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Home My WebLink About20170310 Ver 1_SF250252_PERMIT_DRAWINGS_3-17-2017 - Copy_20170320�� ,4�y North Carolina Department of Transportation SG[�Y�11W2tPr . I � ,,.,.,,.,, Highway Stormwater Program ��.� STORMWATER MANAGEMENT PLAN (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 15006.1026039 TIP No.: SF-250252 County(ies): Cumberland Page 1 of 1 General Project Information WBS Element: 15006.1026039 TIP Number: SF-250252 Project Type: Bridge Replacement Date: 1/5/2017 NCDOT Contact: James Rerko Contractor I Designer: Kevin Alford, PE Address: NCDOT Division 6 Environmental Office Address: Wetherill En ineerin P.O. Box 1150 1223 Jones Franklin Road Fa etteville, NC 28302 Ralei h, NC 27606 Phone: 910-437-0207 P hone: 919-851-8077 Email: "rerko ncdot. ov Email: kalford wetherillen .com Cit ITown: Fa etteville Count ies): Cumberland River Basin s: Ca e Fear CAMA County? No Wetlands within Project Limits? No Pro'ect Description Pro'ect Len th lin. miles or feet : 0.131 miles Surroundin Land Use: Rural Residential Proposed Pro'ect Existin Site Pro'ect Buiit-Upon Area ac. 0.5 ac. 0.4 ac. Typical Cross Section Description: Two 12 foot Travel Lanes with 2 foot paved shoulder and 2 foot grassed shoulders on Two 11 foot Travel Lanes with 1 foot paved shoulder and 4 foot grassed shoulders on each side each side Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: Year: Existin : 1000 Year: 2016 General Project Narrative: The purpose of the project is to replace Bridge No. 252 on NC 53 over Indian Creek in Cumberland County. The existing roadway washed out at the location when the upstream (Description of Minimization of Water NCW RC impoundment dam broke. The existing culvert is 50.5 feet long. The replacement structure will be a 1@ 90' - 33" Box Beam Bridge. The roadway grade along the Quality Impacts) new structure will be approximately the same as the existing prior to the road washing out. To keep from widening the bridge, deck drains are required in order to decrease bridge spread but they will outlet outside of surface waters. The stormwater that bypasses the deck drains will be captured in a drop inlet at the endof the bridge and outleted into a roadside ditch. Existing drainage patterns will be maintained to the fullest extent possible. Class II rip rap will be used on the banks inside the bridge to help stablilize the banks. Waterbody Information Surface Water Body (1): Indian Creek NCDWR Stream Index No.: 18-42-1 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: N/A Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? N/A 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) � N �O O� O N V • � � V � � O V r� See Sheet 9-A For Index of Sheets �"1'�"I�l�: (�l� �(�I'�'I`H ��I�(�>l.l\.� II�I��I�I(�\ (�I�� I—I�I��I—I\V�.