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Home My WebLink About20171049 Ver 1_Build Maps_20170818H1gt1Wd�� North Carolina Department of Transportation ,' �� Storyi�wate�~ ` ,,. .��1,� Highway Stormwater Program �~_ STORMWATER MANAGEMENT PLAN � (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 48058.1.1 TIP No.: B-5864 County(ies): Yancey Page 1 of 1 General Project Information WBS Element: 48058.1.1 TIP Number: B-5864 Project Type: Bridge Replacement Date: 2/13/2017 NCDOT Contact: Paul Atkinson, PE Contractor / Designer: Craig A. Freeman Jr., PE Address: NCDOT Hydraulics Address: NCDOT Hydraulics 1020 Birch Ridge Road 1020 Birch Ridge Road Raleigh, NC 27610 Raleigh, NC 27610 Phone: 919-707-6707 Phone: 919-707-6721 Email: patkinson@ncdot.gov Email: cafreeman2@ncdot.gov City/Town: County(ies): Yancey River Basin(s): French Broad CAMA County? No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 0.065 Miles Surrounding Land Use: Residential and commercial development along the roadway and forestland along Brown Creek Proposed Project Existing Site Project Built-Upon Area (ac.) 0.3 ac. 0.2 ac. Typical Cross Section Description: Two lane roadway with 11 foot travel lanes and 8 foot grass shoulders. The proposed Two lane roadway with 11 foot travel lanes and 2 foot grass shoulders. The clear bridge width is 42 feet overall with 38.5 feet of clear roadway. roadway width of the existing bridge is 30 feet. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 2900 Year: 2038 Existing: 2600 Year: 2018 General Project Narrative: B-5864 is the planned replacement of bridge 49 in Yancey County. The existing structure over Brown Creek is a RC Spandrel Filled Arch widened with RC floors on I-beams (Description of Minimization of Water with a total length of 30.5'. The proposed structure will be a single span 21 inch cored slab structure with an overall length of 50'. A single span was used to minimize stream Quality Impacts) impacts. The final proposed structure does not require deck drains. The detour structure has a proposed minimum bridge length of 55' and will be a single span structure with no stream impacts. Waterbody Information Surface Water Body (1): Brown Creek NCDWR Stream Index No.: 7-2-52-28 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Trout Waters (Tr) Waters (ORW) Other Stream Classification: None Impairments: None Aquatic T&E Species? Yes Comments: Appalachian Elktoe is mentioned in the CE but states it "May Affect Not Likely To Adversely AffecY' NRTR Stream ID: N/A Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) � `� See sneet �-A l-or lnoex ot sheets BEGIN TIP PROJECT B-5864 —L— STA. l2 + 25. 