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Home My WebLink About20161043 Ver 1_B5928 Permit Drawings_20161028� � See Sheet 9 A For Index of Sheets CLEARING ON THIS PROJECT SHALL BE PERFORMED TO LIMITS ESTABLISHED BY METHOD III. GRAPHIC SCALES DESIGN DATA ADT 2012 = 1100 50 25 0 50 100 ADT = PLANS K = % D = % 50 25 0 50 100 T= 6 %* V - 60 MPH PROFILE (HORIZONTAL) * TTST - DUAL �0 5 0 �0 2o FUNC CLASS = MINOR COLLECTOR PRc�FILE NERTICAu SUBREGIONAL TIER i � ; i �� ll ��J� `�/��JI A�� RA11lDOLPH C4 U11lTY LOCATION: BRIDGE 1V0. 750175 ON SR 2614 (GRA11lTVILLE LANE) OVER MILL CREEK TYPE OF WORK GRADI11lG, DRAI11lAGE, PAVING AND BOX CULVERT AT6 9TAT6 PROJBCT RBP6R8NC6 NO. �� B-5928 PROl.N0. .A.PROI.NO. 46371.1.1 WETLAND AND SURFACE WATER IMPACTS PERMIT PROJECT LENGTH LENGTH ROADWAY PROJECT B-5928 LENGTH STRUCTURE PROJECT B-5928 TOTAL LENGTH OF PROJECT B-5928 I'LANJ YKtiYAKtiU UY: ['LANJ YKtiYAKtiU FVK: C ENGINEERING DIVISION OF HIGHWAYS � DIVISION 8 ilY�i(;L[:\'llfl}'��I.ItI).R:\I.CIGII„\("Yl;ll 902 N Saadhi!(s Blvd "I'I�:LI:`�I'J.itlHtiLY-I I�.-1.\ 41'J.]rits.til�lY Aberdeen, NC 283/S = 0.128 mi ��.��r.tir,,��,��x, 20I2 STANDARD SPECIFICATIONS = 0.010 mi RIGHT OF WAY DATE: BRIAN A. WILES. PE JULY 15, 2016 PROJECT ENG7NEER = 0.138 mi LETTING DATE: DECEMBER 2016 TIM WELCH, PE NCDOT CONTACT DIV 8 BWDGE PROGRAM MANAGER HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEER P.E. � DPPCRlPT P.E. 0 -L- POC Sta. 12+45.00 � BEGIN CONSTRUCTION DETAIL B TOE PROSECTION �No�fo cale� �� u tiStcE� s�ove GaoUNo d F d= 2.OFt. c[ore�ae Type of Liner= CL B Rip-Rap FROM STA.14+00 TO STA. 15+70 -L- LT FROM STA.17+00 TO STA.17+00 TO 17-50 -L- LT Pl $�0 /2+04.6/ � _ l0' 26' 55.2' !LT! D = 3' 3d 00.0' L = 29853' T = /49.68' R = 1b37A2' ��i= _____ \ FIELD �� DARRELL 6 SNEILA WRIGNT OB 2M� PC 50i PB �9 PG � 50' 0' 50' GRAPHIC SCALE P/ S�o i7+69.56 0 = 0'37'345'lLT1 D = l' 00' OOA' L = 62.63' T = 3/3l' R = 572958' mIW � DETAIL A LATERAL Ba SE DITCH I no� s�am� No� ,ol b Gr und :) p �.,��. d �DENOTES IMPACTS W ceorexme e nUn. D- 2.oF�. SURFACE WATER Max. d - 1.OF1. •WFen 8 is : 60' B- 3.OFt. Type of Liner= CL B Ri�rRop 6= 3.OF. �DENOTES TEMPORARY IMPACTS IN SURFACE WATER FROM STA.15+25 TO STA. 16+45 -L- RT C PROJECT REFERENCE NO. SHEET NO. ENGINEERING R-5928 4 _ RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS 3ZZO GLEN ROYAL RD. RALEIGH, NC 2%617 ENGINEER ENGINEER TEI_E 919.788.0224 FAX 919.788.0232 NC LICENSE xp.p189 MI ENGINEERING INC�Ivg]�]LE ]E PL.