�>>"_ C UMBERLAI�D CO U1�lTY BT�TB 41'ATB VR018C1' REPEqBNC6 NQ B�BBT NO. PERMIT DRAWING 1�Te�, 15006.1026039 � S H E ET � O F I e'1'AT8 PROl.N0. P.A.PROl.N0. OPdCRIVifON 7 5006.102 6039 PE LOCATI011I: CULVERT N0.250252 OVER INDIA11t CREEK 0111 111C 53 TYPE OF WORK: GRADI11lG, DRAl11tAGE, PAVING £� STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT Nq\ 20%% \ + NC HWY 53 TO CUMBERLAND/BLADEN COUNTY LINE E BEGIN BRIDGE STA. 14 + 12.38 TO SR 2228 (JOHNSON RD.) END PROJECT 15006.1026039 STA. 17 + 44.00 STA. 15 + 04.63 75006.1026039 CONST. --.,��8c 66 G GON 6T'RLIG TIpN, �LG 3600 5. COLLE6E kD. STE. E-3]5 WILIMINGTON, NC 28412 � 1223 Jones Fronklin Rd. Q Raieigh, N.C. D606 � m ETHERILL �i<ense No. F-03n ENGINEERING Bus: 919 857 8077 Fax: 919 851 8107 TRANSPoRTATION PLANNING/DESIGN - BRI�Gf/STRUCTURE 0£5/GN CNIL/SlT£ DESIGN - G/5/GPS - CONSTRUCTiON OBSEMATiON BRIDGE #250252 DOCUMENT NOT CONSIDERED FINAL UNLES$ ALL SIGNATURES COMPLETEU GRAPHIC SCALES DESIGN DATA PROJECT LENGTH P�epo�ed for: HYDRAULICS ENGINEER ADT 2016 = 1000 DIVISION OF HIGHWAYS 30 7S 0 30 6� ADT FY = WA 1000 Birch Ridge Dr., Raleigh NC, 27610 �� Ppp � LENGTH ROADWAY PROJECT 15006.1026039 = 0.114 MILES �� PLANS DHV = WA 2012 STANDARD SPECIFICATIONS �� LENGTH STRUCTURE PROJECT 15006.1026039 = 0.017 MILES � i D= WA RIGHT OF WAY DATE: EDWARD G WETHERILL PE srcxaruns: P� � � PROJF.CT F,NG7NF.F,R 9 30 15 0 30 60 T= 7 %* TOTAL LENGTH PROJECT 15006.1026039 = 0.131 MILE$ DECEMBER 20, 2016 ROADWAY DESIGN � � V= 55 MPH ENGINEER � a PROFILE (HORIZONTAL) *(TTST =3% + DUAL =4%) LETTING DATE: GREG S. PURVIS, PE ��'r �� 6 3 0 6 12 FUNC CLASS = NCDOT CONTACT: VIRGINIA MABRY DECEMBER 20, 2016 pRorEcr nEsrcN exc,xaEn �� g��,ea� MAJOR COLLECTOR �N�7NAGER —PRIO/t!T}' PROJECTS UN7T PROFILE (VERTICAL) SUBREGIONAL TIER PE S7GNAT[IRE: i PAVEMENT SCHEDULE PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, L'1 AT AN AVERAGE RATE OF 168 LBS. PER S4. VD. IN EAGH OF TWO LAYERS. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, C 2 AT AN AVERAGE RATE OF 112 LBS. PER S�. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT IESS THAN 1%z" IN DEPTH OR GREATER THAN 2" IN DEPTH. E1 PROP. APPROX. 4.5" ASPHALT CONCRETE BASE COURSE, TYPE 625.06, AT AN AVERAGE RATE OF 513 LBS. PER SQ. YD. PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, E 2 AT AN AVERAGE RATE OF 114 LBS. PER Sa. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER THAN 5%2�� IN DEPTH. T EARTH MATERIAL. �J EXISTING PAVEMENT. U MILLING BITUMINOUS PAVEMENT. (SEE MILLING DETAIL) W VARIABLE DEP7H ASPHALT PAVEMENT (SEE WEDGING DETAIL) �t LINE -L- - SEE SHOULDER VAR. 0- 1.4' VAR. 0- 1.6' DETAIL FOR GUARDRAIL 2�-0" 2'-0" LOCATIONS FDPS FDPS RADE C1 W POINT C1 a$ 0.025 0.025 0.08 a. � ;C — — — — � O <Xi�� ORIGINAL GROUND Q � �_� � VARIABLE SEE X-SECT. 3 T U V T _ GRADE TO El � 5�� 5" El GRADE TO ORIGINAL GROUND � THIS LWE THIS LINE MILLING AT PAVEMENT TIE-INS NOTES TO CONTRACTOR For surface mixes over 1" in thickness, mill the existing pavement in acoordance with the following sketch as directed by the Engineer. Locations shall include ties into existing concrete pavement, at bridge approaches where the bridge will not be resurfaced, and at the beginning and ending point of each resurfacing map. Perform the work in accordance with Section 607 of the January 2012 North Carolina Department of Transportation Standard Specifications for Roads and Structures. Resurfacing will be accomplished at the same time as the milling operation. 