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HomeMy WebLinkAbout20180904 Ver 1_R3825B Permit Package 20180525_20180627Hlgh�vay North Carolina Department of Transportation /j\ St��I�7Wc`3�'T :I �,��o _„�,,,, ,,, Highway Stormwater Program �p: STORMWATER MANAGEMENT PLAN � (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 34552.1.FR3 TIP No.: R-3825B County(ies): Johnston Page 1 of 3 General Project Information WBS Element: 34552.1.FR3 TIP Number: R-3825B Project Type: Roadway Widening Date: 2017 05 16 NCDOT Contact: Paul Atkinson Contractor / Designer: AECOM / William Stephens Address: 1000 Birch Ridge Drive Address: 701 Corporate Center Drive Raleigh, NC 27610 Suite 475 Raleigh, NC 27607 Phone: 919-707-6707 Phone: 919-854-6200 Email: patkinson(cD.ncdot.qov Email: william.steqhensna.aecom.com City/Town: Clayton, NC County(ies): Johnston River Basin(s): Neuse CAMA County? No Wetlands within Project Limits? Yes Pro'ect Description Project Length (lin. miles or feet): 24150 LF Surrounding Land Use: Residential, Light Commercial, Institutional Proposed Pro'ect Existin Site Project Built-Upon Area (ac.) 51 ac. 27 ac. Typical Cross Section Description: 4-lane, raised median, divided. Primarily shoulder section with areas of shoulder berm 2-lane shoulder section with roadside ditches and 12-foot lanes. Limited storm sewer. gutter and curb and gutter. Ditches and storm sewer. 12-foot lanes. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 37400 Year: 2040 Existing: 19000 Year: 2015 General Project Narrative: R-3825B involves the widening NC 42 from two lane shoulder section to four lane shoulder section, raised median divided. The Neuse River bridge, Mill Creek Culvert, and a (Description of Minimization of Water culvert carrying and unnamed tributary to the Neuse are the major hydraulic structures being replaced. Water from the travel lanes of the Neuse River bridge will not directly Quality Impacts) discharge to the river or buffers below. However, deck drains that drain the pedestrian walkway on the bridge will discharge to dissipator pads within the buffers. Travel lane runoff will be kept separate from pedestrian walkway water with a solid concrete barrier. Stormwater management is accomplished in grass ditches where possible. Lined ditches and storm sewer are also used on the project where needed. Grass swales are incorporated where ground slope allows criteria to be met. Ground slope was too steep in most locations to implement grass swale criteria. In cases where existing ground was too steep for roadside ditches, pipes were used to convey water down slope. Use of this method was limited to those areas where stable ditches could not be established. Riprap energy dissipators are used at pipe outlets to reduce discharge velocity in most cases to non erosive levels. Waterbody Information SurFace Water Body (1): Neuse River NCDWR Stream Index No.: 27-(38.5) NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV) Supplemental Classification: Nutrient Sensitive Waters NSW) Other Stream Classification: None Impairments: copper (Cu) mercury Hg Aquatic T&E Species? Yes Comments: Dwarf Wedgemussel, Tar Spinymussel, Yellow Lance, Atlantic Pigtoe, Yellow Lampmussel, Green Floater, Tar River Crayfish NRTR Stream ID: Neuse River Buffer Rules in Effect: Neuse Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? Yes Dissipator Pads Provided in Buffer? Yes 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) I-ligh�vay North Carolina Department of Transportation , y�`� � r�``� StorrlZw��T1l Highway Stormwater Program �,��z STORMWATER MANAGEMENT PLAN �``� � � (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 34552.1.FR3 TIP No.: R-3825B County(ies): Johnston Page 2 of 3 Additional Waterbody Information SurFace Water Body (2): Mill Creek NCDWR Stream Index No.: 27-39 NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV) Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: None Impairments: None Aquatic T&E Species? Yes Comments: Dwarf Wedgemussel, Tar Spinymussel, Yellow Lance, Atlantic Pigtoe, Yellow Lampmussel, Green Floater, Tar River Crayfish NRTR Stream ID: Mill Creek Buffer Rules in Effect: Neuse Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (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) Surface Water Body (3): NCDWR Stream Index No.: NCDWR Surface Water Classification for Water Body Primary Classification: Supplemental Classification: Other Stream Classification: Impairments: Aquatic T8�E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer? Deck Drains Discharge Over Water Body? (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) Surface Water Body (4): NCDWR Stream Index No.: NCDWR Surface Water Classification for Water Body Primary Classification: Supplemental Classification: Other Stream Classification: Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer? Deck Drains Discharge Over Water Body? (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) SurFace Water Body (5): NCDWR Stream Index No.: NCDWR Surface Water Classification for Water Body Primary Classification: Supplemental Classification: Other Stream Classification: Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer? Deck Drains Discharge Over Water Body? (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) Hi hWa North Carolina Department of Transportation ���� ��� �g������'I Highway Stormwater Program ��� STORMWATER MANAGEMENT PLAN �p""""'""d (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 34552.1.FR3 TIP No.: R-3825B County(ies): Johnston Page 3 of 3 Swales Station � Coordinates Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Surface Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Projects) Water Body (ft) (H:1) (H:1) (ac) (ft) (ft) (%) (cfs) (fps) (cfs) (fps) Used Buffer Rules? �� 111+50 RT (1)Neuse 0.0 6.0 4.0 0.6 55 200 1.40% 1.4 1.7 1.8 1.8 No Yes 35.648171, -78.389953 River 11 * 112+25 RT (1)Neuse 0.0 4.0 2.0 02 23 75 0.50% 35.648173, -78.389706 River 0.3 0.9 0.4 1.0 No Yes 11 113+50 LT (1)Neuse 0.0 6.0 3.0 0.6 57 200 0.50% 1.5 1.2 1.9 1.3 No Yes 35.648551, -78.389103 River � 2 119+00 RT (1)Neuse 5.0 6.0 4.0 1.0 97 300 3.70% 35.648454, -78.386959 River 2.9 2.0 3.8 2.2 No Yes 13 133+00 RT (1)Neuse 0.0 6.0 4.0 0.7 66 200 2.10% 2.2 2.0 2.8 2.1 No Yes 35.648787, -78.382523 River 13 134+50 LT (1)Neuse 4.0 6.0 4.0 1.5 150 280 2.00% 4.5 1.9 5.8 2.0 No Yes 35.649028, -78.382074 River � 3�� 136+80 RT (1)Neuse 3.0 3.0 3.0 7.3 727 80 1.40% 35.648923, -78.381046 River 17.8 2.9 22.9 3.1 No Yes 13 138+50 RT (1)Neuse 0.0 6.0 4.0 0.8 80 100 1.80% 2.4 1.9 3.0 2.1 No Yes 35.649004, -78.380226 River 16 169+50 RT �2�Mill Creek 0.0 6.0 6.0 0.4 44 100 1.60% 1.1 1.7 1.5 1.8 No Yes 35.649893, -78.370374 16 175+80 RT �2�Mill Creek 0.0 4.0 3.0 0.2 19 150 3.90% 0.4 1.5 0.5 1.6 No Yes 35.650365, -78.367638 �6�,:* 177+70 RT �2�Mill Creek 2.0 4.0 4.0 0.6 57 330 4.00% 1.6 2.1 2.0 2.3 No Yes 35.650533, -78.366661 Additional Comments " Back slope of 2:1 used to minimize impact to property owner. ""Unable to obtain V2<2 FPS with a base width of 6'. Length and V2 do not meet swale criteria. ***Unable to obtain V2<2 FPS due to a longitudinal slope of 4%. SIIIII[ S9IIIIII� IA Ffyl� It�5III4 fyL� SF3II[III�Q � � � �o �a 3N Z w J jJ / �, / /0�� � 7 " S US NE55 lyLly! 1'L.fii�J BEGIN CONSTRI -Y9- STA.11+73. BEGIN CONSTRUCTION -Y7- STA. 15+00.00 BEGIN CONSTRUCTION -Y6- STA.10 + 60.00 � � J �� � � m� �� END BRIDGE r� �' �� -L- STA. 66+07.5+/- u'�' w �Z BEGIN BRIDGE � � � SITE 5- � N -L- STA. 62 + 32.5 +/- r > Q 1 �SITE 2 i T- I ����� �� ����� �������� �������� �� �������� PERMIT DRAWING SHEET 1 OF 53 JoH�sTo� cou�� LOCATI011t: 111C 42 FROM SR 1902 (GLE11t LAUREL RD) TO SR 1003 (B UFFALO RD) TYPE OF WORK: GRADI11lG, PAVIIVG, STRUCTURES, DRAI11lAGE A111D SIG11tALS �G p2` � ��' 1 � �-SITE 4� � Z � W � � � SITE 3 j � W a W �Q W � / m W z o m � % ap � x0 � Q u, % } (� �� O Z / o � 3 j END CONSTRUCTION y ��.N��M�SS r } -YS- STA.11+30.00 � j�w - _ -- _..- -- �---..__._.. -Y4- STA.72 + 75.00 -YS- STA.14 +22.00 BEGIN TIP PROJECT R-3825B —L— STA. 16 + 00.00 BEGIN CONSTRUCTION -YlOA- STA.11+10.00 BEGIN CONSTRUCTION ,,, -Y10� STA. 11 + 70.00 � BEGIN CONSTRUCTION z w � w Z V � a 0 s N \IUG SIA. IZ+USAU � 0 a � \ w \ QN �n \ Y� �N \ �S' ��� m� BEGIP � 166+ o tv O b� } _ i� �i �J . -� � �� ' �-SITE 7 � END �O RUCTION } Z -Yll- STA.11+37J5 � Q � w Z � END CONSTRUCTION } -Y10- STA.11+11.65 Z D v � � BEGIN CONSTRUCTION " -Y13- STA.14 + 83.74 BEGIN CONSTRUCTION -Y12B- STA. 10+41.28 BEGIN CONSTRUCTION � -Y12A- STA.12+25.00 d BEGIN CONSTRUCTION �'•.� W -Y12- STA. 11+31.46 � 3 \r, \�\ � ? i 5,��'� c 1��AyC ) ! F RO \ ) CULVERT /� �,� I9 +14.99 i-SITE 10 � , , �L— � � � — _ J`��, QZ � W � SITE 9 u w � END CONSTRUCTION Q U (� -DRI- STA.11+45.00 W J � Q � —SITE 8 � U � ? END CONSTRUCTION Q -Y11A- STA. 72+85.00 } i END CONSTRUCTION -Y17B- STA.11+ 76.00 Q z O > m Y � O Z � O 0 V } IEND CONSTRUCTION SITE 72� » SITE 13 SITE 14 END CONSTRUCTION -Y13- STA. 35+70.00 � TO NC 96 �� -Yl l C- STA. 12 + 17.42 WETLAND AND SURFACE WATER IMPACTS PERMIT A AORTION OF THIS AROJECT IS WITHIIY THE MUNICIPAL BOUNDARIES OF THE TOWN OF CLAYTON THERE IS NO CONTROL OF ACCESS O1V THIS PROJECT EXCEPT AS SHOWN ON PLANS dI�TC'c�b^il�]L]E"J[']C ]Pb,.