00 �� YA1�lCEY CO U1�lTY PERMIT DRAWING SHEET 1 OF 7 LOCATI0IV: BRIDGE NO. 49 OVER BROWNS CREEK 0111 111C 80 TYPE OF WORK GRADING, PAVING, DRAINAGE, AND STRUCTURE SURFACE WATER IMPACTS PERMIT � � NAD 83i1`�A 2011 BEGIIV BRIDGE -L- STA.13 + 94.88 APPROACH SLAB -L- STA.13 + 84.00 � \��SITE 1 \ � � � �� — TO B USICK � _� - rNc so� _ / � —DET— / BEGIN DETOUR BRIDGE / / -DET- STA.14+12.50 � O CONSTRUCTIOIV � u��r�r n�Tn»n �n��cTni��T�n�r -L- STA. IO + 28. 00 —L— STA.10+36.71 DET— STA.I0+36.71 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. THIS IS NOT A CONTROL OF ACCESS PROJECT. GRAPHIC SCALES DESIGN DATA 50 25 0 50 l00 ADT 2018 = 2600 ADT 2038 = 2900 PLANS K = 9 % � _ %0 % 50 25 0 50 100 T= 4 %* V = 50 MPH PROFILE (HORIZONTAL) * TTST =1% DUAL =3% �0 5 0 io 2o FUNC CLASS = MAJOR COLLECTOR PROFILE (VERTICAL) REGIONAL TIER , PROJECT LENGTH LENGTH ROADWAY TIP PROJECT B-5864 = 0.055 MILE LENGTH STRUCTURE TIP PROJECT B-5864 = 0.010 MILE TOTAL LENGTH TIP PROJECT B-5864 = 0.065 MILE W � �� B-5864 48058.1.1 BRSTP-0080(t 48�58.2.2 I I� PE WW & UTIL. -L- STA. 14 +47.13 E1VD APPROACH SLAB -L- STA.I4+58.00 E111D TIP PROJECT B-5864 �—L— STA.1 S + 70.00 SITE 2 —L — (NC 801 TO MICA VILLE — ---� — -- — ---�. -------1------- -DET— E1VD DETOUR BRIDGE -DET- STA.14+67.50 E111D DETOUR C011tSTRUCTION\ —L— STA.18 + 14. 90 DET— 18 + 24.07 E111D CONSTR L —L— STA. l9 + 75. i Prepo�ed !n !he Office of: DIVISI011t OF HIGHWAYS ]000 Birch Ridge Dr., Raleigh NC, 27610 2012 ST9NDARD SPEC/FICATPoNS RIGHT OF WAY DATE: KEVIN E. MOORE, PE JANUARY 26, ZO�% PROJECT ENGINHF.R LETTING DATE: NATHAN N. ADIMA, PE JANUARY 16, ?O�H �'ROJECT DESIGN ENG/NEER HYDRAULICS ENGIMEER P.E. SlGNATURE: ROADWAY DESIGN ENGIIVEER SlGNATURE: P.E. DOCUMENT NOT CONSIOERED FINAL UNLE55 ALl SIGNATURES COMPLETED � w � SITE 1 SEE E11tLARGEMEI�T SHEET 4 OF 7 26 oa wonbs cees � /� SITE Z SEE E11lLARGEMEI�T SHEET S OF 7 '� � �' � � �� -- — �; � i —� �� e° �� , r � I❑ � � � '' � .� W 1 � �' I I il � i \ �� I L—_ J INV: 2�35.30 � 1 m m �� I � �N 4 P � � J � �� % r�. 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TYPe ol Liner 41 0 TOGca cx�IlcR� 40�s� � FROM STA.14+24.5 TO $TA. 74-37 -L- LT FROM STA. 15+04 TO $TA. 15+50 -L- LT FROM $TA.15-50 TO $TA.15-88 -L- LT FROM STA.15-i-50 TO STA. 15�i-74 -L- LT FROM STA. 14:24 TO STA. 14-�: 47 -L- LT � � � � c�� aaaaon qing�yen � R:\Hydrauliu\PERMITS Emironmental\Orawings\�5864 Drawing\6-5864 Hyd prm wef.dgn � � � isH � - �� , � � / �T .18+2 59 ��// � ` �6� ��' I / � 16 ; � -+ ��-�i�� " EME�Dr SUE NMCENiY� / E C�- � i ul.�T�' � _ - ��NsrnC-�.�-� �5%RUr.%� � � � `�' � i /�l' � � � � �/� , ��I� r, /j� ? ,� � � � � L� � � � � i � � �� i / � � i � /� , -- �� „�, . �,��:dc .� �aN , / � �� 50' 0' 50' 100' 150' GRAPHIC SCALE �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER z 0 > � — — — — — — —� \ \ � � I � c.� I �� (� m �i I ,�� \ � ►— % Gj � � � I � % pE �� .• ��„ _ � ',�� I' ; = r�i�� - '' �.