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Home My WebLink About20160767 Ver 1_B-5741_Hyd_prm_20160808� � 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 2010 = 1800 50 25 0 50 100 ADT - PLANS K = _ % D = % 50 25 0 50 100 T- 7 %* V - 60 MPH PROFILE (HORIZONTAL) * TTST - DUAL __ �0 5 0 �0 2o FUNC CLASS = LOCAL PRc�FILE NERTICA�I SUBREGIONAL TIER i � ; i �� ll ��J� `�/��JI A�� SCOTLAI�D COU1�lTY LOCATION: BRIDGE 1V0. 820030 ON SR 1425 (LEE'S MILL ROAD) OVER JU11lIPER CREEK TYPE OF WORK GRADI11lG, DRAI11lAGE, PAVING AND STRUCTURE AT6 9TAT6 PROJBCT RBP6R8NC6 NO. �� B-5741 ¢ PROl.N0. .A.PROI.NO. 45697.1.1 45697.2.1 PRELIMINARY WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIIV PROJECT B-5741 -L- Sta. l3 + 00.00 END PROJECT B-5741 -L- Sta. 20 + 00.00 SITE 1 JUIVIPER ' I CREEIC `.'. .`_�• E `. , .. . . • �j J f � � _ � TQY�� ROAD TOLOG CABIN ROAD•f•x•, , .•.•. •r•j•,•, ,•.� .y= • , E-.f- •a• • • . �- - ` , � « . Y = � } ' ' ` � .. • - ` I �-' % xR I#25' �EE'S MILL ROA� - - � � _-�- . . • ' . . � . . �r�>,,, .,n..,..� " . . PROJECT LENGTH LENGTH ROADWAY PROJECT B-5741 = 0.119 mi LENGTH STRUCTURE PROJECT B-5741 TOTAL LENGTH OF PROJECT B-5741 -L- POT Sta. 14+90.38 �� . . . /�� `y'„',', _�. . •+.�V.�..=a�.+.,. `,`. j �� END BRIDGE / -L- POT Sta. 15+62.63 I'LANJ YKtiYAKtiU UY: ['LANJ YKtiYAKtiU FVK: � ENGINEERING DIVISION OF HIGHWAYS 0 DIVISION 8 ilY�i(;L[:\'llfl}';�I.KI).R:\I.CIGII„\Clifll 902 N Saadhi!(s Blvd "I'I:LI:`�I'1itlHtiLY-I I�.-1.\ 41'J.]riH.til�i't Aberdeen, NC 283/S �� .��r.ti��.,,��,��x�, 20I2 STANDARD SPECIFICATIONS = 0.014 mi RIGHT OF WAY DATE: BRIAN A. WILES. PE J U LY 1, 2 016 PROJECT ENG7NEER = 0.133 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. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � pATUM DESCRIPTION THE LOCALIZED COOHDINATE SYSiEA1 DEVELOPED FOR THIS PROJELT IS BASED ON THE STATE PLANE COORDINATES ESTAB�IStiED BY NCDOT FOR AIONUA£NT "85741-2" WITN NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF NORTHING: 384989.903(ftl EASTING: 1816876.5571ft1 ELEVATION: i89.30�fU THE AVERAGE COA8INED GRID FACTOR USED ON THIS PROJECT IGROUNU TO GRIDI IS: 0.999898553 TtiE N.C. LAA6ERT GRID BEARING AND LOCALIZED N�tIZONTAL GROUN� DISTANCE FROM "85741-2" TO -L- $TATIOt! I$ ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONiAL DISTANCES VERTICAL DATUM USED IS NAVD 88 — 70 LOG CABIN RO m .•.+....e.•..•...•a.s...•«�+.....e.•.s•. N 318488L�EVATIONE 1876896 BRAILROAID NSP K� IN�159 MAPLET .................