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Home My WebLink About20171540 Ver 1_Build Maps_20171130� � • • N • � � ., • � �� Rh%tfe� ��33J Ra �SX Railroad . - - -. , F�GR B U $ �°�N°Mee ,i 13 House Rd. � (SR 1501) i � \i 13 I , � 11 64 A Cp�� N ��' A � TY � c��Nry � �Gr 3, � �0 5 �t a � �Q' BETHEL 5`��g � 0 Big Oak Rd. � (� � 0 A � x. �� '°�p � O O l sR �42 j Rd. 0 F°ra R � (sR a t �s � - �a �- � �'i'i�Q,/e c �3) �. �m �� ~e�� v�^� � ,�o�� p Bridge No. 113 �� ,�� O � � O � 0 13 30 � p ; � a � Q.FFSITE --� !- � DETOUR VICI11tITY MAP (NOT TO SCALE) :� �� 1,� ( � � ��'�� "�� %� �1�� " 1 � �� LOCATI01�: BRIDGE 1�0. 730I13 O VER S UGGS CREEI� 011t SR 1500 (BIG OAI� ROAD) TYPE OF WORI�: GRADI11tG, DRAII�AGE, PA T�I11tG, STR UCTURES A1�D RES URFA CI1�G 90% ROADWAY PLANS DATE: 11/17/2017 � Ic�o 00 N � � Q c� ZZ DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIG11l DATA PROJECT LEIVGTH RUMMEL, KLEPPER & KAHL, LLP HYDRAULICS 900 RIDGEFIELD DRIVE, SUITE 350 E11tGI11lEER RALEIGH, NORTH CAROLINA 27609 ADT = 415 NC LICENSE NO. F-0112 20 0 20 40 T_ 6 0* LENGTH ROADWAY TIP PROJECT 17BP.2.R.81 = 0.048 mi 1-888-521-4455 OR 919-878-9560 � 0� �o�p� � �0 LENGTH STRUCTURE TIP PROJECT 17BP.2.R.81 = 0.009 mi FOR �Q� q�� PLANS V= 55 MPH TOTAL LENGTH TIP PROJECT 17BP.2.R.81 = 0.057 mi DIVISIO� OF HIGHWAYS � �� 2 � � 2 Q 4 0 * TTST = 3% D U A L 3% 2018 STANDARD SPECIFICATIONS SIGNATURE: P.E. � a Michael T. Merritt, P.E. ROADWAY �, o F U N C C LASS = RU RAL RIGHT OF WAY DATE: PROJECT ENGINEER DESIG1�l �' a e PROFILE (HORIZONTAL) LOCAL JULY 19, 2017 E111GI11tEER �� QOQ�� Matthew A. Lamy, P.E. o� �� p�� 4 � 4 8 L E T T I 1 1 t G D A T E: I'ROJECT DESIGN ENGINEER SUBREGIONAL TIER JANUARY 10, 2018 Heather Lane, P.E. P.E. PROFILE (VERTICAL) NCDOT CONTACT SIGNATURE: SHEET NUMBER 1 1A 1B 1 C-1 1 C-2 1D 2A-1 2D-1 3B-1 3D-1 3P-1 4 TMP-1 THRU TMP-2 PMP-1 THRU PMP-2 EC-1 THRU EC-5 RF-1 THRU RF-2 SD-1 UO-1 THRU UO-2 X-1 THRU X-5 S-1 THRU S-15 INDEX OF SHEETS SHEET TITLE SHEET 0 � INDEX OF SHEETS� GENERAL NOTES, AND LIST OF STANDARD DRAWINGS CONVENTIONAL SYMBOLS SURVEY CONTROL SHEET FINAL ROW / EASEMENT POINTS CENTERLINE COORDINATE LIST PAVEMENT SCHEDULE AND TYPICAL SECTIONS DRAINAGE DETAILS GUARDRAIL, EARTHWORK, 8 PAVEMENT REMOVAL SUMMARIES DRAINAGE SUMMARY PARCEL INDEX SHEET PLAN/PROFILE SHEET TRAFFIC MANAGEMENT PLANS PAVEMENT MARKING PLANS EROSION CONTROL PLANS REFORESTATION PLANS SIGN DESIGN PLANS UTILITIES BY OTHERS PLANS CROSS-SECTIONS STRUCTURE PLANS � an o 2018 ROADWAY ENG�ISH STANDARD DRAWINGS The following Roadway Standards as appear in "Roadway Standard Drawings�� Highway Design Branch - N. C. Department of Transportation - Raleigh, N. C.. Dated January, 2018 are applicable to this project and by reference hereby are considered a part of these plans: STD.NO. TITLE DIVISION 2 - EARTHWORK 200.02 Method o-F Clearing - Method II 225.02 Guide -For Grading Subgrade - Secondary and Local 225.04 Method of Obtaining Superelevation - Two Lane Pavement DIVISION 3 - PIPE CULVERTS 300.01 Method of Pipe Installation 310.10 Driveway Pipe Construction DIVISION 4 - MAJOR STRUCTURES 422.01 Bridge Approach Fills - Type I Standard Approach F111 DIVISION 5- SUBGRADE, BASES AND SHOULDERS 560.01 Method o-F Shoulder Construction - High Side of Superelevated Curve - Method I DIVISION 8 - INCIDENTALS 840.00 Concrete Base Pad for Drainage Structures 840.14 Concrete Drop Inlet - 12" thru 30" Pipe 840.15 Brick Drop Inlet - 12" thru 30" Pipe 840.29 Frames and Narrow Slot Flat Grates 840.35 