 2D-1 EST 290 TON ,, EST 645 SY GFD i a �*+ ISFD o 77' LT SPECIAL LATERAL V DIT H SEE DETAIL 6✓SHEET 2D-1 N l2°42 57.4 E � J' � SEE DETAIL 1/SHEET 2D- ISFD � SPECIAL CUT BASE DITCH � � QO Q� o SEE DETAIL b/SHEET 2D-1 m Q N Cl.1LTI�ATED FIELD °' +70 o� +25 g� 4 REMOVE CO � 90' LT � � 24" � +52.81 118' LT "' u � 24 � REMOVE 98' LT +51 �, 0815 +57.89 108.71' LT \ 83' LT m o � � � l50' STORAGE 450' LT TURN STORAGE l00' BAY TAPER �, � EX. RrW 18" RCP-IV � � -o o E 24 ', �� 08� QO o LENGTH UE � UE D � DUE a DUE � DUE DUE ; ;F DUE �/` G Y i� � �_ 6 L � E � i iF� ��r �'' C Q - 43� �� i 0817 +92.41 � .---�C �----� =' CwD — � F � `CVO/I� _� — � —► —�► G�i°>� � ; , � � - ► 'Y' ��, �� 1�� —, �-, q ��--�� E � �o� �T PUE000s P� F � 0 � —' _' �W� �--�= s C W D —► —► �✓D —► --� � =' — -� _ � � � ; � _ — F F — ,I �{ 7 � - � 4 � �� REMOVE 41 i i EXISTING R/ � "� i 15' E P � n � = 39 080 EIP _RCP EIP I S � � IOOPR (CL) _ = r-= _ - - - _ _ � _ _T- � �1 r � r S ' –t i5' RCP EIP � IP� _r�� — — — S i • —T — — � — ry Fo \ 2' -6" C&G � rn Z � Z �CB-�- - �$��EP=i� - - -r - \ 20' DR NC l25 CB-G 18" RCP-IV . � �c� 2'-6" C&G �4� /4' REMOVE I� �` T-- -- T T-- /�` O8O CB- 14 O8O . _ nl � � 'N� (A TFI) (CL) � 39'PA�EDROAD — — � ' — ----- — --- � � � 0... �2 �2 — _ �� _ _ — — — —r — _ —�.� — — — — — ' /tj,�-�'`�T(�2'PLAS. �T�� r � ' nv 15' RCP , x , r— — �*�— —,�,— .— — � � r .� �2� ��– �� (AATFD (CL) — T— � — — — — — — — — — — YV � — — �— — — �ABLE. (CHARTER � _ _ „ . , , _ (HCPU) //.S'� � CP i l'-6" CBrG 12� N � `� � I� -L- NC 125 ii.5 1 3o cP-iv c� os� 85R _ _ , � � — ------ —. . � � � EIP IP ' � � . n (FO) ( )�m , „ �� _� i — — — , 1 . . , �Y- ° � � � • S � �� I'-6" C&G l2� CULTIVATED FIELD -� l2' � l2' I -6 C&G 55, N � � rn �I � - 5 N � � � 080 /2 � � REMOVE o � � � � � � 2' -6" C&G ` � .. i • ` 2'-6" C8r('i �VOODS 18" RCP-IV ��%� CB-F �`�� $" RCP-IV �VOODS '�` �� 20'R 080 CB-F CULTIVATED FIELD �$" RCP-IV �4� �R , 0806 � '-6« C&G l4' Jc' n� 25'R y+ � � i ~� � „ 2D �O o R R R > � � �rrv� °� o O ' ' �r � ' — > � � � � � ; ; J./�.— PDE � � �8�� i P —► —► � � � � > � E � � E � o � � E � � ��lD E — �� ---► CV`✓C� �E ► --► --��E- � _+ �� - � —.� F � - ► ---� -� 5�':� b � — � ----� ��, y� ,—_� �- � + oo J s� E E E E \ 65' RT � E E E / E E E E � � N N O f� O 082� ,�4n Q O '� �Q W I 72 RT I SPECIAL LATERAL 'V' DITCH � REMOVE � SPECIAL LATERAL 'V' DITCH SPECIAL LA ERAL BASE DITCH 74' R�T 69' RT II + l00' BAY TAPER �' l50' STORAGE LENGTH � I SEE DETAIL VSHEET 2D-1 SEE DETAIL 1�SHEET 2D-1 � � � �- 18� W/PARALLEL PIPE �� SEE DETAIL 2SHEET 2D-1 o m ll ��1 �� I( /% � / � E� SECITONS 18" RCP-IV N `^ 24" r^ � SPECIAL CUT BASE DITCH I _JI 1\ � J� /I J� � w N N OD N ^� � � � ` `� � / � � II I ;` �v � `�' .�-w � o U�°, 0818 _ � SEE DETAIL 3/SHEET 2D-1 � � _ �'I �l I N N � N� � .� O � \\ // � I �` ti N ao O aD N O O + � r � II I Q o �v ,J, . .� 90 I II I o� OD QN,' N`T' m m 43 87' RT 45 � CIAL CB-F I I I I O36 N � m 38 � m 4� 4/ EDWARD DICKENS N� EDWARD � SEE SHEET 2C- I II I O O E D W A R D D I C K E N S E D W A R D D I C K E N S D B 1 0 6 5 P G 6 3 0� D I C K E N S 5 0 I I EDWARD DICKENS EDWARD DICKENS DB 277 PG 76 DB 277 PG 76 (TRACT 2) 3 RT I I I DB 277 PG 76 OB 277 PG 76 0 o OB 1896 �, I I I + 50 II I PB 19 PG 74 PB 19 PG 74 I� I I I P B 1 9 P G 7 4 P B 1 9 P G 7 4 PB 19 PG 74 S n°i 5, 2 6• y� �^ PG 633 n� 9' R T 5 II°08'05' y� 5 1 0° 5 6' 4 7' � y 126.63' E I P � o S II°07'34• �y S II°08'34' �y ' m I I 108.13, I07.80' EIP 107.90' EIP EIP v, �; (( 1 2 0. 