�N� A DESIGN EXCEPTION IS REQUIRED FOR MAXIMUM GRADE. oo Nar USE FOR n:t�w ACOUISITION DOCUMENT NOT CONSIDERED FINAL CI.EARING ON THIS PROJECT WILL BE PERFORMED UNLESS ALL SIGNATURES COMPLETEO TO THE LIMITS ESTABLISHED BY NCDOT METHOD III. GRAPHIC SCALES DESIGN DATA PROJECT LENGTH P�e��� � HYDRAULICS E1�GINEER ADT 2015 = 19,000 �S 50 25 0 50 100 ADT 2040 = 3 0400 Uft5 Corpom�ion - North Carolina �� G90G�yy 1600 Pa�imafer Park Drive � � K= 9/o LENGTH ROADWAY TIP PROJECT R-3825B = 4.503 MILES Monizville, North Carolina z�56o �� �g�\ D = 65°/a ,��E�,o�,.,aw�. �� �o PLANS T= 6% * LENGTH STRUCTURE TIP PROJECT R-38256 = 0.071 MILES �� � � 2012 STANDARD SPECIFICAT/ONS ED EDEIYS, P.E. P�� o �-( 7D 50 25 0 50 loo V= 60 MPH SIGNATURE: q « * o o TOTAL LENGTH OF TIP PROJECT R-38256 = 4.574 MILES PROJECT ENGINEER � (1TST /o + DUAL /o) RIGHT OF WAY DATE: ROADWAY DESIGN ENGINEER ��\ � PROFILE (HORIZONTAL) FUNC. CLA55= RURAL SEPTEMBER 8,2016 �vIN VA1v METRE,P.E. � 1Q'� 10 5 0 l0 zp MINOR ARTERIAL PROJECT DESIGN ENGINEF.R �p �� pp�����Q REGIONAL TIER LETTING DATE: DESIGN EXCEPTION AUGUST 21 2018 GARY R. LOVERING, P.E. � PROJECT ENGINEER P�• PROFILE (VERTICAL) (GRADE) NCDOT ROADWAY DESIGN s,c,vAru,�: N Z O � �� n C �� � �n u� fJ SJ : � �o N [ C C w LC W =� DENOTES IMPACTS IN . /� SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER '� DENOTES E%CAVATION IN WETLAND F F% DENOTES FILL IN / WETLAND ' '�` ' DENOTES MECHANIZED CLEARING 25•00 SEE ENLARGMENT SHEET 4 OF 53 � 2' SPECIAL LATERAL BASE DRCH vdPSRM � SEE DEiA1L 1 / TOE PROTECTION SEE DETAIL 4 w i . _ � = PDE � Exisrwc Riw _�� pDE �i c / __ -��", `� — ------ �_ _ _,_� � � ; _ r ': ' —�--�_ � 1- I l'_I i.- _ _ - — _ — - _ — J F `� - _ " ����, T H_� RETAIN . y- � � - - - 'XII � .'-- —'— - p�� ��I - i�+ �, -{ ta� �T _ a.-.g . ..1. ,�. . . - - --'—^'r - .r%ISTI��G i � . . � _'t" , .. i - - -- -- - � E Ae�n� onuPli§ _ r � aiw �. E�,�.w �. e aien ac a_n r � � O ROBERT B HUNT AND WIFE MARGARET H HUNT 4' L4TERAL BASE DITCH wrLLASS I RIP RAP SEE DEfAIL 7 PERMANENT IMPACTS IN SITE 1 -�� , ��� » T� _ MATCH DITCH INVERT TO STREAM INVER.T —¢� : _ -- — - 6'LATERAI BASE [ 1 vdCL45S I RIP RAP � � SEE DETAIL 3 1 �L` � TOE PROTECTION - SEE DETAIL 8 I , O � THE SHOPPES AT GLEN LAUREL DETAIL 1 5 CIAL LATERAL BASE DITCH I Not to Sco�e� No�urol Ground \3;) � b�� 51ope d� � Min. D=7.5. Ff. Max. d=1.5 Ft. Type olLiner- PSRM 8=2 R. FROM -l- STA.17-50 lT T -L- STA.25+50 LT EST.1935 Y O ROBERT B HUNT AND WIFE MARGARET H HUNT 30•00 \ s � � m o �\\ \ TEMPORARY IMPAC IN \ SURFACE WATER P°�.a, � � -a � p0E � F '-�� i %�E� i ��;"'� � .%�4 �,. �Q � . �—� �� ��� � !� —�—-----------� �F � P �� REM rF ," �I_ _? � � 1 �� \ FxiSiiNG rt/ � �. � w n � .,*�. �pUE� ------ — �E � ��DUE F\_—E ,c'. j,, . E _..�,.,� .� ��F nar,� TEMSOURfACE1 WAT RS IN� I� _ _:.; �, � .-. _,-. -,-- _ `, ' _ ^' J a � I . �� � ° � TOE PROTE � At�� SITE 1 SEE DEIAIL�w=z3 v�o P�ae DETAIL 8 TOE PROTECTION i N,,, �o :�o��i f� �0� / NoNroI���F`�S�°pa Ground b _ ��� � d d=2 F. 6=5 FI. �Geo�ertlle Type of L'iner= Closs B Rip-Rap FROM -L- 5TA 24+15 RT TO -L- STA. 25+00 RT EST.55 TONS CL455 B RIP RAP EST.120 SY GEOTEXTILE FROM -l- STA. 27+15 RT TO -L- STA. 29+00 RT PINES AT GLEN LAUREL LLC ���~�� s DETAIL 4 DETAIL 5 LATER4L BASE DI CH 7pE PROTECTION STANDARD BASE DITCH � Ha �o Smlc1 / No� �o scolel / O � Nor io Scaio� ��o e� 1 uml �- .;:�� Go�� � p �S\oPe Na���al No�uml y� � 1 Fp Growd �\� p��/ Grou�d G�aund `�:) p.��/ t"h Slope \ d O. d d� GEOiE%iILE J g �oleNie �aoiexlile=� g Min. D 15 FI. Min D=2 Ft. - Ma d=2 Fi. d' � F�� Max. d=1.5 Ff. b= 6 Ft. 8=E F. EST. DDE=615 CY 8= Ft. Type of Liner - Closs I Rip-Nap b- H. iype of Liner- Closs B Rip-Rap Type of Liner= Closs I Ri�Rap FROM -L- STA. 24+10 RT TO -L- TA. 27-i� OS RT FROM -L- STA.25+50 LT TO -L- STA. 27+50 LT FROM -L- STA. 32+16 RT TO -L- STA.32+21 EST. 350 TONS CLASS I RI RAP EST. 65 TONS CLA55 B RIP RAP EST. BO TONS CLASS I RIP RAP, EST. DDE 1�1 � ccT ann cv r_cnrcvn c EST. 100 SY GEOTEXTILE EST. 134 SY GEOTEXTILE CUT '�' DITCH J UL 6 6' STANDARD BASE DITCH -' w. LA55 I RIPRAP S.E DETAIL 5 PreFure7 hy � URS Corporo�ian - Nanh Corolina 1600 Perimeler Poh Drive Morrisville, Narth Corolinn 1]560 PERMIT DRAWING SHEET 2 OF 53 PROJECT REFERENCE NO. SHEET NO. � -J F'.%iE' ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED FALCON HOET OLC I 35�0� 1 1 1 1 1 -P IE ., E � .. � � ,. � R �' j 1 \--'-------------- _ _ � IS" ` _x.rirvc Fiw - . i � � �-'J .i �-� ,-- , .- " . , - - �.. �, -_ �I� � . �. _-.,.�. � - . ..- . . - "�.'�. , ._ JB �H -� � ��� — � -REMOVE ��. �.� _ _ o _ _-- � .: � � : ,-: , -_-.---____ _ -G � _ -- - —_ _— — — _ _ ,t� �S — ��s,��� R,w � f/..-. , ,�. � .. "�� PUE`- .�-.�� �':-�, , .. ._ _ . � -.. .. ..' �- PUE -�i - - _ �� I a � � , �__ � ��%—@UE—�DUE - J \ PDE �� BENM DITCH DETAIL 7 DETAIL� SPECIAL LATERAL BASE DITCH FALSE SUMP � Not to Scale) I Noi �o S�ale; � �O�OfO� � %� ��F�ii Oufside Dikh i- I Graund d' 3� p 3'.� soPa Traffic Flow/,,0.\� 20:j ��201` I� GI `\ �eo�en�ie -' g � S _ Min.D=Y FI. Mux. d=2 R. S=Difch Slope ¢ Proposed Ditch --�' �e of Liner= Class IRIp-Rap B-b Ft. -�- STA.32+49 RT ����� �M -L- STA. 27+50 LT TO -L- STA. 28+35 LT DETAII 19 EST. 110 TONS CLASS I RIP RAP E T 1 0 Y GE TE%iILE BERM DITCH DETAIL b �"°"° s`°�e� � SPECIAL CUT DITCH o� '� i � rvoi �o S�ale� fram N 5.0' S' S0' 1 �`�X�F 90' NaN.ol b'�/ Slope / Gmund 3! �� ��..3.� P ,. ��V .'1o.0'VC. � d Min. D=1 Ft. Type of liner= PS0.M Moa d=1 Ff. Goeioxiile-' Min. D=1.5 fi. FROM -L- STA.37+90 RT TO -l- STA.32+28 RT ^ pe ottiner= CLnSs B kIP RpP Mox. d=1.0 F�. tT EST.40 5Y PSRM co i cTn on�cn or m i crn �c_nn or w2L455 B RIP RAP SEE DETAIL 19 w ii „_ .- m I-_... �B M _ L. _ $� 2$ � $� ��� �� n w i . _ DENOTES IMPACTS IN . /� SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER '� DENOTES E%CAVATION IN WETLAND F F% DENOTES FILL IN / WETLAND ' '�` ' DENOTES MECHANIZED CLEARING 25•00 SEE ENLARGMENT SHEET 4 OF 53 � 2' SPECIAL LATERAL BASE DRCH vdPSRM � SEE DEiA1L 1 / TOE PROTECTION SEE DETAIL 4 O ROBERT B HUNT AND WIFE MARGARET H HUNT O ROBERT B HUNT AND WIFE MARGARET H HUNT 30•00 PreFure7 hy � URS Corporo�ian - Nanh Corolina 1600 Perimeler Poh Drive Morrisville, Narth Corolinn 1]560 PERMIT DRAWING SHEET 3 4F 53 PROJECT REFERENCE NO. SHEET NO. � -J F'.%iE' ILW SHEET NO. 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Type olLiner- PSRM 8=2 R. FROM -l- STA.17-50 lT T -L- STA.25+50 LT EST.1935 Y DETAIL 8 TOE PROTECTION i N,,, �o :�o��i f� �0� / NoNroI���F`�S�°pa Ground b _ ��� � d d=2 F. 6=5 FI. �Geo�ertlle Type of L'iner= Closs B Rip-Rap FROM -L- 5TA 24+15 RT TO -L- STA. 25+00 RT EST.55 TONS CL455 B RIP RAP EST.120 SY GEOTEXTILE FROM -l- STA. 27+15 RT TO -L- STA. 29+00 RT ���~�� s DETAIL 4 DETAIL 5 LATER4L BASE DI CH 7pE PROTECTION STANDARD BASE DITCH � Ha �o Smlc1 / No� �o scolel / O � Nor io Scaio� ��o e� 1 uml �- .;:�� Go�� � p �S\oPe Na���al No�uml y� � 1 Fp Growd �\� p��/ Grou�d G�aund `�:) p.��/ t"h Slope \ d O. d d� GEOiE%iILE J g �oleNie �aoiexlile=� g Min. D 15 FI. Min D=2 Ft. - Ma d=2 Fi. d' � F�� Max. d=1.5 Ff. b= 6 Ft. 8=E F. EST. DDE=615 CY 8= Ft. Type of Liner - Closs I Rip-Nap b- H. iype of Liner- Closs B Rip-Rap Type of Liner= Closs I Ri�Rap FROM -L- STA. 24+10 RT TO -L- TA. 27-i� OS RT FROM -L- STA.25+50 LT TO -L- STA. 27+50 LT FROM -L- STA. 32+16 RT TO -L- STA.32+21 EST. 350 TONS CLASS I RI RAP EST. 65 TONS CLA55 B RIP RAP EST. BO TONS CLASS I RIP RAP, EST. DDE 1�1 � ccT ann cv r_cnrcvn c EST. 100 SY GEOTEXTILE EST. 134 SY GEOTEXTILE a ? �a man - - RCMove 3 '� ` _. o - - � - - _ � ' _'-� � ' -� . . ... � _--�-=_ -_ - _ ;.. _-;=�o-- _' a� '����5 - -_ -__ —_ - '-_ - _ _ . � -� _ — -- - — - =_-- _ - - __� _ - - - - - -_ - -- ' - _ r -�� -I - - -�� . . -. -��.., � :2'�rs�'l� _ �� �' _ • - — - � - � f� _ :�� ,T�- - - � ��, y� . � � _ , PUE--�i- �_ - - � _ o — , � , , . .� . �a . � � � � '� � .. , � �.+ . - �--�---V�b�UE—�•r-�DUE ��� �"'� :. �JI__�� � ,.... � '. _ I � ��� �BENM ��pITCH �DE / / /� �--_ . � � wtL453. B R1P RAP .. . _f �' / / � � j / �pSZ� \ SEE DETAIL 19 . / -. . _ � , ' / � w0� n � � m f�`. BM 2 J:69i � c C: �.17�. '.,_ - =Li_v=�F_ - DETAIL 7 DETAIL� SPECIAL LATERAL BASE DITCH FALSE SUMP � Not to Scale) I Noi �o S�ale; � �O�OfO� � %� ��F�ii Oufside Dikh i- I Graund d' 3� p 3'.� soPa Traffic Flow/,,0.\� 20:j ��201` I� GI `\ �eo�en�ie -' g � S _ Min.D=Y FI. Mux. d=2 R. S=Difch Slope ¢ Proposed Ditch --�' pe of Liner= Class IRIp-Rap B-b Ft. -�- STA.32+49 RT ����� OM -L- STA. 27+50 LT TO -L- STA. 28+35 LT DETAII 19 EST. 110 TONS CLASS I RIP RAP E T 1 0 Y GE TE%iILE BERM DITCH DETAIL b �"°"° s`°�e� � SPECIAL CUT DITCH o� '� i � rvoi �o S�ale� fram N 5.0' S' S0' 1 �`�X�F 90' NaN.ol b'�/ Slope / Gmund 3! �� ��..3.� P ,. ��V .'1o.0'VC. � d Min. D=1 Ft. Type of liner= PS0.M Moa d=1 Ff. Goeioxiile-' Min. D=1.5 fi. FROM -L- STA.37+90 RT TO -l- STA.32+28 RT ^ pe ottiner= CLnSs B kIP RpP Mox. d=1.0 F�. RT EST.40 5Y PSRM co i cTn on�cn or m i crn �c_nn or $� 2$ � $� ��0 �� n z 0 N i � 2' SPECIAL LATERAL BASE DITCH w/PSRM SEE DETAIL 1 TOE PROTECTION SEE DETAIL 4 4' LATERAL BASE DITCH w/CLASS I RIP RAP SEE DETAIL 7 PERMANENT IMPACTS IN SURFACE WATER SITE 1 � C PpE � PDE ___-----�ly� o„ _ _— "_� 3 � _ � --- ------� � �i�� � ,� �� F , , , , , � ,, � , , , , _� � � T T � % �-r - -_, -� -_ � j -_- - - - _ � mti '- - _ - - m . T� I I � � i ' 1, �; - _ - - --- -- -- - � - - - -- - - - --- - -- -- - ,- � \ '� -- -- ---- -- 8����_ -- ---- -- ------ -- - _ - � �' - PERMANENT IMPACTS IN �BZz � — _ — ' — — . ___ — — _— . —. . — — -,.�I— . "����' -G � GI 1 f��n� -r � �,, a� ��� r� _ ,tg � +s� f 6�'�/SLAB PreF��� hr PROJECT REPERENCE NO. SHEET NO. �� � �-J�i��6' _� � �i� URS Corporo�ian - Narlh Corolina R'W SHEET NO. 1600 PerimelerPoh Drive ROADWAY DESIGN HYDRAULICS � TrG,. Morrisville, Narch Corolinn P156o ENGINEER ENGINEER > ,� 6� �' `�soPERM T DRAWING \ SHEE 4 OF 53 \ � E N LAR ME NT UNLESS ALL SIGNATURES COMPLETED TEMPORARY IMPA 'FS iN SURFACE WATER \ \ F \_ Pp �y/ � 8 _ .—si p � �F F '� � � � �� � E � �—__ �' %� - ,�0 _ _ ,� ' �,' � / — ,�,,� ��� �. R j i ti m� �� 1,�� � � �v!� � VV � - ���, F ___-- N , 15" T T T T FL G GI �ON ,� �XISTIIVG R/� �_ ��� � O � ; �- - - - - - �o - - - -_ � i - , _ -- -� - - _ - o_ - - - -- �ti _EL_ � _ � � � � O � � ��' '• �� , e � A . 