Traffic Bearing Grated Drop Inlet --For Cast Iron Double Frame and Grates 840.45 Precast Drainage Structure 840.46 Traf-fic Bearing Precast Drainage Structure 846.01 Concrete Curb, Gutter and Curb 8. Gutter 846.04 Drop Inlet Installation in Shoulder Berm Gutter 848.02 Drivewoy Turnout - Radius Type 862.01 Guardrail Placement 862.02 Guardrail Installation 862.03 Structure Anchor Units 876.01 Rip Rap in Channels 876.02 Guide for Rip Rap at Pipe Outlets GENERAL NOTES EFFECTIVE: 01-16-2018 REVISED: GRADING AND SURFACING OR RESURFACING AND WIDENING: CLEARING: THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES ARE SHOWN. THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT ALONG THE CENTER LINE OF SURVEY ON WHICH THE PROPOSED RESURFACING WILL BE PLACED. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE-IN. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. SUPERELEVATION: ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH STD. N0. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS. SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. SHOULDER CONSTRUCTION: ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. N0. 560.01 DRIVEWAYS: DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. 848.02 USING 3 FOOT RADII OR RADII AS SHOWN ON THE PLANS. LOCATIONS OF DRIVES WILL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. GUARDRAIL: THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL. UTILITIES: UTILITY OWNERS ON THIS PROJECT ARE Century Link (Telephone & Fiber Optics) ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS. RIGHT-OF-WAY MARKERS: ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT. BOU11lDARIES AND PROPERTY.• State Line ----- ----- County Line --- ---- Township Line -- -- City Line - - Reservation Line - - Property Line Existing Iron Pin � Property Corner � Property Monument 0 Parcel/Sequence Number �23 Existing Fence Line -X X X- Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence Existing Wetland Boundary - - - -w�B- - - - Proposed Wetland Boundary w�B Existing Endangered Animal Boundary EAB Existing Endangered Plant Boundary EPB Existing Historic Property Boundary HPB Known Contamination Area: Soil ;�'� -; '�'��' Potential Contamination Area: Soil �� ?� Known Contamination Area: Water - �-'�� , Potential Contamination Area: Water �?�=; ��'?`; Contaminated Site: Known or Potential �' � BUILDINGS A111D OTHER CULTURE: Gas Pump Vent or U/G Tank Cap O Sign � Well ° w Small Mine � Foundation 0 Area Outline Cemetery fi Building School � Church � Dam HYDROLOGY.• Stream or Body of Water --- --- Hydro, Pool or Reservoir �_ ___ J Jurisdictional Stream �S — Buffer Zone 1 Bz i Buffer Zone 2 Bz z Flow Arrow �--- --- Disappearing Stream --- --- Spring O�-��_---� Wetland � Proposed Lateral, Tail, Head Ditch � FLOW False Sump � � J� � �l=�T� � �� .�� 1, �^�� '�� )��.� �� ; ? �� '��_��T�y� Note: Not to Scale *S. U.E. = Subsurface Utility Engineering RAILROADS: Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled RIGHT OF WAY.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite R1W Marker Proposed Control of Access Line with Concrete C/A Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement CSX TRANSPORTAT/ON O MILEPOST 35 0 SW/TCH �� Proposed Permanent Easement with Iron Pin and Cap Marker R0�4DS AND RELATED FEATURES: Existing Edge of Pavement — Existing Curb — � 0 . W . W " W— in� � '`„ �� c�, �A, c E E TDE PDE DUE PUE TUE AUE � Orchard Vi neya rd EXISTING STRUCTURES: MAJ O R: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES: POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole U/G Power Line LOS B(S.U.E.