9 6' E I P E I P U: r� �-, I � r � �� ,� -L - PT Sto. 66 +7/.86 I II � Btil 3�U -57251 I �� -L - ST A 63+58.30 + �, .86 � I I � � I� I �J'� 48.�7' RT� 55' RT I I I ELEV .136.78 � � � � I �) I 5� w 0 � �1 (C � , N B.O.B.F.O.F„ LLC I� ) \�, �� I FIRST CHRISTIAN CHURCH o� DB 2497 PG 149 )J ��-� I D8 1906 PG 501 �� PC 6 SL 27-H r I PC 6 SL 80-N Nti r � � � �-� � � �� l� J� � � �W �� IV tT� ' N � � m v NOTE: ALL TEMPORARY SEDIMENT TRAPS SHALL BE REMOVED ,4Iy0 REGRADED TO PRECO,IySTRUCTION TOPOGRAPHY PRIOR T0 PROJECT COMPLETION. SEE SHEET NO. 22 FOR -L- PROFILE DocuSign Envelope ID: F2838AB6-803A-4138-932E-38830FCCC63D N Z � N W � � O � � 50 EMMA LONG DB 1911 PG 44 DB 1199 PG 234 (TRACT 2) PC 2 SL 194 � SPECIAL LATERAL 'V' DITCH SEE DETAIL 1/SHEET 2D-1 5/ FIRST CHRISTIAN CHURCH �B 1906 PG 501 PC 6 SL 80—N 52 WILLIE LONG OB 1199 PG 234 (TRACT 1) PC 2 SL 194 � 55 MASUKI INC. DB 2430 PG 17 DB 1991 PG 325 � TOE PROTECTION ;pI I I 73i ' - JrCI,IHL l,U I 6AJC UI I l,l'l - JrCI,IHL l,U I DHJC IJI I l„fl � � W/CLASS 'B' RIP RAP SEE DETAIL 3iSHEET 2D-1 +89.62� 55' C EST 85 TONS 157' RT � I11'I m EST 200 SY GFD `'' I� SEE DETAIL 11/SHEET 2D-1 I ' 1 1 1 1 rn 1 ` \ \ \ \ j rn\ \ � � � \ \ +84 +14 \ \ 341' RT 342' RT \ \ � \ 53 \ \ RIDER FARMS LLC � � DB 2262 PG 642 \ � PC 6 SL 100—A � � \ \� EIP - � \ \ � � � � E�P \ � � � � � � � � � � _ � � \ �� \ �� \. \ • im e >> orn CO2018 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601. NC LICENSE #F-0102 3 NA 2p11 NAD a PROJECT REFERENCE NO U-5725/R-3822 RNV SHEET NO. ROADWAY DESIGN ENGINEER ,��.�� ARD ��, \ ��Q pFESS%p,��y =; = SEAL = = � 029876 � = � �neer�� I o��'�`�j�.`"'~� �,q�- C �� ac7, a, oo��F�.i. i j� `�\� 7/6/2018 SHEET NO. 9 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED tJl IL5 bT C�tU 1 4Z" KGY—IV SEE DETAIL 9�SHEET D-1 O RIDER FARMS LLC DB 2262 PG 642 PC 6 SL 105—E 55' RT 56 RIDER FARMS LLC DB 2262 PG 642 PC 6 SL 105—E NOTE: ALL TEMPORARY SEDIMENT TRAPS SHALL BE REMOV ED Al yD REGRADED T 0 PRECO, NST RUCT lON TOPOGRAPHY PRIOR TO PROJECT COMPLETION. SEE SHEET NO, 22 FOR —L— PROFILE DocuSign Envelope ID: F2838AB6-803A-4138-932E-38830FCCC63D �i � � � � � N Z O w � � 0 N � � -L - -Y4- Pl Sto 88 +87.76 Pl Sto l2 +36.98 Pl Sto 14+5 . 8 p= l2° 35' 34.1" (RT ) 0= l° l8' 03.4" (LT ) �= 47° 37' 2 J" (LT J D= l° 25' 56.6" D= 5° 43' 46.5" D= l5° 54' 55 u L= 879J4' L= 22.7/' L= 299.22' T= 44/.35' T= 11.35' T= 158.86' R= 4,000.00' R= 1,000.00' R= 360.00' e= RC e= 3.8 s R�„= l20' R,�F= 76' s� �o � _��2 _ .09 D9 Pl Sto 10+97.28 Pl Sto 11+75.29 � �= 5r o4� 39.4° (LT J �= 40° i5� 0�.4° fRT 1 � 55 D= 57° l7' 44.8" D= 5% l7' 44.8" L= 89.15' L= 70.25' -Y4- PT Stc oe 2 3o Pc �� T= 4778' T= 36.65' D B 19 91 P G 32 5 R=��.�� R= 1��.�� EIP � PROJECT REFERENCE NO. SHEET NO. � U -5725/R -3822 /0 GOOD NEWS BAPTIST CHURCH OF � � m �, �� ROANOKE RAPIDS INC / / p2018 R�W SHEET NO. DB 2319 PG 507 ��.� ROADWAY DESIGN HYDRAULICS MB 1 7 Pc s9 -Y4- PC Sto 12f25.63 R �� 421 FAYETTEVILLE STREET, SUITE 600 . �� Q G �� ENGINEER ENGINEER � �� AOOQ�`�� / / RALEIGH, N.C. 27601. NC LICENSE #F-0102 -Y4- PT Sta. 12+48.33 so s %� , �`�� `0F°�� 0 ' � ,,,��, ,, i � � � �5�� R�� :�� CQ ��;, ��111II��II �i S l8° 28 /2 9' E � � �,�. � �� N o \�° / ,, �`� Rpl� = ; , ��` �C ARpI� � =: ' � N� � i �, � P�R� � S GATOR VET LLC � s \� �O�° pEESS%p,�� !