2 5'-75' MILL EXISTING PAVEMENT ---_ I BEGINNING OR ENDING OF MAP, -- I -- � EXISTING CONCRETE PAVEMENT OR � NON-RESURFACEABLE BRIDGE DECKS �---------------- APPROX. THICKNESS OF SURFACE COURSE PERPORM VARIABLE DEPTH MILLING AT THE FOLLOWING LOCATIONS: -L- STA.70+54.00 TO -L- STA.11+22.00 -L- STA. 75+70.00 TO -L- STA. 17+44.00 � 42" CONCRETE BARRIER RAIL TYPICAL SECTION NO. 1 USE TYPICAL SECTION NO. 1 AS FOLLOWS: -L- STA. 10 + 54.00 TO -L- STA. 13 + 25.00 -L- STA. 15 + 29.00 TO -L- STA. 17 + 44.00 r_��n TYPICAL SECTION NO. 3 USE TYPICAL SECTION NO. 3 AS FOLLOWS: -L- STA. 14+12.38 (BEGIN BRIDGE) TO -L- STA. 15+04.63 (END BRIDGE) - SEE SHOULDER DETAIL FOR GUARDRAIL LOCATIONS .0 ORIGINAL GROUND 4:� �s � � T VARIABLE SEE X-SECT. GRADE TO �- �--��' THIS LWE ORIGINAL GROUND �t LINE -L- 4'-0" 2'-0" I I I 2' PERMIT DRAWING SHEET 2 OF 7 ORIGINAL GROUND - SEE STRUCTURE PLANS 42„ CONCRETE BARRIER RAIL 7,5" �GRADE TO THIS LINE TYPICAL SECTION NO. 2 USE TYPICAL SECTION NO. 2 AS FOLLOWS: -L- STA. 13+25.00 TO -L- STA. 14+72.38 (BEGIN BRIDGE) -L- STA. 15+04.63 (END BRIDGE) TO -L- STA. 15+29.00 ORIGINAL GROUND — ��-� VARIABLE SEE X-SECT. ORIGINAL GROUND o.os PROIECT REFERENCE NO. SHEET NO. 15006J026039 2 ROADWAY DESIGN PAVEMENT OESIGN ENGINEER ENGINEER �_.,�r'qt s ; oo�a WIl�M1�GTONRo.�N4123I5 / 1333 lones franklin Rd. � Rale^gF, N C.3]606 �� ETHERILL e�s: sts�es aon ENGINEERING pa.: 9�9 ss aio� TRANSPoRTAipY PLANMIMG/OESKN - BMOGE/$TRfACTURE QES�GA� CN¢/SR£ OES�CN ' G�5/GPS ' COMSTAU[TK.W p95ENyATqN BRIDGE #250252 DOCUMENT NOT CONSIDERED FINAL I UNLESS ALL SIGNATURES COMPLETED I J > � � 3'-5" ,� FDPS 0 w � C1 � GRADE TO� U \ � 5�� THIS LINE r SHOULDER DETAIL USE SHOULDER DETAIL IN CONJUNCTION WITH TYPICAL SECTIONS NO. 1& 2: -L- STA.12+56.38 TO -L- STA. 14+12.63 RT. -L- STA.13+37.38 TO -L- STA. 14+12.63 LT. -L- STA. 15+04.63 TO -L- STA. 15+79.63 lT. & RT. ORIGINAL GROUND � FDPS = FULL DEPTH PAVED SHOULDER 0.025 SHEETING 12'-0" CL. II RIP RAP 6'-0" NAT. GROUND ?�I 1'� \ GEOTEXTILE SHEETING✓CHANNEL DETAIL SHEETING: -L- STA. 13 + 08.50 RT. TO -L- STA. 14 + 7 7.00 RT. -L- STA. 13+99.50 LT. TO -L- STA. 14+17.00 LT. CHANNEL: -L- STA. 13+50.00 RT. TO -L- STA. 14+44.00 RT. N z 0 � SALUE J BEARD •• � •� � � � � � � � � � � .�. � BRIDGE 250252 PROJECT REFERENCE NO. DECK DRAINS REQUIRED PERMIT DRAWING 15006.1026039 ROW PLANS RNJ SHEET NO. 5" X b" SLOTS ON 5 FT. CENTERS DOCUMENT NOT CONSIDERED FINAL ROADWAY DESIGN FROM STA. 14+20 TO STA. 14+25 LT. 8 RT. S H E ET 3 O F 7 UNLESS ALL SIGNATURES GOMPLETED EN�INEER FROM STA. 14+92 TO STA. 14+97 LT. & RT. TIMOTHY W LUNT DENOTES TEMPORARY IMPACTS IN SURFACE WATER TEMPORARY R OF THE CREEK °252 IMPACT TO IS ROP LINE DISTURBEO 2 BARI DENOTES IMPACTS IN SURFACE WATER ��S CONC BOx CULVE -L- POT St0.9+50A0 SURFACE WATER \ =-DET- PC STAIO+OOAO BANK \s � STABI LIZATI O N � BEGIN PROJECT 15006.1026039 BRO� OSED o a�� STA. 10 + 54.00 � � N rn �� a EXIS ING R/W t �q � N �- -�1M�66Dr-F--F----_F . _F F _F F\ �, F -- - o �-k�k�k�k��k� 0 C F - F/ - - NC NW 3 25' BST 12, _� _ � �z' N l4° 04' 33.1" W � 6� C C -F -- F -- F� \ o TO CUM ERLAND/ ?LADEN C UNTY LINE � o GRASSSPECIAL CUT �' ' DITCH W/RIP RAP C� �- -� � Exi nNc Riw SEE DETAIL A y DETAIL A � SPECIAL CUT DITCH �Ho��o s��o� N � p,o�� c,a��a zi 1Ew�ie� siap�e d ° RETAIN SHEETING USED Ge�1eA�1e M;,,.o = ,F�. DURING CONSTRUCTION Tv�� of�,��.