*) U/G Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) — TELEPHONE: Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp cR Existing Metal Guardrail T T T Proposed Guardrail T T T T Existing Cable Guiderail n n � Proposed Cable Guiderail n n n n Equality Symbol � Pavement Removal I�EGETATION.• Single Tree Single Shrub � � Hedge Woods Li ne � � � � Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole U/G Telephone Cable LOS B(S.U.E.*) - U/G Telephone Cable LOS C(S.U.E.*) - U/G Telephone Cable LOS D(S.U.E.*) - U/G Telephone Conduit LOS B(S.U.E.*) U/G Telephone Conduit LOS C(S.U.E.*) U/G Telephone Conduit LOS D(S.U.E.*) U/G Fiber Optics Cable LOS B(S.U.E.*) U/G Fiber Optics Cable LOS C(S.U.E.*) U/G Fiber Optics Cable LOS D(S.U.E.*) � � � � Vineyard CONC J ��N� WW � WATER: Water Manhole Water Meter Water Valve Water Hydrant U/G Water Line LOS B(S.U.E*) U/G Water Line LOS C(S.U.E*) U/G Water Line LOS D(S.U.E*) Above Ground Water Line TV: �oN� HW TV Pedestal TV Towe r �--------� U/G TV Cable Hand Hole ��B U/G TV Cable LOS B(S.U.E.*) U/G TV Cable LOS C(S.U.E.*) 0 U/G TV Cable LOS D(S.U.E.*) U/G Fiber Optic Cable LOS B(S.U.E.*) s U/G Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*� - - - - T - - - - - - T - - T - - - -TC- - - - - -T�- - T� - - - -T FO- - - � - -T FO- - T FO GAS : Gas Valve Gas Meter U/G Gas Line LOS B(S.U.E.*) U/G Gas Line LOS C(S.U.E.*) U/G Gas Line LOS D(S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS B(S.U.E.*) SS Forced Main Line LOS C(S.U.E.*) SS Forced Main Line LOS D(S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line LOS B(S.U.E.*) U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. - A�G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records - End of Information -w- - W A/G Water - -TV- - - TV - - - -TV FO- - - - -TV FO- TV FO -�- A/G Gos OO O 55 A/G Sanitary Sewer - - - -FSS- - - - - - FSS - - FSS • � � ❑s - 7UTL - 0 UST 0 � � AATU R E.O.I. CONTROL DATA �� F� � � 1 i�� T C�C ��`o i�i�-��Ti-� E�'�;T E�EVF�T I DN �� T� T I i=� i��,l �-��F`�;ET ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- B�3 B� -�� ?��24 � a�� 1 17 �4�4647 0�7�� _; ��:= o'=11 12 + 1�i o 61 22 0� 1 R I ;�� 1 1 �2 C�P'� Mi=�N 7 �(� � 1�i o 38�8 2404`=�77 a��E4 �� o�C� 1 �+ 4 � o�� 1 � o?� �T , �� i,; � 1 1 -� 1 i ; � �- �� _7 ��,I / � i�'� �_ , � o i�, `�, =, - 4 _ �, �� a = '� �� - � � � �� I � i � h U J i_ � _ P�1 � BENCHMARK DATA � �.F i: X., a;K # Y I. .k ;K r, x �.Y• 'A� �k :K JK k k: Y . A A, i. A . �I: W . ._ �.Y A :Y :1. � I' i. x GM 1�'i EI E� 1T I ON =�3 � 4� N ��'�2�-,� E >484�� _ S I�i T I C� N 1 �� i�� 7 1 0� iZi '�� E� T 14iJ!_!MRF�'`� x + r _ .. �: r. , w �.r. �+. � r �v � , ., � € .. .� r :r i. W x e ,, _. � �. � k a � ,. ._ + -L- STA 10 + 95.00 BEGIN CONSTRUCTION LOCALIZED PROJECT COORDINATES N= 750,257.0644 E = 2,484,530.1318 vir.�v�-r�s�rr.�ur: -L- POT Sto. 10+6297 = -ORI- POT STAIO+OOAO -DR1- STA 10 + 95.00 END CONSTRUCTION LOCALIZED PROJECT COORDINATES N = 750, 331. 0633 E = 2,484,637.6187 -DRI- POT Sto. ll N 4 0/' 25.9' W � � � � n� �� V —L — BlG OAK ROAD l SR 1500) NCDOT BASELINE STATION "BL-3" LOCALIZED PROJECT COORDINATES N = 750,243.5117 E = 2, 484, 647.3753 1 2 7 . . . -L- STA 13 + 95.00 END CONSTRUCTION LOCALIZED PROJECT COORDINATES N = 750,281.8411 E = 2,484,829.0761 TO FORD RD (SR 1503� N 84 53' 45.9' E 1�lOTE: DRA WI1�lG 1��T T� SCALE � � � NC GRID NA� 83 NQ 2011 NCDOT GPS STATION "730113-1 " LOCALIZED PROJECT COORDINATES N= 750,373.0784 � E = 2,485,866.7383 \� NCDOT GPS STATION "730113-2" LOCALIZED PROJECT COORDINATES N = 750, 310. 