�q �- ; � °QpFES�p° !yq � -Y4- PC Sto. 12+9/.92 / � � Q � � ; � � Q �� = \ -� � 2 � � o � R�/ DB 2323 PG 65 > _ � � _ _ � _ �, �' � � � � , P��° �/ Pc s s� � �5-s � ➢ _ SEAL SEAL � � �% y 2/ / � � y �9� � 029876 p � \ ; �� 04255 I �� _ BEGIN CONSTRUCTION � � � -Y4- POC Sta. 13 + 65.00 �� s%� �� ,c/ q,� �� E'P Y4- POT Sto.10+00.00 � �,�� i�y�.��,� ; �� i�-`��,� �. , � �, S / / � � �, � 9� �'�\S� � 45' HIGHy� qY' AC71AiC�0J �25.. ��\�\\ � /�� ' �\��\ � ' \� i�/ i � F� ACCESS EASEMENT 7/6/2018 � � � � � � �� 6a�o��sl��a��m�a.i..i � �� x ��, �J �9. GR � /; PC 6 PG 115-5 �� o '/./4 �S /' /� � � `\ �� 5 _ _ DOCUMENT NOT CONSIDERED FINAL � END / �� ` � �`, � _ UNLESS ALL SIGNATURES COMPLETED / /� �// / �� S 2q 2q,46. � E_ // � , � � llq,g9, _ / i i Q� i / � �� S O ��,,�� _ _ ��/ i j'�i/ // �� S�Z�� _ S 24 24.46� 3p•PT� _ � �1 �� /�c � t � /��v��0 e - 59 02� �`6TP f�7E ENT E 1 so E ��5. w �� NA 2 /, F � � , � �e . $ +18 °O S 66� O'Jr' 33.On E Ma /�Q�� • �� / �_ �� 0 ` CROSS CREEK CORNER, LLC NANCY ELIAS _-�_ S 2q� �� NA� 3 106 LT �� / DB 21 17 PG 130 DB 2043 PG 609 6� �I 2q,46. W __ ' �'- PC 6 SL 108 K O 5.r6 _e BEGI 2'-6"C& END � � PC 6 SL 1 17-M _E __ CHANNEL IMPROVEMENTS UY NANCY ELIAS -Y4- STA�I f94.37 / / y�� r�, DB 2262 PG 515 _ S 2q� CLASS I I RI P RAP � /� / �. A VEPCO EASE � EN T�F 24� 30• _ EST 45 TONS SEE �AIL l, ��, �o y DB 1710 PG 25� PC 6 SL 108-K 229, W EST 40 SY GFD S T 2B-2 � Go F� �G� �/ � 83� _ SEE DETAIL 12iSHEET 2D-1 �\ ti�i � Q>�F ,� � GILBERT CHICHESTER _ � +77 (L) Ex. R�W �� S \ / /� �� D B 2 0 2 4 P G 3 2 6 e s 24� N i r 5 3� 3 4. 4u E SPE CIAL LA L'V' DIT CH ��V � j � / � Q.`�� PC 6 SL 108-K �15 �� 0• W W/CLA ' RIP RAP Q' /� � �� LANA HORN _ EX. R�W EST TONS p� � ��' x/ /� O DB 2405 PG 519 _ PROP 6' X 7' RCBC SEE DE AILGS/SHEET 2 81 � � ,Q� /�\ +'63 GRASS PC 6 SL 108-K �a D� �'� � ,�X• F WILLIAM BOSEMAN (BURIED 1') +74 CLASS 'B' RIP RAP ti / BEGI 2'-6°C&G DB 2017 PG 187 -L - PC Sto. 84+46.4� EX' �� 1013 EST 3 TONS / PC 6 SL 108-K �.��s�`�' EST l0 SY GF �/ F� /\ EE DETAIL 1.73� TIE 18" RCP-IV SPECIAL LATERAL 'V' DITCH GUY +91 (L) / , h�/ / � S ET 2B-2 TO PROP RCBC 1008 SEE DETAIL VSHEET 2D-1 10 ,�T EX � ry Q +�7 � E D CULVERT / TEMPORARY CONS CTION �� y�9A j �� g� �T F O�j / TIE PROP -G TO -L- +56.3� +li ASEME �T 57 �� P �uY / � e � �oob G �� 71 �� EXIST 18" RC �'-9" C&G EX. �N PVE `v�`co � � /STA 84 + 75 -L- LT � FARMS �LC ��9�. 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DB 2463 PG 1 13 PC 6 SL 158-G _ � +- � ELEV.114.93' , , ; ;. ` � � i t� ;_ + O / 1� RIDER FARMS LLC JOEY P. THOMAS FAMILY LIMITED LIABILITY �� DB 2262 PG 642 DB 2132 PG 455 / � �� -t r j� P� 6 SL 1 p�-E PC 6 SL 143-A � �: � �� 1: � t: �� `. i. +• l: \ l: _- 1, \ F: �. \ �: � !. �� I. \ --� �. 