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SHEET NO. � 1 0 7 0 1 0 1 0 1 0 1 0 0 0 0 0 2 1 1 20 0 0 1 0 1 0 1 0 1 0 1 0 1 0 2 5 2 5 0 0 2 0 ozo o.oz 2 0 r -� 25 i � � �� � _' 25 g:\ � 3:7 � _� _ 20 __ I,i __ — 20 -- �I', -- 2 5 -- � 5.5. 47.64 7 s 2 5 20 ` 20 � � � ozo o.oz — � , � 3: 3:7 __ � 34.� - _ _ � � 5.5.2 826 � � � \ _ _ _ 2 0 N Z � N � �� n � m � � � u, J A LC : 3 �o �n e c 'c w � w �� TEMPORARY IMPACT IN � ci iRFer� weT�Q REMOVE -. - I' ._ _ � � ��� � � i _ _ -J��/�'- ` �II \� �I - - - - - - - - - - - - - - - - � 1 P, 'i � - J\ \ � �� �`� �\ � � � � � ;K PreFure7 hy � URS Corporo�i - Nanh Corolina 1600 Perim ner Poh Drive Morrisville, Narth Corolinn 1]560 PERMIT DRAWING SHEET 8 OF 53 ENLARGEMENT PROJECT REFERENCE NO. SHEET NO. � -J F'.%iE' ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED !�'% DENOTES IMPACTS IN %� �`'� SURFACE WATER �S' �s ; DENOTES TEMPORARY ' � IMPACTS IN SURFACE WATER '��/ ` � t - -:' � �_ %_ � _ � - - _ / _� - _ _ -� -� i , � _ i , _ ; _ _ -, <t. � - ,_ : . r , Q� �/ 1 � _ ___--_" / __-- � - ; R � -� -- ,__ _ _ ,. ; _ ___- _ , _- _ � � ;- �; � _,, ,. �CONC --,',_ _ _ �MON ,--�"�� �� �°��� � �- - - - ' �� � � ����_� \ .__-, �. 7 �f . _ _ � I ._ . : ____ ... ' . �- ' ._ O , , PRO1. REFERENCE NO. SHEET NO. � 1 0 7 0 1 0 1 0 1 0 1 0 0 0 0 0 2 1 1 20 0 0 1 0 1 0 1 0 1 0 1 0 1 0 W I_ � /5 /5 / 0 ozo o.oz / 0 /5 � l5 � /0 s:� � l0 3:� l5 � l5 / /0 � _ !0 5.5. 9.2 - - _ _� _ � _ _ _ I 5 -I- S I T 3 / 5 N � � J I I- � � �� �� $0 25 0 50 100 � �^ � i i n I �� �� i i ii ��i u �_.� �,� ��,�.� , c �� � LL3 fJ A : � �o n e c 'c w � w �T. NT =� ' il � � I I I I c..-� y:- �-� ✓ I� � � � �y �Q � I� � T� m m� I i �I : � � �o o �� ,� ' a P F� � hr PROJECT REPERENCE NO. SHEET NO. � Fi-.�C�2JL�' �; ux5 co.po,oro� Hanh Co�oii�a RNJ SHEET NO. 1 6 0 o r m e r r k o r. e ROADWAY DESIGN HYDRAULICS Tr M II Narch C I' n P156o ENGINEER ENGINEER DEfAIL 23 L4TERA�L B�ASEo DITCH Q 1 � �el N ,, 6 ., � � Q I/ I � F� ,; � 1 PROM -Y6- STA. 171-78 LT TO -Y6- S7A. 12+50 LT No��•ai 3 I ., �q � � � - �� � c.o��a � .s-� o �� � � '"� �sioF,< � �I � I' \ - I7 Q GEOTE%iILE B M n � i 5 Ft � �_.� \ \ COUNTY OF JOHNSTON Q Bo� F-2.5 FI. W I I III �� l I \ \F - Z TYPeDDEine 4 CClass 1 ki�Rap I �.-�-. y=3-s F�. DOCUMENT NOT CONSIDERED FINAL I - A _ �" ��- � FRom -L- STa 73 �� 03 RT To -L- STn. 75 ,� 97 RT UNLESS ALL SIGNATURES COMPLETED . II I I � '� , _. -:�'� '- EST. 368 TONS CLASS I RIP R,4P / -- - -. -- EST.620 SY GEOTEXTILE ����� � �_ r� 4x � i �' ���� DETAIL 22 I n�� �\�<Ey�.\ STANDARD BASE OITCH DETAIL 108 . '?� I II � ��� F�� � R,M,� iHoi�, scaiei DECK DRAIN DISSIPATOR PAD w z� 3a, �P . i ,�� �,A�;, �o,�,o� �a��� ,�o„o=��e� PERMIT DRAWING 7 � \ � Graund � 3�� ���' Grovnd � ���i,_ ��i� ���� m �� ��� �� �,oe��a �� T M�� o—,o h oqo�ParoR � SHEET 10 OF 53 Max. d=1 Fl. ��$! / _% �� tl i``-R � I �� F�--� � ,/� '�'hen B is - 6.0' B=2 FI. 'NOTE: CENIER PAD DIRECILY BELOW OECK DRHINS EST. II TON$ C.� 5 B RIP RAP .� . � ZJ w , Ho GROU E S T. 2 8 5 Y G E �� E%� E I I I '-�\� `- ry l,_/ .,, � Type o f tiner= C lass e Rip- Rap i :� I � I. t __ ' � � L� FROM L STA. 68 t� 54 RT TO L STA. 6. 20 RT ��� � � 3 � i 9 / . ;�I� � EST. 31 TONS CLASS B RIPRAP, EST. DDE 37 CY ______ .a�� I , � '\ (/ r I �.: I I �� 7' SPECIAL NT 9ASE DITCH EST. 69 SY GEOTEXTILE 'T � �!. TOE PROTECTION - ��� � �I -:-�� m ��SS 6 RIP RAP GEorExrae-� I.o' DETAIL 12 � I � 1 , I , � � SEE DEfAII 28 DETAIL 29 L ��� TOE PROTECTION y SEE DETAIL 12 I - 93 SY PSRM �H���� s�oio� DETAIL 26 �- I I Foa waoeNrn� I ._ <a n FALSE SUMP iype of Liner 10 TONS CL B R'p-Aap Op SPECIAL CUT DITCH I LOW AREAS AGAINST �-, � I �_ � �Nor o 5�ale� � Georeatle 33zy ti���& �Norro xole� � � I FILL SLOPE i I FROM -1 STA 65+20RT TO STA.65+60RT F� � �� �1 � � �i A O fs�de D tch ,-' z o-�" N,,,uxA� -'i - f` DETAIL 109 GY�PJN=\ ��� Fro \ h / 4 0�n � / I � T uF(c FI ' 1 20�1 \L� Goiur ,..7.' D 3F G�\ `Slope I� // � I il �1� PIPE INLEi CHANNEL a � - d i F� F d �sa�"° I 16 � I I m F s- ci �Ne�m s<oi.l b -5 Fi. AOPE `�c. . Mn o=t.5 F. I� � � n S=Ditch Slo �} Proposed Ditch — �-_�OW,� �`°°�- -�'"a Type of L iar�- PSRA1 7ype of ne = PSRM Mon d=i.5 r+. `JOHt$TON COUNTY I I �.�- �, � PQ FROM -Y6- STA. 11-00 RT TO -Yb- STA. 14+00 T OAR OF EDUCATION i I i -Y6- STA. 14+25 LT �'' d FROM -- STA. 14+56 LT TO -Y6- STA. 15+00 LT �i� DETAIL 25 DETAIL 24 �„qH�- RIP RAP AT EMBANKMENT m�I LATERAL BASE DITCH Lengrh=75 Ft. rv=��oem� iNo��as�a�ei ; Ma��n�o�ocer " DETAIL27 I �< � iHo��os<e�ai b d= ToroPofBank s F�l ,��ne cs�e `P w 5'm��.- oeia�i s31 SPECIAL CUT DITCH �'� i I �- mSPECIAL CUT 'V' DITCH N� �-1 �� Est.= 15 Tons of Class B Rip-Rap urnl I � -Fill INo��o Swlej .� .n I ' w�iRASS Ground ?') �� �^F�. Slope o�rth - � - �I EE DETAIL 27 d o FROM STA. 73+00 LT TO STA. 73+20 LT i.o�m��. F � a �i Grade � } / � N �iol 33� D'�ci� ` _ I ,i I _ � `' ' H Sloec g M n. D 1.5 F. Z \ a Ps ` G��"`� ��_�� �5eae�s� E5T.5 AONS�LASS B RIP RAP � i I ��I Mo.x d 1.5 F. -�-GEOTEXTILE � �p��� EST. 14 kY GE TEJ(TILE �y,� I 'II ` �WF3 � B-4 F. Mn D=1.5 Ff. / � I REMOV� ty EST DDE=585 CY 6=5 F. .. TYPe of L ner EST. 9 TOrvS, CL I R'p-Rap � I � i Geo�ent le 21 z a � \- � � y Type of L ner= PSRM FROM L STA. 73+45 RT TO -L- STA. 73+60 RT FRO -Yb- STA. 14-00 LT TO -Y6- STA_ 14+56 LT :�� %� _�� il " �� I_ T FROM -L- STA. 73 i� 10 LT TO -L- STA. 75 -i�00 LT / -- I - SPECIAL CUT 'V' DITCH EST. 325 SY PSRM / � wPSRM -�-, I SEE DETAIL 26 6 EE ENLARGMEN ��'� i R�� R� rAr � ss�oo ��'� HEET 12 y �' , ����'';�I 15 �o�oo SEE ENLARGMENT �5•00 E MEWS Es E �c �I,/ S OF 53 � �. � �� SHEET 17 OF 53 J \ _ _ �, SY �_ .�� I� _ /� PSRM .p �i s oo,',�T �I COUNTY OF JOHNSTON A � �r; i DENOTES IMPACTS IN I /. / � �� i , SURPACE WATER J - I i Q _ �� , ,l' % DENOTES TEMPORARY M1' L4TERAL BASE DITCH wrPSRM -i /. / � __ /� .I � ii I£ , I ���� IMPACTS IN SURFACE WATER SFE DFTAIL 24 -, _ e i�_ -�� III�� _ , - :-..I . DENOTES FILL IN - I F�: ' I -. . .c . .- � � � rF � � - � I � WETLAND � V �. n JWIJ I� i�': ��I �i��� i!. _ PERMANENT IMPACT IN H .Fn� � F+rh���i-. � � I � C n, _� I3E�.i ,; � i, ri y ; DENOTES E%CAVATION SURFACE WATER � y I i N IUE PUE` PUE �---'P E I PUE �` / � / y�' I� � DENO ES MEC ANIZED SITE Jr i� y _ / � _ I PUE RU��� � � � A . . , . I _ � ^ �' ' CLEARING .. I , � ; _.� r / ..�-. -=� e � � _-. _ _ _ .- I �' .� RE AIN - � ' � Y ���� Eae��'-R�A"-�'u i:'� - i I� ��, - Ir -. ti ;, , - _ ..� ' , ,Y _ ,,_. _ .., .- `,� (�--�:' . PD�i� ,. . --�-�' .��. � � � � ��enr _��_ . � - " � I F ... n � - � IMPA TS�IN R � BM�zo�u i�r Eas MEur � � � N � s �� n c �� c a� IP JJ � i� � 0 �� e c c w � N �T. NT =� i� ���,�; �" � i��� ; so zs o so ioo � �, � I I � ir ��I C' i I �� r� � I I I l� III- i.f 7b (1/ �I � I� � � i !J JIJ.=1 9.3F V� ��.] �/P �a - � I �� III �1 �' � yM1 �O I�AI'�/IJII I'a.a� � ��` � jII�� � '�, , �� I � �� � , �J ..� � �_ 1O � ".. _ j III I ���I Fy �_ I.."�5 IM� ������� I ^I �I I;y,� �1����\�\%��I�ii� ! - r ,� _,� � � � � �y; �-���� I PreF��� hr PROJECT REPERENCE NO. SHEET NO. � R 38258 ux5 c p H h Co�oii�a RNJ SHEET NO. 1600 P P ik D've ROADWAY DESIGN HYDRAULICS r M II N rch C I' P156o ENGINEER ENGINEER DEfAIL 23 L4TERA�L B�ASEo DITCH Q 1 � �el _'���sLL � . 1�` -�.� '..,<' / 1 � N � ., ��� ( i � I � �� f. �, i PROM -Y6- STA.17+78 LT TO -Y6- S7A. 12+50 LT No��•ai J / I f �I �I ". � ^. �\ T \. �' � uound d 3:Sy p 3. ` t"�t Smf,e �l/ I � . - 1„` 1-- /� � I, 1 l� � ' I7 GEOTE%illE q � j-� -' � �� II, Q M n � i 5 Ft. I r � ' / - - � � ' Max, d 2.5 F1. ,� \ � / COUNTY OF JOHNSTON Q s=aF�. i ;-� /� uI � I III n � v�J I Z EST.DDE 4-04 CY �� " I � $ ��/ Type oi � �e, ci�ss i R��xaP 6-3-s F�. DOCUMENT NOT CONSIDERED FINAL � ' � I -- -�� UNLESS ALL SIGNATURES COMPLETED - �� I � { -�. A �- FROM L STA 73 �i 03 RT TO -L- STA. 75 r 97 RT I I 1 I — ,.. . ,. ,. '_ EST. 368 TONS CLASS I RIP R,4P � ��` � � -�� ',,---.-'� " EST.620 SY GEOTEXTILE �i��� �d �. F 4�� � f I _ iu�_ , DETAIL 22 �'�",t `� ''' i � �F /��y ��� srnNonrso ense oircH DETAIL 108 � I! � a GPG��� _ / -� � 2 ���1�F � . !����� s��e� DECK DRAIN DISSIPATOR PAD I I � w Z II b� ,� _� '""'V�'aoU � now,oi Ham,�i i Hoi �o s�iel U� \ � Ground ,3,�� �1� Grovnd � 7� /� /// I II ,�III I'r� C ��'��� \\, d T SR 'I ( I�� � I I� I u I II �._�� - �ti'�\�� . Gaoa�ni�e�� g M'n �=1.0 F OISSIPATOR veN VFlv —� I I � I _�. �Y �/ Max d=1 Ft. PAD '� ��� � � V� I I_R I F `�V '�'hen B is - 6.0' B 2 FI. 'NOTE CENtER PAD DIRECILY BELOW OECK DRHINS - EST. n TONS C 5 B RIP RAft-- /\ � 7�� -�� � � ,� i I r� EST. 28 5Y GE �_ E%�E 1 �:.j` �\WI �K' ��I Ilil �� I � �� � '��/ �� ti/ J Type of tiner= Class e kl�Rap GRouHo � I �' " � � l- ���_ � II I I III �' I � 1 �� FROM L STA. 68t�5A RT TO -L- STA. 69+20 RT � -�� � � \/ EST. 31 TONS CLASS B RIPRAP, EST. DDE 37 CY, � � � ydf �1 � � I I I I � ��- ��' SPECIAL N�i 9ASE D7TCH EST. 69 SY GEOTEXTILE �� T DETAIL 12 � � i �� �� ; �I, r,CJe eaorecvio ��� I,,� �� � �, ��' �� �'^�' 's E ��n�� za �� DETAIL 29 � �eorex���e—'� i.o� TOE PROTECTION r f i I � SEE DETAII:- 1� � � I i I � il i I � �� � t= <a FT ��� J f� I�I JI il I �' -93 �SY PSNM �Hmi� s�olo� DETAIL 26 { FOR INCIDENTAI, , � i � FALSE SUMP iype of�lne. �o roNs CL e R'p Aap p SPECIAL CUT DITCH I I I� I I � - �Norm s�ie� � G=are,�le aasy � �� � %'� '�ow nrsea.s n�nir�51I i� , I ♦� p J ', � � FILL SLOPE f � I'� II I' I� I FROM -1 STA. 65+20RT TO STA 65+60RT ti:/ iHormxoiei 4 ��. i �i � � - A naiuxn� �� � � , �� Oofs�de D tch ouo�no /F� : Id{�� I� � � - I ' i: ' � � � � 7 �� p� ..-�.j 2o:t ��-0� DETAIL 109 — F h�1 / d Goiur 3�' G�ess 51�a I /- I - . I I I I I I I l � 1 PIPE INLEi CHANNEL d=1 Ft. I I d� D F\`'°e o�� � I�� _ �: I I 'i�l I I I I � � 5_ �� (Netto Scolel b=5 Fi. xoPe � S0�` �� � I I�6 i I i'i.i� �'I�i I I'�ili i r`� �\ Pro d Ditch �-�`�°w ,w°�- --�°��e N, t.s / S=Ditch Slo ¢ Pose ,� T of Linar- PSRA1 �� � � �` �' � I y �' R pe �Pe iyPe or �e. , rs�rn mo.