3808 E = 2,484,977.5064 NOTES: THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING PROJECT CONTROL DATA AT: HTTP:/�WWW.NCDOT. GOU/DOH/PRECONSTR UCT/HIGHWAY/LOCATION/PROJECT/ THE FILES TO BE FOUND ARE AS FOLLOWS: TIP 730113_LS_CONTROL.TXT SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT. IF FURTHER INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT. � INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL BY THE NCDOT LOCATION AND SURVEYS UNIT. PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM. S UR T�EY C01�lTR�L SHEET 17BP.Z.R.81 FINAL ROW /EASEMENT POINTS �' �:_ � W ��1 �==, h' I � : �� h' �' I� h M �� f�,l � � ��.I � �� `�� f�l � f�J � �i � - � H� I C� f�� `-� T �� I 1 U DJ i�� I- `-� � I I�'J U�� I I-I I- �� '� T _ 1 L �— i i� i;=� i;-'i 4 i� f�, ii i i;� 7� i� 2;` �, �_� s_ (- � 4 �� 4;' __� �'i -� 1 i;_'i I 1��`=i�i� o f�i%7 �i� o�� %'��24� � � 1`=�I;�� L4r'�4 %�' % � 1� 1 �� _ 1 �' � i ��'i � �� i�'i =, i,�i 9 �i i i ? �� i �i ; � �� - '�i — — � —� _' 4 i � ; = i; i -' iF�i I 1 i ��l o �,� �� 4 I: � o�'i �,77 �� ;- � 4 �'- -1 ,- —� '�! 4 i �'^� ;' l%'� _ l _ + �; � o I;�I (�'i I � o �71 �'I � �� (,�I `; I� '� I � li�l �� ; - i — � '�'I '� . � "I r � r� � F I.�I _ 1 _ � �� i'1 — � ; � i; i (� ?'�� 14 � � �.�i 1 1 L � �' 4 % � �i o �i �, �, �il _ ]. �_ + �, �, �; � �i, � �, �� G''� �i %' ' � - I �_ — � _' `� �' --� F _; =� � ; � �<_� i 1� 1._ ! � i-'� i �� `-� 0 1 F� i�� ( i�; l�1 C �;�=i 1 r=; %��-' 4(_ �- a"J �; [l� _ 1 l + � �� o I,%I 71 — 4 I��I . I��I � J � �� I� � �-1 'r� _; `' '-1 �� _' � r-; /� �� _ r (,71 I` , I �l � 1 1 � J`� o i,�i,�'� — ;�10 �� 1 %r�i,��,:,,� � ='S4!;'i �4 - � �=��,�- a _ / -1(-� �.� � �� ' �,, �, � ��' �� _��_°�'�� ' �� _��\� �� Point# Chain Station Northing (Y) Easting (X) 1 L 10+00.00 750258.0106 2484435.1636 2 L 10+50.00 750256.5345 2484485.1378 3 L 11+00.00 750257.2319 2484535.1290 4 L 11+50.00 750260.1015 2484585.0427 5 L 12+00.00 750264.4934 2484634.8493 6 L 12+50.00 750268.9415 2484684.6510 7 L 13+00.00 750273.3896 2484734.4527 8 L 13+50.00 750277.8378 2484784.2545 9 L 14+00.00 750282.2859 2484834.0562 10 L 14+50.00 750286.7340 2484883.8580 11 L 15+00.00 750291.1822 2484933.6597 12 D R 1 10+00 .00 750261.1987 2484597 .9621 13 D R 1 10+50 .00 750306 .2110 2484607 .7079 14 D R 1 11 +00 .00 750336 .0510 2484637 .2678 Natural Ground DETAIL A SPECIAL CUT DITCH ( Not to Scale) � O'� p�'.� et �'I ��,�c�c D � Min. D = 1.0 Ft. Front Ditch Slope F ROM —L— STA. 13 + 2 5 TO STA. 13 + 75 RT Natural Ground DETAIL B SPECIAL CUT 2' BASE DITCH ( Not to Scale) , o'� Front 3• p `3�' �e< Ditch � F��'� Slope � Min. D = 1.0 Ft. B = 2.0 Ft. FROM —L— STA. 12 + 60 TO STA. 13 + 75 LT GROUND D ETAI L D RI P RAP AT EMBAN KMENT ( Not to Scale) GEOTEXTILE 2' F ROM —L— STA. 12 + 15 TO STA. 12 + 2 9 40 TONS CL II RIPRAP W/70 SY GEOTEXTILE FROM —L— STA. 12 + 42 TO STA. 12 + 60 45 TONS CL II RIPRAP W/80 SY GEOTEXTILE Natural Ground D ETAI L C STANDARD 'V' DITCH ( Not to Scale) � \ D 3� Natural Ground Min. D = 0.5 Ft. FROM —L— STA. 11 + 25 TO STA. 11 + 50 LT BEG. ELEV = 51.65, END ELEV = 50.55 . /� � �� ` � � �� J� 1'� '� � � � �S\�@�� _C�� J�ll 1� � � � _, _ �� - ��) � y' �' `� � � � �� _6 �� , �� :� �-� � ��`� __ � ��_ IM PACT LENGTH WARRANT POINT ��N�� TOTAL FLARE LENGTH W ANCHORS ATTENUATOR REMOVE DI S T. TYPE 350 ALN. BEG. STA. END STA. LOCATION