«»«....,............... � O BRUMSNICK TMABER. LLC. OB 887 PG & -L- POT Sta. 13+00.00 I �RETAIN � CL B RIP RAP 1TON 5 S.Y. GEOTEXTILE WOODS PROP SBG STA 14'-65 -L- _^E LT & RT TO APPROACH SLAB Nos �— E E �� GRAU 3�015".RCP-1 ___SR /425 LEE'S Ylu RD 2l' B5T _ RAW WAT R I - - � _ _ _ — _ - - - _ - _ � � WETLANOS WOODS O BRUNSMICK TIA�ER, LLC. pB 887 PG & PB 9 PG i58 —�C EIP �6�LF°s�G CLT2' it�'iE IYATE F t C J /1 RkYI WATER INTAKE fNPT�N USE1 F O TNE TONN OF LAl1RM6URC DB N PG 293 ��1 s C PROJECT REFERENCE NO. SHEET NO. ENGINEERING B-574/ 4 _ RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS 3220 GLEN ROYAL RD. RALEIGH, NC 27617 E��EER EN�iNEER TEI_E 919.788.0224 FAX 919.788.0232 NC LICENSE xp.p189 C�' MI ENGWEERING ][N��M�IL �' �I..�NS 101 l SCHAUB DRIVE. SUITE 100 DO VOT USE FOR ! W ACQUISITIOh RALEIGH, NC 27606 �9is�ssi-ssos � FIRM PE NUMBER : P-067'I 0 N Pl 510 19+46A8 p = /� 46' 48.4' lLTJ D = 5' 43' 465' L = 205.60' T = 103J6' R = I,OOOAO' M � d� J �' O � � � m -J Q°' JAI,ES T�OIIeS LIVWCSTON � � ^� °' rCLA55 II RIP RAP DB 5T5 PC 336 J � � / TO SHOULDER POINT / � I (TYP.) �g5� a�� PDE — E wETLANDS GRAU zanHs ��/ _ , WOOD$ /E p�e� �' � � �`e� � � / i / M��E(ySNR�� p0.p wN DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED v J m � � � / � / WETLAN�S Ex�S��' �W - - � �E , � ' _ E .�J� / _� —� _� N'3� m i0 NORNE RD tEMOVE EXIST. PIPES AND H �� o� 11' � � ' � W0005 `SEE DETAIL'A' E%CAVATION (TVP.) O JOFN-LIVMGSiON LAPD C01pANY. LLC. c/o d, THOLIAS JOHN. JFt. pg i379 PG �33 � � s �� 9 �S_ l. S� 5 48'04'21• W 5 35°42'17' E 256.33' 14'07 EIP 1952' S 35'42'17' E FROA1 CL CREEK 34.10' 100' 0' 100' ENGLISH FOR PROFILE, SEE SHEET 5 ' '�' ' DENOTES MECHANIZED CLEARING � DENOTES HAND CLEARING � DENOTES PILL IN W ETIAN D -L- POC Sta.20+00.00 END CONSTRUCTION DETAIL 'A' PIPE OUTLEi CHANNEL � Noi to Scale) ��' —�N�—� ��°o��d d Lengrh= 10 Ft ��ive:ioniejFo d- 1 F. Est.= 4 Tons of Class I Rip-Rop STA. 17 ! 30 -L- RT � � pATUM DESCRIPTION THE LOCALIZED COOHDINATE SYSiEA1 DEVELOPED FOR THIS PROJELT IS BASED ON THE STATE PLANE COORDINATES ESTAB�IStiED BY NCDOT FOR AIONUA£NT "85741-2" WITN NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF NORTHING: 384989.903(ftl EASTING: 1816876.5571ft1 ELEVATION: i89.30�fU THE AVERAGE COA8INED GRID FACTOR USED ON THIS PROJECT IGROUNU TO GRIDI IS: 0.999898553 TtiE N.C. LAA6ERT GRID BEARING AND LOCALIZED N�tIZONTAL GROUN� DISTANCE FROM "85741-2" TO -L- $TATIOt! I$ ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONiAL DISTANCES VERTICAL DATUM USED IS NAVD 88 — 70 LOG CABIN RO -!; m ........................................ N 318488L�EVATIONE 1876896 BRAILROAID NSP K� IN�159 MAPLET .................«»«....,............... � O BRUMSNICK TMABER. LLC. OB 887 PG & -L- POT Sta. 13+00.00 CL B RIP RAP 1TON 5 S.Y. GEOTEXTILE WOODS PROP SBG STA 14'-65 -L- E EXISTING iPANS SION R/ � E LT & RT TO APPROACH SLAB —��- � �� wE nNos.. �E � .. . ... E '.. � � RETAIN~ LUMBEE RIVER ELECiRiC q/ MEMBERSHN�OFPORAiqN � � _ _ _ — - - - - - - - . _ - . GRAU 35o':i' RCP.',- ��-�=g;A ._ . - � - - -� 8:1 ,__-� � �-a, , y _. �_ _ _. ' — � �� ---------- 11' � � __ SR /425 LEE'S YlLL RD 2l'BST SPIKE >>� _ _ - � - f—_ � �'RA�W WAT R If _- �� _ w_8d _ .. .