�s4 �� . ��. ��i�J I� � 2/2 82017 qtnguyen R:\Hydraulics\PERMITS Environmental\Drawings\B-5864 Drawing\B-5864_Hyd_prm_wet_enlarge sitel.dgn NAD 83✓Nq 2011 RM' SHEET NO. DWAY DESIGN HYDRAULIC ENGINEER ENGINEER u��t , . � �� PERMIT DRAWING SHEET 4 OF 7 2 5' 0' 2 5' GRAPHIC SCALE �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER Z 0 > � �W m ' � - � � �1 2282 017 qtnguyen R:\Hydraulics\PERMITS Environmental\Drawings\B-5864 Drawing\B-5864_Hyd_prm_wet_enlarge site2.dgn � I � ; X i � � � NAp 83�q 2011 / , � �1M i-, - �� ,,� _ __ _ __ � __ �� ----- -�;; � .. �, ii n r`_��— , ` RM' SHEET NO. DWAY DESIGN HYDRAULIC ENGINEER ENGINEER PERMIT DRAWING SHEET 5 OF 7 i REM �/ , �; � � 2 5' 0' 2 5' GRAPHIC SCALE �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER 's PROIECT REFERENCE NO. SHEET NO. 6 � B-5864 5 � ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ;...;�....:.�:.�. . `i,�ES� d?.'. � S EET OF 7 � —L— TA.15 70.00 � � � � i -L- ST . 12 + 2 .00 y� - Zqd � �� DE lGN DISC ARGE = 950 CF BEGIN BRIOGE K 97 �� DE lGN FRE ENCY = 50 YR L�, -L- S A./3+96 V 50 MP � DE lGN HW LEVATION = 273 0 FT 2 L�. -L- TAl4+q( � � B E FRE NCY = l00 YR +)► B E HW EL VATION = 273 0 FT 2 TILIZE 4' GAP � OV RTOPPIN DISCH E= 2/2(J CF 2 EXCAVAT TO NO WATER SURF CE e�ev.—z �.r eiev.= ne.ez �►/ RTOPPIN ELEVATI = 2734 0 FT FOOTINGXI TING � ELEV.�=2E25.8' ^ ^ 2 EGIN GRADE CWSS IIRIP P RETAIN E%ISTING / / < < OBSERVED WS =2725.43' CLA55 II R RAP LV. = 2,735.' �� (DATE 1V17201 ) (STRUCTU PAY �TEMi —L— ST . 15 + 5.00 W.S ELEVATIO ELV. = 2,736. 5' AT DATE OF SURVEY = 2�25 3 FT 2 1 ND C NSTRU TION 2 1 BEG N CO dSTRUC ION — —L— "TA.10 28.00 � � � � � � � � � � z � �o �� _ �� . �� _ �� o,� �� 4��a�Ya� �y� � R:\Hydra�lics\PERMITS Envrtonmenrol\Drowings\B-5864 Drow��g\8-5864 Hyd pfl.dgn WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACT URFACE WATER IMPA T Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 14+05 TO 14+08 -L-LT RIP RAP ABUTMENT < 0.01 ** 1 14+17 TO 14+27 -L-LT RIP RAP EMBANKMENT < 0.01 34 1 14+26 TO 14+42 -L-LT RIP RAP ABUTMENT < 0.01 < 0.01 5 9 1 14+31 TO 14+43 -L-RT RIP RAP ABUTMENT < 0.01 25 2 15+04 TO 15+98 -L-LT STREAM FILL < 0.01 < 0.01 83 10 2 15+71 -L-LT STREAM FILL < 0.01 < 0.01 24 10 TOTALS*: < 0.01 < 0.01 112 88 0 *Rounded totals are sum of actual impacts NOTES: ** Length of temporary channel impacts are included in the rip rap embankment and rip rap abutment temporary channel impact lengths from sta. 14+17 to 14+42 -L- LT. Revised 2016 09 09 •, See Sheet �-A For I ndex of Sheets BEGI1� TIP PR OJECT 8-5864 -L- STA.12 + 25.00 TO B USICI� BEGI1� C01�STR UCTI011t -L- STA. IO + 28.00 �� I/�� 1 ` • 1 � 1 �•� . . �`•�� 1 ��` 1 1 1 �� I,� 1 1 � � �\ ll ' � � LOCA TI01�1: BRIDGE 1�0. 