SHOUL EXISTIN REMARKS FROM APPRO TRAILI GREU SHOP DOUBLE APPR. TRAIL. WIDTH APPR. TRAIL. G GR STRAIGHT CURVED FACED END END E.O.L. ACH NG END END �E-III 350 TL AT-1 G NG END END 3 -L- 11 +75.25 12+09.37 LT 23.41 20.34 4.89 7.89 1 1 -L- 11 +28.12 12+09.37 RT 81.25 4.42 7.42 50 1 1 1 -L- 12+56.62 13+59.12 LT 102.50 4.42 7.42 50 1 1 1 -L- 12+56.62 13+59.12 RT 102.50 4.42 7.42 50 1 1 1 SUBTOTAL: 309.66 20.34 4 3 1 ANCHOR UNIT DEDUCTIONS: Type-III @ 18.75' Each -75.00 TL-3 @ 50' Each -150.00 AT-1 @ 6.25' Each -6.25 LESS GUARDRAIL DEDUCTIONS: 84.66 14.09 PROJECT TOTAL: 84.66 14.09 SAY: 87.5 25.0 4 3 1 F.XCAVATION S TATION S TATION TOTAL UNDERCUT IlVIBANI� BORROW WAS TE LINCLAS S . -L- 1095 -L- 1209.37 28 16 12 -L- 1256.62 -L- 1395 67 141 85 -DRl- 10+11 -DRl- 10+95 24 20 S UBTOTAL 119 178 85 12 TOTAL 119 178 �� 85 �� 12 �� LOSS DUE TO CLEARING & GRUBBING -5 5 -12 -12 PROJECT TOTAL 114 178 79 EST. 5% TO REPLACE TOP SOIL ON BORROW PIT 4 GRAND TOTAL 114 178 83 SAY 120 90 LENGTH OR SQUARE LINE STATION STATION LOCATION AREA WIDTH YARDS -�- 11+60 EXIST BRIDGE C� 1,188.50 132.06 -�- EXIST BRIDGE 13+10 C� 1,263.16 140.35 TOTAL 272.41 SAY 280 . /� � �� ` � � �� J� 1'� '� � � � �S\�@�� _C�� J�ll 1� � � � _, _ �� - ��) � y' �' `� � � � �� _6 �� , �� :� �-� � ��`� __ � ��_ LIST OF PIPES, E1�lDWALLS, ETC. (FOR PIPES 48 I11tCHES � U11tDER) J ENDWALLS W a w m o ABBREVIATIONS m - � w a� o � o � z STATION Z � a a J ~ a~ � n M FRAME �� N a R.C. PI PE R.C. PI PE z� c� c� C.S.P. PI PE AS NOTED a o� ° u, w o � o � a > > � CLASS III CLASS IV � � � J � = GRATES � � N N � � w w STD.838.01 � � a� � W o o ao C.B. CATCH BASIN v � w J J v OR � N o Z+ AND HOOD v o�o o�o o N.D.I. NARROW DROP ,J W W Q N � " a � � a ~ a STANDARD o � `�! � � ; INLET � � O > > � STD.838.11 � v N o� N N o N � 840.03 � w � � z z � (UNLESS � y� � o D.I. DROP INLET � — — NOTED N N �, � � � a � N o � G.D.I. GRATED DROP INLET Z OTHERWISE) LIN. o tn v O � � � � � �' � � � �' � o G.D.I.(N.S.) (NARROW SLOT} `" � � "' � ~ O° � r " J,g, JUNCTION BOX a FT. � o 0 0 0 0¢ a �� Z � � SIZE o 12" 15" 18" 24" 30" 36" 42" 48" 12" 15" 18" 24" 30" 36" 42" 48" 12" 15" 18" 24" 30" 36" 18" 15" 15" 24" 24" 36" 48" 48" 18" 30" 30" CU. YARDS � � N r °r° r' � � � p�., �M., � � cn t� ci M.H. MANHOLE A B o W o 0 o p p =��' o�w �� r � � m T.B.D.I. TRAFFIC BEARING J ��ri � j � � o�o o�o o�o � � � _ � � > � z V m a ° L�i � � � � � � � x x w � � � � � o � � w a � z DROP INLET = w � p�� o M o� o = w a m W a � � T.B.J.B. TRAFFIC BEARING o z � z¢ m o � c� o� � o¢ m¢�� a � ¢ a JUNCTION BOX THICKNESS ~ o o � TYPE OF � � ' � � � � � "' Z J � o o m Q_ _ _ w w �� o z a w � OR GAUGE O O c�o c�o c�o c�o ti ti o o a a � a a�o GRATE w N � w w w w� � ^^� O° �� W 0 Q� � W � � p � H o 0 0 0 0 0 � � c c C� fn x Q ao H � p H t9 m � p � a a a ¢ � vi v� o O � ' ' '� '� +' o o � � � oa z � z m o a r�� Z Z o� V? o� � � m~ a ots t± � 0 o c > > > > c> > > c� Q = Q � x � � � � � � � � y — c~n � �n � � N W z � � W � � °- v �n � _ _ _ _ _ _ _ c� m o > > � cn � Q c.i c.i .-�a � °r U ca.) U ca.) U ca.) ca.) ca.) w o 0 00 � Q _ _ 0 � � � � � � pp m m x x � 0 O w � w p O O a in �n ¢ � � � � � � � � a �i � c.i E F G o c� o o t� t� t� c� t� t� c� �� r> ¢ c� m c� t� c� c� a REMARKS SHEET4 -L- 11+88.00 LT 0401 54.15 1 1 1 -L- 11+88.00 CL 0401 0402 50.98 50.89 28 -L- 11+88.00 RT 0402 54.20 1 1 1 -L- 11+75.75 RT 0402 0408 50.89 50.82 24 -L- 11+63.50 RT 0408 54.11 1 1 1 -L- 11+62.90 RT 0408 0409 50.82 50.76 20 2 7 -DR1- 10+30.00 CL 0407 0405 50.55 47.92 80 28 REMOVE EXIST. 