6',9 i� ' . �: � •�� j r. � ; . _ �� / _ �. / REMOVED ,41�1D REGRADED l�0 PRECO�ySTRU �ON E TOPOGRAPHY PRIOR TO PROJECT COMPLETION. PE NEW PERMANENT EASEMENT SEE SHEET NO. 23 FOR -L- PROFILE SEE SHEET NO. 29 FOR -Y4- PROFILE SEE SHEET NO. 30 FOR -DRW2- PROFILE SEE SHEETS C 1 THRU C 9 FOR CULVERT PLANS DocuSign Envelope ID: F2838AB6-803A-4138-932E-38830FCCC63D �i � , � � �? N Z O w � � O N � � -L/ - Pl Sta 11+92.42 PI Sto l9+18.70 0= 0° 20' 46.2" lLT ) �= 44° 0/' 40.4" �LT I D= l° 08' 45.3" D= 7° 09' 43J" L = 30.2/' L = 6/4.75' T = 15J0' T = 323.45' R = 5,000.00' R = 800.00' e = 3.8 R,�F= 76' _y,_ Pl Sto lI +34.09 �= 59° l3' 23.4" ILTI D = 28° 38' 52.4" L = 206.73' T = 113.67' R = 200.00' e = 3.0 R�F= l5' o� • im e >> orn CO2018 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601. NC LICENSE #F-0102 -Ll- PT Sto. 22+10.00 -Ll - POC Sto. 20 +95.48 = M I� 0 Q Z i I PROJECT REFERENCE NO. SHEET NO. U-5725/R-3822 /l RNV SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �,,��,,,, ,,,,�,��,,,,, ,;:�`�� CARp� %; ,,��`�� CARpIi%'=: ��O�pFESS%p,��!y-�'- ; � QoFEs��,�?-�', - � � SEAL l = - �� SEALNI = ;� 029876 � ; ; 0 042551 \ p�A�� I ��(``O,�C_..�~\ ��9� �I ,,c `oa°��\� � �i�� \ It�,d� �'�i S � �� 4 T� , ,� 7 b�L'V1iS��G�4�'2��.�_��`�� 8E��294��ga�`��1��`� 7/6/2018 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED y 9� P �� ` �� F `('�� x �' x�9 � �< <�� . �o `�� ' ,9 EIP 5 83"54'49° �y EIP S 84°02'57. y� EIP N 83°55'00. 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R/W -� R +H71 1 - �� T� 6 PE � . fl ��lKNO N - - - - Eol Eol . � 1- � � cv E- �2� l5'R - -__ _ - � � . E�N 84° 08 22.3 E N 83" 47 36.0' E -� �- SR 1627 � ---_- SR 1627 THREE BRIDGE RD. 22' PAVED ROAD '- T R E BR/DGES RD x�//' � ` N � tY) > Z� � �� - �� EX. ILW(Yl) m +50 `-" ��_ 25PR CU EOr 6PR (CLl W N O O p p _ _ _ _ _ _ _ _ _ � +00 r EX�ST�N 72' RT , z 38' RT z - - _ _ - - - - - - - - i � -' �� i 12PR ( L) - � - _ _ - - - - - y� � � _ - -, _ - - _ - - IM - -'- - _ � - - - - - - - - � -' - - - - - - � - - 18" RCP-IV pUE 41 RT m � 'm _� � � o � 8 '. PLAST�C SEEC ETA L 1 HLE�T� _ _ � _ _ _ _ _ C� -� F � - � �� CULTI�ATED FIELD +23(Yl) n =' �� , , -� 20� � - �, � S 4T ll 03 5 E 92' RT E CONSTRUCT/ON '� �' ' � ,' S5 , D - - p�E RETAIN , , , , � �' 53 � ' � O 57 +85 VE E EC� LATERAL V DITCH SPECIAL LATERAL V DITCH -Y POT Sta �3+ 10 00 � �� `' GUY ' +00 SE D AIL 1�HEET 2D-1 SEE DETAIL VSHEET 2D-1 �' ' ' RETAIN , K, i CULT��ATED F�ELD +41.38 EX' R�W � �`� EX. FWJ QVE 25'N GUY EX' � CULTIVATED FIELD �TA EXIST DITCH -YI - PC SfO. ��+2�.42 a N N 73° 35' 33.�� E , i + 2 2 Z� T O� PR OTE POSITIVE E X. R � W( Y l) ��, + 09.54 AN , + 53.91 + 00 � � , N DRAINAGE WEST 96 RT m � I bl' RT 44' RT TAPE 40 RT EX. fLW 43' RT +02(Yl) U N D I N E G A R N E R I I + 51 B E G I N C O N S T R U C T I O N B Y - 2 0/ » 6' R r Btil#5 1U-57251 -L1- POT Sta 14+95.00 47� RT Ex ww -Ll - ST A 9+93.29 f 6.7/'1 ' 60.27' RT. ELEV.160.84 -Ll- PT Sto.12+07.52 CLASS 'B' RIP RAP Z �„ EST 3 TONS SPECIAL LATERAL 'V' DITCH o ISBDK oo � EST 10 SY GFD SEE DETAIL 1/SHEET 2D-1 �� .�� w� � � °' � -Ll - PC Sto. ll +77.3/ � RAYMOND GARNER m RAYMOND GARNER DB 641 PG 418 DB 2356 PG 641 �PB 8 PG 130 (FIRST TRACT) S 84°02'04' �y O 125.00' E�p i D6 2352 PG 48 ISBDK � N � 3°38' 08° E 150.00' NOTE: ALL TEMPORARY SEDI�WENT TRAPS SHALL BE RE�IOVED ,41�1D REGRADED T0 PRECONSTRUCTlO/y TOPOGRAPHY PRIOR T0 PROJECT COMPLETION. SEE SHEET NO. 23 FOR -L 1- PROF/LE SEE SHEET NO. 27 FOR -Y1- PROFILE DocuSign Envelope ID: F2838AB6-803A-4138-932E-38830FCCC63D DocuSign Envelope ID: F2838AB6-803A-4138-932E-38830FCCC63D �3- � � � �? N Z � N � W � � 0 N � � -L/ - Pl Sto 55 +85.50 p= l3° 4/' 29.0" fRT l D = i 02' 30.3" L = l,3/4.28' T = 660.28' R = 5,500.00' e = NC O EIP i: e. �i. �i�. �.i: '��, N 32�43�3�' E 30/, 90' �. �. �. ,. , ,. ; i. >. � .. ;: � t. a 66 AUGUSTUS TURNER DB 596 PG 161 �. -BL-202 � � • ti^ � t: .