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Home My WebLink About20160766 Ver 1_B-5744_Hyd_PermitDrawing_20160808� See Sheet 9-A For Index of Sheets � � CLEARING ON THIS PROJECT SHALL BE PERFORMED TO � � LIMITS ESTABLISHED BY METHOD III. U � � �t3 Fn A � V GRAPHIC SCALES DESIGN DATA � 50 25 0 50 700 ADT 2010 = 1400 E„ ADT = � O � PLANS K ° � � �, D = % ��'� � 50 25 0 50 100 T= b %* � �,�, w�w V = 60 MPH ��Q PROFILE (HORIZONTAL) * TTST = DUAL ��z �� l0 5 0 l0 20 FUNC CLASS = �� LOCAL �� PROFILE (VERTICAL) SUBREGIONAL TIER �� 1L � �� `�/�� %�� IF �1��II��1�5 scoTz�� CO U1�lTY LOCATI011I: BRIDGE 1110. 820050 ON SR 1615 (HASTY ROAD) OVER BRIDGE CREEK (aka LEITH CREEK) TYPE OF WORK: GRADI11lG, DRAl11tAGE, PAVING AND STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT BEG71V PROJECT B-5744 -L- Sta. 10+25.00 \ SITE 1 - 9TAT6 9TATE PROJECT ftBPERENC6 NO. 1�� B-5744 PR01.N0. .A.PROI.NO. 45700.1.1 �� E1VD PROJECT B-5744 U S 18 + 50 00 J.� � BRIDGE — ta. . C,p �� CREEK ��Y��y� (aka LEITH \CREEK) �'O qd, y . . . . . � , *� . . r ` . . ' 4/ `' * } � t -L� • � ' , . . ' TD' Sf►1I'R,N,4 CHURCH RD �.SR 16 f]'ASTY R�AD ' x f �*t'.t`* . BEGIN BRIDGE -L- POT Sta. 14+93.75 PROJECT LENGTH LENGTH ROADWAY PROJECT B-5744 = 0.133 mi LENGTH $TRUCTURE PROJECT B-5744 = 0.023 mi TOTAL LENGTH OF PROJECT B-5744 = 0.156 mi �l\\�` *END BRIDGE y �\ `\ -L- POT Sta. I6+1612 r � � DIVlSION OF HIGHWAYS \J� I� DIVISION 8 3YYOGI.F_\RO}'�I,RD.RAI,EIGfI,NI'.`29617 902 N Sandfiil(s Blvd "I1�:1,I:Yl'I.JRS.0Y4h1'AX ��I'J.788A93`L Aberdeen, NC 28J15 vc uc�L��.se nr�ixs 2012 STANDARD SPEClFICAT/ONS RIGHT OF WAY DATE: BRIAN A. WILES, PE J U LY 1, 2 O� 6 PROJECT ET'GINEER LETTIIVG DATE: DECEMBER 2016 TIM WELCH PE NCDOT CONT9CT D!V 8 BRIDGE AROGRAM MANAGER HI'DRAULICS ENGINEER ROADWAY DESIGN ENGINEER PB. s� OF�9CIUPlYON P.E. UOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DATUM pESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVEIOPE� FOR THIS PHOJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUAENT "85744-2" MITH NAD 83/NA 201t STATE PLANE GRID COOROINATES OF NORTHING: 331382.861ft1 EASTING: 1863963.09tft1 ELEVATION: 151.47(ftl THE AVERAGE COA6INE� GRID FACTOR USE� ON THIS PRQIECT lGROUND TO GRID) IS: 0.999923465 THE N.C. LAABERT GRID BEARING AND LOCALIZED HORIZ�NTAL GROUND DISTANCE FROM "85744-2" TO -L- SiAT10N IS AlL LINEAR DItiEN510NS ARE LOCAIIZED HORIZONTAL DISTANCES VERTICAL DATUAI USED IS NAVU 88 • -L- POT Sta. 10+25.00 / BEGIN CONSTRUCTION "0°os SEE DETAIL A USE PSRM TO LINE PROPOSED ROADWAY DITCH STA 10+25 TO 11+75 -L- Rt �O BMI ELEVATION = 143.92 � N 331425 E 1864214 BL STATION 14+30.00 65 LEFT �� RAILROAD SPIKE IN 16" POLAR �..:.....».:.....,.«.