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Home My WebLink About20170246 Ver 1_B-5412_Hyd_prm_20170228C � � See Sheet 9-A For Index of Sheets See Sheet 9-8 For Conventionol Symbols See Sheet 9-C For Survey Control Sheet GRAPHIC SCALES 30 15 0 30 60 �-�-� � �-� I � PLANS 50 25 0 50 l00 PROFILE (HORIZONTAL) l0 5 0 l0 20 PROFILE (VERTICALI � �� CPP� F�PR DESIG11i DATA ADT 2016 = 1400 ADT 2036 = 2529 K = NA % D = NA % T = 6 % * V = 60 MPH * TTST = DUAL __ FUNC CLASS = MINOR COLLECTOR SUB REGIONAL TIER �� (��.�i�� HARI�ETT. CO U1�TY LOCATI011t: BRIDGE 1110. 7 OVER WEST BUIES CREEK 011i SR 1516 (SHERIFF JOHIIISON ROAD) 9TATE 9TATE PROJECT REPEReNCE NO. 1�� B-5412 STATE PROI.NQ P.A.PRQI.NQ 55042.1.1 TYPE OF WORK: GRADIIVG, DRAINAGE, PAVI11lG, A111D STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT SITE 1 SR 1516 SHERIFF JOHNSON RD PROJECT LENGTH LENGTH ROADWAY TIP PROJECT B-5412 = 0.120 MILES LENGTH STRUCTURE TIP PROJECT B-5412 = O.OI8 MILES TOTAL LEIVGTH TIP PROJECT B-5412 = 0.138 MILES Y W W � U � W � m � rrepn�ea in u� uii�ce oi: CDM_ S Oo Qoanwood Avenue m�th Raleigh NC 276123228 NC COA No. F-0412 FOR THE NORTH CAROLlNA DEPT.OF TRANSP( 20l2 STANDARD SPECIFICAT70NS r� �� n r� � r-� � r RIGHT OF WAY DATE: AUGUST 2016 LETTING DATE: JUNE 21, 2017 PROJECT ENGINEER PROJEC7' DESIGN tNGINEEX NCDOT CONTACT TO US 27 HI'DRAULICS EIVGINEER P.E. SIGNAT[1RE: ROADWAY DESIGN ENGINEER PE. � PE DOCUMENT NOT CONSIDERED FINAL UNIESS ALl SIGNATURES COMPLETED N Z 0 � 6 O O � O u i�i '= NGI ISH � DENOTES HAND CLEARING �DENOTES TEMPORARY IMPACTS IN SURFACE WATER N.T.S. , , < � �� J `O , � TEMPORARY CAUSEWAY ELEVATION =188.3' POT Sto. 10+00.00 BEGIN APPROACH SLAB BEGIN BRIDGE / —L — POT STA /4 f99 8/ �: � —L — POT ST Ao l4 f88o94 CL II RIP RAP BEGIN GRADE To ELEV=190.50� -L- POC STA. 12 + 00.00 - � 00 r � JOHNNY ADD JOHNSON } ' ,,_, � DB 1401 PG 502 �y� O PB 2000 PG 79 � B � E � E �� 4,� �� E o ,,,� � — -��i � r � E aW �-----, ��.. F_ r=—� _ F� W�'_ �r _--- F F 2 F cO' � � Ex�STING R W � F . -_ - LV�. ' � _ \ � E __- F _ -- 00 O� / �Pvc —�� Z � / F F 6 �_ — F � F� F, �� RD �SR 1513) o � � �TO N 1LL5 NRRDK(SR 15�6� �N �' � � ��% N� �� . �9� TS f'/ �—`f� ^ " � IS11NG R/W � i _ ---� ., � E j � i�: ;S CUL11V`�1E� �rf � v_, \ � � � �_,� �� PC Sto. 10+4/.8/ \ �\ S 56` 52' 24.1" E � BEGIN PROJECT B-5412 1 —L— POC STA. 10 + 00.00 �.� OODS F w - .� PEI�qgE7H S�XTON EARP T`+ pg 2379 PG 195 �� O � � � `,% END BRIDGE —L — POT ST Aa l5 �920/9 CL II RIP RAP I To ELEV =190.50� � END APPROACH SLAB , o T' W Y W W w r � � � � `� N w � m � � w � I . --' � • � .. � ; "- - -,� / �� 25' % _ l _ �TYP ^ E F - - .... I � � + �� ( 15' RCP I � � z � BMI J 'EXCAVATION T0 � BL- STAo 7+ }6a5' RT ELEV �89.0' � � � ELEV, 19�00' � � � _ m i ��;� �� , ,� PROJECT REFERENCE NO. SHEET NO. 8-54/2 4 RN✓ SHEET NO. ROADWAY DESIGN HY�RAULICS ENGINEER ENGINEER INC�MI�ILE E I�LANS DO NOT [1SE POR d W ACQUISITfON END GRADE O—�— rvi JiH. ii -t-�v.vv 3 - _ A & M FARMS INC r � DB 685 P� -�,�3� — � �_-- / �O� �w�e\ �._ ( � I 4�5,2�.