�t. �il / ' i. �i. / / � � / / ��. � � / � �:�� / � i i � / / � / , :� � � i / / / ��t� � v / �. .. i: / ��;a 1. �, , i �� . � i \ i > �: �: ;. � t. AUGUSTUS TURNER DB 596 PG 161 66 68 ANNE MARIA K EDWARDS SEE NOTE IN SURVEY REPORT DB 2246 PG 640 PC 4 PG 395 oii�� ,o_�o�� ARC RAD=205.00' PROJECT REFERENCE NO. SHEET NO. CHORD DIST=81.32' � CHORD BEAR=N 2a° 24' 6' Vv i m e �� o r n U-5725/R-3822 /3 RNV SHEET NO CO2018 � 421 FAYETTEVILLE STREET, SUITE 600 ROADWAY DESIGN HYDRAULICS �� RALEIGH, N.C. 27601. NC LICENSE #F-0102 ENGINEER ENGINEER �c,�• �� . �\� .�A F, �;;\ i i�� l l � �� `;` � �� ;�I � �� i � ;,�� QR �� ,��.� R �%, � 1��0�° ss s� \��O��pFESS%p,��q =; \ � \�Q`QpFES�ON��q' s � `',�- �• _ � � SEAL l = _ � � SEAL l = '' EIP � _ � _ _ _ �BENT, - � 029876 � ; - 04255 I \ �` � `� � �ocu gn Qa°°� EIP ARC RAD=25.00' p, � �"�°"` �- °°�� °°° � � �� CHORD DIST=34.38' ��o �� l,q,�� `�� ,� CHORD BEAR=N 60° 29' 7° �y ,L'\ AC71A1DOf�6�d2s�.ii��\\ sEo�zsa�r3�.i.i��`�� 7/6/2018 7/6/2018 EIP DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � �. 67 COLLIER INVESTMENTS, INC SEE NOTE IN SURVEY REPORT DB 1970 PG 168 PC 4 PG 395 68 y ANNE MARIA K EDWARDS � SEE NOTE IN SURVEY REPORT �1 `� 60 `� '9� os DB 2246 PG 640 � ��,� os �'�9_ o PC 4 PG 395 �` P' 2 •yss o.�, F �. � o� �9� � �� o �`� � ��v� SPECIAL CB-F, SHEET 2C-6 , v �/ ANNE MARIA K EDWARDS �� SEE NOTE IN SURVEY REPORT DB 2246 PG 640 PC 4 PG 395 AFTER FINAL ABILIZATION, RESTO i BASIN TO RECONDITION CONT� � ANNE MARIA K EDWARDS SEE NOTE IN SURVEY REPORT DB 2246 PG 640 PC 4 PG 395 68 REMOVED ANDPREGRADED l�0 PRECOI/�STRU �ON E TOPOGRAPHY PRIOR TO PROJECT COMPLETIOIy. I SEE SHEET NO. 25 FOR -L 1- PROFILE DocuSign Envelope ID: F2838AB6-803A-4138-932E-38830FCCC63D N Z � N � W � � O � � � p DI ' C� CJ') 2 ►� C rnz � rn D r Z � 68 ANNE MARIA K EDWARDS SEE NOTE �N SURVEY REPORT DB 2246 PG 640 PC 4 PG 395 SPECIAL LATERAL 'V' DITCH � SEE DETAIL 1�SHEET 2D-1 CLASS II RIP RAP EST 55 TONS EST 80 SY GFD SPECIAL LATERAL 'V' DITCH W/CLASS 'B' RIP RAP EST 80 TONS EST 195 SY GFD SEE DETAIL 5�SHEET 2D-1 ANNE MARIA K EDWARDS SEE NOTE IN SURVEY REPORT DB 2246 PG 640 PC 4 PG 395 68 -L/ - Pl Sto 55 +85.50 �_ l3" 4/' 29.0" f RT 1 D = I° 02' 30.3" L = l.3/4.28' T = 660.28' R = 5,500.00' e = NC IEIP \ m m -Y3- Pl Sta 26+58.52 �_ l8° 25' 43.3" fRT 1 D=5°43'46.5" L = 32/.64' `� T = 162.22' F R = 1,000.00' e = 3.6 R,�F= 90' Sto. 28+17.94 56° 03' 08.2" E MINTON FAMILY LLC SEE NOTE IN SURVEY REPORT DB 2435 PG 1 PC 4 PG 395 48" RCP—IV 34 SPECIAL LATERAL 'V' DITCH SEE DETAIL VSHEET 2D-1 CULTIVATED FIELD 24" SPECIAL LATERAL 'V' DITCH � CFF f�FTAII 1�HFFT �f�_7 MATCHL� EE SE —Y3 — PLAN ST A 27 +00.00 SHEET �� MINTON FAMILY LLC NOTE IN SURVEY RE DB 24 PG 1 PC 4 � 395 Sto. 62+39.49 Sto. 6/+72.18 89° 53' 45" MINTON FAMILY LLC SEE NOTE IN SURVEY REPORT os 2435 Pc � PC 4 PG 395 � 2017 ADT 2040 ADT • im e >> orn CO2018 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601. NC LICENSE #F-0102 /p,0 O�� PROJECT REFERENCE NO U-5725/R-3822 RNV SHEET NO. ROADWAY DESIGN ENGINEER ��iiiiiuiiii� :�� CARp �,, , , \ �Q�pFESS%p,��y =; = SEAL = = 029876 � � -0� ��'� ioN��-`��,`�~; ,� S�, AC71 A1 d6�9B�j�� {� � 1AAAA�� 7/6/2018 SHEET NO. /4 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 69 EDWARD L DICKENS SEE NOTE IN SURVEY REPORT DB 1455 PG 116 INSTALL HEADWALL O PB 19 PG 74 NCDOT STD 838.01 1414 —Btil#3 fR-38221 -Ll- STA 65 +72.04 I3I.ZI' LT. SPECIAL LATERAL 'V' DITCH Fl FV_ l�F_9/' � SEE DETAIL VSHEET 2D-1 AFTER FINAL STABILIZATION, RESTORE BASIN TO PRECONDITION CONTOURS 0 _��_ 3000 PREMIER BLVD EXT DHV = 8% DIR = 60% TTST = 1% DUAL = 2% —Y3— AMERICAN DHV = 10% LEGION RD EXT DIR = 55% � I TTST = 1% 1000 DUAL = 2°/a 0 0 aoo! �oo 0 3200 —Ll— PREMIER BLVD EXT DHV = 8% DIR = 55% TTST = 1% DUAL = 2% 1 REMOVED ANDPREGRADED l�0 PRECOI�/STRU CON E T OPOGRAPHY PRIOR T 0 PROJECT COMPLET ION. SEE SHEET NO, 25 FOR -L 1- PROFILE SEE SHEET NO. 29 FOR -Y3- PROF/LE DocuSign Envelope ID: F2838AB6-803A-4138-932E-38830FCCC63D N Z O � > w � � 0 N � � � D � �Z mC rn� � n � zr 2' rn rn � � -L/ - Pl Sto 7/ +45.37 p= l5° l5' 37.8" IRTI D = 2° 36' 15.7" L = 585.96' T = 294.72' R = 2,200.00' e = RC R�F= 75' Pl Sto 85 +8/.84 p= 47° 06' 17.6" (LT 1 D=2°5l'53.2" L = 1,644.27' T = 87/.80' R = 2,000.00' e = 2.6 R�,= 78' OO 69 EDWARD L DICKENS SEE NOTE IN SURVEY REPORT DB 1455 PG 116 PB 19 PG 74 70 EDWARD L DICKENS DB 1809 PG 729 • im e >> orn CO2018 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601. NC LICENSE #F-0102 /P,O .� V PROJECT REFERENCE NO U-5725/R-3822 RNV SHEET NO. ROADWAY DESIGN ENGINEER ,,,��,,, �,�� ARD ��,, \ �tOQ�pFESS%p,��y =; p'�� = � SEAL �� _ �' � � 029876 � ; �o� ,a �i ��,��,�, ,, AC71A1 � 423.LI�� 7/6/2018 SHEET NO. /5 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED E- � iyvi t: ,�� i tMrurrw-r� �tDIMENT TRAPS SHALL BE �' � REMOVED AND REGRADED TO PRECO�ly STRUCTION E� / TOPOGRAPHY PRIOR i0 PROJECT COMPLETION. ' /' SEE SHEET NO. 26 FOR -L 1- PROFILE E DocuSign Envelope ID: F2838AB6-803A-4138-932E-38830FCCC63D �i � , � � �? N Z � w � � 0 N � � —�E ��- E � .b' � SPECIAL LATERAL 'V' DITCH SEE DETAIL VSHEET 2D-1 +25 b� � � -L/- . .. Pl Sto 85 +8/.84 p = 4% 06' 17.6" (LT ) D = 2° 5/' 53.2" � L = 1,644.2T T = 87/.80' R = 2,000.00' e = 2.6 R,�R= 78' 54" RCP-IV -BL-ZO8 � +60 +35 40' LT 53' LT 55' +91 +43 46' LT 40' LT I— � 5 7' + 48 I� 64' LT � cEM � s , � �: I i� - - - _�,�__ ; ,, , _ �� \ � i ` \. ,, � "'` 70 EDWARD L DICKENS DB 1809 PG 729 CULTIVATED FIELD � F E �� E _ �� = � �DE� �� — C B-G R � ` 18" RCP- � � ��, �� 3' RT +49 96' RT P � — 20 R�ANOKE �- C B-G �•� SPECIAL LATERAL 'V' DITCH SEE DETAIL IiSHEET 2D-1 +10 76' LT +�o 68' LT 7/ LOUISE A. & LONNIE GARY DB 1046 PG 206 • im e >> orn CO2018 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601. NC LICENSE #F-0102 � ,Z��1 � � �, � NP � �3 �o � N �, �P �� z , ,' ,. _ , . ,. --�.. � �� _. � .`' \ _... \ � .; `.- EIP � ..,\ ._,� ..'_�._ _.. �...�._.�-- O � � PD� _ — —E — —P�.E _ _ PDE E PDE _ E — -�[ — > -- — — -- — � � — � 30" 1608 CB-G / K \ „ - � s Rc - _L 1- PREMIER BLVD EXT � c �� . �,. F � � �. . �. \\ \ • �— . � � � � � � � E ` — — — � , — _ ' , E F — — — _ _ _ � F — — — — — — — — — — — — — — — — — — — E F F \ E E 70 F. +25 ao�&�4' RT EDwARD L DICKENS ` CLASS II RIP RAP DB 1809 PG 729 EST 33 TONS EST 62 SY GFD '�� SANITAR— � , + 06 . ,. � � • + 75 ' DISTR��r EASEME►vr 93' RT 89' RT 17 1 P� 411 - E— —E— % � / �_ S 2e°2o�o0• yy �E� �� : �€�� ;. �. ;. 