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Home My WebLink About20171316 Ver 1_Build Maps_20171018� � •, � V � � O V L . See Sheet 9A For Index of Sheets VICI11lITY MAP OFFSITE DETO UR �� LE1�lOIR CO U1�TY LOCATI011I: REPLACE BRIDGE 1110.161 OVER STRAWBERRY BRA11lCH 01V SR 1913 (ELIJAH LOFTIIV ROAD) TYPE OF WORK: GRADI11lG, DRAl11tAGE, PAVING AND CULVERT WETLAND AND SURFACE WATER IMPACTS PERMIT A ZO ' NOTES: 1. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. 2. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. 3 17B P.2. R.82 DOCUMENT NOT CONSIDERED FINAL UNLE55 ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepo�e0 in tl� Office of: HYDRAULICS ENGINEER �INTB HNTB NORTH CAROLINA, P.C. ADT 2012 = 850 aaa e. s�x Forks Roatl, Suite zoo Raleigh, North Carolina 27609 50 25 0 50 100 Nc �icense No: C-1554 ��qp ADT 2032 = 1700 �� °� � Q� K = � O % 2012 STANDARD SPECIFICAT/ONS a�? ��o PLANS LENGTH OF ROADWAY TIP PROJECT 176P.2.R.82 = 0.117 MILES � � D= 60 % DAVID W. BASS, PE �E o D PROJECT ENGINEER S7GNATURE: w� 50 25 0 50 �00 T— 6 0�0 * RIGHT OF WAY DATE: q � LENGTH OF CULVERT TIP PROJECT 17BP.2.R.82 = 0.006 MILES D o V= 60 MPH SEPTEMBER 13, 2017 ROADWAY DESIGN PROFILE /HORIZONTAL * a o TOTAL LENGTH OF TIP PROJECT 17BP.2.R.82 = 0.123 MILES MONICA J. DUVAL ENGINEER �� Q�Q l � TTST = Z�0 D UAL 4/o PROJECT DESIGN ENGAEER %? QOO 10 5 0 10 20 FUNC CLASS = LETTING DATE: �� ppQ�g LOCAL MARCH 21, 2018 HEATHER C. LANE PE PROFILE (VERTICAL) SUB—REGIONAL TIER xcnor coxrAcr PE S7GNAT[IRE: � 6 � ro Q? PERMANENT IMPACTS IN SURFACE WATER = 64 LF TEMPORARY IMPACTS IN SURFACE WATER - 13 LF O BEGIN PRO ECT 17BP.2.R.82 -L- STA 12 + 00.00 , r BEGIN / END SAFfTY FENCE -- q/+ !L1 'O O� „ pUE � . N .: � Q PUE ` \ F o NCDOT GPS �� , 0 530161-2 + o x `M WETLAN D & STR SEE D TAIL 4 RIP RAP AT EMBANKMENT � I SEE DETAIL 2 EST.17 $YGF Esr.to roNs N � � O * rv ,� P m m d ',IITTpN � U SPECIAL LAT.'V' DITCH �j P E � SEE DETAIL 1 J / PEE _ DUE �G U �. �E � .� - � - it�U - - > _E P + 75' RCPOIII S; -L- STA 15+ � ;�, Jv ', � � � �. � �ff E \ �� 32,_9„x8,_b,� . 5� �Z IZ �� E R� h ALBC RIP RAP AT EMBAN � S '(PPER see �Erai� z E5T.18 SVGF ` EST.11 TONS O � � -p n '�, DONALD A. LELAND, et u � W� �i,�._. DB 1044 PC 197 O SPECIAL LAT.'V' DITCH SEE DETAIL 1 + N A N Q3 PERMANENT IMPACTS IN SURFACE WATER = 41 LF TEMPORARY IMPACTS IN SURFACE WATER = 12 LF NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED ON THE PLANS. LEFT DITCH -��-��-��-��-��- RIGHT DITCH ----------- � 70 �. 