�NS C�1 DO NOT USF, FOR W ACQUISiTION 1011 SCHAUB DRIVE, SUITE 100 RALEIGH, NC 27606 (9'I9)851-6606 FIRM PE NUMBER : P-0671 / � _ c�i -L- POT Sta. 19 + 75.00 IS BRK p � i GAR4GE a ` � l � �� W � � ia� i�i �a � I�I � . � n CO FOR PROFILE, SEE SHEET 5 0 -L- POC Sta. 12+45.00 � BEGIN CONSTRUCTION � � �� FIELD DETAIL B TOE PROSECTION �No�fo cale� �� u tiStcE� s�ove GaoUNo d F d= 2.OFt. c[ore�ae Type of Liner= CL B Rip-Rap FROM STA.14+00 TO STA. 15+70 -L- LT FROM STA.17+00 TO STA.17+00 TO 17-50 -L- LT Pl $�0 /2+04.6/ � _ l0' 26' 55.2' !LT! D = 3' 3d 00.0' L = 29853' T = /49.68' R = 1b37A2' � DARRELL 6 SNEILA WRIGNT OB 2M� PC 50i PB �9 PG � 50' 0' 50' GRAPHIC SCALE P/ S�o i7+69.56 0 = 0'37'345'lLT1 D = l' 00' OOA' L = 62.63' T = 3/3l' R = 572958' � �DENOTES IMPACTS W ceorexme� nUn. D- 2.oF�. SURFACE WATER Max. d - 1.OF1. •WFen 8 is : 60' B- 3.OFt. Type of Liner= CL B Ri�rRop 6= 3.OF. �DENOTES TEMPORARY IMPACTS IN SURFACE WATER FROM STA.15+25 TO STA. 16+45 -L- RT C PROJECT REFERENCE NO. SHEET NO. ENGINEERING R-5928 4 _ RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS 3ZZO GLEN ROYAL RD. RALEIGH, NC 2%617 ENGINEER ENGINEER TEI_E 919.788.0224 FAX 919.788.0232 NC LICENSE xp.p189 MI ENGINEERING INC�Ivg]�]LE ]E PL.�NS C�1 DO NOT USF, FOR W ACQUISiTION 1011 SCHAUB DRIVE, SUITE 100 RALEIGH, NC 27606 (9'I9)851-6606 FIRM PE NUMBER : P-0671 / � _ c�i -L- POT Sta. 19 + 75.00 IS BRK p � i GAR4GE a ` � l � �� W � � ia� i�i �a � I�I � . � _. � � . ��.�� :.� � ��— n CO FOR PROFILE, SEE SHEET 5 � ENGINEERING PROJECT REFERENCE NO. SHEET NO. L, � B-5928 5 _ ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 3220 CLEN ROYAL RD. RALE[GH, NC 27617 TELE 919.788.0224 FAX 919.758.0232 NC LICENSE �P-OlS9 BM l ELEV = 54023' N 7/2,366 E /,795.460 -L- STA /2+75 74'LEFT RR SP/KE �N BASE OF H-FRAME PP L- TA l +45 L - A +75 L = 525 � � P/ _ /6 Oi0 V= 0' K = 8 / � f'� � - -- -- -- T- - Y� I Yr (+ 2 � I I - I I 6� f-0 % � � • �� . o siu nr (032E� 0165.8 ' � ti � 1 11 1 1 1 1 1 W' 1 1 1 20 1 � �� m � , � � � �� J N � m V�' M � Q w�,� J � � ) J �» �`� "Q � � W FOR PLAN, SEE SHEET 4 4.,�, iu � ��, �� 10 11 12 13 14 15 16 17 18 19 20 21 530 520 GL STA 15 + 73 -L- 3@12'X14' RCBC, BURIED 1.0' W/4.0' SILLS IN EASTERN MOST BARREL & 1.0' SILLS IN REMAINING BARRELS SKEW = 45 GP ELEV = 524.34' TB LT (LOOKING DiS) 510—�`�--�—�_--��- �r�r�.�,�c�.��-,�,� � .�c�� PROP. C/L � 5OO EXISTING STREAMBED ELEV-504.00' S = o. oo��o 2 00' 150' 100' 50' 0 �� TB RT (LOOKING DiS) � � � -�.� _- ._ - - - �� ' � � - �' NWSEL=505.84' � (0322/2016) �--- z�,��,�c�,��,��.� 50' 100' 150' 2 00' 1�T�� DIVISION OF HIGHWAYS RANDOLPH COUNTY WBS NO.: �6371.1.1 (B-5928) REPLACE BRIDGE N0.175 OVER MILL CREEK ON SR261� (GRANTVILLE RD) SHEET OF xx � xx./' xx 520 CL II RIP RAP 510 �' NG. 500 PROPOSED CL II RIP RAP 4.0' SILL J � 1.0' SILL CULVERT INLET TYPICAL CHANNEL SECTION (LT TO RT LOOKING DOWNSTREAM) 5 0' 0 50' -�:Zilli�'1�� 520 - CL II RIP RAP/ � � � �-/ NG. J CL II RIP RAP 4.0' SILL � 1.0' SILL CULVERT OUTLET TYPICAL CHANNEL SECTION (LT TO RT LOOKING DOWNSTREAM) �� 50' 0 50' 510 I�T�� DIVISION OF HIGHWAYS RANDOLPH COUNTY WBS NO.: %6371.1.1 (B-5928) REPLACE BRIDGE N0.175 OVER MILL CREEK ON SR 261� <GRANTVILLE RD) � �� SHEET OF :x ,/� xx f :x WETLAND PERMIT IMPACT SUMMARY 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 15+73 -L- 3 12'x14' RCBC 0.08 0.01 83 30 1 15+73 -L- Lt Bank Stabilization 50 1 15+73 -L- Lt Bank Stabilization 48 TOTALS*: 0.08 0.01 181 30 0 *Rounded totals are sum of actual impacts NOTES: 2073 70 24 1 li�;tl�v 3�' North Carolina Department of Transportation �` � 6t01111bv2itf T Highway Stormwater Program �.'I STORMWATER MANAGEMENT PLAN -- (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: 46371.1.1 TIP No.: B-5928 County ies): Randolph Page 1 of 2 General Project Information WBS Element: 46371.1.1 TIP Number: B-5928 Pro'ect T pe: Brid e Replacement Date: 4/14/2016 NCDOT Contact: Art C. King Contractor I Designer. Karen Hefner, PE Address: g02 N Sandhills Blvd. Address: 1011 Schaub Drive, Suite 100 Aberdeen, 28315 Raleigh, NC 27606 Phone: 910-944-2344 P hone: 919-851-6606 Email: ackin ncdot. ov Email: khefner mi-en ineers.com City/Town: Randolph County County(ies): Randolph River Basin s: Cape Fear CAMA County? No Wetlands within Project Limits? No Pro'ect Descri tion Pro'ect Length lin. miles or feet : 0.138 mi. Surroundin Land Use: Rural Pro osed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.5 ac. 0.4 ac. Typical Cross Section Description: 2 lane undivided highway with 11' lanes crown. 2 lane undivided highway with 10' lanes crown. Annual Avg Daily Traffic (vehlhrlday): Desi n/Future: Year: Existin : 1100 Year: 2012 General Project Narrative: Existing 105' (1@17.5, 1@17.1', 1@28.8', 1@16.5', 1@12.1', and 1@11') bridge timber deck on I-beams with timber caps & piles, timber bulkheads at end bents and interior (Description of Minimization of Water bents on SR 2614 (Grantville Road) spans Mill Creek. Existing bridge will be replaced while the road is closed (no detour bridge). The replacement structure is a 3@12'x14' Quality Impacts) Reinforced Concrete Box Culvert. There are no direct discharges into the stream. Roadway drainage is discharged onto the proposed shoulders and fill slopes, there are no other structures. Waterbod Information Surface Water Body (1): Mill Creek NCDWR Stream Index No.: 17-18 NCDWR Surface Water Classification for Water Body Primar Classification: Class C Su lemental Classification: None Other Stream Classification: None Im airments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Pro'ect Includes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? 