�..'.�_ -- � ...;.' . . ._ . .., W`�v�i'�.?. .. . ..�-t'.?'ti_r..^tr' � P/w ' —� " - EIP ..R7W'_. � ...F°�� ' =-� � � -- - -� - - - '�tz� *�rx �arEg�eoC�� _ � J / � WETLANOS WOODS .. /�� 15BK � R�(I+I,PT NRUSE)AKE 0 � BRUNSMICK TIA�ER. LLC. �� pB 887 PG & PB 9 PG i58 - � � 4 O I �� TNE TONN OF LAURl6URC � DB N PG 293 ��1 s C1 ^� � W m -✓ n � � N °' / CLA55 II RIP RAP � � ` Tp SHOULDER POINT "� �� , ;�� (NP.) � I PDE =< � GRAU O q 3 � JAI,ES T�OIIeS LIVWCSTON � DB 5T5 PC 336 — E wETLANDS tT -- -" '. �TiRAU-50.m- -.� � ***� x � \ \�� f.._�., - � -PROPOSED E%CAVATION (NP.) 1 � � s '>, �9 �S_ l. S� 5 48'04'21• W 5 35°42'17' E 256.33' 14'07 EIP 1952' S 35'42'17' E FROA1 CL CREEK 34.10' •� � •� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ FOR PROFILE. SEE SHEET 5 C ENGINEERING � 3220 GLEN ROYAL RD. RALEIGH, NC 27617 TEI_E 919.788.0224 FAX 919.788.0232 NC LICENSE xp.p189 C�1 101FIRMAPE NSM ERR �6 7,00 0 N Pl 510 19+46A8 p = /� 46' 48.4' lLTJ D = 5' 43' 465' L = 205.60' T = 103J6' R = I,OOOAO' PROJECT REFERENCE NO. SHEET NO. B-574/ 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER NC�MF�IL�A"]E Il��..�NS DO VOT USE FOR �t! W ACQUISITIOh DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED v J m qix / zanHs�'Ss�� t��/ . . � � � WOODS E ' � �� ' w�� .� ... / . p�yEP p� P `ON � .. �' �. i ��y� EE �pp . � i � .. i-..�. . M ybE(iSHR .' _ ..�-�� /'/ � / WETLA�S �%Ki�NG �W -�� e ,�' �,i --`r� 5'E �- _ � __ � .. N 30 r0 NQpNE RD . � � .. .. - ��. � � REMOVE ExIST. I IPES Alv�� H �� o� —_.,.,_ _.�.. li, —� . .ti � O � ' . .. . . _ _. .. � "^' ' E%6tM1G R/VI iC`'+4�.. . . �— � ' . . �"SF E - - - r*�r�r �r W0005 . .... �� -- ...�.:,.�� . `SEE DETAIL'A' O JOFN-LIVMGSiON LAPD C01pANY. LLC. c/o d, THOLIAS JOHN. JFt. pg i379 PG �33 ' '�' ' DENOTES MECHANIZED CLEARING � DENOTES HAND CLEARING � DENOTES PILL IN W ETIAN D -L- POC Sta.20+00.00 END CONSTRUCTION DETAIL 'A' PIPE OUTLEi CHANNEL � Noi to Scale) ��' —�N�—� ��°o��d d Lengrh= 10 Ft ��ive:ioniejFo d- 1 F. Est.= 4 Tons of Class I Rip-Rop STA. 17 ! 30 -L- RT i 6 ENGINEERING PROIECT REFERENCE NO. SHEET NO. � � 8-574/ 5 _ ROADWAY OESIGN HYDRAULICS ENGINEER ENGINEER 3220 GLEN ROYAL RD. RALEIGH, NC 17617 TELE 919.788.0224 FAX 919.788.0232 INC�M�Il.E 1E 1PL.�NS NC LICENSE #P-0189 0o xor usa non sw wwc�siriox DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED BRIDGE HYDRAULIC DATA DESIGN OISCHARGE _ 1889 CFS DESIGN FREOUENCY = 25 YRS DESIGN HW ELEVATION = 1895 FT BASE DISCHARGE = 2620 CFS BASE FRE�/ENCY = l00 YRS BASE HW ELEVATION = /9ip.4/ FT OVERTOPP�NG DISCHARGE = 20/5 CFS OVERTOPPING FREOUENCY= 25+ YRS OVERTOPPING ELEVATION = /89,73 FT DATE OF SURVEY = 2-2-16 WS.ELEVATION = �842 FT AT DATE OF SURVEY / _ / +55 -- SA/300 = '� E_l .7 /=l t80 =� - EN G E = 0. E_ l -L ST 