49 0 VER BR O W1�S CREEI� 01� 1�1C 80 TYPE OF WORI�: GRADII�G, PA VI1�G, DRAII�AGE, A1�D STR UCTURE BEGI11t BRIDGE —L— STA.13 + 94.88 BEGI11� APPROACH SLAB —L— STA.13 + 84.00 ------- —L — (NC 80) —DET — BEGI11l DETO UR BRIDGE DET— STA.14 + 12. SO � O i BEGI1� DETOUR C01�STR UCTI01�1 -L- STA.10 + 36.71 DET- STA. l0 + 36.71 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. THIS IS NOT A CONTROL OF ACCESS PROJECT. �� . . � .. . —L— STA. l4 + 47.13 E1�D APPROACH SLAB —L— STA.14 + 58.00 E1�D TIP I'R OJECT 8-5864 -L- STA. IS + 70.00 _---- -------------- —L — (NC 80) TO MICA VILLE ---------�---------------� \ E11�D DETO UR BRIDGE DET— STA.14 + 67.50 E1�D DETOUR -L- STA.18 + 14.' DET- 18 + 24.07 C01�STR UCTI01�1 \ E1�D C01�STR UCTI01�� -L- STA. l9 + 7�.00 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIG11t DATA PROJECT LEI�GTH Prepared In tl� Offlce of: HYDRAULICS E1VGIIVEER ADT 2018 = 2600 DIVISI01� OF HIGHWAYS 50 25 0 50 l0o ADT 2038 = 2900 LENGTH ROADWAY TIP PROJECT B-5864 = 0.055 MILE 1000 Birch Ridge Dr., Raleigh Nc, 27610 �� p� ��apyy Qqo K = 9 p�0 2012 STANDARD SPECIFICATIONS ��? �poQ PLANS p— 70 % LENGTH STRUCTURE TIP PROJECT B-5864 = 0.010 MILE P.E. � � SIGNATURE: rvi ,, 50 25 0 50 l00 T= 4 %* TOTAL LENGTH TIP PROJECT B-5864 = 0.065 MILE RIGHT OF WAY DATE: KEVIN E. MOORE, PE �� PROJECT ENGINEER ROADWAY DESIG11t � V— 50 MPH JANUARY 26, 2017 PROFILE HORIZONTAL E11tGI11tEER � Q � ) * TTST =1% DUAL = 3% ��p o �Q Q� 00 10 5 0 10 20 FUNC CLASS = LETTI11lG DATE: NATHAN N. ADIMA, PE ��p� MAJOR COLLECTOR JANUARY 16, ZO�H I'ROJECT DESIGN ENGINEER PROFILE (VERTICAL) REGIONAL TIER P�E� SIGNAT URE: BOU11lDARIES AND PROPERTY.• State Line ----- ----- County Line --- ---- Township Line -- -- City Line - - Reservation Line - - Property Line Existing Iron Pin � Property Corner � Property Monument 0 Parcel/Sequence Number �23 Existing Fence Line -X X X- Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence Existing Wetland Boundary - - - -W�B- - - - Proposed Wetland Boundary W�B Existing Endangered Animal Boundary EAB Existing Endangered Plant Boundary EPB Existing Historic Property Boundary HPB Known Contamination Area: Soil - '�• •�• Potential Contamination Area: Soil - � � Known Contamination Area: Water - '•' '•' Potential Contamination Area: Water - � � Contaminated Site: Known or Potential �' ? BUILDINGS AND OTHER CULTURE: Gas Pump Vent or U/G Tank Cap O Sign � Well ° w Small Mine �' Foundation 0 Area Outline Cemetery fi Building School � Church � Dam HYDROLOGY.• Stream or Body of Water --- --- Hydro, Pool or Reservoir �____� Jurisdictional Stream �S — Buffer Zone 1 Bz � BufFer Zone 2 Bz 2 F I ow Arrow � --- --- Disappearing Stream �--- --- Spring �'��-�_.-.� Wetland � Proposed Lateral, Tail, Head Ditch � FLOW False Sump � � " I' .,�� `I' I �:' (�)� I ��° .� (�) I'� " I' I'-I � �' . �� I'� (�) I ., I \ . ��. , II)� �i' I :�� I (�) \ (�) I .�" I'I � �� I'I ��i' . �� '" � � � ' � ' : � �- � � �- � �� .„ , _ RAILROADS: Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled RIGHT OF WAY.