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Home My WebLink About20190195 Ver 1_B4516_Permit Drawings_Buffer_20190211_20190212�-��e�t��ti,�jY North Carolina Department of Transportation // � �ut01'lY1we3Yet' Highway Stormwater Program �">�"I STORMWATER MANAGEMENT PLAN -- (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: TIP No.: B-4516 County(ies): Franklin Page 1 of 1 General Project Information WBS Element: TIP Number: B-4516 Pro'ect T pe: Brid e Re lacement Date: 1/22/2019 NCDOT Contact: Galen Cail Contractor I Designer: Reid Robol, PE-VHB Address: 1000 Birch Ridge Drive Address: g40 Main Campus Drive, Suite 500 Raleigh, NC 27610 Raleigh, NC 27606 Phone: 919-707-6711 Phone: 919-754-5005 Email: cail ncdot. ov Email: rrobol vhb.com City/Town: County(ies): Franklin River Basin s: Tar-Pamlico CAMA County? No Wetlands within Project Limits? No Pro'ect Descri tion Pro'ect Len th lin. miles or feet : 0.180 Miles Surroundin Land Use: Forest, agricultural, and rural residential Pro osed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 2.1 ac. 1.3 ac. Typical Cross Section Description: 2@ 11' lanes, 4' shoulders 2@ 9' lanes, 2' shoulders Annual Avg Daily Traffic (vehlhrlday): Desi n/Future: 800 Year: 2025 Existin : 400 Year: 2010 General Project Narrative: State project B-4516 involves the replacement of the existing NCDOT Bridge #340052 on SR 1433 over Sandy Creek. Bridge #340052 consists of 1@18.1', 1@16.8', 1@34.6', (Description of Minimization of Water 1@17.2', 1@16.7', 1@17.3', 1@17.6' RC floor with timber caps and piles and a 2.8' step cap. The proposed bridge consists of 1@100', 1@50' 39" box beam with 4'-0" caps. The Quality Impacts) proposed crossing is located in Zone AE of FIRM Map number 3720282800J and was studied by Limited Detail Study methods. Two stormwater outfalls are proposed which will be placed at a distance to minimize disturbance to adjacent stream and nearby buffers. Rip Rad pads will be utilized to dissipate the energy. No deck drains are required for the proposed bridge. Waterbod Information Surface Water Body 1: Sandy Creek NCDWR Stream Index No.: 28-78-1- 8 NCDWR Surface Water Ciassification for Water Body Primar Classification: Class B Su lemental Classification: Nutrient Sensitive Waters NSW Other Stream Classification: None Im airments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Sand Creek Buffer Rules in Effect: Tar-Pamlico Pro'ect Includes Brid e Spannin Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissipator Pads Provided in Buffer? No 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) � � d` � � .. � V � 0 � � � � �� FRAI�I�LI1� COUI�TY LOCATIOIV: BRIDGE 11t0. 