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) Hl�h\ti'il1' North Carolina Department of Transportation � SI(lY[]l4b`dtE'C 1 � -,. � Highway Stormwater Program (��:';/ STORMWATER MANAGEMENT PLAN — (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: 46371.1.1 TIP No.: B-5928 County(ies): Randolph Page 2 of 2 Bridge to Culvert Avoidance and Minimization Proposed Structure Summa Sheet No. & Station Sheet No.: 4 Station: 15+73 -L- Number of Barrels: 3 Drainage Area (ac or sq mi : 9.1 sqmi Barrel Width/Diameter (ft : 12 Surface Water Bod : 1 Mill Creek Barrel Hei ht (ft : 14 Culvert T e: Reinforced Concrete Box Culvert Culvert Len th (ft 82 Avoidance and Minimization Efforts: Culvert has been designed to match existing stream channel as close as practicable and provides floodplain bench to avoid overwidening of (Bridge to Culvert) stream. Culvert will be buried 1 ft and 1' high sills will be used at the inlet and outlet of the low flow culvert barrels to retain native stream bed material. High flow barrel will have sills at floodplain bench elevation and will be backfilled with native material and provide animal passage. Culvert has been made taller to help minimize culvert length. Stream Slope Fish and/or Aquatic Life Passa e Existing Average Stream Slope (%): 0.30 °/o Existing Low Flow Channel Dimensions 20ft to 24ft. Proposed Culvert Slope %: 0.00 % in the Stream: Culvert Burial Proposed Culvert Burial Depth ft : 1.Oft Existing Streambed Material: Sand, Cobbles, Gravel Proposed Low Flow Dimensions 24ft Through the Culvert: Proposed Sills/Baffles: 4.0' high sill in Eastern most barrel and 1.0' high sill in the remaining 2 barrels. Existing Low Flow Velocities in the Stream ft/s : 1.49ft/s Proposed Low Flow Velocities Through the Culvert ft/s : 1.5ft/s Alternating Low Flow Sills/Baffles: N/A Culvert/Stream Ali nment Stream Patterns Upstream and Proposed culvert fits existing stream alignment up and downstream and will not require stream realignment. Culvert is located in a straight reach Downstream of the Culvert that Could of the stream. Downstream channel has straight channel alignment. Affect Fish Passage and Bank Stability: Bed Forms Impacted by Culvert (riffles, Glide pools, glides, etc.): Low Flow Floodplain Bench Required? Yes (provide justification) Sharp Bends at Inlet/Outlet? No (describe culvert alignment with stream) Stream Realignment Necessary? (provide No justification) Bank Stabilization: Class I Rip Rap on banks only up and downstream. Outlet Velocities Natural Stream Channel 2-yr Velocity ft/s): 4.7 Natural Stream Channel 10-yr Velocity (ft/s): 6.1 Proposed Culvert 2-yr Outlet Velocity (ft/s): 5 Proposed Culvert 10-yr Outlet Velocity (ft/s): 6.8 Roadway Geometric Considerations Evaluate/Describe Roadway Geometric Constraints: High powered transmission lines cross just west of the beginning of bridge and will pose a safety hazard for construction of bridge. Use of crane to set bridge girders will be safety hazard. To relocate lines would be very expensive and take a significant amount of time.