- ��os=e Rp-Rop M�x d=, Fr. pHASING AND LOWER TOP 2 FeoM -�- srA.,z-zs ro srn ,s-S ar. ELEVATIO MATCH o' � PROPOSED HANNEL SHAPE. _ m� � -" �jSHEETING SHALL BE DRIVEN CLASS II - `" � TO A MINIMUM ELEVATION RIP RAP n� /� / S`rATE OF NC OF 78.0. 0 o i i� ' � i BROKEN ASPHALi < SHEET NO. 4 HYDRAULICS ENGINEER BANK � '�� PRELIMIN RY PLANS DETAIL B oo xar ose ro CONSTAUCT[ON STABILIZATION SPECIAL CUT DITCH � �, � ,�o��a s��e, � REMOVE �,o� � ��°;e� o,��n & EXI$TING ��,a 3 ��` 1223�onesFrank�inRd. .� F 6&GG�NBTfiWGTlmN,LL� ETHERILL � 3fi0� 5. COLLEGE R0. STE E3J5 Raleigh, N.C. 27606 CULVERT mo.o = iF� w�unmeroN,r�czeaiz ENGINEERWG LicenseNo.F-0377 SPECIAL CUT Bus: 9198518077 DITCH FROM -L- STA 15-03.50 TO STA.15-75 LT. FaX: 9198518107 FROM -L- S7A. 15 �. 03.50 70 S7A.16 � 25 RT. raarvsroRranorvr�nnrv[rv�/oEsicrv-eaic�E�srRucruREOEs�crv $EE DETAIL B � � � � � �N avnisReoes�cN-c�sicPs mNsraurnor�oeseavnnoN 2 TONS CLASS B �� EXISTINC R/W _ C GEOTEXTILE = N-L- POT StO.18+35.00 -= � o � � TB 2GI � F _F F J 16�� __ C ; � �2� � 2� NC NWY 53 25' BST � B 2GI / F F C ��' - ` � � WOODS -� C � � r0 SR 2228 � �. ^ � I (JOHNSON RDJ • � � C � � ,� \� I EXISTING R/W C � � CO C WW � \_ - � '� END SHOULDER BERM E CO W i --- 1 20' C C HW � SPESI�,L CUT DITCH � o N GUTTER AT STATION REC,riI`�\,`,' SOIL � lo, 15+29 LT. & RT. -- � 55 II E DETAIL B �M' --�� CXuSi IPII � �� + 25' TYP. NOTE: SEE DETAIL - � �� `�" � ��'r��n� � END PROJECT SHEET NO. 2 - - _ _'SO/L_ U�t I - - - RI � RAP ' � � I \ FOR SHEETING a T PORARY � � - �� BANKNNEL �� --------I .ACT TO �'� �'� --__, STABILIZATION I SU ACE-WA�E� -_� `�� P�� STA. 17 + 44.00 RETAIN � � CONC SPILLWAY STATE OF NC � � TOP= 97.sz� SEE SHEETS S-1 THRU� }?? FOR STRUCTURE PLANS . . . . . . . . . . . . . . . . . . BL . . . . . . . -.-. _-. .-. .. _-. . . - � � � � � � T T N � � I� � � � V �I I WO I � O� � ��2 �+ � I I , 'o i I `� ' 106 ..'Q I� ' � � I� I '�i ; _ � � 100- -'EX. " GRADE � 94 �-�o.s000� ; i 88 pATUI� DESCR I PT I ON iHE LOCALIZEU COOHUINATE SYSiEY DEYELaPEO FOfI iHIS PPOJECTi IS BASEU pl txE STAiE RANE CUONDINAiES ESTA&ISHED Br NCGS FpR 4pNUMENf "C252 &-1" �'ITx NAD 83/NSFS 1007 STATE PLANE GRI� COORDINATES OF li NORTNING: �W766•<93�fti EASTING: 2081082•660�ft1 � ELEVATION: 93.73�fn � THE AVERAGF COIBINED GRIU FACfOR USED ON THIS PR0.IECT � ICRp1ND 10 GRIU1 IS: 0.99989614 , TxE N.C. LA16ERi GRID BEARING AND LOCALIIED HOHIZONIAL GRp1ND DISiRNCE FROM I 'Ci52 BL-1' TO -L- SiATIRI t0i00.00 IS I 5 06' l2' 30' E i30.99' I ALL LIIEAfl UTAENSIONS ANE LOCALIZED HORIZONTAL �IS7ANCE$ . VENTICAL DATW IISED IS NAVD 88 , _L- PO WT OESC. NORTH EAST ELEVATION L S A 10 ------------ ---'------------ -------'-------- --" '----------- --'------------- --'-'--'------'- ---------------- 1 404766.4930 2081082.6600 99.73 11•29.76 17.93 RT 2 405144.4020 2080952.5570 97.39 15•27.96 16.36 RT 3 40538t.4624 2�80879.4696 98.02 17•75.68 29.59 LT Pl = 13+43.18 �u sTa. i a+ 5a.5o -�- �u�"� P� _ l6 +29.16 EL = 100.2/' �oo SKEW = 90° �C° EL = 98.78' VC =�2�� O� � ELEV. = 99.63 QO ��`!