�d t.s r+ -. JOHI�TON COUNTY, �-, r�� I qy ti ,� a FROM -Y6- STA. 11-00 RT TO -Yb- STA. 14+00 T � OAit OF. EDUCATIOiJ � I' � i y�'. ', I =� �� -Y6- STA. 14+25 LT FROM - STA. 14+56 LT TO -Y6- STfp. 15+OOILT I I .i'i li I -� �� •L:I I l DETAIL 25 � i DETAIL 24 CHANNfLBf� RIP RAP AT EMBANKMENT - � ' m � LATERAL BASE DITCH ;- Lengfh=75 Ft Na,onm� �� � � uo� �o s<ei,l d To Top of Bank i No m s�ai I � Mamn i iop or � DETAIL 27 � I� � �� �� �� ���� q' ��SPECIAL CUT 'V' DITCH ,�-- b—y � Est.- 15 Tons of Class B Rip-Rap � F� a` �" SPECIAL NT DITCH � f j,I "'�I �' I �� I Dikh - �Omin. '} D ialY31 �H,,,, s�ie� � � �� � � � � .I I� �I I I� �-�. � E DETAIL 27 �o��d d � p p �•F�, sione FROM STA.73+00 LT TO STA.73+20 LT I � � � � � � ��i �.., z. eraae � ,d 1 �3�s� � �000 � / � � � l ,%� .��� � �� ���� � � _,��, �� � s M �. o ts h. \ � Se" �oc� E5T 5 ONS� L/tSS � Rlk RA � �i � Max d_,.5 H. p E RM I T D RAW I N G % —�Eo.E���E � � �� ��� ,�� -Esi>�ia c� r�nye � � I +y� I i- I � I -� - ��6o I�'� �=s �� Min.� 15 Ft � _ I�' ' ty EST.DDE-585 CY ..TYPe ofLner EST.9 TOrvS,CL IR'iP-RaP I, j�.� � 7�. '.. � I i,�. 'I � i, I�1,__�� J �ao,e., �e_ 2� _ � ,, ;, I'� , � a ,YPe of Lmer= PSRM S H E ET 11 O F 5 3 FROM L STA. 73+45 RT TO -L- STA. 73+60 RT FR Yb- STA�14+00 LT TO -Yb- STA 1A+54 CT : i� � j-�-� j,-:�i I I il I�I �, I FROM L- STA. 73 i� 10 LT TO -L- STA. 75 -i�00 LT / / � � � iI I I � �..�lu � �.�, PEC�AL CUT 'V' DITCH EST. 325 SY PSRM '- � � �E� E�ILA�RGME%I � � �'� �� ���M , i � �I� S@�'EIETAIL 26 � � ss�bo � ` �,i I ��,� },� �� i5 �o�oo SEE ENLARGMENT �5•00 � ,� I RivER MEws EsrarE �c ��� �''� �� �, � � � '� �� �SHEE�f 12 OF ��y I� � � I i � i, i ii `�� — Iy,;, �, ��� � i, � ,, �� SHEET 17 OF 53 ) i I � � / _ 71 SY � � '� � � - � , rI � I � � I '�� I'� � g � �PS�G � ��_� � o I I I � I i� � n i� � � ; COUNTY OF JOHNSTON � ,. I \ l.i' I II � I � ,,,�� Q (�,,QJ' �:. II I I 1I�I � il �� DUR�CE WATER75 1N � )�? � `� 1 � ,�� . i �� j , � I I� � iI' l� E DENOTES TEMPORARY M1' L4TERAL BASE DITCH wrPSRM � �� � C\ I I I I I )� ��, �.I I''� i � r I I �/ 7/ IMPACTS IN SURFACE WATER SFE DETAIL 24 I �i' � :9 I i � wr os I, i� ' � I �� + �' I �� �� ���' � , i � I� I_I F/.' DENOTES FILL IN �.I 2,� � I � � � I rP i 4 yl I'. i I i.l 1' i /. WETLAND W - I I I �i � � ��'.I � �i�� i�,� PERMANENT IMPACT IN ri �nr�F-n���r.l i� i _ I �-I � /�i�iv r-ieii i 9 - - � � N� �' �,�� SURFACE WATER i� �J T a DENOTES E%CAVATION __ a � � �. �� � I I � I I � � I'� _ I � I�.� � , � IN WETLAND PUE PU ��� - �� U6 �� PUE PUE � , -�P E �. �' PUE , I � I � I �j, 7V i � _ �,r ' I �� I �'- I I I I / �� �III I A ,I DENOTES MECHANIZED SITE Jr I i -. I I�� ��, I I� � i Ep�� 1 � -- � � � � I � ' � ' � _ - _ -- - -- -- � , � - -_ - � " � � _ . ; � _ � � .'-f I . s'�-��' �' _ _ t � - .. � - � � t'� � _ _- � I � ,, � � ��� � '--� I- �R B tt � ,. r � '�" � �, , _ � — - — _ _ -- ir I.. 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I ; � � ��.. ` I � t .;e r I ..n.�_I , _ _ - -r_ .SURFA\E WATE � � 370 SY GEOTEXTIIE ' ' � � �� i �" _ _ - -� L �' \ � I . -- I � J .., . , � ' � W ,I , " �� � � I� y\ � � ��, ''� � � i - � - — - - � . � ' �I . ' LL " , � . . � F � N � �� TEMP.�WORK � - �`� * ^�y I , �� �d �--o'< � s�� PAD & TEMP ,' � ,�� w�.. � �3h ....w� \.� �� `� � 1 / K,\ � � -'�- ^� - � '-�� �� I -- � � I -�� % �� rs�; .r �I�� �o b .; �� IMPACTS IN � ;I�',��� ia l. i. , � � � � \ `i � \ - � - � �'f � E . _ � � � � �'i� �.. i �.�il , R � � � � - . � � - � � ' I � "� ... ' SURFACE WAT@RI � I i �.i� I; � .'� i _ W i L1 � �� ''.� � �i . .. , ' ` � 11 a - -_ __ _ - ,___�. ... , � �� '- .. . � � . tf �� � � -�' , �E)(CAN I M IN ETLRFJf3� .� , ��I ,.,. , -� . . ._ _ �_-,�.. _- -� . � . , �� .�. _W , -� J I _ ._ _ , �� �:z � i�1 - � I � ?, _, �� �� � F .. � � � � �,.' � � , ����� ..._...::., :--REBECGA. FLOWE S FINCHwAM�R iMe C oN� i':i :. � I � I. : ,�+?r---�- � � i I f , I � c � � A � , P�I9 E \\ - � ' I, i .'--' .�� . --__ �' � ` � , 5� ? h, PD � � !i R i I =_ � � a -- F __ F ( IPHASE I . � _..-- \ ��� 4 . � � � � �)�.� y:�'�.�- -"f0 STREAM-.�INVERfi I�``�.'\ Q�T � rW` ( �I I �' _ _ �L li I I � \ � . �y � � MATCh7 DITCH INUER - - � i " � 1 S � _ - � , s ��I ��lll � . � .. � ��_ -� . . . � ..� E -- - I I,��,; REBECCA D FLOWER$ � so - � . \ -"� a, � �-- - � -' � /SITE S � - �� L „ ' 14 � ��� ( ;. L � 7 a' LATERAL � �i- � RI RAP R.4P AT EMBANKMENT BASE DITCH � I�� , - 1 _ � IH wiCL455 I RIP RAP ��� � '� NO�fE: �+ _ e� � ,[ 2' STANDARD BASE DITCH SEE DETAIL 25 SEE DETAIL 23 �- . EMPORARY IMPAGT I -I���. _ _ � O KLA55 B RIP R4P �A ��E NTED F OkW . REBECCA FLOWERS \ M\ I CC SS GR.4 OR 3. . 5'J . �II�, `UTILIN OWNER WILL BE RESPONSIBLE -' � e � �(�; SEE DETAIL 22 ' I9 SURFACE WATER FINCH MICHELLE STRICKLAND '� ��I��' ';FOR��RELOCATION 81NSTALIATION OF CZ'A .rypQO _ _ - .,_ �� I W I � �\ NE GATE _ O INC. !G .� f IS 1 I ini�.,i,. CONTRpL Of MGCE55 IS NOT FENCED . I � I�:� r:.`I [�. / �� 25 72.5 0 25 50 , m U- RIVER MEWS ESTATE LC N m t'�RI��E _�l�T �=LE�/^, i�-',�- TOE PROTECTION e�l _-1,-��=��m SEE DETAIL 69 E �` � PUE PUE , PU_E � m �'�\ I i , t -� - : _ _,- - t- ---- _ � F _ - - z � � -- . ,_ -- N o � � I � � � w Q ,. _I � � � - �- f � l � /� ` j � � ; L eti � ; - 15" FL GR 2GI ,�= i �� �� _- - -- — - - _ �i-- �-i'rriY --- - - — -,- - _ � - ` � ` _ -'FL GR 2G1 _ - _ O O � � ?q - — - C�+u� � F F / w �E NT � /^\ .r� / I � \ m � ; 65+00 i � DENOTES TEMPORARY I � (' � '; "��� IMPACTS IN SURFACE WATER ` \ 1 � � i PreFure7 hy � URS Corporo�i - Nanh Corolina 1600 Perim ner Poh Drive Morrisville, Narth Corolinn 1]560 m m PERMIT DRAWING PSR� � SHEET 12 OF 53 PROJECT REFERENCE NO. SHEET NO. �-JF'.%iC�' �`: ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER i �� E N L/1RG EME NT �< DOCUMENT NOT CONSIDERED FINAL % : / UNLESS ALL SIGNATURES COMPLETED m i� � � � I I W��' L_ I � a /., I Ji�/ / _. I � � r �=',4 ��' ' � � _ ��I�J� If�l I'i4�,��'� � �,i m I �i ,, Q II I, �!i 1T 13hJ�1' �_ I Z� I / ( i / / I �- / �� E TEMP. WORK PAD & TEMP. IMPACTS I N �JRFACE WATER � - PHASE 1 . ( PUE — : SIT�E �� r � PUE , �---- �- _ - _---� ���--�� ■ � � � ,.. _� .__ .. .. .� .. , _. . ,� . 370 SY GEOTEXTILE �, �! � � �� TEMP. WORK � � �� PAD & TEMP. � o w IMPACTS IN � �, � SURFACE WATER - PHASE 2 �_ K ; ' � w F� � REBECCA D FLOWERS ,I ~ ,; / �'�� �� �y ��� , � NOTE: ACCESS GRANTED FOR -DRW3-. m UTILITY OWNER WILL BE RESPONSIBLE ~ FOR RELOCATION & INSTALLATION OF � NEW GATE . � /"/'1/.ITA/11 /1L A/"P`GCC IC AI/'1T CCAI/"CI'1 I�� ,� i �� ��� � � � �. � i i t `-i - �' E PUE —� ' --- ,' �F�i - � �_--' � ,_ i�, �_ , � � _ ��L�Z3PG 207N � �M#i �.,, — - -- — -- / �-�� ��� � -_� �� � _,� - � - - ,' __ 1 � I �i�Ry ---- � I - - � � - W �_ �-I ;;; � , � _ �. E LO U�ILITY EASEMENT 1`�',� �� �� ' I � PB 2 PG 2Q7 -� � F 3 � n;�l _ _ m � � Fi � - i _�v� �, - ___- txisTiNc Ri ' ��, F - __-- _ � � ; � �- , '�`� _ _ _—_—_ �� ��C�'R`'2Gt „ FL - GI � _-- - ----�_ ' - - --. , �� - _ — `- � � , _i — - _ - -- _ -- ti. ti - - - - - - - - - - - - - - - - - - - - - - - - ' - - — -_ - — - 1 - ------- - � i _ - _ � I � Ea;isriNc Riw � Gv i FL G 2G1 FL� �R�' ' I L �"_� i i � • i i N ~E— W 1 I U Qg�� - 1 i I�� I � � , �N /,,,,- � � 3 � 3 d� , � h�--� �''' \� � W F 170 �[•� 150 140 130 120 110 S ITE 4- PRO F I LE VI EW ALO N G STRU CTU RE 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 �������� 0 , , PROJ. REFERENCE NO. SHEET NO. �� 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 0 20 1 1 20 0 0 0 0 0 1 0 1 0 1 0 7 0 1 0 1 0 � � — , v � vu /0 /0 / 5 � — -- — � � � o.00v '�— }— —li / 5 020 ; 6:� � � I3.55.7 ' � � :� 5 5.160. I 75 � / 5 156. 5 5.5.155 96 � 0)—� 3 0 --- — � 5 / 0 753.06 / O I WI_B /5 i /5 / 0 o.os / 0 030 5.4 : i / 5 s.,ea., ' � — — — — / 5 ib . — — � � 5.5.16 .82 � � � � 7 �- Q.QQ SI E /5 /5 � P R I IN z � s Pre e7 h " DETAIL 30 DETAIL 33 � �� � � r� LATERAL BASE DITCH STANDARD BASE DITCH F3y � \ DETAIL 10 0� DE�E su P ol � � I No io s�aie� /� � Hoi io scoie� � FALSE SUMP Y1 6 t--y % ,,,,o� q �\ ( Noi io Scale) I No� �o s�aiel I URS C p a N h Corolina Hm�.�i I— I,� \ c�o��d ���3:� 3� co��a x Ouiside Drtch -� � 1600 P e P ik D' e ao��d �Z� .T�Ip /2��i i�c. `F;n d D Tmff'cFlow ��.. OuhideDkh j \.� � Min.D= 1.5 Ff. Sloa� Geoiex� e- B Mn � 1 H .: '-�..' 2'. 7\ � 2'�- � Troffe Flow \�\ 201 yI�.O'� M II N rth C I' 1]560 B= 2 Fl. Mox. d=3 R \ G� Gi 6= 5 Ff. B=8 Ff. \,. . �-$_ e}c. a-$- ei<. FROM L- STA. 82+10 RT TO L- STA. 85+00 RT \� �- S=Ditch Slo ¢ Proposed D'tch ` �EST_ DDE 173 CY) Tma of L��e.= Cuss I e�p-itap - S=Ditch Slope 4 Proposed Difch Pa , F R O M - L- S T A. 8 6- 0 0 R T T O - L- S T A. 9 0+ 5 0 R T FROM L- STA 87-50 LT TO -L- STA.87+55 LT � - l- S T A. 8 7+ 4 1 R T -L- STA.80+14 LT EST. 46 TONS CLA55 I RIPRAP, EST. DOE 58 CY, (EST. DDE = 378 CY) -L- STA.84 ��-91 RT EST.78 SY GEOTEXTILE � *��� FROM -L- STA. 92+00 RT TO -L- STA. 93+24 RT � -L- STA.78'-d1 RT (ES7. DDE = 36 CY) DETAIL 34 �\ � -� � �o �b c c 'c w w �� DETAIL 31 SPECIAL L4TERAL �ITCH �� — �RM I T D RAW I N G SPECIAL CUT BASE DITCH �"°"° s`°�°� � t \ r� `�`� �� � ,"°"°x°'e, $1ope � -- SHEET 15 OF 53 Noi�r�l � F Nol�rol � b'� ' � � \\ � — Ground \1 � A, Ne� D'�cF Grountl \z\ D/ .? \� d � �F�� Slop� �� Min. D=1_0 F. �� \�\\ � �Mn.D 2 FI. � —� Mox d=2 Fr. FROM -L- STA. 76+10 LT TO -L- STA. 79+00 LT t _ —� e- s F�. DETAIL 35 DETAIL 21 �; � � ��—�� pn;;i��� aouA �d•� ���� � Type ofuner= PSR^n SPECIAL LATERAL BASE DITCH �TER?No6A saiDITCH h �� FROM -L- STA. 81+80 LT TO -L- STA, 83100 LT I N���� scalal 6 i �' � �'� -- DETAIL 3% O EST. 154 SY PSRfv1 Hawra � -' \ I /� � � � � " FROM -Y7- STA, 15+67 LT TO -L- S7A.16+54 LT Nm�ra1 ��f.