1115.98' � � — �E— E—� . � ��. t. �• t- �� E - INSTALL ENDWALL 1601 NCDOT STD 838.21 � LATERAL 'V' DITCH W/CLASS 'B' RIP RAP EST 20 TONS EST 50 SY GFD SEE DETAIL lfi✓SHEET 2D-2 SPECIAL LATERAL 'V' DITCH W2LASS 'B' RIP RAP EST 100 TONS EST 210 SY GFD SEE DETAIL 5iSHEET 2D-1 e +bl 16' RT C. —BL-209 +50 70' LT -� _ - -� F I EIP Btil*4 1R-38221 —Ll— STA 88+53.84 24.36' LT. ELEV. 96.05' yv000s SPECIAL LATERAL 'V' DITCH SEE DETAIL VSHEET 2D-1 +5U 54' LT e� PROJECT REFERENCE NO. SHEET NO. U -5725/R -3822 /6 RNV SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ��iiiiiuii,, ��iiiiiu�� , �� , ;: �� CARpIi ', ,'�� Reli �'�=: � °pFESS%pN !y-y =, ; �Q`�pFEs � -�', � o Q� � ; � , QQ ��'�� , = SEAL = = SEAL = � � 029876 � � ; 04255 I \ ��c ��' �o��t��,�°c_..��; �p� ��°� Qa�°� , � \ / I \\ � S �.�`� �� ° .°j �� ac�i ai ob�i9s�p.�,..i. i �� aEmzsas�GpaAPr�F�F u�� 7/6/2018 7/6/2018 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED + 00 68' LT 18" RCP—IV — —Ll — PT Sto. 93+54.3/ SPECIAL LATERAL 'V' DITCH SEE DETAIL 1/SHEET 2D-1 18" RCP-IV � � �' � ,';�'"� ' ! , �►�- _ - _.. .. � ..nl: 16 40' LT + 54 c� 78' L � � -BL -2/0 � � � � � � 1,� �' y _ �'�,�! w � �� 161 � z � � cB- 2, _�&� � , , t lg" RCP-�V � _ _ F �� 07 B �� . 4� ��3 F ' E , _ _ , � E F , — � � E � � + 00 � � � 73' RT 30" RCP-IV � - � F _ _ � - +54.30 F � 40' RT w p�.. lbll T N 2° 42' 0/.6" E E LOUISE A. & LONNIE GARY DB 1046 PG 206 7� 40' RT 102' RT 95' 160' +35 CLASS I RIP RAP 40' RT EST 7 TONS 95� EST 17 SY GFD E �� AFTER FINAL IZ�Tf�N,-Rf�@Rf—E� BASIN TO PRECONDITION CONTOURS � � � E — _— E ��_ — _— -- — E E S 26°34'54' —E� � � � 200.19' — E � S 26°00'39• �r � — E E 200.00' � S 24°37'39' �y 292.50' REMOVED ANDPREGRADED l�0 PRECO�ySTRU �ON E TOPOGRAPHY PRIOR TO PROJECT COMPLETION. SEE SHEET NO. 26 FOR -L 1- PROFILE DocuSign Envelope ID: F2838AB6-803A-4138-932E-38830FCCC63D N Z � N W � -L/- Pl Sto l05 +22.53 p= l8° 46' 18.0" fRTI D = 5° 43' 46.5" L = 327.63' T = 165.29' R = 1,000.00' e = 3.6 R�,= l08' 2'-6" C&G 2'-6" C&G -Y6- Pl Sto 9+39.38 � — G �U' ✓ / ./ " f LT 1 D = Il° 27' 33.0" L = 25.98' T = /2.99' R = 500.00' 7� LOUISE A. & ONNIE GARY DB 1046 PG 206 -BL -l0/ B #5 fR-38221 M -Ll- STA 96+20.92 � //17 P17i i T . . (STRUCTURES P BRUSH/CUTOVER �� TOE PRO- CLASS ' ' EST 20 � EST 40 ' SEE DETA LOUISE A. & LONNIE GARY DB 1046 PG 206 7/ AFTER FINAL STABILIZATION, RESTORE BASIN TO PRECONDITION CONTOURS -BL -102 � / �y I oy ,� :: ,, � � Z � PREMIER LAND � LLC � � Z W ,: r'. OB 1817 PG 468 J� w � N�p UM#6 fR-3822J j o6 1916 P{G 482 (POND ESMT) N� �W w`� -Ll- STA 100+3/.86 , ; W W �� a 400.93' LT. � �. �7 � � �, 90.56 �� s,� _ � i W � Q m S -_. ` 1 �o �,ss� '� _ i � � M S09 9. W \ ; 8 , � � 8" `�. m � E- � / S$ i �� SS Roq � . .� I m�,"-�I� � rrn, �� E� � ry�Ke_RAp��_ \ \I /� j �Y y� t. J: � � . ., �; :. � ;. � N t. s. SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP B '�� v�v ,. � ;�� v o '� �v '� GREU TL-3 GREU TL-3 50:/ � ' � ' 50:1 . � ° � -- • 1�'=. DIA � � \� � DECK D�CFN�REQUIRED SEE SHEET 2D=2' FOR LOCATIONS 4' WIDE RIP RAP PAD FOR DECK DRAINS STA 99 + 85 TO 101 + 00 CLASS 'B' RIP RAP EST 23 TONS EST 64 SY GFD CLASS II RIP RAP (STRUCTURES PAY ITEM) 85' 96' CLASS 'B' RIP RAP EST 2 TONS EST 7 SY GFD � � °° 1 1 '" 1 l '�50:1 