- �/C =�J�� (V 1@90' - 33" BOX BEAM � y, ' � � � � � K = 23/ K= 6OO m� W/SHEETING AT EBl �� DS = 55MPH � AND SPILL-THROUGH AT � DS = 55MPH Z� EB2 W/ 4'0" CAP QQ T �Q DECK DRAINS REQUIRED Z� -L- 15+03.50 (RT) lV(n ELEV =96 35 FT ( -)0.3000% m v •---- ___ f-10.5000% BRIDGE HYDRAULIC DATA Df5/CN D/SCHARCf - 1100 DES/GN FREaI/ENCY = 50 �sicN rnv f�EvarroN = �s BASE O/SCHARGE = 4300 BASE FREOUENCY - �D BASE MM ELEVATiON = 9i.B0 OVERTOPPiNG D/SCHARGf � 490ip+ OVERTOPPING FREWENCY= 5A0+ OVfRTOPPING fLEVAT�N � 989 DATE OF SUftVEY ' l2/27/2a6 WS.ELEVAT/O�V AT DATE OF SURVfY ` �2 M1� 03 . . . . . . . . . . . . . . . . N'� �O � 0 � � � f 10.5000/ - _o.5o�ro - ��°ao �� ---- _ -- -- � ` � LOWEST � o -- .25% "�2.30 /a � �6�5j/ ` CHORD 4,p„ CAP � �9��0 ♦ f- �� F ``��•� 2oLL �" --__ 3.00% U�Q, N . . . - _ _ � _ � ~`n� o^ -L- 13+25.00 (RT) N ^ �+°' +a ELEV.=89.84 FT II N Z� II � > r j BEGIN DITCH W J J � � � � - - + . SHEETING � � m � w � w ELEV. = 87.80 FT END DITCH -L- 14 + 44.00 (RTl ELEV. = 84.98 FT CLASS II RIP RAP - W/GEOTEXTILE NWS = 88.7 12 13 14 h � J � N `^ -L- 16 + � u ELEV. = 9 �, -L- 15 + 75 (LT) � "' ELEV. = 96.41 FT BEGIN DITCH -L- 15+03.5 (LT ELEV. = 93.95 FT CLASS �� WATER SURFACE RIP RAP ON DATE OF SURVEY W/GEOTEXTILE ELEV. = 88.2 (12-2 7-16) 15 16 ■�■■■■■� �� ■■■�■■�� ■■■■■■■■ ■■■■■■■ ■■■■■■� ........ ........ ■�■■■�■�� ■■■■■■■■ �■■■�■�� +10.1500% -L- STA.15+41 ELEV. END DITCH -L- 16+25 (RT) ELEV.=97.64 FT 17 GRADE r+�o.�5ooi +�; 18 118 112 106 100 94 88 OZ 76 N z 0 � SALUE J BEARD •• � •� � � � � � � � � � � .�. � BRIDGE 250252 PROJECT REFERENCE NO. DECK DRAINS REQUIRED PERMIT DRAWING 15006.1026039 ROW PLANS RNJ SHEET NO. 5" X b" SLOTS ON 5 FT. CENTERS DOCUMENT NOT CONSIDERED FINAL ROADWAY DESIGN FROM STA. 14+20 TO STA. 14+25 LT. 8 RT. S H E ET 4 O F 7 UNLESS ALL SIGNATURES GOMPLETED EN�INEER FROM STA. 14+92 TO STA. 14+97 LT. & RT. TIMOTHY W LUNT DENOTES TEMPORARY IMPACTS IN SURFACE WATER TEMPORARY R OF THE CREEK °252 IMPACT TO IS ROP LINE DISTURBED 2 BARI DENOTES IMPACTS IN SURFACE WATER ��S CONC BOx CU�vE -L- POT St0.9+50A0 SURFACE WATER \ =-DET- PC STAIO+OOAO BANK --��S � STABI LIZATI O N � BEGIN PROJECT 15006.1026039 BRO� OSED \ 2a� � N STA. 10 + 54.00 \ / N rn �� a EXIS ING R/W t � N � - -�1M�66Dr -�-- -- _F . _F F �F F\ - ' - - o �-k�k�k�k��k� o C � F/ � - 0 NC NW 3 25' BST 12, _� _ � �z' N l4° 04' 33.1" W � 6� � C C -'F -- F -- F� \ v�i TO CUM ERLAND/ ?LADEN C UNTY LINE � o GRASSSPECIAL CUT �' ' DITCH W/RIP RAP C� �- -� � Exi nNc Riw SEE DETAIL A y DETAIL A � SPECIAL CUT DITCH �Ho��o s��o� N � p,o�� c,a��a zi 1Ew�ie� siap�e d ° RETAIN SHEETING USED Ge�1eA�1e M;,,.o = ,F�. DURING CONSTRUCTION Tv�� of�,��.- ��os=e Rp-Rop M�x d=, Fr. pHASING AND LOWER TOP 2 FeoM -�- srA.,z-zs ro srn ,s-S ar. ELEVATIO MATCH o' �� PROPOSED HANNEL SHAPE. _ w � � l� L-" �jSHEETING SHALL BE DRIVEN CLASS II - kJ TO A MINIMUM ELEVATION RIP RAP n� /� / S`rATE OF NC OF 78.0. 0 o i i� ' � � BROKEN ASPHALi < SHEET NO. 4 HYDRAULICS ENGINEER BANK � '�� PRELIMIN RY PLANS DETAIL B oo xar ose ro CONSTAUCT[ON STABILIZATION SPECIAL CUT DITCH � �, � ,�o��a s��e, � REMOVE �,o� � ��°;e� o,��n � EXI$TING ��,a 3 ��` 1223�onesFrank�inRd. .