�° E� �� ' � - - _ � _ �-- � � — � �— ---_ -, _., -� ..._. ��.- . .. .. . . : . l .. .. �.. , _ � -IIIlRAU 350 TL-�3 - — _= YP -�— —W--�-------- — _ _ _ _ � _ _ , = , N 0 OLD BUI CREE RD �SR I5421 --3 � W �__ - ` � — F � - __. ` F _ F _ ,_ _.. - - - - — --- _ � �: � -� � � ��— — � �woo�s � � � A & M FARMS 1NC � DE DB 685 PG 403 --- - :L B, � PB 2015 PG � 47 � � � �/' IP RAP �-- SHOULDER BERM GUTTER APPROACH SLAB TO - �'. sra �b+i2,--�- Rr END PaOJECT B-5412� �� -L- POT STA. 17 + 31.00 , , �-� � � � � � � � � �� , o � 1 � � �o , .� � -. . . -. 9�� `�/%6 .� ,a� � �, �. oO � O � � � �� - -PT Sto. l4 +46.25 ��' � > � � � � � PCC Sta.13+2/.56 \ SEE SHEET 5 FOR —L— PROFILE 6 O O � O u i�i '= NGI ISH � DENOTES HAND CLEARING N.T.S. , , < � �� J — �--- - - -- — — �DENOTES TEMPORARY - ---- ----- IMPACTS IN SURFACE WATER POT Sto. 10+00.00 BEGIN APPROACH SLAB BEGIN BRIDGE / —L — POT STAo l4 f99,8/ —L — POT ST Ao l4 f88o94 CL II RIP RAP BEGIN GRADE To ELEV=190.50� —L— POC STA. 12 + 00.00 � 00 � r � JOHNNY ADD JOHNSON � pg 1401 PG 502 O PB 2000 PG 79 ��8. E J � E � � �� E r. � w � _ N OW --� �, E ----_ F �--F- 2 ' F+ F � _ F ��c� � — � � c7 E EX�STING R F F — F --- -- W — �^�� O�' f/ F 6FPvc __ � �Y �� r� Z F _ � tD E\P F Fi � (SR 1513) o r � � � — — — � �5� F F ��/ p N ILLS CREEK ( RR 15�6� � N — � F. F_ F _ F �f D TL- PROJECT REFERENCE NO. SHEET NO. 8-54/2 4 RN✓ SHEET NO. ROADWAY DESIGN HY�RAULICS ENGINEER ENGINEER INC�MI�ILE E I�LANS DO NOT [1SE POR d W ACQUISITfON `O ��v,9 � ��I TEMPORARY CAUSEWAY ELEVATION =188.3' END BRIDGE —L — POT ST Aa l5 �920/9 CL II RIP RAP To ELEV =190.50� END APPROACH SLAB `� —L — POT STAo l6 +03007 , w w � END GRADE n � ' O —L— POT STA. 17 + 2 0.00 � �, N 3 w � m N A& M FARMS INC w DB 685 P� -�03� — � � �\__— � �we , E � S�4fi 45' 2/J" E, _ \ ��— � __-- � ��_ — w "��GRAU 350 TL-3 'E�' -- _= YP �—=T= �-------_ � N 0 OLD BUI CREE RD �SR I5421 -- _ r W—�— �fPE-I ` YPE- . F C � '`l,Y F .�i. F._.._._. _.._._.._ _.._._._ _ .._._._.._ P✓� .�: 5�RIFi NiN R �—. . OODS _ � 25,' woo�s T �n �� A& M FARMS INC 22,gii E s NG R�w 25' `p TYP ^ E /PDE DB 685 PG 403 � � TYPE AgE7H SEXTON EARP + LCL B PB 2015 PG 47 /_ .�� CUL11VA1E� +pg 2379 PG 195 15' RCP- I RIP RAP z SHOULDER BERM GUTTER ` � EXCAVATION TO '' APPROACH SLAB TO \ -8�- sTaoBM�35 i6a5' RT E�Ev=�s9.o� �� sra 16+12 -L- RT END PROJECT B-5412 E�Ev, i9q,00� �➢ L POT STA 17 + 31 00 \ PC Sto. 10+4/.8/ - S 56` 52' 24.1" E BEGIN PROJECT B-5412 —L— POC STA. 10 + 00.00 O �, — — . . N 90 ,`��% „ 0�06 � O PT Sto. 14+46.25 PCC Sta.13+2/.56 \ SEE SHEET 5 FOR —L— PROFILE� � p, PROJECT REFERENCE NO. SHEET NO. � B-5412 5 L ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER B GIN GRA E E. 19 .20 CDM a�o�, oA��e �a'„^�na�Da,Pa�� mlth N�°�g4N� Foa�z3z� s�<�`A�o �;>Sos, BE IN ILLI G A D VER AY EGI BRIDGE E D IDG DOCUMENT NOT CONSIDERED FINAL • UNLESS ALL SIGNATURE5 COMPLETED EN GR DE L=/94 3' EL. �93. 0 C = 2 = q7 excnv T�or,— 2ary EX AVATI r,=soo Y ND ILLING ND OVE LAY TO EL V=189. 