0 N � � � � v BEGI BR/DGE -u- sr 9�+ � �� -L 1 BLV'D EXT �'��A:�a ;r v 20:/ � N 0 �:� �� 50:/ GREU TL-3 END BRIOGE -u- sr 101f22.60 • im e >> orn CO2018 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601. NC LICENSE #F-0102 73 VESTER FAMILY LLC DB 2361 PG 567 MB 2011 PG 168 \ � \e �f� � - � -�6�STA 12+02.00 � \e \ +40 \\� \E 21' LT �/� �r \ 20' UTILITY EASEMENT � 4;�� \ PC 6 SL 148-F £� \ PROJECT REFERENCE NO. SHEET NO. U-5725/R-3822 /7 RNV SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �,,��,,,, ,,,,�,��,,,,, :�� CARp� % ,�� CARp ''%, ��O °pFESS%p,� !�-y =, \ �pQ`apFEs�i`p,�/��%, - � �� SEAL � = - ��Q SEALN� �� = = � 029876 � � = 042551 � �D?��(e��. � ``-`o,�c..�~\ ��o �I C�Qa°°�\� 9 l{'�� C •� � �� •�� plKq,�� AC71A1DIY/6,6,Fj��'�'1 �V�� 8 07294��2�41��6-I �� ( 7/6/2018 7/6/�2018 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NAD 83� A 2011 \ � RETAIN 33' LT BEGI 2' -6" C&G TiE To ExiSr -Y7- STA 1Of80.00 + 94 22' LT END CONSTRUCTION -Y7- POT Sta. 10+80.00 -Y7- POT Sta. 11+80.00 s \ � D CONSTRUCTION c° 6�sC'� �'.� - - POT Sta. 12 +30.00 �£ �48'�FEMen,� f, s�' S 8° 25' 50.4" E � s � � - 6 - `� OT Sta, l2 +50.00 .�, D � �y � o � o MILES GREGORY � OB 2355 PG 112 PC 6 SL 148-F �^ \ \ ORDINANCE BOOK 2 PG 17 �'C� f \e \ � � � , .. / %� i REMOV ED ND REGRADED l�0 PRECO�yST RUCT pN E T OPOGRAPHY PRIOR T 0 PROJECT COMPLET ION. SEE SHEET NO. 27 FOR -L 1- PROF►LE SEE SHEET NO. 29 FOR -Y6- PROFILE SEE SHEET NO. 29 FOR -Y7- PROFILE SEE SHEETS S-1 THRU 5-58 FOR STRUCTURE PLANS DocuSign Envelope ID: F2838AB6-803A-4138-932E-38830FCCC63D DocuSign Envelope ID: F2838AB6-803A-4138-932E-38830FCCC63D N Z � N � W � � 0 N � � � EIP ROCKY RUN EDUCATIONAL ASSOCIATION NO DEED FOU D 36 404.90' S 74°53'19' E -Y3- Pl Sto 26 +58.52 p= l8° 25' 43.3" fRTJ D = 5° 43' 46.5" L = 32/.64' T = 162.22' R = 1,000.00' e = 3.6 R,,,= 90' ' �coNc I `�� — � � -' � -'----------- � - CAR � � PORT GR _ � i- . 496.55' S 72°43'19° E � MINTON FAMILY LLC D6 2435 PG 1 PC 4 PG 395 CoNc I I I �� I—� X CoNC X—�—X X.�X � w io � � O � � O � o� M i9 Q �o m O M � 3/ = 3 Z � TIMOTHY GLASGOW WILLIE MOSELEY DB 1262 PG 355 DB 1317 PG 230 S 72"43'34• E (BENT) 268.14' S 72°46'16' E 229.71' EIP w � o� �� 'n N � N z 7� EDWARD L DICKENS SEE NOTE IN SURVEY REPORT DB 1455 PG 116 PB 19 PG 74 • im e >> orn CO2018 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601. NC LICENSE #F-0102 -BY-302 -BY-303 I X X X SPECIAL LATERAL 2' BASE DITCH J SEE DETAIL 2iSHEET 2D-1 34 MINTON FAMILY LLC SEE NOTE IN SURVEY REPORT DB 2435 PG 1 PC 4 PG 395 68 ANNE MARIA K EDWARDS SEE NOTE IN SURVEY REPORT DB 2246 PG 640 PC 4 PG 395 N 72°37'46" y� 635.67' S 75°07'08' E 1093.38' � �� X�� `�X � � SPECIAL LATERAL 'V' DITCH SEE DETAIL 1/SHEET 2D-1 Sto. 24+96.30 34 MINTON FAMILY LLC DB 2435 PG 1 PC 4 PG 395 JI L\.1llL L/'11 LI\/'9L ♦ V11 \.1 1 SEE DETAIL 1/'SHEET 2D-1 PROJECT REFERENCE NO U-5725/R-3822 RNV SHEET NO. ROADWAY DESIGN ENGINEER ,��.�� ARD ��, \ ��Q pFESS%p,��y =; = SEAL = = � 029876 � = �° �,��' � � ��t��,�c..,�, �� 11�.a� � �'P/. �.� , AC71 A1 D6�1968�1�. {. I 1\\\ 7/6/2018 SHEET NO. /9 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Z 1� NOT�: ALL TEMPORARY SEDIMENT TRAPS SHALL BE REbfOVEO AND REGRADED TO PRECO,IySTRUCTION TOPOGRAPHY PRIOR TO PROJECT COMPLETION. SEE SHEET NO, 28 FOR -Y3- PROF/LE