1 -L- SIA 11tUUAU ' ELEV. = 65.70' PI = 13+60.00 EL = 62J4' � VC = 300' K = 1V V = 55 MPH � m � 1 IMPACTS � I C�NTBN� =�s�s ° �DENOTES TEMPORARY �.cense No. c issa IMPACTS IN SURFACE WATER �RIP RAP AT EMBANKMENT � DENOTES IMPACTS IN - SEE DETAIL 2 SURFACE WATER EST.18 SYGF EST. 11 TONS O O $PECIAL LAT.'V' DITCH 4, N $EE DETAIL 1 RETAIN �'9Q 8 BM#1 Ql Nq � PERMANENT IMPACTS IN SURFACE WATER = 0 LF 2� TEMPORARY IMPACTS IN SURFACE WATER = 0 LF PUE� ,� N 50'EOT BL-4 - `APER RT'LT � BEGIN / END SAFETY FENCE PUF � -L- 57A18+50 !LT/R71 � PUE -(�j � 0 1 RETAIN U, - o - - ~ F � 5 3i 0/' 00.9" E o - G L-3 � R RE INi / ` TAP C P\ I PDE �P 5 CIAL AT.'V' DITCH 5 E DET IL 1 �5" RCP-III- m m - RIP WWWjj}P AT EMBANKMENT $EE �TAIL 2 EST.1 $YGF EST. 9 TONS O CULVERT CHANNEL � IMPROVEMENTS SEE DETAIL 3 COIR FIBER - warr�E ear�R�ER - �o � �; PGF I � eJ� Mi I � � � � BEGIN / fN0 SAFET.Y F NCE p -L- Al + fRTJ � . . h O� � RICHARD M. BAKER � DB n93 PG 86i I� I PC fi SLIDE fi8 TRACT I Q4 PERMANENT IMPACTS IN SURFACE WATER = 0 LF TEMPORARY IMPACTS IN SURFACE WATER = 0 LF -L- WS EL.= 55.2' � .� - ('f 7.8500% SURVEY 06-01-17 BEGIN SPECIAL /�� _� 4pODp� �_� /5�0/ LAT.'V'DITCH (RT)/ ��' -------- _ f-J0.5000% . _.._.._.-_.:_.-�._.__. .._.. ----.._.._.V...._.. � E1=63.0�� _ f -10.5000% 7' CCCCCCCCCCCCCCC6� � � . �� ii , �� ...................... .......................� � iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii � / iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii /1 11 I •I iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii� �� ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■ i . - �� ■ I iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii� ��iiiii � ......................................................................... . �� iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii II iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ c ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: : . � ��: (+)0.7163 % f+105000% (+l L5000% , (+12w 7+i o:�000i -._..�.._ .,_.�+� � � P/ - F/ - t I = 7tl.91 END SPECIAL �ar, v� oircH Pl =15+3�.00 E1=58J9 END SPECIAL LAT.'V' DITCH Pl =15+32A0 � E�=58J2 -L- STA 18+50. ELEV. = 66.25' 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 DETAIL 2 RIP RAP AT EMBANKMENT iHo��o s�oiei io m�o. Di�ch �,0'min. t Grade GEOTEXTILE Type ofLiner- Closs 'I' R'i�Rop -L- 15+03 LT -L- 15+05 RT -L- 15-31 LT -L- 15+32 RT I I I BM#1 -L- STA 17+55.40, 82.31' LT ELEV. = 66.23 RR SPIKE IN 30" PINE BEGIN SPECIAL LAT.'V' DITCH fL Pl =17+50.00 El =6228 BEGIN SPECIAL LAT.'V' DITCN (RT) PI =17+50A0 El=6l.71 18+00 19+00 i E� + PROJECT REFERENCE NO. SHEET NO. 17BP.2.R.82 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 2 OF 7 DETAIL 1 SPECIAL LATER.4L 'V' DITCH SILL DETAIL i�o��o s�a�ei Hii��H c�o�ni � 9'� F�n �.1 1 d �.