� F 6&GG0N6TRWLTON,LL� ETHERILL � 3fi0� 5. COLLEGE R0. STE. E3J5 Raleigh, N.C. 27606 CULVERT m�.o = iF� w�unmeroN,Nczeaiz ENGINEERWG LicenseNo.F-0377 SPECIAL CUT Bus: 9198518077 DITCH FROM -L- STA 15-03.50 TO STA.15-75 LT. FaX: 9198518107 FROM -L- S7A. 15 �. 03.50 70 S7A.16 � 25 RT. raarvsroRranorvr�nnrv[rv�/oEsicrv-eaic�E�srRucruREOEs�crv SEE DETAIL B � �� N avnisReoes�cN-c�sicPs mNsraurnor�oeseavnnoN 2 TONS CLASS B ��_ � EXISTINC R/W _ C GEOTEXTILE = N-L- POT StO.18+35A0 -= � o � � TB 2GI � F _F F J 16�� __ C ; � �2� � 2� NC NWY 53 25' BST �B2GI / F F C � �'- ` � j WOODS -� C � � r0 SR 2228 � �. ^ � I (JOHNSON RDJ • � � C � � ,� \� I EXISTING R/W C � � CO C WW � \_ - � '� END SHOULDER BERM E CO W i --- 1 20' C C HW � SPESI�,L CUT DITCH � o N GUTTER AT STATION R[�C,ril`�\,`,' SOIL � lo, 15+29 LT. & RT. -- � SS II E DETAIL B �M' --� C�pc,- i�,l,� �� + 25' TYP. NOTE: SEE DETAIL - � �� `�" � `�`��"��1�� END PROJECT SHEET NO. 2 - - _ _'SO/L_ U�t I - - - RI � RAP ' � � I \ FOR SHEETING a T PORARY � � - � CHANNEL �p� ' - _ _ _ � -- � _ � BANK - - - - -I ACT TO �' � � � STABILIZATION I SU ACE-WA�E� -_� `�� P�� STA. 17 + 44.00 RETAIN � � CONC SPILLWAY STATE OF NC � � TOP= 97.sz� SEE SHEETS S-1 THRU� }?? FOR STRUCTURE PLANS . . . . . . . . . . . . . . . BL . . . . . . -.-. _-. .-. . ___. . . - � � � � � � T T N � � I� � � � V �I I WO I � O� � ��2 �+ � I I , 'o i I `� ' 106 ..'Q I� ' � � I� I '�i ; _ � � 100- -'EX. " GRADE � 94 �-�o.s000� ; i 88 pATUI� DESCR I PT I ON iHE LOCALIZEU COOHUINATE SYSiEY DEYELaPEO FOfI iHIS PPOJECTi IS BASEU pl txE STAiE RANE CUONDINAiES ESTA&ISHED Br NCGS FpR 4pNUMENf "C252 &-1" �'ITx NAD 83/NSFS 1007 STATE PLANE GRI� COORDINATES OF li NORTNING: �W766•<93�fti EASTING: 2081082•660�ft1 � ELEVATION: 93.73�fn � THE AVERAGF COIBINED GRIU FACfOR USED ON THIS PR0.IECT � ICRp1ND 10 GRIU1 IS: 0.99989614 , TxE N.C. LA16ERi GRID BEARING AND LOCALIIED HOHIZONIAL GRp1ND DISiRNCE FROM I 'Ci52 BL-1' TO -L- SiATIRI t0i00.00 IS I 5 06' l2' 30' E i30.99' I ALL LIIEAfl UTAENSIONS ANE LOCALIZED HORIZONTAL �IS7ANCE$ . VENTICAL DATW IISED IS NAVD 88 , _L- PO WT OESC. NORTH EAST ELEVATION L S A 10 ------------ ---'------------ -------'-------- --" '----------- --'------------- --'-'--'------'- ---------------- 1 404766.4930 2081082.6600 99.73 11•29.76 17.93 RT 2 405144.4020 2080952.5570 97.39 15•27.96 16.36 RT 3 40538t.4624 2�80879.4696 98.02 17•75.68 29.59 LT Pl = 13+43.18 �u sTa. i a+ 5a.5o -�- �u�"� P� _ l6 +29.16 EL = 100.2/' �oo SKEW = 90° �C° EL = 98.78' VC =�2�� O� � ELEV. = 99.63 QO ��`!- �/C =�J�� (V 1@90' - 33" BOX BEAM � y, ' � � � � � K = 23/ K= 6OO m� W/SHEETING AT EBl �� DS = 55MPH � AND SPILL-THROUGH AT � DS = 55MPH Z� EB2 W/ 4'0" CAP QQ T �Q DECK DRAINS REQUIRED Z� -L- 15+03.50 (RT) lV(n ELEV =96 35 FT ( -)0.3000% m v •---- ___ f-10.5000% BRIDGE HYDRAULIC DATA Df5/CN D/SCHARCf - 1100 DES/GN FREaI/ENCY = 50 �sicN rnv f�EvarroN = �s BASE O/SCHARGE = 4300 BASE FREOUENCY - �D BASE MM ELEVATiON = 9i.B0 OVERTOPPiNG D/SCHARGf � 490ip+ OVERTOPPING FREWENCY= 5A0+ OVfRTOPPING fLEVAT�N � 989 DATE OF SUftVEY ' l2/27/2a6 WS.ELEVAT/O�V AT DATE OF SURVfY ` �2 M1� 03 . . . . . . . . . . . . . . . . N'� �O � 0 � � � f 10.5000/ - _o.5o�ro - ��°ao �� ---- _ -- -- � ` � LOWEST � o -- .25% "�2.30 /a � �6�5j/ ` CHORD 4,p„ CAP � �9��0 ♦ f- �� F ``��•� 2oLL �" --__ 3.00% U�Q, N . . . - _ _ � _ � ~`n� o^ -L- 13+25.00 (RT) N ^ �+°' +a ELEV.