�� ����a �:� ��� �Fu �-' 1�,, � FALSE SUMP N EST. 110 SY PSRM Grwnd 7�� b�i si,pe d D'�' sioFa H h-� � Hoi io Scoie� D � DETAIL 32 d GEOTE%TILE � � , � � GeoieMilo� B e M�n_D=15 F `.,� OTfOsl��,p.1 20�j �� A Q SPECIAI CUT DITCH max. d=1 Ft _ �Horio Scolel �� M'n. �=0.5 Fh.' •whe� B��. � e-o' B 2 FI. _ \ �-� R \ ._O�oc� Mon.d=2-0 Ff. 6-5 FI. Q A B-d.O FI. TYPe of Liner= Class B Rip-Rap - F 5_ �� � Nm�ml � p��/ Slope Type af L ner= Class I Rip-Rop � �o a \ o�`r FROM L- STA. 85+00 RT TO -L- STA. 86+00 RT ^\ \ �,:'�,.b �, S=Difch Slo Pro d Drtch -' FROM L- STA.75+00 LT TO -L- STA. 76+10 LT EST. 73 CY DDE pe � posa � `DITCH ELEVATION AND DEPTH SEf 70 EST. 87 TONS CL455 B RIP RAP � � -L- STA. 87+19 LT (HEIGHT = 1.5'� � Mm. D 1 5 H. INTERCEPT STREAM FROM POND EST. 194 SY GEOTEXTILE FROM -L- STA.90�i�50 RT TO -L- STA.92i�00 RT ' - FROM -Y7- STA.15+67 RT TO -l- STA. 80+28 LT E5T.95 CY DDE 1 1 � �LI'I DETAIL �2 EST.95 TONS CLASS B RIP RAP ' �'�` TOE PROTECTION E57. 155 SY GEOTEXTILE ` '' � III I Hoi �o sculel DETAIL 36 ` � I R% CUT DITCH � I 1 � Hnruxni - 1'� �(c'�Q' �Ho�ios�oia� � r=L I m �I �� I I�,, ceouHo b / F�P �-r.o„� `rai ��� �' �' �� � � oa<n i d � % ��Za -'� s�°P° - ��i �I CARE OF CLAYTON LLC a=i F�. � � � �DENOTE$ IMPACTS IN Mn D=1.5 F. I $URFACE�y��e�= P50.M Maa.d=1.5 Ft. SEE ENLARGMENT 'p��F �E"�N°w�`a D���SL�280LSY�PSftM ST" 85'°° `T ' I SHEET 17 OF 53 � DENOTCLEARINGNIZED SO`OO �' I I 75�00 PERMANENT IMPACTIN � II SURFACE WATER -- �- 4' SPEGIAL L4TERAL BASE DITCH 17 �j f� wiCL4SS I RIP RAP SEE �ETAIL 35. R� � DITCH GRADING WILL NOT ENGROAGH COUNTY OF JOHNSTON � INTO THE PONDED AREA OF THE n� w wETlANDS � SPECIAL L4TCRAL DITCH r SEE DETAIL 34 SPECIAL CUT DITCH -� � I - /� SITE Jr � SEE DETAIL 32 I RETAIN ( � PERMANENT IMPACT IN � o� j' I SURFACE WATER I r� ii t 1.. � I _ ., y I� I a/' �\'� '..� Y s" 1 � . lX s' y'. �� 1 YY t� I � � � � '� � � � � � � � �, / � PUE � � ' � � I � � �� � � � 3 I I 7 — r - fi f � �we�mt�_ � � � � ,- . � �- PUE- _ PUE_ _ _ , '��,;1 � I G; c��' i� , �_ � � r . - , e ' R =�', c ' - � �- , � � iy l r. -_ #�y� J��---- FS '� � � � �" GIF� �- I � � - 2GI A - L ` � ' - - > :�xenvnnori -i - -� � - � �, IN WETLAND i - - - -- --�L=— -- - � - - - - - - - n - - - ` _ - --"=�__-_- .-.- I �im��� - I � / II- 4' LATERAL BASE �ITCI�1 i i� i - - - - - -_ - - - � i5".RCP�Y 1=,. R � I IL - I � I � ' . Pu , . II'I.,;: F � � ���� ��I� /5 s �. '_� ,-- 2' SPECI(L CUT BASE DITCH wrPSRM W ;� SEE DEfAIL 31 � � ._ J 1 � � 1 r T '= I w RETAIN' I � �I � -�'� // 2Sf' RETAIN h ' :� � DUE \— �- _ - --� '� \\I ,- 2'LSPECIAL CUT JBASE DITCH mSRM _ � SEE DETAIL 31 _, � �E — _ _' " " �i,n', ' �i �. PROJECT REFERENCE NO. Fi-.�C�2JL�' ILW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � b-5 Ft. SLOPE Tva� ori��e.- rsaM 25 FROM -L- STA.84�+80 lT TO -L- STA. 87 : 30 LT ���'-I.-.� - BHH, LLC EST.260 SY PSRM I 85•00 22 WOODARD INSURANCE, IN� _`P F iM1 I:- Fh C� rl II � '.J��iPFnUI�OLII'Fn1-iFI.C"� ��� vuL SEE IJ W) / CUT pYfCH wR�'RA4i� inn=� I I SEE DEfAIL 36 � I. I T�SS io�Gti9E�` . , j ! * i�� / E � .i �iPUE��/ � E� - � _"�/_ -.-�- 1�RD BASE DITCH �� IP RAP 33 � �r R�3 ti:C:t i,.�. J/ �I � � I���, _- _ o _- _ . - - . -- vi rv� -r_ �__ .._' _�- - - _.�__ - -: _ _ _ _ ---- _ ----- -_������/--------- �' ��� e � � � �L� • � � !4✓ _ n _ � "'S5�-�In.5i:5�� �`-o _ � W � — --- ees.�' ►e � e�unnai: �_egii�o osJ�� r�-�' r PDE A�irv i � I � m � � �, 1 �� � � p 1Bw/ H 11 z---- - -� ---- 4-1 , : �,:. _ P����� ]� - �_ �' / --:: -1- ., PDE �i n � � _ J L�— � E - I � � � /�i � P I ,. . / PDE �- PDE -- s� REBECCA FLOWERS �. � '� pDE n i ir PD �� 18 - � _ � � � i � .i� r�, F _-r�_. . � PDE�PDE � PDE I -. -- i n F E SEEADETAIL 30SE DITCH AN V F CELLA AND �H AND FE LORI L. MCBRYDE WENDY K FI ELLA � .-: - i f � _ - � . , —�_ : z 4 i � �I - - i ' �� _ � -� -- -2' LATERAL BASE DITCH - - �" JUAN JIMENEZ AND vr;CL4S5 B RIP RAP GEORGE EDWARO -'- � " '� ' ���c WIFE CHELSEY JIMENEZ see DeTad� 2i NICHOALDS � ���w � CLIFTON P. BEAN JONATHAN RANDOLPH JONES - \ '�, I � AND WIFE AND WIFE 23 STEV N MICHAEL DAVENPORT i _� I� � DIANE M. BEAN NANDA LANGDON JONES AND WIFE `-i < � JEFFREY ROBINSON A ISHA C. DAVENPORT TAMEKA ROBINSON BRENTT S. WALKER AND \ Qiw `�� 62 JORDAN c / NEUSE COLONY W FINCH WIFE LINDSEY WALKER Ewss`" �j ASSOCIATION INC. 50 25 0 50 100 —�� �// ii`,' �i=1;Cu / \ � �,e'��- /ACQUISITION OF WHITE c+'� � VINYL FENCE LOCATED / \ / ON PARCCEL 24-60 I N O s Pre e7 h " DETAIL 30 DETAIL 33 � �� F�� r PROJECT REPERENCE NO. SHEET NO. r� LATERAL BASE DITCH STANDARD BASE DITCH F \ DETAIL 10 0l DETAIL 9 0� R-.�B2JB �' � I No� io s�aie� / � Ho� io scoie� � � FALSE SUMP � FALSE SUMP � m b � I No� �o s�aiel ILW SHEET NO. �--y ���ol q �� , ( NOi io $Cale) URS C p a N h Corolina Nm�.oi I— I� �\ c�o��d \3�� ,�� �o��d x , �� Outside Drtch - 160o r e r rk o' e ROADWAY DESIGN HYDRAULICS ao��d �Z� p 2Ji ��,��. `F;n d � � � i I, �e Tmff'c Flow ���.. Ouhide Dikh j � Min D- 1.5 Fr. slop= /%�; ` e 2'. 7� � 2•�- � Troffc Flow \�� ZO � �I�'�� M II N rch C I� s156o ENGINEER ENGINEER �...,. � Geoie.r�� B M1n � 1 H \ Il � 6= 5 Ff. B�8 Ff.3 R \l��i\\\'lq���� �$_ GC a-$- ec �v�\, FROM L- STA. 82+10 RT TO L- STA. 85+00 RT 7ypa of Lner CUSS I Ri �� t'\�� ''� `Q 5=�itch Slo Pro deDifch S=Ditch Slope ¢ Proposed D'tch ` �EST_ DDE = 173 CY) �OP y�:, ���� �� Pe ¢ pose , FROM -L- STA.86-00 RT TO -L- STA.90+50 RT FROM -L- STA 87-50 LT TO -L- STA.87+55 LT � _ \ ' � � -l- STA.87+41 RT -L- STA.80+14 LT (EST. DDE = 378 CY) EST. 46 TONS CLA55 I RIPRAP, EST. DOE 58 CY, J;'. i - �It�r� �� ��n\ � _�_ STA.84 ��-91 RT FROM -L- STA 92+00 RT TO -L- STA 93+24 RT EST. 78 SY GEOTEXTILE J\ ��� m �\- . I '��\ �) -L- STA 78+d1 RT C �� c a� IP JJ � � 3 � n e c 'c w � w �� jesl.o�e = 3e cv� � DETAIL 34 ��� � ' �� � � �� �� �� �- A � � � ���. DETAIL 31 SPECIAL L4TERAL �ITCH �� � r ��� x, � � - �RM I T D RAW I N G SPECIAL CUT BASE DITCH �"°"° s`°�°� �_F L ,� .� ��'�' �;l 1 ' � � � Nol lo Scolel / SIOPe � \ �� \ \ � ������ — � — Ha� i /\ F nawai � b` I ��� � � . - _ S H E ET 16 O F 5 3 DOCUMENT NOT CONSIDERED FINAL � �` , , e.o��a �z:\ / \ \ \ \ \ 1 � \\ �\ ' � . 1. �` UNLESS ALL SIGNATURES COMPLETED Ground ___\'''1:l ��� ���� N � D'��n - � � � \ � I fP \ \L � �-. � P sioa� � M��. o=i_a r�. � \ ��� � � �� � � �� � . B M n. D 2 FI I 1 � '� -!�/ RJ � � Mox d 2 Fr FROM -L- STA. 76+10 LT TO -L- STA. 79+00 LT .. `..,� � h� i I� �` � E�T c�fioG� \ -� ��� � 8=2 R. �\ � �. �r�� � , , rF F' �-Il.i,[ � DETAIL 21 � � ip �d � DETAIL 35 � � � > �.�-�� p�� � L4TERAL BASE DITCH �� �' T � Type of Lner= PSRM $PECIAL LATERAL BASE DITCH �Ho m s�aie� h � ��/�-r�- � � No� �o scolal / �- / t � FeoM � srn. ei+so �r 10 i- sra sa+oo �1 6 � � � �� � �� a��., DETAIL 37 O EST 154 SY PSRM ��� � ., �� I N Na�ura II FROM Y7 STA, 15T67 LT TO -L- S7A.16+54 LT Nm�ra1 ��f��� �,�,,,,a �� 3�� F�� - � I I I 11i' � J H� B X� FALSE SUMP EST. 110 SY PSRM Grwnd 7�� D b s�ope d D siopp ��;\ �� .� f 1 �oi io scoiel � � � ����� ' " � % � � Outside Ditch , Iz p. DETAIL 32 d ceoTexr�e e "� \�` � I , �' � Geoieblio � g M�n_ D 1 5 F �� , z0 , SPECIAI CUT DITCH max. d 1 Ft � � /� � p�. A � Hor io Scolel �� M' i. �=0 5 Fh.' •whe� B�. � e-o' B 2 FI \��\ \� �� \ j�f �o� jf , R 1 � , O�'c� Mon.d=2-0 Ff. �i Q T ofLner - Class e Ri R 6^5 FI. I 1 � \ 1\\�`, ` ) F$_ \ � A B-d.0 FY. YPe P- °P Ha�,,,�i � p� r/ slope Type af L ner= Class I Rip-Rop FROM -L- STA 85+00 RT TO -L- STA 86+00 RT � \ '� � �" �� � �'°""a ��� p��� FROM L- STA.75+00 LT TO -L- STA. 76+10 LT E5T 73 CY DDE ¢\`\ 1\ �\ ����� 1 1 'l � 1:' t� S=Difch Slope � Proposad Drtch -' � m�n. D 1 5 H `DITCH ELEVATION AND DEPTH SEf 70 EST 87 TONS CL455 B RIP RAP I 1� �{ `� �� ��� -L- STA. 87+19 LT (HEIGHT - 1.5'� INTERCEPT STREAM FROM POND EST 194 SY GEOTEXTILE 1� I� �\ c \\ � 1 � � f: FROM -L- STA 90 �i� 50 RT TO -L- STA 92 i� 0 i 1 ''i FROM -Y7- STA_15+67 RT TO -l- STA. 80+28 LT E5T.95 CY DDE �i1 � 1 1 I��1 �. � ' � II DETAIL �2 EST.95 TONS CLASS B RIP RAP ���i �. �._ E57. 155 SY GEOTEXTILE � � I 1'�� ��� TOE PROTECTION I'� I 1 ! 3:1 '. \ I Hoi �o sculel DETAIL 36 � � � ��� � � � �� S�`,'���, oR� CUT DITCH I I l �(''��'�1 I I I' I �. � 1.� � Hnruxni- M1'� �' I p � Hono s�oia� �`1'� � I � KI �� 'A fT1 ��� � 9 � '�:' ceouHo p�P� / . r.o„i � `, � � I I � ' � � IyI� Z� b / niml A� P�/ Di�<n I- I I I I '' �j 1� 1 I� � � d c a„�a � Z��i � � -F/ 0` s�° P° ' I I I�.�'� I I C A R E O F C L A Y T O N, L L C a= i F�. Fiu T� IU / }, � I�, 6 0 I � .y� b-5 Ft. SLOPE � J—\v ` r� JI � I,;' � I 2`J DENOTE$ IMPACTS IN Mn D=1.5 F. , I � Type ofLiner= PSftAn � � � SURFACE� Ma. d=1.5 Ft. I I I�� I� II �I I 1( I� L_i�_, FROM -L- S7A_ 84+80 lT TO -L- STA_ 87-30 LT �'-I.- �" v�^d�e� vSaM 2} - i I � BHH, LLC m � j ` r �. EST. 260 SY PSRM / ��� DENOTl6�4KCfA'A3T0f83.00 LT TO L- STA. 85+00 LT � � �� I I, I ', I 1 II � 1 i.� SEE ENLA7RGMENT �/ j�F �N WEraHo Esr �8a sr PSRM � � �' � II �I��� ����� "�� I �� I S H E ET �/ O F �� � DENOTCLEARING NIZED SO`OO I�y I � I `�� I I I, �-I�i� 8S'OO 22 I I �'r. 'II ,� � I�� I I WOODARD INSURANCE, INC i /i 75�00 � "r' ��i �� �,'� � IR�p��Tl` 'I��(�, '������� li � �, I ��� � ��� I� Ii= '-1„I I„ � �� � �� �� PERMANENT IMPAGT IN I I I I�� I V I I I SURFACE WATER � I I I I 1 I I I I I �'��I /5 +�I C �M II I . 17 I I I v� I � I i I PEh rtEC F� �. 8' STA DPJRD BASE DITCH -, 1���- .J-�1 F UUG II� I iFI.0 ruLL45 I IP RAP � 4' SPEGIAL L4TERAL BASE DITCH i i � I � � �� � ;� 2� 9PECSI:4L CUT BASE DITCH wrPSRM SEE DE AI 33 wiCL4SS I RIP RAP SEE �ETAIL 35. I I I { ' S�E liEfA1L 31 DITCH GRADING WILL NOT ENGROAGH COUNTY OF JOHNSTON I I �I W \rr�,� kp � INTO THE PONDED AREA OF THE � �i I�� `� � I\ j WETlANDS I i I �J I I �� I I�i � �_. I � � rSPECIAL L4TFRAL DITCH I I {II� I � � ,; I SEE DETAIL 34 SPECIAL CUT DITaH- rl �' �I i I I �`.y� I� g -�P� / SITE 5 � SEE DETAIL 32 I � I�� �, 1 1 �` x �, � � 1-- W `. i PERMANENT IMPACT IN � I I i' ., I i' �I aETAI�� \ I?` �' _ -- I IJV II�NN. ., �� , � /RETAIN � � -�"' � TD�CH wR$RAN�V IIIr.t I I'.�. , --J _ _ I � I_: I I SURFACE WATER �^���, I I �� I I �� t I w 1� \'_:i; �� \� � _�EE D 1-36.