+:..:......:....... Pl 510 /3+�6.38 �= 32 40' 34P fLTJ D = l0' 25' 02T L = 3/3.67' T = l6/23' R = 550.A0' � C ENGINEERING � 3220 GLEN ROYAL RD. RALEIGH, NC 27617 TEI_E 919.788.0224 FAX 919.788.0232 NC LICENSE xp.p189 C�' 101FIRMAPE USM ERR606 7,00 � O � 4' « 2 � � tih, � wo JOE DAN MANiS a J he�� °ps MARY MAI�NS o " CL B RIP RAP PAD � F� STA 11+75 -L- RT EST 7 TON O TtiE aD SUYRNA PRESBYTERiAN CNURCN DB i320 PC 309 DB i4M PG i6i DB i3L PG �97 DETAIL A ROADWAY DITCH � N � �a s�oie� urol A� � DtVi Gro�nd ��/ p F��e� d Min. D= 7.OFt. Type of Liner- PSRM Max d- 1.OF�. FROM STA. 10 -r 25 TO STA. 11 �i- 75 -L- RT OB i5N PC n3 y O HAYNES B. STONE !� � PEGGY O.STONE � � DB 369 PG 225 / o� I -L- POT Sta. 18+50.00 � CL B RIP RAP PAD ��' CL II RIP RAP s� iz+oo -�- �r ' ;� END CONSTRUCTION g / PROP SBG FROM APPROACH SL4B EST 1 T NW�L�DS y % W TO STA 16+50 -L- LT � � PROJECT REFERENCE NO. SHEET NO. B-5744 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER � -Y� � � -t ,r < < , - � w � i'- y- Y- i Y. y- -!'- �i Y- �' 1� Y 1� � �w000s .� � wEr� os � w oos �- -� \ Y- > � - 4' . 3i^ E '�- Y- � '�WETLANOS '� Y- Y- Y- +1FOODS * E � � � � �- � � � -� a � � � a � � w y�"°s � �� F ;�. Y- Y � IP P . _ _w _r_. �: .. y� -k' '� wie�o^r',�r`�'r _k . . . .. .. . . .. .. . 4.. _ �\ �� X3S ELEC �n p n Gld+b � 8d � � �. , v \ —�— r ' \� � � � � � �� --__---_-- � S _ I ---------------TO SMYRNACHURCH RO \. _�� n� $ 8 � SR 16/5 HA57Y RD 19' BST 11' \ � � � J0� .. U 350 8J — —4N .. .. .. .. .. .. .. .. .. .. . .. . _ �. � � .. .. .. F F q 2 Y- *:Y� :K —"_ _-_ ___-_ /�/ � � *�* � 6 . � . �. . . . . � MLB— — � _ _ � _ � � � — � —� — � �(B� . E WET ANOS �rF'o o. 1 t Y- � � Y- .� J'- Y- y 9- �. 1 1 Y- 1'- Y� i'� '� WOODS Y� Y- W00 '�WETLANOS � Y- c�y�F -� 8 � ;v ,� � 1 � 1 � 1 � 1 -� ,p N�ETLANOS � .y .�' 1 DS � Y � �k' '� �` \ -y \ .� ,Y- Y- Y� �\ '.\ S S�,r� WOOOS CL II RIP RAP � DENOTES FILL IN WETLAND � DENOTES MECHANIZED CLEARING 50' 0' S0' 100' 150' GRAPHIC SCALE FOR PROFILE. SEE SHEET 5 O CARROLL'S REALTY PARTNERSNIP OB NE PG n pB 12T PC 32� -L- PT Ni68B2 �RAU -�� . ._-."... _ . --v. - 1 -�� / - — s: 'L' -C- POT Nt9.i75 -[- P�! A6+A625 Bd �ILL �1 MI ' -- n�LL �I MI 1 -�i I I 9! ,,, - 1 8:i DATUM pESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVEIOPE� FOR THIS PHOJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUAENT "85744-2" MITH NAD 83/NA 201t STATE PLANE GRID COOROINATES OF NORTHING: 331382.861ft1 EASTING: 1863963.09tft1 ELEVATION: 151.47(ftl THE AVERAGE COA6INE� GRID FACTOR USE� ON THIS PRQIECT lGROUND TO GRID) IS: 0.999923465 THE N.C. LAABERT GRID BEARING AND LOCALIZED HORIZ�NTAL GROUND DISTANCE FROM "85744-2" TO -L- SiAT10N IS AlL LINEAR DItiEN510NS ARE LOCAIIZED HORIZONTAL DISTANCES VERTICAL DATUAI USED IS NAVU 88 • �O .... ............».».,,.......»..,...... BMI ELEVATION = 143.92 N 331425 E 1864214 � e't`*BL4YyAT10N`+14«�30.00 65+Y+*T'ef..f / � � RAILROAD SPIKE IN 16" POLAR j � � .% < ! TO cyqH� �+ w0oos � - . .~ �� 90� ..+.\3 , .. \ � � `�f\ �.. �� .. � . ` \ ., x�j � \ . `k . �F � \ -L- POT Sta. 10+25.00 BEGIN CONSTRUCTION "0°os ` F �' SEE DETAIL A - ........ � USE PSRM TO LINE PROPOSED ROADWAY DITCH i CL B RIP RAP Pf� F STA 10+25 TO 11+75 -L- Rt STA 11+75fL- RT �_ EST 1-TON � O TtiE aD SUYRNA PRESBYTERiAN CNURCN DB i320 PC 309 DB i4M PG i6i DB i3L PG �97 DETAIL A ROADWAY DITCH � N � �a s�oie� urol A� � DtVi Gro�nd ��/ p F��e� d Min. D= 7.OFt. Type of Liner- PSRM Max d- 1.OF�. FROM STA. 10 -r 25 TO STA. 11 �i- 75 -L- RT Pl 510 /3+�6.38 �= 32 40' 34P fLTJ D = l0' 25' 02T L = 3/3.67' T = l6/23' R = 550.A0' � C ENGINEERING � 3220 GLEN ROYAL RD. RALEIGH, NC 27617 TEI_E 919.788.0224 FAX 919.788.0232 NC LICENSE xp.p189 C�' 101FIRMAPE USM ERR606 7,00 PROJECT REFERENCE NO. SHEET NO. B-5744 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER O � � 2 � � tih, � � JOE DAN MAN�S b J o�'�"•'� � MARY MAWS �, O OB i5N PG n3 j HAYNES B. STONE !� � PEGGY O.STONE � � DB 369 PG 225 / o� I -L- POT Sta. 18+50.00 � CL B RIP RAP PAD - ��' CL II RIP- RAP. sr� iz+oo -�- �r ' '� END CONSTRUCTION '�� PROP SBG FROM APPROACH SL4B �� E\T 1 T NWF�TLANOS �. y � m TO � STA 16+50 -L- LT ..... . . . . . . ..... .. .. � -� �- . . °' ' . . � r < < < , _ _ , . . - - , w �� ... Y- y � Y- . �� Y Y- Y- J Y- Y- Y. Y- 1� Y- '- . � �w000s � � wEr� os � ..� �� wq�oos ,� v -� �- -� �F000s �- � WETLANOS \ r, .y. .:J i�i.,lQ' . 31" E . , y' 1'- Y- ..........,y� .. * E � .. �,Y __ __ ' - � k 1 _�� -t 1 I Y- ... � Y �.... 1 Y- w L�N�S � _ _ .. .._, . . F � * ,F I. Y � {P AP . . � _ - _� ::.. -. .- .. Y- _ - _-�'- Y- 1 �� _-. _ �_ _ �_ _ _. wtH_�r _� _ y. ._ ' - ' — ___.,.... � .- .. - _ _ - — _ _. � � �' _ -_ 3S EIEC �n � n - ' � "3 D� �3_ ... —.. . --_-_ . - _ -- � �. \\ __-.— k :.. � �._ - 8�/ — � _ _ __- _____- _ _ .. _ � .. I . � I I � � � � -� - 11 .. --__-- .. .—_._ -- — R HURCH RO � _ 70 SAIY NA C + \ ' --.�_ �� .� ', � �e 8 8 � SR 16i5 HA57Y RD 19'B5T 17' —_ _ ---- 4 . _ .. '. ; .. ___--- __—_ '_- _ _ - ' . � � - � _ _ _ - _ _ �� ,� __ c�:� i�_ °o� _: _ uaso 8� N --- -- ---�— — _ �- �, � • �- _ � —�-- � _ � s o� _ ..F F P ;�` --��.-..-x� -_`- - . . . E/ �:K � sa9 � * � _ e _ _ . _ _ _ _ _ _ - _ .� "..- - ,k^ �Nte� _ /� -� * - . � � -r- ---g � � . -� -� � _ � wer avos: .�." y 1� E r`�'o. °, � i •0 -L - � � . Y- � -L � - - - t Y- _ _ _ �l � Y- . y P m , i,... ' WOODS Y, Y� . WOODS '�WETLANDS '� � . �r�F�. '\ �� - � � F � ,�t -� 1 -� . � .....� - � Y � � �- WtTLAN05 �.C��. y \ .�' J'- Y- i� -'F Y- -'� Y -Y � �� \ \., S� S� .. WOOOS � � � \'a_':r) �. CL II RIP RAP � DENOTES FILL IN WETLAND � DENOTES MECHANIZED CLEARING 50' 0' S0' 100' 150' GRAPHIC SCALE FOR PROFILE. SEE SHEET 5 O CARROLL'S REALTY PARTNERSNIP OB NE PG n pB 12T PC 32� -L- PT Ni68B2 �RAU -�� . ._-."