=89.84 FT II N Z� II � > r j BEGIN DITCH W J J � � � � - - + . SHEETING � � m � w � w ELEV. = 87.80 FT END DITCH -L- 14 + 44.00 (RTl ELEV. = 84.98 FT CLASS II RIP RAP - W/GEOTEXTILE NWS = 88.7 12 13 14 h � J � N `^ -L- 16 + � u ELEV. = 9 �, -L- 15 + 75 (LT) � "' ELEV. = 96.41 FT BEGIN DITCH -L- 15+03.5 (LT ELEV. = 93.95 FT CLASS �� WATER SURFACE RIP RAP ON DATE OF SURVEY W/GEOTEXTILE ELEV. = 88.2 (12-2 7-16) 15 16 ■�■■■■■� �� ■■■�■■�� ■■■■■■■■ ■■■■■■■ ■■■■■■� ........ ........ ■�■■■�■�� ■■■■■■■■ �■■■�■�� +10.1500% -L- STA.15+41 ELEV. END DITCH -L- 16+25 (RT) ELEV.=97.64 FT 17 GRADE r+�o.�5ooi +�; 18 118 112 106 100 94 88 OZ 76 N� � SALUE J BEARD °ECIAL NOTES FOR TEMPORARY SHEETING . FOR STEEL SHEET PILES, SEE SECTION 1084 OF THE STANDARD SPECIFICATION I• PZ-27 SHEETING IS TO BE DRIVEN FOR THE TEMPORARY HEADWALLS OF THE PES AS SHOWN ON THE ROADWAY PLANS. �. THE SHEET PILES SHOULD BE DRIVEN TO A TIP ELEVATION OF 71.0 FEET. -L- POT Sto.9+50A0 =-DET- PC STAIO+OOAO EXISTING R/W 0 0 0 NOTE: NO IMPACTS ON THIS SHEET RUN OF THE CREEK °z52 IS PROP LINE DISTURBEO 2 BARREL �,/S\ CONC BOX CULVERT � s�� a 92 �� N W��S ! �3 25' BST � � i � ; ro cuM ER�arvoi � � BLADEN C UNTY LINE �, i i i xisriNc i o i BEGIN DETOUR w i STA. 10 + 56.95 -0ET- � i BRIDGE 250252 PROJECT REFERENCE NO. SHEET NO. 15006.1026039 2A-2 PERMIT DRAWING DETOUR PLAN RMI SHEETNO. DOCUMENT NOT CONSIDERED FINAL ROADWAY DESIGN hivoknuucs S H E ET 5 O F 7 UNLESS ALL SIGNATURES GOMPLETED EN�INEER ENGINEEfl TIMOTHY W LUNT ��t� � rs.ccmrrarrauGT�mra,l�� 12237onesFrankiinRd. 3fi0�5.COLLEGER0.5TEE3J5 ETHERILL Raleigh,N.C.27606 w�unmeroN,r�czeaiz ENGINEERWG LicenseNo.F-0377 Bus: 919 851 8077 Fax: 919 851 8107 raarvsroRranorv r�nnrv�rv�/oEsicrv - eaic�E�srRucruRE oEs�crv "lJ } .'� > ,'� > .'� i� } , ti QVIL/SRE �ESIGN - GIS/GPS � CONSTRUCI]ON OBSERVATION ��.� �tr� ��.i �,�� t J� _ EXISTINC R/W _ �= � -L- POT Sto.18+35.00 �o � �� i � � �� _� _ �� , . BROKEN ASPHALi AREAS -- — _ N �� 4' 33.�� W _� � _ _ �__ _ _ _ ---_.___ i � I �l� _ C NWY 53 25' BST �\% I � �--� � , I � F woODs �� cRass N � � �� F� END DETOUR ro sR 222a � F � ` � STA. 17 + 69.04 -D ET- ��OHNSON RDJ C TEMPORARY i � � � _ -- _ _ _ _F HEADWALL � • / � Exisrwc Riw ' F F CONC Ww F �J // /L� _ � C � � —� � � CONC W • / C � — -2II'CONC HW � � / � � � � \ � I �— � � � - - - Q s0/L � 1 , �\ � � � — — _ _ _ _ _ _ — /� \ \ F � �� / � � �_ _ _ c� - - i � � I � F F � --� G � � �--_ �� a ,- � TEMPORARY F F �� --- �,-�� _�` _�� -%j _ � HEADWALL I I F Z-� ------_�� P�� `" � 2@84" CSP n� /� S`rATE OF NC 0 o i i� � � ��8 li i ' 94 i i 88 � �2 � � a 76 E a � QN N� �N' r� ;� �, STATE OF NC SEE SHEET 4 FOR -L- PLAN AND PROFILE �' ' �CONC SPILLWAY U TOP= 97.sz� SEE SHEETS S-1 THRU 5-17 FOR STRUCTURE PLANS __,-- _ .___-_--___ ___-___-_ �� - __ -�___ ��8 - �i Pl = 16+54.00 Pl =_ l5 +42.66 EL = 98.94' a o � 112 cT , ,- EL - 99.65' _ , rn ; VC - 75 Q - - _ , - � �L l VC 75 � � - i _ K=80 K-153 _ �r� _ _ � ��. 106 PH : - DS 45MPH DS 60M a d , '� .