� �� E�� �'! I I ��- q N �i� �'Y ��,;i; e .� }'- � -, �. ._... � � ".���I.i� j _ ---- G� � �'� I._. .u�v ,�J�_.s i,�+9E` .� ���v:.:r1:�: � PDE i �, _ f .. � '. . '' � -�., . _ .� �� � �� �'� � � iji '� �� �� l �'� � 4�' � a uv �� � � � ` .�.,�� -. -:. , .,_ I . ;�� -.�� . �� .. � . j , I i i 1' � \ `'�.. �� � /im2`SPL IALCUT�� � SEoe �,. .� '"� 1 . . ,� k ' 1�:e �. 4. 1 .�Y �. 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J � ` ' � I� � � a �� � � �,°� ' � � - � � .. 2' LATERAL BASE DITCH �� � k �.J _ �, ,-,. _- _ - �. f � � �" JUAN• JIMENEZ AND wrLL4SS B RIP RAP GEORGE EDWARO �� __ ' r :��- WIFE CHELSEY JIMENEZ 5eE DE1nLL 2i NICHOALDS � i I 4 � - � � \-w I/ -��" �^�`-��� CLIFAND �FBEAN JONATHAN RANDOLPH JONES O f� AND WIFE 23 STEV N MICHAEL DAVENPORT .��__� .` � DIANE M. BEAN NANDA LANGDON JONES II- 4' �c.iEan� anSE �I7C JEFFREY ROBINSON A ISHAAC. DAIVENPORT �� � -"�� � I RIP RAP = -. 6Z \ see oeinu �3 TAMEKA ROBINSON BRENTT S. WALKER AND \ Qiw �`�� JORDAN AND WIFE LINDSEY WALKER ""`' �� \ / NEUSE COLONY W. FINCH �HANY�V F CELLA LORI L. MCBRYDE E��y "�� ASSOCIATION INC. 50 25 0 50 100 AND FE / rc.�-i;�.:_��, WENDY K FI ELLA � � ii�• ��=i,i.ii �� i+� � � �e�� ACQUISITION OF WHITE � �+_' � VINYL FENCE LOCATED � �� � � / ON PARCCEL 24-60 � N Z � N � �� n �� 41N � DENOTES IMPACTS IN '-�; suRFACE wArER 75+00 75�00 � DENOTES TEMPORARY �7 � � ,-', IMPACTS IN SURFACE WATER COUNTY OF JOHNSTON F F DENOTES FILL IN WETLAND 4' LATERAL BASE DITCH w/PSRM � �f � DENOTES EXCAVATION i` //��� IN WETLAND SEE DETAIL 24 i � � * * � DENOTES MECHANIZED � �` '" CLEARING il � � � I PERMANENT IMPACT IN I SURFACE WATER--� -,_ � _ �� ;�� r�� _ �� � - �--_,— P[�E W , 0 GRAD T0� -j r �, E E DRA N � W 1 ^:. --------------C ---- F --�,,� - i � T � I �� i=, � .- —. -._. V1 N J B w/MH ;iw PERMANENT IMPACT IN -- SURFACE WATER--� --C--------� PreFure7 hy � URS Corporo�ian - Nanh Corolina 1600 Perimeler Poh Drive Morrisville, Narth Corolinn 1]560 PERMANENT IMPACT IN SURFACE WATER � 4' SPECIAL LATERAL BASE DITCH � w/CLASS I RIP RAP SEE DETAIL 35. ! DITCH GRADING WILL NOT ENCROACH INTO THE PONDED AREA OF THE � WETLANDS SITE 5 - RETAIN % - % � SITES '� %'i����— � � ����\�����-�� V � � � � �= � 1 � i I \r � 7 � J � � � � \-�' � �'' ( , / � �- _ � ,� � � � � / i ��_.�� P�Lr!% � - , � `�.� �z L � ; '��� ,� �N� � % E i � � -� � l �wE�ic��� � % � �.—.,\ _-- �_ _\ \ _` _ ppE' /� �� _�,��= � � _ ' \\ � __ � � , �� �_ �, �' -��' - __ _ �� ' � � I _ I—� � ii r-_-- /!.\ � _ •� �_`* � �.* -� r PROJECT REFERENCE NO. SHEET NO. � �_F,'% �E ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING � SPECIAL LATERAL DITCH SHEET 17 OF 53 � SEE DETAIL 34 PERSU F CE IW TER �N ENLARGEMENT ; �� � ��.� - - -) �,Y =l �— PVE �- � / /- �---�-�w--_ � _ K � , '`� � - _ , " i � [�� � I- � ` � ��-''�r�-_ --- ; - - _ - -_- _ F -- -�_ - � -- - � �_�_-� � �. � � ' " ' ' - - - - � � .� � _ -'EX�C�.��iTION�� � � � ,- - - - � -- - _ - _ - _ -` � � _ -- _ � ;� IN WETLAND ------------------ -- — =�L-- - - � -REMOVE — �.i� — . . — - — I,� - - - - - - -- - - - - - - - - - I - — — --- --- - DI 15"-RCP-IV ---------- _� �� � FL GR 2GI :�„ > -�� �� " - � -�� � - - - � 4�-� - �-� � -� �� � �. i - - - - - r� - - -- - - � ' 15" RCP-IV o � c - ��' �FILL IN WETLAND � � C -- -- — — - � J (, �.%� ` . � � �� � n =Vi� I H I �F' � - _ _ �' �- _ - _ - - - __ _ �2 I . � - �- _��-�_ --- - ----------- `--- - - - - — C C � , r f' r� EXCAVA I O N I N W E_. .� ��_�_ ��� �� ���:� �_ �,_. �..,.�,��.,�.-,,,,,. r. .,-� BANK STABILIZATION � �=� '� �.;' -- -- — ----- -_ PERM. SURFACE TLAND � �� i -, i Li � S FINCI�WATER IMPACT � ���`� r � �� � l�� PDE � � �-P'D� �-_ - _ - -- UTFALL ANALYSIS D��` '" � � �t�i�� r � �� � X' � � �Ni ,� 0��� - � � �_ ` � � � Pc�o�� MATCH DITCH INVER � � � �� i � - TO STREAM INVERT ,. � SITE J� � �--� J �, � / � � I'- 4' LATERAL � � RAP RAP AT EMBANKMENT- � BASE DITCH � �� SEE DETAIL 25 � 18 w/CLASS I RIP RAP� � I EMPORARY IMPACT I SEE DETAIL 23 � 19 SURFACE WATER REBECCA FLOWERS � I FINCH I MICHELLE STRICKLAND� �; 4' LATERAL BASE DITC ..-.i i � ni�r�-ri i n n nni ini n �� \\ .,./(^I ACC I RIP RAP c �— E Q� - 66" _�------------ . � F, REBECCA FLOWERS 18 JEFFREY ROBINSON nnin �nn�� I STE� 25 12.5 0 25 50 N � s ' DETAIL 38 DETAIL 4 DETAIL 43 DETAIL 44 DETAIL 45 DETAIL 47 P�eF°"'" °r PROJECT REPERENCE NO. SHEET NO. f� LATERAL BASE DI H LATERAL'V' DITCH SPECIAL CUT DITCH i � R-.�B2JB SPEQAL LATERAL 'V' DITCH � He��o s�oie� BERM DI7CH �� � � � rvm �o sco el .'� I�=�+0 5�a�� ,- ���� �^ s�^�e� ,� '" � na �o � SPECIAL UTERAL BAS) DITCH n 1 ,. � s�aie �{ No*b Scale IWJ SHEET NO. �4 6 � b �-� F ant ,� � U C p a N h Corolina "�eni nm�roi I- I, � � � �'I �/� / ! �/' "� Na�u�al - R51600 P e r rk o' e ROADWAY DESIGN HYDRAULICS 1°� Slopa Ground 3l �� �:{�. Fill NW�mI I�- / � NONroI y'. Slopc O� 5.0' 9.0 V' � �-- � ; Fill �ou�d 3;� F�o d_ D 3� smpe �,o�„d �3,� p 3� �,q, crou�d �.3.� D 60' � Ground 3.� p b� Slopo � T M II N rch C I� P156o ENGINEER ENGINEER d , p � � ,.,�/ �S.% o GEoiExnlf B `- Mn. D= 1.5 fl. a e � `/ B Min. D= 1.5 Ft, Min lA F1. I 6 5.0 Fr. Min. D= 1.0 Ft. i ioo vC \D3'.= � N ��„ 'e-'� max. = I.0 F. EST. DDE=478 CY B= 7.0 Ft. � MIn. D- 1.0 Fi. �Wne� e�: - 6.0' B z 0 c�. FROM -L- STA. 108+50 LT TO -L- STA. 110+00 L7 FROM -L- STA. 113+50 LT TO -L- STA. 114+30 LT Type of L ner- Closs B Rip-Rap Mo:c. d�- 1.0 Ft. ES P DDE n a r27 C l a s s I x i p- R a p 6 5. Fr. FROM -l- STA. 106+28 LT TO -L- TA. 10 +50 LT � Min. D= 1.0 Ft, DETAIL 46 p C n a u� J SJ N : � �o N [ c c w CC N � �or NT =� FROM -L- STA. 100+00 LT TO -L- STA.102+40 LT FROM -L- STA.106+00 LT TO -L- 5T 106+25 LT � FROM -L- STA. 103+50 RT TO -L- STA. 104+ EST. 51 TONS CLASS B RIP RAP EST. 12 TONS CLASS I RIP RP. E" qo- oaaiNqcc z unurv ¢qsEM BERM DITCH EST.715 SY GEOTEXTILE EST.32 SY GEOTEXTILE �"T u � i � � �"����s"�"� _ �� DETAIL 48 P E RM I T D RAW I N G �� �: �� SPECIAL CUT V-DITCH / I Noe w scoial / SHEET 18 OF 53 � �f���� , s o� o� s.o� � on�n � / 1 Slope I � 6' �ral b'. }� Graund �?;\ / \ / � \J. p 3.� D � 1/ \ ' y d } Min. D= 1.5 FI. �' Zg �� oeme.mo=r Min. D= 1. 0 F r. F R O M - l- S T A. 1 1 1- 5 0 L T T O - L- S T A. 1 1 3+ S D L T SU50 4 FLOWERS LP � \ +� � g R_ R mo.. d=i.o F+. Z DETAIL 50 BERM 'V' DITCH � No� ia Scale� �b.-.� DOCUMENT NOT CONSIDERED FINAL -°`°"�"���:�I � p ?j` d � sowr UNLESS ALL SIGNATURES COMPLETED Geotextile-� �� 2\ � t Min. D-1.0 FL \\ b=s.a h. nw..d=t.o F�. pe o Liner- C �p op Type o4Liner= CL B Rip Rap n FROM -L- STA. ➢0+00 LT TO -L- STA. 714+00 LT ROM L- STA. 104+20 RT TO -L- STA. 704+50 RT FROM -L- STA. 104+50 RT TO -L- STA.105+50 RT z� \ � �+ EST. 10 TONS CL455 8 RIP RAP EST EST 700 SY GEOTEXTILERAP Ex zaFueuc unulr c�seMeNr I� \ EST.30 SY GEOTFXTILE BERM DITCH GRP,DE a„� FRO -L-- TA. 105+50 RT TO -L- STA. 106+00 RT F �� � �rO II �E "� }/ SEE ENLARGI�(1E T ��>� DETAIL 51 SPECIAL N7 V-DITCH s5 ��AYroN 99, ��� �\\��,,� SHEET 20 OF��53 ��� �,ouo�e,� :� o,�, \ Fron, � \., � c o��a �1 � i. sioa �LAYTON 99, LLC � � � F - - o = � ��' 36 �,:' l�J�'0� F v v �`-" � �'� M��.o= iFi. �� � / DENOTES IMPACTS IN 7� � II � SURFACE WATER 1 I / IIO'OO FROM -L- STA.1131� 50 RT TO -L- STA. 172+25 RT _ � -I . . I I . , REMOVE I - ;' � DENOTES TEMPORARY w _- O ,a EXIST. CB � �r �I I� �I� � RE�vVN � iMPACTS w SURFACE WATER-- " � � THE GAR ENS AT FLOWERS PLANTATION ASSOCIATION � � ''� � �+ `�� / \ . r_�I .. I - I / / � � '� �j I TEMPORARY IMPACTS IN ml '1 /?s W / ' � ,.r,l I _. E SURFACE WATER = INSTALL DI ON-� �� 7 �� I ���-� � EXISTING 30"RCP\ y _ �"I �/ B 1 - 2 1 \ � �� \, \ �'-1� _ _ \ T I � 37 E BE � � ITCH __ _ 2' BASE LATERAL DI CH,, /,o�\ a O \ \ SP-EQ LAT L I CB W - WFCL I RIP R4P PERMANENT IMPACTS . _ �P y"I IN - - - \ 42 �� ,-k TERAI v-DI7CH THE GARDENS AT FLOWERS P ANTATION ASSOCIATION SPEGnL Ln7ERaL � > __ �� _ - INSTALL CB ON Ex oRn�,�€� ��Tn4�iS+ � /; EE DETAIL 43 SURFACE WATER / � BASE DITCH �t m I � 4 � -- E X I S T I N G 3 0 R C sroR war� aorvo I � i I o� �B � �\ �SPEC�AL CUT DITCH � 6EE DETAIL 47 , � SEE DETAII 44 � 1 l] , �� II � ` II � � .. f{EM VE 47 LF � `� � , �b � -- DIlE -'' D�U& DUE� DUE=-�� SEEADETAILRM DITCH � SE€ � ETAIL 48 � I���� �. � �� ll� � �I _ � ce I W i ---� �' ��E_ -� �, � .�i - DI � CB �_ R IV �VE� B r+ � �� " Q�, ./ _ �• � I - - � p � � �- `'`` �- i �., F � T - �e_ DUE ��� � � � � � �� PdE . P ��t�:�4;.,; _. � - '. I-:., I OL R€M p E � Cg s � . ..,., - _ - -,_' _ � ': . ,P' ,�:;rF �`_ . E /� � �-� � Q_ � � e-e � ��,� � I�u ui;�E� i � � PDE��I��-5 1 ,.PD �\ �' �` I � . �UE �._ RE IMIi. I REMOVE" --'-' � p� ..- �-i ^.'.R '�, _-. � `Ir, .-� -.P:� R � --_� _ DUE _ _ _ _ ' 1 , _ 5c , - _ �_ EXIS7 CB ... ,. _-„_- ,, i v � iwi �r ° � � . . . - �� _ �,.,. ��.. �_�_ _ _ ' o � u, �l '�x�,� . . - c _ � E �, E ' E _\ � �,� _ � _ori L _ s=_wEa�c sE E ri E� � _-�,. �lt- - _ �+ -- ... .. �, '- SPECIAL LATE L �V DI I I ' � i I'., 78` RC � � _... ` � - - - - W/Cl B RIP R P ���. \`-. _ FL. GR. 2 1 '��.._ ..-� �� .' r- „._' FL. GR. 2GI _��JB lN,5LR8�',p,,. `'- �',� -�..--. -- - ..- E sT c r�iw . . : --- � ._ ...., � . I_; I SEE DETAIL 3 _ ; � OVE " V i �� / ; -.. ' , \ / _ __. _- __-_ Pl � _. ., � � ,. _ _ ' .-_ .- .., ... - . , __.____ � I I __ . -_ '. - - __ _ -____-_ -.-_ - o -- - - - - - - -- - - - - � � ---SITE 6 � -- - - - - � - - - -- - - - .- �. .- __ - _--- _��- . - J' .i-PLUG I a _ L_ / � ,_. I - r -. -�- _ _ _ - - .- _ _-_ _ _. _ .___- - - -..- � _. ___ ,- ..._I .- �.- _ - - � - d� ���.'�� o ^ :�..i�:�.� � � �� - -- -- -'_ ---_ _. -. - - .- -. _ -- _ - -.-- _ _ -� . .- - - __ - -_ __ - -_ �� - - / i 4 - � ._ I�' a, o�, .'� .. P . : - �� � I -, FL GR. 2GI-0 FL. GR_ 2GI-� ^� / � � �' - _ . ` � FL. GR. 2GI FL GR 2GI-D 1 - _ - - -' i ;._i.i� � .��_ , �, . � - �-y7�&I N� aiw M VE ' . = � � F _ - - -,!� FS __ -.� l5" - � 2GI S � - I{�.�'�-fl� -� '� ?'