15" RCP -L- 13+04.00 LT 0403 54.18 1 1 1 -L- 13+04.00 CL 0403 0404 51.01 50.92 28 -L- 13+04.00 RT 0404 54.18 1 1 1 -L- 13+04.00 RT 0404 0406 50.92 50.78 16 2 7 �.� � �� ' �,, �, � ��' �� _��_°�'�� ' �� _��\� �� PARCEL NO. PROPERTY OWNERS NAM E 1 JAMES W. CLAUDE III 2 THE BUNTING FAMRS INC. 3 JAMES C. CHRISTOPHER 4 JAMES W. CLAUDE III PROJECT REFERENCE NO. SHEET NO. END CONST RUCT lON -DRl - POT S ae ll f02.44 /7BPo2eRo8/ 4 � -DRI- POT STA.10+95.00 �w SHEET NO. N 4� O�' 25. ��,W �- ROADWAY DESIGN HYDRAULICS VV O� � J A M E S W o C � A U D E I I I 2 '� ENGINEER ENGINEER D B 2 0 5 8 P G 7 q 6 -ORl - PT Stae l0 +93e14 0 i, �i, �'� � c� +25.00 �� - THE BUNTING FARMS ��JC � - � -DRl - PRC Sta. l0 +59e25 � � � � � 3 9 . 31 , � 70. 0 ' �� ' o0 , �� DB 232 PG q77 - , 0 -L - PC Sta. l0 +00.00 0 4 0 5 Q ;: Z RIPRAP AT �,(� + 65.00 EMBANKMENT INV. OUT = 47.92 ' 70.00' SEE DETAIL D / RIPRAP AT EMBANKMENT UTILITY POLE TO REMAIN. CARE SHOULD ,,1/ � , E SEE DETAIL D �BE TAKEN DURING GRADING ACTIVITIES �v� � , � ' _ -I-SO.00 �� PE� � �� CLASS II RIPRAP DOCUMENT NOT CONSIDERED FINAL �� 40.20 �� 5 �� C,/ �� F � + 75.00 PL.ACE TO EL. 53.2' UNLESS ALL SIGNATURES COMPLETED ___ - D R I- P C S t o. 1 0+ 2 4. 9 8 � E X��T �,,� • 4 � o , ( S T R U C T U R E P A Y I T E M) � � �' ; T � �� : �'.�' + 60.00 44.00 SPECIAL CUT / 50' TAPER � 8 �� - - '' ;'J + 40.00 IN . N p40 � � 15' N � ' rn °� � � 39.00' � TO EXISTo _, • ,� _ 2 BASE DITCH END CONSTRUCTION � o � - �, " �_� �= -_ 40.00' = 50.5 QpE ___ pDESEE DETAIL B + 50.00 �- , �- T R / �`J '��- __ `_ _ ; � � '� � -L- STA. 13 + 95.00 � � + 30.00 E �� -PDE � � PDE PDE � �'� - ________ PDE 38.00 ' _ 30.01' _ R P-I . �� ' ��' � ----------7� --- -�, p� + 65.00 fQp , , _ , __ --- =�EI�� : , � � . F 30.00 ; STANDARD V DITCH - � ,� � SEE DETAIL C � �, � TB � ��,�_ � � �- �� TB 0403 � � �� - � P ,n - � �� F � �� 2G1 � � ' � �� V� � ' 2G1-�� - � � � � - - - - , � � � �- � '�� ;�_.� -, , _- _ o _ � � � U _, -�;� -�� -- �,. ---- , � � � -$et-- �� \ _ ___ , . _ _ __ l5 +00 ,� - 8a� �., F - - V _ 4. 5 � - - -- i + � 7 -- ir � r� . N � - � �- � �� • o o �0 0401 0 �� PROPo � �� > o `'r' � � � � � �� SBG -� - � � , � _ _ - N 84° 53' 45.9" E � _ - o p TB ,�: r �, X - -. , � ' 0 2G1 0 040 , ��j - �' � � . 0404 0 "� � _ ,� � , ; � � � � ' ' .' ,- _ -- BEGIN CONSTRUCTION ��__ 80/ ' � F -� � , ,, , _ -., F - 8`� ' __ , - -L- STA. 10 + 95.00 - - - - - - - - � - - - - - - ' - -- - _- --'---- 0408 =- ------ -- -- I TB � �'/ - _ _ � ' - - T � '---------------- 2G1 -� � -- ---- ,, EX�S T R!'` ; 2G1 15�� F 2 TONS CL B cn 0406 F-'--- __ ,-�'� +60.00 , _ � � - ' � , � � - 7 SY GEOTEXTILE E� ' ,^ �,,-�. � + - _ - ' ` E INV. OUT = 50.78 PDE PD � '- -'"� '� �, �� ' 50' TAPER P E -� o � � + 55.00 + 90.00 � + 0.00 � � 25.00' 3 B L- 3 o c�.� 30.00' 35.00' 30.00 35.00 30.00 , 35.00 + ' , To ExisTo , � : , +40.00 " �P� JAMES Ca CHRISTOPHER =� + 58.00 25.0 + 30.00', 35.00' 30.00�, 39.00� 0409 �P ' D B 2 0 5 8 P G 7 q 6 � m UTILITY POLE TO REMAIN. CARE SHOULD SPECIAL CUT DITCH �� A M E S W o C L A U D E I I I 2 TONS C� B + 73.00 � , S BE TAKEN DURING GRADING ACTIVITIES SEE DETAIL A - RIP RAP W/ 30.00 , 42.00 �� D B 2 0 5 8 P G 7 q 6 7 SY GEOTEXTI LE N 5� 06� l4.1° W � � _ , AT-1 �� ,;- --- INV. OUT = 50.76 o c� „� r, R-20 R=15' �r 4 -L - PT SfCIe ll f6/.40 -L - POT Stao 11+62e97 = �O �'` ��" TYPE-I I I N 84° 53' 45.9" E TYPE-I I I GREU 350 TL-3 - -DRI- POT STA.10+00.00 `9 �,,, ' RIPRAP AT EMBANKMEN ,� c SEE DETAIL D �N R� N N �- '= cv i ,' BEG B DGE o � o END APPROACH