20 0p V= � 0' EL = l JO' - R% 1�0 YR W EL=19 .41' V = 5 5 YR 5 EL = 189.5 + -1/.j 5% ' ' ' PROP. XCAVA ION XIST.2 .30" R P / �f � TO E 184.5' PROP. EXCAV TION � � 170 C Y. 155 Y. .5' KEv W I _ ROP. 2 42" R P-IV TYP.) ^�� CLAS IIRIP P— NWE 183.' (TYP.) � BM l ELEV = �86A3' � N 384,880 E 1.876,896 � -BL- STA l2+/O.OiO 95' RIGHT „ RR SPIKE lN l5' MAPLE � �, � '�`o �� FOR PLAN, SEE SHEET 4 �� r� �� 10 11 12 13 14 15 16 V 18 19 2 0 6 0u .5 5 PRO1. REFERENCE NO. SHEET NO. ■ . ■TTI B-5741 X-5 a 5 5 2 1 1 1 1 5 5 E LA D � � � I I I S.Sa 83 92 ' � � � � � �; 7 �o �� w�w �� Q �,�Z >�� N�w �� — �� 5 5 2 1 1 1 1 5 5 �� WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS 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) ROADWAY FILL & 1 13+17/15+00 L LT 15"RCP-III 0.02 0.04 1 13+50/14+04 L RT ROADWAY FILL 0.00 0.01 ROADWAY FILL & 1 15+55/20+09 L LT 2@42"RCP-III 0.03 0.05 ROADWAY FILL & 1 15+g0/20+00 L RT 2@42"RCP-III 0.02 0.05 TOTALS: 0.07 0.06 0.09 Revised 3/31/05 k 11�;11�� <14' North Carolina Department of Transportation � Su�rtil�vatt r M Highway Stormwater Program �;�- STORMWATER MANAGEMENT PLAN -- (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: 45697.1.1 TIP No.: B-5741 County(ies): Scotland Page 1 of 1 General Project Information WBS Element: 45697.1.1 TIP Number: B-5741 Project Type: Bridge Replacement Date: 2/22/2016 NCDOT Contact: Art C. King Contractor I Designer: Melanie Nguyen, 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: Mn u en mi-en ineers.com Cit ITown: Laurinbur Count ies): Scotland River Basin s: Lumber CAMA County? No Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th lin. miles or feet : 0.122 mi. Surrounding Land Use: rural Proposed Pro'ect Existin Site Pro'ect Buiit-Upon Area ac. 0.3 ac. 0.3 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 (veh/hr/day): Design/Future: Year: Existin : 1800 Year: 2010 General Project Narrative: Existing 52' (1 @18', 1@16'8, 1@17'8) bridge timber deck on I-beams with timber caps & piles, timber bulkheads at end bents and interior bents on SR 1425 (Lee's Mill Road) (Description of Minimization of Water spans Juniper creek. Existing bridge will be replace while road is close (no detour bridge). A replacement bridge is a single span of 1@70' 24" cored slab with slope abutments. Quality Impacts) The proposed bridge does not have any bridge deck drainage to eliminate direct discharge into the stream. Roadway drainage is collected into 2 TB 2GI at lower ends of approach slab and oulet to one side into a rip rap pad. Waterbody Information Surface Water Body (1): Juniper Creek / Jordan Creek NCDWR Stream Index No.: 14-34-4-3 / 14-34-4-(2) NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters (Sw) Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: 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)