� Slop� D TF9'� Fv'�T rEok cu�v�r5aonoM �anCxFiu Min. D- 1.5 Ft. FROM -L- STA.13-00 TO STA.15-03 LT 7BP.2.R.82 FROM -L- STA.12+00 TO STA.15+05 RT FROM -L- STA. 15+31 TO STA. 17+50 LT � FROM -L- STA.15+32 TO STA.17+50 RT DETAIL 3 �"°"° s`°�`� CULVERT CHANNELIMPROVEMENTS (UPSTREAM� c��a ' z'�+ ti1��+ia ee��n e ��a.,s a�M. ' �,�d�,� �� ao�p o0 ci.� i vivk�o EST. 30 CV EXCAVATION EST.40 SY MATTING o-vari � p ea�k� EST. 30 TONS CLA55 'I' RIP-RAP 20+00 -L- STA. 15+19 RT DETAIL 4 �"°,�° s`°�`� NNERT CHANNELIMPROVEMENTS (DOWNS7REAM) a��„a �' ar zr��eia��ae�m e "" ' ��a�� au�k�k�a,o c�� EST. 100 CV E%CAVATION EST.60 SV MATTING o-veries�roTopo�ee�k� EST.70TONSCLA55'I'RIP-RAP -L- STA. 15+19 LT CULVERT HYDRAULIC DATA DESIGN DISCHARGE = 3/0 CFS DESIGN FREQUENCY = 25 YRS DESIGN HW ELEVATION = 60.3 FT BASE DISCHARGE = 480 CFS BASE FREOUENCY = l00 YRS BASE HW ELEVATION = 609 FT OVERTOPPING DISCHAR6E _ �700f+1 CFS OVERTOPPING FREQUENCY= )500f+) YRS OVERTOPPING ELEVATION = 64J0 FT $� 7� 60 50 ° WETLAN D & STR � � �' SEE D TAIL 4 RIP RAP AT EMBANKMENT ^ I SEE DETAIL 2 �� EST.17 $YGF EST.10 TONS N Q2 ' � N PERMANENT IMPACTS IN SURFACE WATER = 64 LF O v m m TEMPORARY IMPACTS IN SURFACE WATER - 13 LF o '14 I _ CIITTpN � � O BEGIN PRO ECT 17BP.2.R.82 I SPECIAL LAT.'V' DITCH , P E SEE DETAIL 1 J l\ -L- STA 12+00.00 p�e I DUE r BEGIN / END SAFE7Y FENCE ! ,�/UE - - _ _ A/ + !L 1 '��> . _/�I' /�� - ► a� N o PUE ` o NCDOT GPS 0 530161-2 • ' O \ E _ ,r 1`L� i2� , , PVE � � 5� E pthS tPPER - YUt� -L- STA 15+ CE1@ 32,_9„x8,_b,� ALBC RIP RAP AT EMBAN SEE DETAIL 2 E5T.18 SVGF EST.11 TONS \ X � � O � _ �, _ ia�\ �. , C1 . „��n ''��DONALD A.,LELAND,et u � �� X;� �8 �044 P� 1J7 O SPECIAL LAT.'V' DITCH �� SEE DETAIL 1 -- _ � � �� NQ N Q3 PERMANENT IMPACTS IN SURFACE WATER = 41 LF TEMPORARY IMPACTS IN SURFACE WATER = 12 LF NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED ON THE PLANS. LEFT DITCH -��-��-��-��-��- RIGHT DITCH ----------- � 70 �. 1 -L- SIA 11tUUAU ' ELEV. = 65.70' PI = 13+60.00 EL = 62J4' � VC = 300' K = 1V V = 55 MPH � m ET? PU O � , M IMPACTS � I C�NTBN� =�s�s ° �DENOTES TEMPORARY �.cense No. c issa IMPACTS IN SURFACE WATER �RIP RAP AT EMBANKMENT � DENOTES IMPACTS IN - R SEE DETAIL 2 SURFACE WATER EST.18 SYGF EST. 11 TONS O O �$PECIAL LAT.'V' DITCH 4, N SEE DETAIL 1 RETAIN �'9Q 8 BM#1 Ql Nq � PERMANENT IMPACTS IN SURFACE WATER = 0 LF 2� TEMPORARY IMPACTS IN SURFACE WATER = 0 LF PUE� ,� 50'EOT BL-4 -- `APER RT'LT � � � BEGIN / END SAFETY FENCE PUF � I -L- 57A18+50 !LT/R71 -� PUE -y� U O RETAIN _ o - _ - � - - - - � - S 3l' 0/' 00.9' E - - v� o - G L-3 TAP R Re w � - _ C � �� PROJECT REFERENCE NO. SHEET NO. 17BP.2.R.82 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 3 OF 7 , � � � � . � _�' I��-F9 DE PDE PD d, p(�F I vQJ� _ i,' A 5 CIAL AT.'V' DITCH � s e oer a i ts� acP-ui M � �� DETAIL 1 yy " �� SPECIAL LATER.4L 'V' DITCH �' � SILL DETAIL i�o��o s�a�ei n m m I BEGIN / fN0 SAFETY F NCE Z RIP R P AT EMBANKMENT O -�- A.l + fRTJ � � Z $EE D TAIL 2 ' V1 ' IF� GaoVn I � '�', F�II EST.1 SYGF I�. I O --I ��'" 1 d J.� slopo I� 3 l ? EST. 9 TONS U ~ ' T F- s� F v� T�.o� o - CULVERT CHANNEL � � __ RICHARD M. BAKER "� y IMPROVEMENTS O I ' oe cu v�isaor�roM P�P Min. D= 15 Fi. �� SEE DETAIL 3 � I � DB I193 PG 861 I r � an<xvu COIR FIBER I � PC fi SLIDE 68 FROM -L- STA.13-00 TO STA.15-03 LT WAT7LE BARRIER �� To�rT � �!��%� � � r� i� Q4 PERMANENT IMPACTS IN SURFACE WATER = 0 LF TEMPORARY IMPACTS IN SURFACE WATER = 0 LF -L- WS EL.= 55.2' � .� - ('f 7.8500% SURVEY 06-01-17 BEGIN SPECIAL /�� _� 4pODp� �_� /5�0/ LAT.'V'DITCH (RT)/ ��' -------- _ f-J0.5000% . _.._.._.-_.:_.-�._.__. .._.. ----.._.._.V...._.. � E1=63.0�� _ f -10.5000% 7' CCCCCCCCCCCCCCC6� � � . �� ii , �� ...................... .......................� � iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii � / iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii /1 11 I •I iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii� �� ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■ i . - �� ■ I iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii� ��iiiii � ......................................................................... . �� iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii II iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ c ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: : . � ��: (+)0.7163 % f+105000% (+l L5000% , (+12w 7+i o:�000i -._..�.._ .,_.�+� � � P/ - F/ - t I = 7tl.91 END SPECIAL �ar, v� oircH Pl =15+3�.00 E1=58J9 END SPECIAL LAT.'V' DITCH Pl =15+32A0 � E�=58J2 -L- STA 18+50. ELEV. = 66.25' 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 DETAIL 2 RIP RAP AT EMBANKMENT iHo��o s�oiei to m��,.- _ r�� on�n � Grade ��Omin. 4 � GEOTEXTILE - Type ofLiner- Closs I' R'i�Rop -L- 15+03 LT -L- 15+05 RT -L- 15-31 LT -L- 15+32 RT BM#1 -L- STA 17+55.40, 82.31' LT ELEV. = 66.23 RR SPIKE IN 30" PINE BEGIN SPECIAL LAT.'V' DITCH fL Pl =17+50.00 El =6228 BEGIN SPECIAL LAT.'V' DITCN (RT) PI =17+50A0 El=6l.71 18+00 19+00 i ECT I7BP.2.R.82 FROM -L- STA.12+00 TO STA.15+05 RT FROM -L- STA. 15+31 TO STA. 17+50 LT +�O.00 FROM -L- STA.15+32 TO STA.17+50 RT DETAIL 3 �"°"° s`°�`� CULVERT CHANNELIMPROVEMENTS (UPSTREAM� Gca.isaaeM. s�+. ��D� ry c� a�rs�o o� e ci.