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite R1W Marker Proposed Control of Access Line with Concrete C/A Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement CSX TRANSPORTATION O MILEPOST 35 0 SWITCH �� Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND RELATED FEATURES: Existing Edge of Pavement — Existing Curb — � 0 . W . W . �� W in� � .. _. �� c� �A, E E TDE PDE DUE PUE TUE AUE 0 Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp cR Existing Metal Guardrail T T T Proposed Guardrail T T T T Existing Cable Guiderail n n � Proposed Cable Guiderail n n n n Equality Symbol � Pavement Removal T�EGETATIDN.• Single Tree Single Shrub � � Hedge Woods Line � � � � � � Orchard Vi neya rd EXISTI11lG STRUCTURES.• MAJ O R: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES.• POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole U/G Power Line LOS 6(S.U.E.*) U/G Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) TELEPHONE: Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole U/G Telephone Cable LOS B(S.U.E.*) - U/G Telephone Cable LOS C(S.U.E.*) - U/G Telephone Cable LOS D(S.U.E.*) - U/G Telephone Conduit LOS 6(S.U.E.*) U/G Telephone Conduit LOS C(S.U.E.*) U/G Telephone Conduit LOS D(S.U.E.*) U/G Fiber Optics Cable LOS B(S.U.E.*) U/G Fiber Optics Cable LOS C(S.U.E.*) U/G Fiber Optics Cable LOS D(S.U.E.*) � � � � Vineyord CONC J CONC WW I ` WATER: Water Manhole Water Meter Water Valve Water Hydrant U/G Water Line LOS B(S.U.E*) U/G Water Line LOS C(S.U.E*) U/G Water Line LOS D(S.U.E*) Above Ground Water Line TV: coNc Hw TV Pedestal TV Towe r �--------� U/G TV Cable Hand Hole ��B U/G TV Cable LOS 6(S.U.E.*) U/G TV Cable LOS C(S.U.E.*) 0 U/G TV Cable LOS D(S.U.E.*) U/G Fiber Optic Cable LOS B(S.U.E.*) s U/G Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) • • O ►1 � � -O- O a � HH GAS : Gas Valve Gas Meter U/G Gas Line LOS B(S.U.E.*) U/G Gas Line LOS C(S.U.E.*) U/G Gas Line LOS D(S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS B(S.U.E.*) SS Forced Main Line LOS C(S.U.E.*) SS Forced Main Line LOS D(S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line LOS B(S.U.E.*) U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. - A�G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records - End of Information -W- - W A/G Water - -T�- - - TV - - - -TV FO- - - - -TV FO- TV FO 0 � — —�— — — —G— — —c— a�c cas � O 55 A/G Sanitary Sewer — — — —FSS— — — - — — F55 — — FSS • a � Os - 7UTL - 0 UST 0 � 0 AATU R E.O.I. N O N i w � BE�/N APPROACH SLAB .-�- sra.i3+84.00 ,T-1 TYPE-I I I END APPROACH SLAB -L - ST A. l4 +58.00 �'? AT-, ao I TYPE-III .c TYPE- I� i TYPE-Ilr �� AT-1 M AT-1 �o BEG/N BR/DG END BRIDGE -L - ST A. l3 +94.88 -L - ST A. l4 +47.13 DETAIL SHOWING PAVEMENT TO BRIDGE RELATIONSHIP � APPROACH SLAB u �DA�L MORRIS GIBBS DB ? PG ? ` � � I �1 � �' � �, � ��, TO BUSICK o 0 0 �� S 03°33'S9"' W gROKEN I � Q 111,74' CONCRETEI' / I WALL I / � I BST PARKING \ CELO METHODIST CHURCH � DB m PG 478 '� 5�� 2 3 ? O� S9,F DETAIL A STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground ?•� �•.� Ground d � Geotextile g Min. D= 0.5-3.0 Ft. Max. d = 3.0 Ft. *When B is < 6.0' 6=2.0 Ft. Type of Liner= CLASS II Rip-Rap �ROM STA. 14+24.5 TO STA. 14+37 -L- LT � AXLE S 03°59'37" W 61,54' E m � z � ;'� � � � �� z v= � � W Z I - o W �� Z �' � 2 5 _o �_ � N a BE� � -L - Z �� RETAI N .�` -DRV l - Pl Sto 10+60.44 �= 4/° 03' 0/.3" (LT 1 D = l63° 42' 08.0" L = 25.08' T = l3.10' R = 35.00' SE = SEE PLANS � / � � � \ � � � � ✓ O � � � DETAIL B SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural 1 Fill Ground ?.� p �-' Slope � Min. D = 2.5 Ft. 6=2.0 Ft. FROM STA. 15 + 04 TO STA. 15 + 50 -L- LT DETAIL C SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural � `L�1 Fill Ground ?.� Slope D Min. D=1.0 Ft. FROM STA. 15 + 50 TO STA. 15 + 88 -L- LT S 01°07'20" W , / Pl Sto 10+93.40 0 = 54° 3/' 46.1" (RT ) D = l63° 42' 08.0" � L = 33.3/' � T = 18.04' ! � R=35.00' m SE = SEL�PLANS � m � � .� \ m � g� � `� �m \ �� r z �� O � 6, m DEAN E. & SHANNONm HR�SAWN o,', �B 106 PG 211. SECO TRACT � METAL P ST m �f �� I � � i � �� l� I'� I�I 1 ' � � i i 00°I5'16" S 21°q3'S6" W 19,70' DETAIL D STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground 2.� ,L.1 Ground D Min. D = 2.5 Ft. B = 2.0 Ft. � FROM STA. 15 + 50 TO STA. 15 + 74 -L- LT Pl Sto l5 +77.69 p= 0° 30' 46.0" (LT l D = 0° 59' S9.7" L = 5/.28' T = 25.64' R = 5,730.00' SE = SEE PLANS �� i i � ��---' � O DETAIL E RIP RAP AT EMBANKMENT ( Not to Scale) Ditch �,0'min• � Grade �, 2'0 GEOTEXTILE J Type of Liner=41.0 TONS,CL II Rip-Rap Geotextile=40 sy FROM STA. 14 + 24 TO STA. 14 + 47 -L- LT -L - Pl Sto 18+85.27 Pl Sto 20+42.09 0= 4° 00' 10.7" (RT J 0= l3° 24' 2/.7" (RT 1 D= 3° l8' 00.6" D= 7° 00' 00.0" L = l2/.30' L = l9/.5/' T = 60.67' T = 96.20' R = 1,736.14' R = 8/8.5/' 83�/NA 2 �11 ►�I AD --� iv u�-uts'UU" � N 02°26'46" E , � ^ 36v0 ' 176,77' � � � , � � � � ��\ I � t � � �9�3„F _ I i/ � � � � � S8°8('\ � � I ' � OAXLE �� G+ i \_' �-- I1o59� -------'i , � � � S 04°27'00" W 95049' � � � � � � � i �7�,� �/ ' � � � \ '�'j \'-��_ ------ � ; , � � -'�-/ / ,' % � w o cn ,' � �� / O � < o 0 � ^ i `9 � v �v m cn w� C '� W W � v r i9 0 0� �� ❑� rrl �''i O � %"� ��. � O � i i �, �� 2� m � � 18e03' \ DAVID GURLEY � i i� o �' � -' �- --- -- - .., �,� T, __ I I I L J/C/. /T � UJ.VV I I� I I I I I I I I �I I W N N � O � O � � � PROJECT REFERENCE NO. B -5864 R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 4 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 142,��EIP 42'46" E � � �J6.�� ''<. _ LEWIS J. McENTYRE. Jr, BRENDA SUE McENTYRE LYNDON 0. BURG�N & RITA WILSON � DB 35 - S 3 PG 225 � �� S 74°00'll" E � 45,08'------ , �-- -, , �'-- --- � -- _, ,, 1 ,� ,� HTR � _ - ' � � � \ - i �-� � � ' � i � N 25°59'49" E � � I ��o�� .