. - -� ' `... � � . C �- 1 JS . ',�_ ,ELBOW sr'�J}�_�_ . ._[ � , � � � _ - r F.. -� T 5-- 5 . i -� _ _' � . ma _ � - - �- ,.. _ , _-,.. . "�- �- 4 � _ _ � wn�iaow _ - - $� , c '' _ F 3e - ���'�� e� w ��aLL VP ` � -, _ . ^ _ � c . R � nM1 c� I- ����� - � � � DUE�-DUE � DUE �1�� � DU _. ._ ` .-. . ._ - - . DUE DUE I2GI-.4'` 3p,.cs i � P �E W"'- - i `PUE I ...: � PUE �� ��PUE ! ..�-�.�� PUE DU � UE�'c��, /Sm �� .._� �. �� , .. _ _ _ �\.. ,.,, _ _ _ ( I A . DUE���� -_� , �uQ(�F�DUE /� ,� . .. -. -'_ _ . j � ._ � i'� � ...._ � seean� c r � ���P%O m� , i, I �I DUE .'�� I . _'' �` . % _ PERMANENT IM ACTS � SEE�IDE'TA � �� ` I� .-` ci , ��._ ..��..BER/vl 61TCH N!�' � �" ��;. �� y�E 9H.OJ'Ff�� �p03R� �� �� EST.2 TONS CLASSI , ���'L ry _ � .._ ; CL B RIP RAP _ SITE b �' � \ � E ATER IP RAP � / �01 � m - I� r .� J} ., �..' I� �- ' I SEE DEfAIL 46 _.,N, �, -� � � � .. \� \ 44 � EST. 7 SY GEOTEXTI E' 4( / � � I' � - � � ��� 96.00' RT 6.00" RT , / - 2' BASE LATERAL DITCH � -�, BERM DI7 H� I.., CL 8 RIP RAP ��� STANDARD 3 BASE DITCH �\.. � � � �� � � / I - y,���� � p�p �p ., �� ���� _. ��� see oernu as ���-,\ I �� roe rRorecnoN 42 `-; w�a i eir anP � � BRADLEY SCOTT SIMMONS '�� PETER JOSnEP BiGNF �/ SEE DETAIL 52 "� `B€i�h1 DITCH W/CL B RIP R4P SEE DETAIL 53 SEE DETAIL 54 \, AND WIFE � '� �� � ' SEE DEfAIL 50 ', �, 45 CINDY JOHN�ON �iG ESS f� -BER DITCH W'CL B RIP RAP TEMPORARY IMPACTS IN JILL DAVIS SIMMONS F-ON^ I 40 SEE ETA�� 46 IRENA V. � �� � RICHARD TODD STUTTS / DAVYDOVA-FORQUER SURFACE WA7ER INSPIRED, LLC Exi;TiHc Riw �• I-2'STANDARD BASE DI7CH CHARLES RAY WILLIAMS ��- 43 \\ _�'-� � / / W/CL I RIP RAP AQUA NORTH � \J SEE DETAIL 39 39 / DETAIL 52 I 62 L4TERAL BASE DITCH CAROLINA, INC \ AQUA NORTH CAROLINA, INC � IN=+�o s�.oie� � FORMALLY NEUSE COLONY y � \2 (HEATER UTILITIES, INC) Pj ASSOCIATION INC. i i , - ,{.SZN� cround �:/ p �y� � / ��Slope ; - � � ACQUISITION OF WHITE d VINYL FENCE LOCATED ceorExri�-� e \ N9I / ON PARCCEL 24-60 M�n. o= 7.5 r�. \ Nwv. d= 1.5 Ft. \ ' Fen B is � b.U' 8= 2.0 Ff. \ \ c��\ [ST. DDE=50 CY 6= 5.0 Ft. Type i Liner- Closs I Rip-Rop / FROM -L- STA.101+08 RT TO -L- STA. 101+50 RT EST. 27 TONS CL45S I RIP RP.P E5T.69 SY GEOTEMILE �/ DETAIL 41 DETAIL 55 " DETAIL 53 DETAIL 54 �`�� DETAIL 39 / �TEWajnogosoiDITCH STANDARD BASE DITCH FALSE SUMP N� TOE PRO7EttION STANDARD BASE DITCH \ \� � � Not �o Scolel � I i�oi io S�nle� ( No� io Scale) � No� �o Rolcl �II-- b--.i�I � �� � 0./ !'.. �� NaNral Nawrol No��rol Naiurvl GrounJ J �\� F' �/ � Z�, �" -FIL - � Ground ' 3. D \' G�ound � SI�P= OTrasl�ic� \ 20:1 � � ��F� �� 5-�f Ground d\3.� 3.:�.i G�wnd .y.. ���, . HarUrtai - D � J 3'� d �O'� GxoUrvo _e[o*exm[ \ Geom.iae-' B Min. D= 1.5 Ft. d GEOiIXnIE - g G� \ Min. D=1.0 Ft. d= 1.0 Ft. \ Max. d- 15 R SO 25 '. O 5O lOO Geoio.nle- B M�n.D= 1.5 Ft. t5- e�= MoK. d=1.0 F. �wFen B'rs � 6.0' B= 3.0 F. •wi.e� a �s < e.o' Ma.. d= 1.5 Ft. �wn�n e�� < a.o� 8=�.0 Ft. 5=Ditch Sb � Proposed Difch EST. DDE= 140 CY Pe Type of Linar= Closs I Rip-Nop B- 2'0 F�' iype of Linar= CL 6 Ri Ro 6=5.0 Ff. - - Type ot Liner= Closs B Rip-Rop Est. 38 Ton Closs I Ri Ro P P $TA. -L- 703+74 RT Type af Liner= Closs I Rip -kop P P FROM -L- STA. 106+00 RT TO -L- STA. 109+50 RTI EzI.25 Tons Class I Rip Rap Esi. 65 SY Geot_Iile. Esr. DDE 18 CY FROM -L- $TA. 98+70 RT TO -L- STA. 101 +08 RT STA. -L- 106+24 RT EST. 725 TONS CLA$$ B RIP RAP Es1.45 SY Geote.t�le. Esf, DDE ]0 CV �\ FROM -L- STA.100+95 RT TO -L- STA. 101�-30 RT STA. -L- 112+48 RT � - I SiA.-L- 107-F24 RT EST.295 SY GEOTEXTILE FROM -L- STA.107+70 RT TO -L- STA.108+00 RT N Z O s ' DETAIL 38 DETAIL 4 DETAIL 43 DETAIL 44 DETAII 45 DETAIL 47 PreF��� hy f� LATERAL BASE DI H i � SPEQAL LATERAL'V' DITCH �He��o s<eie� LATERAL'V' DITCH SPECIAL CUT DITCH BERM DI7CH � � rv� �o sco el .'� I�=�+0 5�a�� ,- ���� �^ s�^�e� ,� o� � na �o � �_ SPECIAL IATERAL BAS) DITCH n o . 1 � F an S�ale Not lo Scale G b ' b { U C p a N h Corolino /\�Fill No��r I I I, � �'1 � I � / ���' V Na�u�al -� �/ R51600 P e P ik D' e ,j Fill NW�mI � I�-/ /�F� vrol i b/ Slope N5.0' 9.0' .o' b♦ - -Fill 1� Slopa Ground J �y��" 'fil. Slope G � Ground 3�) f�� d- � �`°-""d �_3�� p 3� l�fi �pe round �-3�� D 60' Ground 3.� p Slopo � T M II N rth C I 1]560 d , � / GEOiE%Tllf B _ \� / Mn D 1.5 il. �/ / ��// N Min. lA F. � Min D= 1.0 Ft. �3� �. Min D- 1.5 Ft, 6- 5.0 Fr, i o.o'vC\D3'�= ��„ 'e-'� max. = I.0 F. EST. DDE=478 CY B= 7.0 Ft. � Min. D- 1.0 Ft. �wh,,, a�: - e.o� B z 0 F. FROM -L- STA. 108+50 LT TO -L- STA. 110+00 L7 FROM -L- STA. 113+50 LT TO -L- STA. 114+30 LT Type ofLner- Closs6 Rip-Rap Mo:c.d�- 1.0 Ft. ESP DDEnar27 Classlxip-Rap h- 5. Fr. FROM -l- STA.106+28 LT TO -L- TA.10 +50 LT � Min.D= 1.0 Ft, DETAIL 46 p rn ✓ [ u in JJ � : 3 �o N [ c c w CC W =� FROM -L- STA. 100+00 LT TO -L- STA.102+40 LT FROM -L- STA.106+00 LT TO -L- 5T 106+25 LT � FROM -L- STA. 103+50 RT TO -L- STA. 104+ EST. 51 TONS CLASS B RIP RAP EST. 12 TONS CLASS I RIP RP. Ex qo� oaaiuqcc z unurv ¢qsEM BERM DITCH EST.715 SY GEOTEXTILE EST.32 SY GEOTEXTILE �"T u � i � � �"����s"�'� _ �� DETAIL 48 P E RM I T D RAW I N G �� �: �� SPECIAL CUT V-DITCH / I Noe w scoial / SHEET 19 OF 53 � �f���� , s o� o� s.o� � on�n � / 1 Slope I � 6' �ral b'. }� Graund �?;\ / � \J. p 3.� �/ D � \ � d } Min. D= 1.5 F1. 2 g oeme.mo -, I� � Min. D=1.0 Fr. FROM -l- STA.111-50 LT TO -L- STA. 113+SD LT IISU50 4 FLOWERS LP � \ �. g. mo..d=i.o F+. PROJECT REFERENCE NO. SHEET NO. Fi-.�C�2JL� ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER Z DETAIL 50 BERM 'V' DITCH � No� ia Scale� DOCUMENT NOT CONSIDERED FINAL °`°' -� UNLESS ALL SIGNATURES COMPLETED -cr�o�n��T\D �j` d � Rowr� Geotextile-� 2\ � Min. 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GR. 2G1 JB W/SLAB��� �y , _ __ _ ---_-_--- -- -- =-s -- - I --��- TERAL V-DITCH PERMANENT IMPACTS IN E DETAIL 43 � SURFACE WATER ==T—�- D U �C�+ � � T-I�I � �,1 - : /I � �, _X z ;- _ ' _-�F�R� _ _ ��;,� _ _ tn \ T T _ 25 12.5 0 25 50 PreFure7 hy URS Cor� orolina me P ik Drve ..r. arth C linn 1]560 M ���+�� PERMIT DRAWING SHEET 20 OF 53 ENLARGEMENT PROJECT REFERENCE NO. SHEET NO. �-JF.%iC�' ;; ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � / 37 THE GARDENS AT FLOWERS F ; SPECIAL CUT DITCH SEE DETAIL 44 _ DUE � DUE;�� '-___- - pVE ' --- � , - _ ,' —___ � ,� � , � --T ��—i ��_�o� � � ' ' IJV I�J(f�IJ� � i-� �� _ � � � � �� Ifi�� IN(E1 I�I,US �� , _ -��. ,�: , � 2' BASE BERM DITCH �� SEE DETAIL 49 �I � -�UE� �''� � thC/ U i �) ��,k _ D � ---_ =1 /� �_� � _��-� � _- -_ � -'-__ -'� � �- '`r_�.- �-�=-_---_ � -_ � � ' �' __ -- EX 2-il"L1�I�LLYE& SEWER EASEMENT ���� — � — 7 EXISTING R/W � � _ � �. .��.. �.�� �.PL �_ ,;r ; _ ,_ , SITE 6 - _��.-_---- - � r -- � - PLUG p. �G, ," : �� � � � F'� '�_ i�_= �, I-I �� I I'_ � r � P�1 ''�" �''�- /y"-� � i7 ���� �,�v I FL. GR. 2G1 � FL. GR. 2G1-D � ' � -� ��� �,T �;; ExisTir�, �iw � M VE � � co i ExisTiN� Riw �n � � " �. , FS ' �- ���� „ ' � . 15 i ,,_ 2�1 , - ���' - �,=` �T� � �; �, ��� _ - -� ELBOW - �<�- �T��. _ t�' �� � _ i i5'� i ��u i u 1-� - _ _ _ _ _ � � � - -- - - - - R � - - _ . _�_, ,_ ,_ � - ` _ t _ t y � � , _, _,_ , �-. - - - F _ 3,p" �_� ' �� ` � E� � �n/ ��'w - _ �� z�rrr,-_ - - _ - -- - ---- __ \ � _ _ � -,, - !�� r� � �F _� � � i � - _ _ _ - _ - - , �-�,-,�,,r L _�- T� aZ , DO �° �/ � 1 ; 2G1-�A�� 3p„ � ` ^ � �� - . � � ���� _ �� �� � 1�`u��"��>> �r��rr��v � � `, � , _ , � �� 1 DUE DUE ' Sp �� �� � r E� E '` PUE PUE �\ ���� _ �_f � � _- _, - � � � � � .��, � �� �� �- � � � � � � _ SPECIAL C � ,D � VE �— �` � ' V-D ITC H. f � �' _ , � , �l� � ,', � C/�C ����r�, � �� � � � PERMARFACE�M A ER SEE DETA' _ � ' � _ 6ERM DITCH Wf ._ , �' I �— E _--. ��'_- -- -_-.�--� , � ; � � � � r� p � \, _� , � L �t�s00 L- 53,Ob: �. — � �� � �I�_�' �CL B RIP RAP �� I- SITE 6 � �, - �EST. 2 TONS CLASS `� SEE DETAIL 46 tc: i 9 ��"� ���nG' %rT q q J8o�0' RT EST. 7 SY GEOTEXTI ��= ,` , 96eC�0' RT 9b,00' RT i � � , � � � ��'.-_ � � � CL B RIP RAP STANDARD 3 BASE DITCH �5 � TOE PROTECTION `I W/CL I RIP RAP 91 BRADLEY SCOTT SIMMONS f\ 1 '���M DITCH W/CL B RIP RAP SEE DETAIL 53 42 SEE DETAIL 54 �\\�� �� AND WIFE 45 �� SEE DETAIL 50 O �� JILL DAVIS SIMMONS O `'- BER DITCH W/CL B RIP RAP TEMPORARY IMPACTS IN SEE ETAIL 46 DAVYDOVAAFORQUER SURFACE WATER �� � RICHARD TODD STUTTS INSPIRED, LLC �� Ex,sTiN� � � .� �� 175 17a 165 160 155 150 S ITE 6- PRO F I LE VI EW ALO N G STRU CTU RE —300 —250 —200 —150 —100 —50 0 + 50 + 100 + 150 + 200 + 250 + 300 ������� N Z O s - PreF��� hr PROJECT REPERENCE NO. SHEET NO. r� D AIL 6 DETAIL 57 DETAIL 44 ^ �e � R-J82�B � RIP R4P B NK 5 ABILI" TION SPECIAL CUT BASE DITCH SPECIAL CUT DITCH '� P E� IT D I�W I N G ip �No��a colc) (Notlo Scale) (No�lo Scale� � URS Corporo�ian -Narlh Corolina �H SHEET NO. � n 10 nn. :1 ! � Froni � 1600 P m P ik Drve R N ' � � i' o�h m S H E ET 2 2 O F 5 3 � M II N rch C I'nn P156o ENGINEER ENGI EERS � oda� .o m��_ �, �� - v,om Nm�.ai � si a z.�.,, a - -..3.� � b` Do�L � 3, D b� ' O v U u� fJ rn : i �o N e C c w W �n �T,. NT .r� d-E�i oN�a�R��Ra �� B=20 F'r.� H FROM -L-STA.1 3 2�T0 DL-STAF124+00 LT N - � we of Li vr G�a MIa 2� FROM-L- $TA. 114+40 LT 70 -L- $TA.116+p0 LT � FROrd L- STA. 7 3+95 kT TO -L- S7a. 114+0 RT ENNIS . BAK YSA AND WIFE. Q FROM - STA. 14+2§� LT TO -L- STA. 114+ 7 LT DEB RAH A. BAKAYSA - FROM -- 5T 114+10' lT TO -L- STA. 114 30 LT DETAIL 58 I .' ... _ Q � / SPECIAL NT BASE DITCH wMINGE I� ,F ` Z DETAIL 61 � "�, �� s"�`� �a � ��`c.ti" i � r �, i ��' � ���� ��� � FALSE SU o Hai o ` --. � G����a �� , D -. ` � - DOCUMENT NOT CONSIDERED FINAL i (Noiios<el ^ . 60 b. , \ � I „ oreH eHo vire F�o�� I ( . �'�-'�; '. UNLESS ALL SIGNATURES COMPLETED outside Dic� .- _IZ.o�,F �\a� �� / oxn TIMOTH�Y DWAN MAf�TIN AND WIFE, _ � � --. _ " T�FI ,= .1 20:1 '� Min D 1.5 F. slov< -- _ ' ��- - ._ / �� � B=SA R. -.I 5.0' I-- ylENDY MELSON NARTIN __ 3 � ��'"' Gl1STAV0 A. MENJIVAR-RODRIGUEZ m I � � �j� - . - AND WIFE. f 5- i FROM -L- STA. 116�r00 RT TO -L- STA. 119+00 RT _ �SOQo I' � I ` " S=Dit�i Slope � Proposed Ditch DETAIL 59 I '�- _ _ I� ti��- AILEEN MENJIVAR / STA.