... _ . --v. - 1 -�� / - — s: 'L' -C- POT Nt9.i75 -[- P�! A6+A625 Bd �ILL �1 MI ' -- n�LL �I MI 1 -�i I I 9! ,,, - 1 8:i � ENGINEERING PROJECT REFERENCE NO. SHEET NO. L, � B-5744 5 _ ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 3220 CLEN ROYAL RD. RALEIGH, NC 27617 TELE 919.788.0224 FAX 9] 9.758.0232 NC LICENSE �P-OlS9 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED BRIDGE HYDRAULIC DATA DES�GN DISCHARGE = 2700 CFS DES�GN FREOUENCY = 25 YRS DESIGN HW ELEVATION = /445 FT BASE DISCHARGE = 4000 CFS BASE FREOUENCY = IQD YRS BASE HW ELEVATION = 142.58 fT OVERTOPPING DISCHARGE = 4825 CFS OVERTOPPING FREOUENCY= /OiD+ YRS OVERTOPPING ELEVATION = 1429 FT DATE OF SURVEY = 1358 W.S.ELEVATION AT DATE OF SURVEY = 2�2�20/6 FT B GlN R - S A/0 25 /_ l+30 � W E_ l .35 P= �2 20 - � V= 80' = 4� � EN �R E - = m -L ST l8 V = mph _ m W � _ % -105 /9% REM VE OL � � � ��2 82i ,�, � �� CON RETE BUTME T I I I ( P)5 II RIP RA 3. ' KEY-IN � � � � � i �� I � � � � EXCA TION 37cy � � EXCAV ION— Ocy � BM � ELEV = 14392' N 33/.425 E 18642/4 -L - STA 10+2pA1 843' LEFT RR SPIKE lN l6' POLAR � � .� � :� � � � � � � Z � �G �,� ��, �� FOR PLAN, SEE SHEET 4 �� ,�� 10 11 12 13 14 15 16 17 18 19 20 WETLAND PERMIT IMPACT SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS 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 13+30 TO 16+67 -L- LT WETLAND IMPACT 0.03 0.04 1 13+40 TO 17+47 -L- RT WETLAND IMPACT 0.06 0.05 TOTALS*: 0.09 0.09 0 0 0 "Rounded totals are sum of actual impacts NOTES: '�' k lif;llr� tlt North Carolina Department of Transportation �1 �i L C. }l`t 11ti'c11t °f I , Highway Stormwater Program �;�- STORMWATER MANAGEMENT PLAN -- (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: 45700.1.1 TIP No.: B-5744 County(ies): Scotland Page 1 of 1 General Project Information WBS Element: 45700.1.1 TIP Number: B-5744 Project Type: Bridge Replacement Date: 2/22/2016 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 P hone: 910-944-2344 P hone: 919-851-6606 Email: ackin ncdot. ov Email: khefner mi-en ineers.com Cit ITown: Laurinbur Count ies): Scotland River Basin s: Lumber CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th lin. miles or feet : 0.156 mi. Surrounding Land Use: Rural Proposed Pro'ect Existin Site Pro'ect Buiit-U on 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 (veh/hr/day): Desi n/Future: Year: Existin : 1400 Year: 2010 General Project Narrative: Existing 108' (1@18.1, 1@18', 1@18.1', 1@18', 1@18.1', and 1@18') bridge timber deck on I-beams with timber caps & piles, timber bulkheads at end bents and interior bents (Description of Minimization of Water on SR 1615 (Hasty Road) spans Leith Creek. Existing bridge will be replaced while the road is closed (no detour bridge). The replacement bridge is three spans of 1@30' (21 "), Quality Impacts) 1@60' (24"), and 1@30' (21 ") cored slab bridge with sloping abutments. The proposed bridge does not have any bridge deck drains, therefore, direct discharge to into the stream is eliminated. Roadway drainage is collected into 1 TB 2GI at the eastern end of the approach slab and oulets to the left side into a rip rap pad. Waterbody Information Surface Water Body (1): Leith Creek NCDWR Stream Index No.: 14-33 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)