� � � �EE SHEETS 5& 6 FOR PROFILE� N � N 1 W � 26 >IL MORRIS GIBBS DB ? PG ? � AXLE S 03°59'37" W 61,54' v Q�J�� Pl Sta l0 +99.86 0= l9° 4/' 22.5" fRT ) D = l6° 5/' 06.1„ L = 116.84' T = 59.00' R = 340.00' SE = SEE PLANS �o � N 2/°3g,39„ � RiW MON D I� � O,6, E i � � 1 � a` o � � I '�' �n V � � � \ z � � � ' Icn � � � �� ,, ,, � � �, � o � �, �, , � � � � � � �� \ ,, ��r � � � � � I o�l L � � � �mi Z iil � i� � N i m �� j � II x � � w � I z o x �� -DE _ �T I � � Z �\ � � W O �� 60.Op, � 6? � Z II �' o � � 2 5 � � � � � � � �� I � N � I I 1 � Z �� II ' �I � II � I \�i +`�� '��' / ,� � �� ,ti I �� II =_ __ \ ia„ II � , Nc ao �/ ° , 22' BST �I EXISTING R/Wq I I� � � BL-\ � �� \ � � S "I o� � � � rnI O � WOOD � � CROSS � �I I z v� I � , �� TO BUSICK o 0 0 ��— �2 33'59"' W BROKEN I � a74� CONCRETEI' , WALL I BST PARKING � _ � � � �OC7� � CELO METHOD�ST CHURCH DB m PG 4 78 S�'�- 2 3 O� Sp°�, / / � � � `� ti BROWNS CREEK BAPTIST CHURCH o�`" DB 265 PG 210. FIRST TRACT , �. � FROM STA.11+30 TO 12+56 -DET- RT DETAIL I TEMPORARY RIP RAP AT EMBANKMENT ( Not to Scale) 10'min. Ditch �,0'min• � Grade f 1.0' GEOTEXTILE � Type of Liner= 1.0 TON,CL B Rip-Rap Geotextile=ll sy FROM STA. 14 + 59 TO STA. 14 + 85 -DET- RT -DET - ST A. l0 +36.7/ -L - ST A. l0 +36.7/ Pl Sto l2+17.45 �_ l9° 56' 06.8" fLTI D = l6° 5/' 06.1" L = 118.30' T = 59.75' R = 340.00' SE = SEE PLANS S 01°07'20" W S 01°q0'30" W � 15025' FROM STA. 14 + 71 TO STA. 16 + 14 -DET- RT FROM STA. 17 + 81 TO STA. 18 + 08 -DET- RT ,� � O � o� �, w DEAN E. & SHANNON CHR�SAWN o,? DB 106 PG 211, SECOND TRACT � METAL POST � � , I I i i ( i i i = � � ,� I � 1 �. � � � S 21°q3'S6" W 19, 70' /5 �� i i � \\'-----� ,�� o -DET- Pl Sto l6 +54.25 Pl Sto l7 +69.98 0= l9° 38` 18.7" fLTI �_ l9° 22' 26.2" IRTJ D= l6° 5/' 06.1" D= l6° 5/' 06.1„ L = 116.54' L = 114.97' T = 58.85' T = 58.04' R = 340.00' R = 340.00' SE = SEE PLANS SE = SEE PLANS �— 2011 NA� $�/NA N 02°26'46° E 176077' � �� , �j< N r �� , S ��9�3„F �`� T` / 5 i 8°86" , S 2S �q� �9 >„ . PROJECT REFERENCE NO. B -5864 R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 2B -/ HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �i ..,.,� !,'� Itl - - _ - - - - - - - �AXLE � � -- - � � � 11,59� i � S 04°27'00" W 95,49' � �I � � 8� � �-�-� ------� � � � �` o � � � o � t �o � ❑ � �� v� w� c�, � �, �� W o � i �, � � 2� � � � 18,03'— � � �� — 142,56' EIP N�� I`^ '�' EIP N Q4°42'46" E��-� �''��,'r�,- ,� � �` LEWIS J. McENTYRE. Jr, y BRENDA SUE McENTYRE � L YNDON D. BURGW & � RITA WILSON ,' - " � � DB 353 PG 225 � � � �,� � � , � , � Z S 74°00'll" E i / � _45,08' - - _ � � � ---- � � , i � �------------ � ,-� i �� , � , i � ' � ` i �w HTR � __--- � � � / \", �, , i ��, � i � � � , i � � � , � N 25°59'49" E � � � v � 10,00' i � i i s�� _� i 330 , ��O 9,3 � „ \ ' � �� % / FOR —DET— PROFILE SEE SHEET 5