52 OVER SA11lDY CREEK 0111 SR 1433 (PERS0111 RD.) TYPE OF WORK GRADIIVG, DRAINAGE, PAVIIVG, A1VD STRUCTURE BUFFER IMPACTS PERMIT s�"°°� �P° BUFFER DRAWING SHEET 1 OF 3 � e�., • � � V � � O V CLEARING ON THIS PROJECT SHALL BE TO LIMITS ESTABLISHED USING METHOD III. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. DOGUMENT NOT CONSIDEREU FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA AROJECT LENGTH Prepared zn tae o}Jices oJ:• FIyDRAULICS ENGINEER LENGTH ROADWAY TIP PROJECT B-4516 = 0.151 mi. � S T E WA R T ��/il� 50 25 0 50 100 2��9 %�T = 4�� °" �..s«ra��, vHse�g��eer�ngNc,Pc(c-s�osl �� 89�� LENGTH STRUCTURES TIP PROJECT B-4516 = 0.029 mi. �s�s3d��,=o'°'�� sa°""a'�ae;g„`Na;sos°"es°° ��,�� `+�� PLANS V= 6O MPH — 2078 STANDARD SPECIFICATlONS e� � FUNC. CLASS. = TOTAL LENGTH TIP PROJECT B-4516 — 0.180 mi. p.E. RIGHT OF WAY DATE: ANDY YOUNG. PE SIGNATURE: m� � 50 25 0 50 100 MINOR COLLECTOR rxo�Ecr exciNSEx ROADWAY DESIGN ENGINEER � � SUBREGIONAL TIER OCTOBER 8, 2018 �A � PROFILE (HORIZONTAL) RlGHT OF WAY MICHAEL BURNS, PE �� a� COMPLETE: PROJECT DE57GNER �yg p�� 10 5 0 10 20 LETTING DATE: LISA GILCHRIST, EI NCDOT CONTACT PE PROFILE (VERTICAL) JUNE 27, 2019 srcxaz�xs: See Sheet 9A For Index of Sheets See Sheet 9B For Conventlonal Symbols � 6 � —L— Pl Sta /8-�-6559 0 = /P 45' 20J' (LT) D = 3'49'//A' L = 307J6' T = 154.42' R = 1.500A0' � = 4% Runoff = l00' DETAIL 1 DETAIL 2 DETAIL 3 SPECIAL CUT DITCH TOE PROTECTION BANK STABILIZATION , � � �o s�a�e, � No„o ��a�a, , No, �a s�a�a, � o� DitA O� sL�o 3.0'min. �rel 9� �e� Slape M1'� �S`�F' Ground 7�/ D F\� GROUNo F� PE 1.ONW5 d d 4 Gea�enile GEOTE%TiIE Min. D= 1.0 H. d= 1.0 k. GEOTEXiILE Type of Liner= CLASS 8 RIP RAP Maz. d= 1.0 Ff. FROM $TA. 11 I 00 TO STA. 13-I-15 -L- LT. TYPe of Liner= CIASS B RIP RAP Type of Liner= C1A55 II RIPRaF FROM $TA. 11+00 TO $TA.12+J8 -L- RT. FROM $TA. 13+29 TO $TA. 14+30 -L- LT. FROM $TA 14+49 TO STA 1d+80 -L- FROM STA. 13+00 TO STA. 14+30 -L- RT. FROM STA 151-22 TO STA 15 i 41 -L- FROM STA. 16+04 TO STA. 17+00 -L- RT. FROM $TA.16+12 TO $TA. 19+00 -L- LT. � ALLOWABLE IMPACTS ZONE 1 \�� ALLOWABLE IMPACTS ZONE 2 0 N Z 0 > � SPECIAL LA7 V-DITCH— W/CLA55 B RIP RAP SEE DETAIL 1 EST 90 TONS EST 270 SV GEOTEXTILE __ -- _ I '- RSON F, N I��F� BLI � 25 PAIR, COPPER, Cen'�� 'rF�:;g�� '^� _ . _ . . . �. ,.