SLAB -� - -DRl - �` m m � cf, � C LAS S I I RI P RAP , I -L - Sto. l2 +09.38 � , o o Q -L - PC Sta. l2 +67.50 �_ PLACE TO EL. 53.2 Pl Sta e l0 +80.83 Pl Sta l0 +48.06 Pl Sto l0 +8/.89 � `� �' (STRUCTU RE PAY ITEMj BEGIN APPROACH SLAB o� END BRIDGE p= 8 02 28.9 l LT ) 0= 98 /0 05e2 f RT ) 0= 97 05 /6d9 f LT J � � �; -� - PC Sto. ll +98.50 0 0'Y' �' o-� - Sto. l2 f56.63 D= 4° 58' S6.1° D= 286 28' 44.0" D= 286° 28' 44.0° \ � z L= l6l e40' L= 34e27' L= 33.89' ' z C � T= 80.83' T= 23e08' T= 22.64' I TYPE-III - TYPE-III � - cn GREU 350 TL-3 �n GREU 350 TL-3 R= l9/50.00' R= 20.00' R= 20.00' o \, SE_ = Oe06 SEE SHTo2D-1 FOR DRAINAGE DETAILS � � BRIDGE SKETCH V 55 m h BRIDGE HYDRAULIC DAT A ' . �; � ; . � � �� _ : , , � � � � � � srR #730/l3 Sta. �2+33 -� - _;, , �; � �� .� � � � � � � � � � _ � � ; _ � � � � � � � �� _ �_ BEGIN CONST RUCT lON _ ii II 1 ii f 1 I III II I Ii 1 II i I11 i i 1 I Iiii I i 1 I__ I _ _ _ _. -,-._. _ L _. _ _ _ _I_ _ _, - - _ -- - --• - --- - - -- _ _.J�L _ � � _ _ _ _ _ I_._I - - - -L _ _ _ - _ -.J - - -- - - - _.J- - - - - I_I_I _ _ I_. I � _I __ _ � � i I . �-- , _ _ -- - - '' i DESIGN FREQUENCY = 25 YRS , , ��! -- _ - � � � � � � ��;� I I I_ I_ I ;, -DRl - ST Ae lO fII oOO - � 64 '� _ _ _: � �_: _ �_ _ _� _ --.- ; - --- - � _ _ _ �-: 64 � � DESIGN DISCHARGE = 600 CFS -�--:_,�_-� _ '- � -� _�_T : � � � : � - -� �- ' . - -- -� -�- - o � � �� , ,� � � L- : A llf6 9 �� _ BEGIN CONST RUCT lON . -----r _ = FT _ � _� - � DESIGN HW ELEVATION 52.2 ' I : z _ _ __ �. : -BEGIN BRiDGE _ � , l00 YEAR DISCHARGE 900 CFS L ST Ao l0 95oO� �� _� -� __ _ ioo rEaR FREavENcr - _ ' _ - _ ---- --- l2 f09o38 Pl = l2 f35o00 � - �oo rRs EL--- 53049 L- Stao _� __ 6O � �, �, ' s l00 YEAR HW ELEVATION = 52J FT �� -.-.-;`_-; _ -- .- i--.'--:�,__�� ---- - EL = J�J�o�,3� -_! i __ � _ � _ _ -' -_ - � __ --- �- = Pl ll f30 00 ,-, �- - -� ------- - , _, ; _ �� ! V C - l30 - OVERTOPPING FREQUENCY = 500+ YRS - ° i-- �� -_ �_: �� - - - ._� _ i_ T _ � i_ �_ _ �-- � � _ � _ _ ��i - ! OVERTOPPING DISCHAR�E _ 1,390 CFS - � _ EL = J�.3oSI -�_ - �__ � � _ �L_ - _��-� - � , __ �� . K = 6/ ,� � _ � _ �_ _' '--_ -�' -� - I OVERTOPPI G E E Tl0 = 53 7 FT - � �__ �_ _ V C = 7O __ __ __ _ �_�- � - , __ _ _ __ _ - - --�-_-_- _ _ END CONS�RUCT fON _-- -__ _ - --- -- � -L - ST Ao _ �- - _ i--�-�� ' ElV D CONST RUCT lON _� ___ _ _ l3 f95a00 �__ _�_ : ' � �=DRI - ST Ao l0 f95o00 = E� - 53088 __' ' 60 _ � I�� ._ i � ��: � _.__ _,�, i _ __� �- �-�'� EL = 52a6/' � _i� _ _I� �_ �_ i ��_ - - --�-- _ N � va N . � _ � �� - , � , V = 45 m h , �,I_ � � _ �-��-�: =:1 __: _ 6 � -�L - _ -� __�' NORMAL WATER SURFACE ELEV = 47.6 FT ', - --- j�� K - 2�6 i?�� : /� I I `I � LI MI %S OF - .�� _ �� '� � _'� 5 DATE OF SURVEY = 3/09/20/7 PROPOSED GRADE V = 77mph ° � -10 8762% � MILLING , ; �, _ �� _ _ ; ; � , , , , i � , o C+�1o2543� � � � � �� _ __ - _---- -- �-- -- -_---- / o ___ ----- ------------ ------- - - �� __ � _ -�-� - � � � 0 _ -- -- -------- :� --- -- - � � � ------ � �� +�Oo93 - -- ------------- -------- -------- --_ -��.6 � � �ao,� 56 _ _--- -----.--=---- -- --_ ------------- ----- -------_ _ � � - ' . . . .. _ . I _ . , � I ��.r� II r. ,�� II ��I�I�� .� . . . . . . . . . �� . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . o . . . . `` 0 1 . . . . ' END BRIDGE � -�0 4300/ � 52 - � I I I I � � � �_j_�_ � �, � � o �. ,-- --� 52 �� - � � � � ' � i � _ : _ i i � _�_ • , i _ _ _. �_�_ _�_._.�� ,_- __ � �--- ---- � _ �-� - - - -___ _ . � l +)0. 