__ _._ ____ _,_. __, __. __ � � _ _. _: . : _ —��—'�� _ � �` � r -�----__-L--- � _ 1 `� ^ � �� __----- � 2@84" CSP WATER SURFACE ' ON DATE OF SURVEY (AT WLET) �to !7f1092 Pl Sto l8+1429 ELEV. = 89.5 = 2f38'42.4'fRTJ p = lTl2'12.4fRT1 �!_ 12-21-171 rt = z.�uuv rc = �i�.w I - �� - - - OS = 20MPH DS = 20MPH 11 12 13 14 15 16 17 N� � SALUE J BEARD °ECIAL NOTES FOR TEMPORARY SHEETING . FOR STEEL SHEET PILES, SEE SECTION 1084 OF THE STANDARD SPECIFICATION I• PZ-27 SHEETING IS TO BE DRIVEN FOR THE TEMPORARY HEADWALLS OF THE PES AS SHOWN ON THE ROADWAY PLANS. �. THE SHEET PILES SHOULD BE DRIVEN TO A TIP ELEVATION OF 71.0 FEET. -L- POT Sto.9+50A0 =-DET- PC STAIO+OOAO EXISTING R/W 0 0 0 NOTE: NO IMPACTS ON THIS SHEET WOODS RUN OF THE CREEK °z52 IS PROP LINE DISTURBED 2 BARREL �,/S\ CONC BOX CULVERT � s�� a 92 �� N — — �3 25' BST � � i � � ; ro cuM ER�arvoi � � BLADEN C UNTY LINE �, i i i xisriNc i o i BEGIN DETOUR w i STA. 10 + 56.95 -0ET— � i BRIDGE 250252 PROJECT REFERENCE NO. SHEET NO. 15006.1026039 2A-2 PERMIT DRAWING DETOUR PLAN RMI SHEETNO. DOCUMENT NOT CONSIDERED FINAL ROADWAY DESIGN hivoknuucs S H E ET 6 O F 7 UNLESS ALL SIGNATURES GOMPLETED EN�INEER ENGINEEfl TIMOTHY W LUNT �I�R� � rs.c cmrr6rrsuc7�on�,ec..� � 12237ones Frankiin Rd. 3fi0�5.COLLEGER0.5TE.E3J5 ETHERILL Raleigh,N.C.27606 w�unmeroN,Nczeaiz ENGINEERWG LicenseNo.F-0377 Bus: 919 851 8077 Fax: 919 851 8107 raarvsroRranorv r�nnrv�rv�/oEsicrv - eaic�E�srRucruRE oEs�crv "lJ } .'� > ,'� > .'� i� } , ti QVIL/SRE �ESIGN - GIS/GPS � CONSTRUCI]ON OBSERVATION ��.� �tr� ��.i �,�� t J� _ EXISTINC R/W _ �= � -L- POT Sto.18+35A0 �o � �� i � � �� _� _ ��- , . BROKEN ASPHALi AREAS-__- _ N�� 4' 33.�� W_� �_— �_,, _.__� � I �/� C NWY 53 25' BST _---_—� / I � — v � �_� F , I � F wOODs �� cRass N � � �� F� END DETOUR ro sR 222s � F � � � STA. 17 + 69.04 —D ET— ��OHNSON RD.� C TEMPORARY i � � � _ -- _ � HEADWALL � • / � Exisrwc Riw ' F F CONC Ww F �J // /L� _ � C C � � � — -2II C�ONC WHW � � � / � I � � \ _ � I �— � � � - - - Q s0/L � 1 , �\ � � � — — _ _ _ _ _ _ — /� \ \ F � �� / � � �_ _ _ c� - - i � � I � F F � --� G � � �--_ �� a , — � TEMPORARY F F � �i — — — � � ' � � — , ` _�� —%j _ � HEADWALL I I F Z—� ------_�� P�� `" � 2@84" CSP n� /� S`rATE OF NC 0 o i i� � � ��8 li i ' 94 i i 88 � �2 � � a 76 E a � QN N� �N' r� ;� �, STATE OF NC SEE SHEET 4 FOR -L- PLAN AND PROFILE �' ' �CONC SPILLWAY U TOP= 97.sz� SEE SHEETS S-1 THRU 5-17 FOR STRUCTURE PLANS __,-- _ .___-_--___ ___-___-_ � - __ -�___ ��8 - �i Pl = 16+54.00 Pl =_ l5 +42.66 EL = 98.94' a o � 112 cT , ,- EL - 99.65' _ , rn ; VC - 75 Q - - _ , - � �L l VC 75 � � - i _ K=80 K-153 _ �r� _ _ � ��. 106 PH : - DS 45MPH DS 60M a d , '� .__ _._ ____ _,_. __, __. __ � � _ _. _: . : _ —��—'�� _ � �` � r -�----__-L--- � _ 1 `� ^ � �� __----- � 2@84" CSP WATER SURFACE ' ON DATE OF SURVEY (AT WLET) �to !7f1092 Pl Sto l8+1429 ELEV. = 89.5 = 2f38'42.4'fRTJ p = lTl2'12.4fRT1 �!_ 12-21-171 rt = z.�uuv rc = �i�.w I - �� - - - OS = 20MPH DS = 20MPH 11 12 13 14 15 16 17 WETLAND AND SURACE WATER IMPACTS 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) Sta. 14+33 to 14+74 1@90' - 33" Box Beam 0.02 8 Bank Stabilization < 0.01 42 TOTALS�: < 0.01 0.02 42 8 0 "Rounded totals are sum of actual impacts NOTES: �