�'-. � � � cR� .... � +50.00 � � �� \ 50' RT \ SPECIAL LAT V-DITCH— \\ W/CLASS B RIP RAP SEE DETAIL 1 �� EST 75 TONS � �� l z�,;,�. EST 225 SY GEOTEXTILE C � � � B S d SITE 1� EXCAVATE TO ELEV=245.0' CL455 B RIP RAP CL45S II RIP RAP �NP) EST 2 TONS E5T 7 SY GEOTEXTIIE TOE PROTECTION SEE DETAIL 2 EST 40 TONS ' EST 110 SY GEOTEXTILE COLLAR AND EXTEND EXISTING 18' RCP W/CLA55 IV RCP /j � R __ no F ia 1`k �,,g,�.,�,��- �i �� 040 ` �� a N 37' 07' 39.8' E � il �� ,�P r/1 1 / O TOE PROTECTION� � SEE DETAIL 2 EST 50 TONS EST 140 SY GEOTEXTILE gANK STABILIZATION— W/CLA55 II RIP RAP EST 110 TONS EST 130 5Y GEOTEXTILE . . SEE DETAIL 3 SITE 2 � � ro 0 m 4� N C O C w � � � w � ° PAVEMENT—BRIOGE RELATIONSHIP SKETCH N BRIDG END SBG - - a. + +18.00 LT - - a. 4+ . � i VAR.P.S. GREU, TL-3 E-III p TYPE-III GREU, TL-3 8:1 8.• VAR. PS. � � � Q �L� � � � � N o � � O g O N O � � B�� -II � TYPE-III GREU,TL-3 �' GREU, TL-3 i VAR. PS. VAR.PS. `� END SBG INC= � +IB.00 RT 2 ' �' ITYPJ o - - o. eBM•2 - - a. NOrE NOr TO SCALE � SITE � I �� I I S `'• m x � "m F \ � / EXCAVATE TO ELEV=241.0' CLASS B RIP RAP / EST 1 TONS EST 5 SY GEOTEXTILE n H + y Q 65�cr �15" W/ELBOW$ � 40 TB 2GI � �J 8� TB 2GI 40 �15" W/ELBOWS �_ _ � r � - - - - - � - --a�► 'vI —W�I a—I .,_-_------p /,1,�-- —�,`\�_— ��CLASS B RIP RAP ` EST 1 TONS \ 6S�T 5 SY GEOTEXTILE �BANK STAB ATION (a 1.5:1 W/CLASS II RI � RAP EST 65 TONS \E5T 75 SV G �TEXTILE SEE DETAIL 3 � 51TE 3 TOE PROTECTION SEE DETAIL 2 E5T 35 TONS EST 105 SY GEOTEXTILE PROIECT REFERENCE NO. B-45/6 '.OADWAY DESIGN ENGINEER ^O01 $nl V �P� J SHEET NO. 4 IYDRAULICS ENGINEER w...ne�a.�� 8V�1V SI L` h,� C' t VHB Enaineering NC, P.0 (C-3 L V V I\ 9a0 Main Gmpus onve Suire 50 2]606 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED BUFFER DRAWING N SHEET 2 OF 3 TOE PROTECTION SEE DEfAIL 2 EST 75 TONS EST 225 SY GEOTE%TILE � m + i �_ � Z _.1 0 2' F � 197' E ecs o m"Pa �„ iN-� 0BM•l � — o` x. f _ � �o � o � _ �N ; � N 1.-�_, _i A - � _. .r. � 1-��. /� i�� FOR -L- PROFILE,SE£ SHEET 5 FOR STRUGTURE PLANS,SEE SHEETS S-ITHRU S-P2 RIPARIAN BUFFER IMPACTS SUMMARY IMPACTS BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT Site Station Structure ROAD PARALLEL No. (From/To) Size / Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 CROSSING IMPACT (ft2) (ft2) (ftZ) (ft2) (ft2) (ft2) (ft2) (ft2) 1 14+25/14+42 -L- LT 1@100', 1@50' 39" BB W/ 4' CAPS X 0 497 497 1 14+42/14+7g -L- LT 1@100', 1@50' 39" BB W/ 4' CAPS X 1004 185 1189 2 14+19/14+42 -L- RT 1@100', 1@50' 39" BB W/ 4' CAPS X 0 670 670 2 14+42/14+g1 -L- RT 1@100', 1@50' 39" BB W/ 4' CAPS X 1335 150 1485 3 15+29/15+92 -L- RT 1@100', 1@50' 39" BB W/ 4' CAPS X 1485 910 2395 3 15+92/16+05 -L- RT 1@100', 1@50' 39" BB W/ 4' CAPS X 0 129 129 4 15+29/15+89 -L- LT 1@100', 1@50' 39" BB W/ 4' CAPS X 1188 859 2047 TOTALS`: 5012 3400 8412 0 0 0 0 0 NOTES Revised 2018 Feb