000% I � � , ; � , , _ , +) Oo9800/ -- � , - �. � _ _._ '_ :__ _ _ __ __ _ _:_---- - - � � - _ �'� I _ -�J --� _ �= ' EXIST lNG GROUND I_ _ ___:__ L Stao l2 f56a63 ----------------------------------------- � �; - _ _ _ .,.,' I I _ _ I � _ � � � _ � � � � �_ , � � I I-I -t-:-:-.- I i � ,�,_ , _ .._.._.._ .._.._.._.. --- - � �`__: �� u �_ � -- � � � _ � �_� , � ; �_ ,o._.._., ._� .._._. ._.._.._.._.._.._.._._.._:._. _: .._ .._.._.._.._,._ ._ _.._.._.._.. _.._.._.._:._.._.. _ _ , , i FQ ! -i---- - � .... i_ i _-. I---I i i i _ i I i I_ I------ i I I__-- ._ I I i -- � eJ✓o0� , --- __ -I-___--. _ � i - _ .- - - - -- - - - - - ----- - -- ._- _. � ' I� �i- �__: �-i� �_ is�_� � � ��_�----=__ � �_i_�� -- t�� - i ) � ; _ _ _i_____ _ �]� I - -- I I _ _ -__--- I _ _ _ _ _ ��l _.. i i ii- _ __ -- i i - -- .__-- - - -- i� - - - --�--- - _ __ ___ � �i__ 48 � �, - �, � � � �, �, � �; �, � ,,, ,, , �� END SPE� CUT � � 48 � I I i� i I I i i I I I i I i I i � i I I I I r" _,- i II I I I i i I I I I I I �' � IJ� , , -��,,�-. . � � i i I i ,-, _. __ _ _ � -� : , _. I i� _ / _ _. ----- - . _- __ � �� I I - ,- -,_ I V' ' � � ', � '� ' �, � �, � � '� �� - ' '� . '� ' . '� -' � � -- -� � � , � ,� BEGIN SPECo ��JT � �� 2 BASE DITCH _ _« � � � _ � � _ LlMITS OF � � . � _ � � - � { �� l �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 I , l�i^ - - ,, + --_"- _ - �1-1 - - - - -- � � � � � � � � � : _ .__..� __, 2 BASE DITCH __ � �__ � STAa /3 _75 _LT _�,_� __ �- � � � � � � � � � � � � � � ,--MIL-L-ING ,-. � : -- � � � � � , __ _ _ __ _ -- , � �i�� i �_ � � � � �� '` `� _- � � �, ; � PLA11tS PREPARED BY : �_. ; 44 _ � ; �; _ _ � � - �� - � - � -� � ---- �� ' -�� --_ ; ,-_- _ _; _ � - � � - - - � --� -� -- � � - ,; -� � ST Ao /2 60 LT - ELEI/o 5002:9 - ----� � �� , ,� �� 44 �� - -� � � _ � � - : � _- �- - --_ _ - � � � -� �_' _ _ j - - - - -I I I - - -- _ _ - _ : �_,__ _ � _,. ; 4 / - _ I _ i ��, _ � � � � ; ,,, � . � -- � � �_ ELEV o 906 END SPECo CUT V DlT CH � _ � _ � ; , ;, � ,� , � _ ��_�� _ � � �� I� � � --�-- � �- -� -- - --�� - � -� � �-�-- � � � � � � � � � � � - - � � _ _- , : � � - � �_ _ _ . _ _ _ __�_ _ _. _ _ _ �_ - --: ---- ----_ _.�� _ _ �_ .__�_ �_�_ �L ST�Ae 13-�75 �FT � _�_� � _ _: _ _� � _ - _ _ � _ _.- __ _ - - - ----- -- - ; , �� i i i p �/ I �_I_ --- ._� _ I � � 1 : - -� � _ � _ � _ . � _ _ : : _�_ � � _ _ : . _ �� __ _ � �_ - �- -� -�--- � _ � : � _ _ �_ o � � ' � � � _ � � , , � _� � � i UEGI N SPEC CU� V �DI T Cl� l � � _i_ _ � RUMMEL KLEPPER & KAHL LLP � �Q � , : .. . � . ___ . , : - . __. � . . � - . - � � � ��o � o�� : : : . I . 900 RIDGEFIELD DRIVE SUITE 350 �0 EL �� . � �� -� L ST`A��13 25� RT � �� _ � �� , � � �� r�� -'_� �_�___- --- - ��_�_�' �__- __-�---� ,_-'=-'-'--'--��-'---------_�--� -� �_�----�-�-- --�� -��----�-� - �-��'-��- ____---�_�_� -'-'_�_-�_____-----'---�-'--�_'_�__�_ ____�__�_u___�__�: _ �I � � � � ° + � � � � � �� __ �-_�---- -----�'_��_-��--- I � ___ _ �_. � _ I_��_� �i RALEIGH, NORTH CAROLINA 27609-3960 �� ' �__. -_1__ .-- -�--�-----�----�--. _�_ _. _I_'__--- ---- -----�-I--------- ----�-�----°--' �---------�-� I-��_ _ _. -_ __--- -------- -�-I---------- ---�-�-�� --�---- _-�--__-�----�-�----- -�-�---°-----�----. '_I __. --. '_ __. -_ _. . �, --- -�-- � �-----�---. _�._- �_____ . --� ----�-----�-----I_ _-------�-----!-��-----� ----- -�---- �_�--1-----1----- I-_I------ -------_-_- _-I-I-------------�--- ---- � � !-----!----!_�- . _ . ._-� -_�----�-----� �-___-----1-------- -�-- -�-- . -1-.---.- � NC LICENSE NO. 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