0' TO ELEV=169.00' "� � S EO PH (STRUC URE P ITEM) (ST UCTUR PAY I EM) �— TA. 17+3.00 �� _ OT W L=192 98' _ �_ - �i�.% �6� ' ' _ - � � � � - _ ' �� _/ ___� � � _'_ _' OOyr W EL=197 67' �' � 3. ' KEYI EXIST G LEF Typ, - �P )RIP RA 42201 � TE ORAR CAUSE AY EL=188.3' B 1 —L— TA 3+9 .39, ELEV 194' SEE SHE T 4 OR L— A IGN ENT 10 11 12 13 14 15 16 17 18 19 20 21 Rl E HY AU lC AT D S/G DlS H E C S D S�G HW ELE ATlO �90 F / I B E RE EN l00 Y S B E LEV TION l9l 7 f ERT PPl Dl CH E 25 C S ERT PPl F EOU NCY 5+ Y S D TE F RV Y 4/ 20/ W .E AT N A DA E 0 S E �8 F � � � � �, � � � .� � � L C� �O W�p �y) +�(n H �� f9 In� >(A N� �A6J L �� f9fA bt�A fAfH WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS HBnd 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 I Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) PROPOSED 1 15+46-L- BRIDGE PIER <0.01* 33 1 15+34/15+63-L- CAUSEWAY 0.03 52 1 14+88/15+19-L-LT ROADWAY FILL <0.01*' TOTALS: <0.01 <0.01 0.03 33.00 NOTE: Total permanent SW impacts due to piers = 21.2 square feet Total Hand Clearing in Wetlands = 145 square feet Revised 3/31/OS I ISf;Il»'�l)' North CHighway�Stormwater�Programartation � , �iurui�,v�at�r ' STORMWATER MANAGEMENTPLAN _ (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: 55042.1.1 TIP No.: B-5412 County ies): Harnett Page 1 of 1 General Project Information WBS Element: 55042.1.1 TIP Number: B-5412 Project Type: Brid e Replacement Date: 1/19/2017 NCDOT Contact: James J. Rerko Contractor / Desi ner: Karen Hefner, PE Address: 500 Transportation Drive, Address: 1011 Schaub Drive, Suite 100 Fayetteville, NC 28301 Raleigh, NC 27606 Phone: 910-437-0207 Phone: 919-851-6606 Email: 'rerko ncdot. ov Email: khefner mi-en ineers.com Cit ITown: West Buies Creek Count ies : Harnett River Basin s: Cape Fear CAMA County? No Wetlands within Project Limits? Yes Pro'ect Descri tion Pro'ect Len th lin. miles or feet : 0.136 mi. Surrounding Land Use: Rural Pro osed Pro'ect Existin Site Pro'ect Built-U on Area ac. 0.3 ac. 0.2 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 : 640 Year: 2010 General Project Narrative: Existing 41' (1 @20'S", 1@20'4") bridge RC deck on I-beams with RC caps & timber piles at end bents and interior bents on SR 1516 (Coley Rd (Sherriff Johnson Rd))) spans (Description of Minimization of Water West Buies Creek. The existing bridge will be replaced while the road is closed (no detour bridge). The replacement bridge is a 90'two-span (1@45', 1@45") 18" cored slab Quality Impacts) bridge with sloping abutments. The proposed interior bent will be on drilled piers and a temporary causeway will be needed to construct. 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 southeastern end of the approach slab and oulets to the right side into a rip rap pad. Waterbod Information Surface Water Body (1): West BuiesCreek NCDWR Stream Index No.: 18-18-2-(2) NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV) Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T8E 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)