� i vivk�o c ESTB30 CV EXCAVATION EST.40 SY MATTING o-vari � p ea�k� EST. 30 TONS CLA55 'I' RIP-RAP 20+00 -L- STA. 15+19 RT DETAIL 4 �"°,�° s`°�`� NNERT CHANNELIMPROVEMENTS (DOWNS7REAM) cas. aaaao � � � ��ae a ,aoaa�. ' ��a�� au �k�k,� c�� EST. 100 CV E%CAVATION EST.60 SV MATTING o-veries�roTopo�ee�k� EST.70TONSCLA55'I'RIP-RAP -L- STA. 15+19 LT CULVERT HYDRAULIC DATA DESIGN DISCHARGE = 3/0 CFS DESIGN FREQUENCY = 25 YRS DESIGN HW ELEVATION = 60.3 FT BASE DISCHARGE = 480 CFS BASE FREOUENCY = l00 YRS BASE HW ELEVATION = 609 FT OVERTOPPING DISCHAR6E _ �700f+1 CFS OVERTOPPING FREQUENCY= )500f+) YRS OVERTOPPING ELEVATION = 64J0 FT $� 7� 60 50 � 6 , ro QZ ZONE 1 BUFFER IMPACTS = 1370 SF ZONE 2 BUFFER IMPACTS = 962 SF O BEGIN PRO ECT 17BP.2.R.82 -L- STA 12 + 00.00 , r BEGIN / END SAFfTY FENCE -- q/+ !L1 'O O� „ pUE . -. N �-, . Q PUE ` \ F o NCDOT GPS �� , 0 530161-2 + o x `M BUFFER IMPA SEE D TAIL 4 RIP RAP AT EMBANKMENT � SEE DETAIL 2 EST.17 $YGF WAT Esr.to roNs N � N'E^ "�' * rv 1 O O' NN m � N m ,IITTpN � � � U � SPECIALLAT.'V'DITCH� �j P `� � I . . � � SEE DETAIL 1 J �� X � I ,. 3i�� l�+:�" �,r 1 1`L i2�, + c�� Rco uEJhj \ ��@ E � � 32,_9„x8,_b,� ALBC 5� 5 RIP RAP AT EMBAN � S '(PPER see �Erai� z E5T.18 SVGF ` EST.11 TONS O � � -p n '�, DONALD A. LELAND, et u � W� �i,�._. DB 1044 PC 197 O SPECIAL LAT.'V' DITCH SEE DETAIL 1 + N A N Q3 ZONE 1 BUFFER IMPACTS = 744 SF ZONE 2 BUFFER IMPACTS - 385 SF NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED ON THE PLANS. LEFT DITCH -��-��-��-��-��- RIGHT DITCH ----------- � 70 �. 1 "y m � -L- -L- SIA 11tUUAU ' ELEV. = 65.70' PI = 13+60.00 EL = 62J4' � VC = 300' K = 1V V = 55 MPH WS EL.= 55.2' � .� - ('f 7.8500% SURVEY 06-01-17 BEGIN SPECIAL /�� _� 4pODp� �_� /5�0/ LAT.'V'DITCH (RT)/ ��' -------- _ f-J0.5000% . _.._.._.-_.:_.-�._.__. .._.. ----.._.._.V...._.. � E1=63.0�� _ f -10.5000% 7' CCCCCCCCCCCCCCC6� � � . �� ii , �� ...................... .......................� � iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii � / iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii /1 11 I •I iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii� �� ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■ i . - �� ■ I iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii� ��iiiii � ......................................................................... . �� iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii II ��0000000000000000000■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ c ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: : . � ��: RIP RAP AT EMBANKMENT SEE DETAIL 2 EST.18 SYGF EST. 11 TONS /� SPECIAL L4T.'V' DITCH � SEE DETAIL 1 PUE � �. � PDE � 5 CIAL AT.'V' DITCH 5 E DET IL 1 15„ m m - RIP WWWjj}P AT EMBANKMENT $EE �TAIL 2 EST.1 $YGF EST. 9 TONS O CULVERT CHANNEL � IMPROVEMENTS SEE DETAIL 3 COIR FIBER - warr�E ear�R�ER � E� I C�NTB N� ° � ALLOWABLE IMPACTS ZONE 1 �.cense No. c issa z�sas �� ALLOWABLE IMPACTS ZONE 2 ' O O N RETAI �� BM#1 \\`� �^/,q Ql ��>> ZONE 2 B UFFF R I MP ACTS = 1979 SF .. 50' E07 BL-4 N `APER RT'LT � � j BEGIN / END SAFETY FENCE -t- srais+so arian PUE -(�j � 0 1 RETAIN _ - ~ - F --- � - 5 3P0/'00.9"E E w� � _ _ � I .-r = � o �; PGF I � eJ� Mi I � y„ � � I BEGIN / fN0 SAFETY F NCE J p -L- Al + fRTJ h O� � RICHARD M. BAKER � DB n93 PG 86i I� I PC fi SLIDE fi8 TRACT I DETAIL 2 RIP RAP AT EMBANKMENT iHo��o s�oiei io m�o. Di�ch �,0'min. t Grade GEOTEXTILE Q4 *vPe o� �,�e.- ��a�, �- a,.Ra, ZONE 1 BUFFER IMPACTS = 778 SF -i- is os aT ZONE 2 BUFFER IMPACTS = 491 SF -�- �s-s� �r -L- 15+32 RT (+)0.7163 % f+105000% (+l L5000% , (+12w 7+i o:�000i -._..�.._ .,_.�+� � � P/ - F/ - t I = 7tl.91 END SPECIAL �ar, v� oircH Pl =15+3�.00 E1=58J9 END SPECIAL LAT.'V' DITCH Pl =15+32A0 � E�=58J2 -L- STA 18+50. ELEV. = 66.25' 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 I BM#1 -L- STA 17+55.40, 82.31' LT ELEV. = 66.23 RR SPIKE IN 30" PINE BEGIN SPECIAL LAT.'V' DITCH fL Pl =17+50.00 El =6228 BEGIN SPECIAL LAT.'V' DITCN (RT) PI =17+50A0 El=6l.71 18+00 19+00 i E� + PROJECT REFERENCE NO. SHEET NO. 17BP.2.R.82 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 4 OF 7 DETAIL 1 SPECIAL LATER.4L 'V' DITCH SILL DETAIL i�o��o s�a�ei Hii��H c�o�ni � 9'� F�n �.1 1 d �.� Slop� D TF9'� Fv'�T rEok cu�v�r5aonoM �anCxFiu Min. D- 1.5 Ft. FROM -L- STA.13-00 TO STA.15-03 LT 7BP.2.R.82 FROM -L- STA.12+00 TO STA.15+05 RT FROM -L- STA. 15+31 TO STA. 17+50 LT � FROM -L- STA.15+32 TO STA.17+50 RT DETAIL 3 �"°"° s`°�`� CULVERT CHANNELIMPROVEMENTS (UPSTREAM� c��a ' z'�+ ti1��+ia ee��n e ��a.,s a�M. ' �,�d�,� �� ao�p o0 ci.� i vivk�o EST. 30 CV EXCAVATION EST.40 SY MATTING o-vari � p ea�k� EST. 30 TONS CLA55 'I' RIP-RAP 20+00 -L- STA. 15+19 RT DETAIL 4 �"°,�° s`°�`� NNERT CHANNELIMPROVEMENTS (DOWNS7REAM) a��„a �' ar zr��eia��ae�m e "" ' ��a�� au�k�k�a,o c�� EST. 100 CV E%CAVATION EST.60 SV MATTING o-veries�roTopo�ee�k� EST.70TONSCLA55'I'RIP-RAP -L- STA. 15+19 LT CULVERT HYDRAULIC DATA DESIGN DISCHARGE = 3/0 CFS DESIGN FREQUENCY = 25 YRS DESIGN HW ELEVATION = 60.3 FT BASE DISCHARGE = 480 CFS BASE FREOUENCY = l00 YRS BASE HW ELEVATION = 609 FT OVERTOPPING DISCHAR6E _ �700f+1 CFS OVERTOPPING FREQUENCY= )500f+) YRS OVERTOPPING ELEVATION = 64J0 FT $� 7� 60 50