-L-123r00 LT LATERAL'V' DITCH � � I 1 Noi � o sm�cl , . ' .' � J l � � o��a �� F,�� �l � � 1 --� � �_ _ _� �3/ D I',�FI. SIaPe -� 7N � �.� I f � - JENNA� A. EGGL STO ANO SPOUSE. -. - ;.-�''-��- �'s -�`. �°°'°"'°J� JOHNATH D. GGlESTON � - JOSEPH MARK AND SPOUSE. m�. o=t.o F�. --' I. v�-" MARKETA MARK ES7. ODE 710 CY Max. d=1D FI. I _.., /� .:� .. �:� ` _ b-5,0 F, ��" Type of L'nar CL B Rip-Rap , �QN ILL, lrlf� ��.5'�� FROM -L- STA. 122 ��: 55 RT TO -L- STA. 124 ��� 50 RT i � �2�'�� _' j� � �:- ��.�..,I ` I ' `.( �2.rJ'0� C 4 .' I I O ' '.� � � I I � �..-`.. . 3� i� m - . -�"t�.� � :..i�� �ErA�N '�i I I I -SPEaq u7EwL THE GARDENS AT FLOWERS PLANTATION ASSOCIATION ( ti - -� i � _ BASE DITChI I °' = � J � I .� - see oernu a� - �; �,.;I � �-� BR'AS ACEVNS. HENDERSONW�FE. REMOVES'x4'RCBCASNEEDED SEE ENLARGMENTI� GEORGEW.BROCK �N Ir;l �RETAIN -� FILL REMAINDER WITH FLOWABLE FILL. AND WIFE, ��' } I r�, I F TEMPORARY SHORIN���T 24 OF 53 SHIRLEY BROCK . _. � � -Hw wr 114+05 TO 114+30 .' i I�_ v T RACK,- SEE STRUCTURE GENERAL DRP.WING 39.0' LT , I - ETAIN / FOR CONFIGURP.TION oF ursraEnrn SEE TMP � , RETA� �r�-��" I � � �/ ECULVERT END. ��� :., ... � �� 'E EASEmE tA E I ( M d,. A„ E ENFN� i/� i'`..ir.. /- BANK STABILIZATION �i i= .` E I _L� Ex zs�uT / /r SEE DETAIL 56 �,, T E� _-_ � p E E � ,: � ..F � �. - ry � � . ,/ � � �- _T€MRORARY IM CTS IN , �w ry� - - .. -- - _.i.�- - �I ��� , _ .. En"seME -r , , ..qc . - .. � - ._, - ,--._� .. � ��--T..-. -. � � � � I T ,' - -2' BASE SPECIAL CUT �ITCH �� _ - _ --' '- . . _ . -.-.. ..-" -- �. _ .` - _ ' . � �. � . I � PPN� - w .. � .. ;. .. _ ' . � � ._ � �SU$FACE W TER � ,���i � � 47 NEUSE PARK 48 CENTEX HOMES � SEE DETAIL 57 �6 � � _ v �i i i I I --��oe io ow.iN DEVELOPMENT CO., LLC "' wE •rio.o �� 38 � �. � �9 �� - � L � �� ,'� �P�-_ � � i� e� / A� �� v i �� `I_. � � '- � � � -----�.. '' � � � ti ¢ � � � E � - - - - `-�, � c PD�' .. e ' � _ N � �, �� :,� ��,��-o- � � I � .nFii,i ��i�i� _ ..., R .��--.._. .�l � � � .�iQ �� eR ��:_ _.� � i �� � �c� PUE R � � y� E --- - R � � C �. . ^ .m .:.i �_ ' _ --. � .. _ : � ' � K _--� � \ _ E - - - — - -'+� i-s ',-� _ �- _ W c / W ' �,y i I . � _�"{-.�E _ . '� . E , % 0 iILIT't En��M€A'�'' . �. L � _36 R � .- - Ex u ILrv &_ SEwE E SEMErvi ' ,� _ - _ -. f - - - - - _ - - F ' - _ / 1 - PE_ -f: . S AI�4A��E E I-.: � �� _ � � � ,5 �� _ II m. 2GI-A � BANK'STABILIZATION \ j v_,F � � � - � / � -'- - - - . - -. - - - - .. �- . . � - �'-�.NENi-tMPhC�S'itd- � . "" " _ -., ,-._ �, .� - � i - II . 2GI � � FS 5 � ' _ w n� URFACE WATER . R.2 I � FL R. GI = I ' : _ _ _ c -SP �FC�TOT. '. .-- . . ... _ .. .. . � kE VE _ , � - _ , ' . . � � - _ - r_,r ���' � . � _ �'i �-.�� .-REMOVE - .� ) / - � PE NENT IM'PhG�IS IN .-:- - � � � eZ 2 � I .�� �'�� . � � � .� a: � � � i " _. �-��, SURFACE WATER e . � " . . _ _ _ __ _ ----_ -__ __ _- _-b _ . '_ - - -_ _ . _-- - --_ __ - -_ . --_- . - _- - _ _ -_ _ -- - - . -_ - - -� _ _ _.- - __ - - -- -- _ - - - - - - -- - i i- -- -- - -�� - - - ,� � - - - - -- - --- __ - -- - - - -- - -- - - -- -Q -- -- _ `� �� ' - `� � - - - - - - - - - - - - - - - -- -- � � �-- -- �- � - a- - - --- -- - - -- - ---� ---- - - - � �: k_ S�TE 7 � ,. -- -- � � � �r- a i.� �, � - �- PPES � . , _ LL . _ �-I', -il': � n ' ^, ` r.� _ ,� — ' . '--� FL GR 2GI '_,. -.. FS 2GI `,�_ ._,� _.'� ,. ,. - - _ � � � - _ _ _ - _ - _ � _ _ ` � ' - - � � `E �T 'f� _ - - - _ _ � � � C \i � c F R c .. �� � = j- .. W \� / /� � _ �- / � �: .�� pU II' ... .- _ � PUE � � UE � � PUE . ..,_. J.. , .. PUE .� PUE � ..-, . � PUE PUE -�+ � _ ,_ ., _ � � ,•_'"� �1DUE/'-DUE ., PUE �,PUE � PUE P � _ ' � � � � pUE �- PUE -Ri � - ��F�.j ����DUE-r7�� - J I I- SPECIAL L4TERAL V-DRCH 1' B NK STABILIZATIONp VE SPECIAL CUT BASE DITCH JI w/CL e RIP RAP - �� ���� ' PER NENT P �N SEE DETAIL 58 EST. 70 TONS CLA55 6 RIP RAP - � � _ � �p, E S RFA ATER ' � r , TEMPORP.RV IMPACTS IN EST.155 SY GEOTEXTILE .j� r 11\ \ ' SURFACE WATER - - SEE DEfAIL 59 �_ 1 1 \. EST. 3 TONS CLASS B RIP RAP J 5� E5T.10 SY GEOTE%TIIE 5z `\ `12 STANDARD BASE DITCH MARSHALL H. MA�PASS 11 Fv�'CL45S I RIP R4P 49 AND WIFE RODNEY GEOHAGAN, JR. I1 5EE DETAII 60 46 M. ANDREOW JONES, JR. ROBIN M. MALPASS SI � PETER JOSEPH BIGNESS AND WIFE � � , AND NANCY S. JONES ����yi; DENOTES IMPACTS IN CHRISTOPHER V. CIPRI NI � CINDY JOHNSON BIGNESS SURFACE WATER AND WIFE Ex-eaouHo Ba,OD WELDED sreei riee 'i PATRICIA S. CIPRIANI I � I � '/� MEPAOCTSSINE SURFACE WATER �� r I L 2 LF OF OUTLET CHANNEL IMPROVEMENT I PPRO% 9 TON CLP,55 I RIP RAP I APPROX 6 SY GEOTE%TILE DETAIL 60 � EE DEfAII 107 STANDARD BASE DITCH Nolfo Scolo BA STABILIZATION uor�� i Hen��ei SEE ETAIL 56 c���d ?� p q.>� c+o��d � d ceo�e�ne e M��. o= i.o h. Max. d= 1.0 F�. •wl�en B �� � 6.0' B= ] 0 Fi_ Type of Liner= Ciass I Rip Rop �� Es1. /0 Tons Closs I Rip Rop Es�. 20 SY Geotexlile. Est. DDE 5 CY FROM -L- STA.114+17 RT TO STA.114-35 RT \\ � \ / \ �-", ' �rW riTrl CMANNEL E%CnVAiION�. zn v', C'-:��_ =10 GY DOWNSTRFAM I ' M13 ClASS I RIP PqP l' LNICK W - GEOTEXi1LE UNDERNEAiH `mc �� ��� 1' SIIL �NSEi I' FPOM��fN�. �BACN�LI ETAIL 62 �I� I WRH NAiIVE'nATERIRL PER SPEC. / FALSE�SUMP ;�I�_ � DETAIL 107 � Not t Scale� or 62 CULVE 4+23 OUTLET CHANNEL Tmffic pDitWh �� NEUSE FACING DO A�M1� �(NTS� +s N� � / �':� � � �� y-I� _ _- ASSOCIATION INC. � F,\ / � � GI ACQUISITION OF WHITE / �5_ e�� VINri FENCE LOCATED 50 5 0 50 100 ON PARCCEL 24-60 S-Dit<h Slope f� Proposed Ditch � STA. -L- 175+86 RT N � � - PreF��� hr PROJECT REPERENCE NO. SHEET NO. r� D AIL 6 DETAIL 57 DETAIL 44 ^ �e � R-J82�B � RIP R4P B NK 5 ABILI" TION SPECIAL CUT BASE DITCH SPECIAL CUT DITCH '� P E� IT D I�W I N G ip �No��a colc) (Notlo Scale) (No�lo Scale� � URS Corporo�ian -Narlh Corolina �H SHEET NO. � n 10 nn. :1 ! � Froni � 1600 P m P ik Drve R N ' � � i' o�h m S H E ET 2 3 O F 5 3 � M II N rch C I'nn P156o ENGINEER ENGI EERS � oda� .o m��_ �, �� - v,om Nm�.ai � si a z.�.,, a - -..3.� � b` Do�L � 3, D b� ' O � a� IP JJ � : i �o N e C c w W �n �T,. NT .r� d-E�i oN�a�R��Ra �� B=20 F'r.� H FROM -L-STA.1 3 2�T0 DL-STAF124+00 LT N - � we of Li vr G�a MIa 2� FROM-L- $TA. 114+40 LT 70 -L- $TA.116+p0 LT � FROrd L- STA. 7 3+95 kT TO -L- S7a. 114+0 RT ENNIS . BAK YSA AND WIFE. Q FROM - STA. 14+2§� LT TO -L- STA. 114+ 7 LT DEB RAH A. BAKAYSA FROM -- 5T 114+10' lT TO -L- STA. 114 30 LT DETAIL 58 I .' ... _ Q � / SPECIAL CUT BASE DITCH wrHINGE I� � -� �, ( ( ; I ,i ���� b ." � -_ Z DETAIL 61 ���,�� s`��`� FALSE SU Hai�,i ��� �a ��� � I ,/ I«� I' I �� � Ne� �o s< ai �`°""a ��� 6 o c.`� � ,� � � � � � �h ' . � � � � � DOCUMENT NOT CONSIDERED FINAL / OPEN END PIPE /� �q. F�=^� f' i �. � UNLESS ALL SIGNATURES COMPLETED Outsid Di c� _ �a.a< nain. D=1.5 F. �� �� �i v< TIMOTH� DWAN MA�TIN AND WIF6 �� i�� - y� - �( T�FI =.1 20:I `..� `;, � , I /% .. 9�' /�o� B=SA R. -.I s-o• 4-- ENDY m LSO�J NARTIN _ -( �i � i I � �� I� I� . I I , � I � ��- �� � ��� � ' � �,I d I� , �� ,I ��� ��� � � � ��� � � = � { � Gl1STAV0 A. MENJIVAR-RODRIGUEZ f 5- i FROM -L- STA. 116 r00 RT TO -L- STA. 119+00 RT .� ., . AND WIFE. " S-Dit�i Slope � Proposed Ditch DETAIL 59 � � �� ���� � � � � �� � �� I � �`���� �`� J AILEEN MENJIVAR STA.-L-123r00 LT LATERAL'V' DITCH I � /�/ /,%/ { I \ �' �� / � � „�'`�., - ' / 1 Noi io sm�el I� � I� � I I I/,^l I�� � I_� �I i- �'� _, I- - 1 j" 4- iL1 � 1 I {I,I /I ( I J �� Go�nd 3./ D \ ��SIaPe I -� /�'1�,-I_ . ! / �� 1( ��- � ' J� 'II' I .� , � T P .. - �T-,`J . r ..1 �,4"�',�! � � �, r� JENNA�A.EGGL S 0 ANO S OUSE. . ,.._�J "+� i.:�+ � ��' � % ���-�-. JOSEPH MARK AND $POUSE. �°°'°"'°� JOHNATH D. GGlESTON I� �'l� � - � �"` I . l�.v�f / \ MARKETA MARK M n. D=1.0 Ft. I I" ES7.ODE 710 CY Max.d=1D FI. I / �_ II� �, I [ - Type of L'nar CL B Rip-Rap 6 5,0 F, _ , N� �/ � ��y���' IIS'OO FROM -L- STA-122-��55 RT TO L STA.124���50 RT IZO'OO -� T� �t-� ��� -t �� � F�U� �2S'OO �� '-'..� � I/% � ' k�v �, . � �,,, � ( � � � � �' � ' ` � � �`� � �� � F ��Y ��� �� � � � � 3� � � � � , �� I � � -SPEaq u7Ew.L THE GARDENS AT FLOWERS PLANTATION ASSOCIATION � �� ��� � I � �� �777 �i J � I '. , - BASE DITChI � m� � �� � � � _ �� � I � �.� A � � , / � - BRIAN M. HEN�ERSON AND WIFE. see Deinu 47 � 1 � } ) J STACEY S. HENDERSON �\ GEORGE W.BROCK I I � / II � SEE ENLARGMENT � nNo wiFE. ,(�� I _�` ';`��� �'� �� �H � �I� r REMOVE 5'x4' RCBC AS NEEDED I q L� FILL REMAINDER WITH FLOWABLE FILL. ��',�T �� OF 53 SHIRLEY BROCK � f. � I S. �� i,� � I F TEMPORARY SHORW I I I I .. ' I I , -Hw wr 114+05 TO 114+30 I �t= `I I,i � � � � , T RACK,- SEE STRUCTURE GENERAL DRAWING 39.0' LT I I I � I �I l-' � �� 's ' ETAIN / FOR CONFIGURP.TION OF UPSTREAM SEE TMP FNT ��FI r I I h',� a�~� ECULVERT END. il �i � I� „��. 2os�E�na E I V I �!� TAIN E����� � � 6ANK STABILIZATION -` . ` E I I i� � r Ex zs�uT�rv Ea - u� / I .1-� 1 -' �' E E \ �� F __-_. ;' ; , � �.., . J_:.. I,-I � T ... � - j .^ s�EN, 1 � SE[ �ET?IL 56 �, , .-. - : I�, �.. ' _ / . ' _ � I r : - -_ __.. .._- _ . :, -... I�, T�i_ � �� --_ -fEIJ�PORARY I�PA�,C� TS.JN- - \ u j 1 . 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SHEET NO. � �_F,'% �E � ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � --'----�- �'---__�---�---------- �------- - � - -- _ � - _ — - —� :J�: _ SITE 7 " � � ' T �� � �� PPES � r. � � - _ . . � �; ` - < � � ) � , _ _ L , ,- �: - � __---------- �, FL FS ' i`",,°_, �; - "� ; W ` -- ' - - - - -- , - _ -- --- -- , - _ Np . GR. 2G1 2GI _,�� / _ - - -------- --- -------- ----_ - - � m � _ :-T_ - � , . 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S ITE 7- PRO F I LE VI EW ALO N G STRU CTU RE -300 -250 -200 -150 -100 -50 0 + 50 + 100 + 150 + 200 + 250 + 300 ������� N Z � s - PreF��� hr PROJECT REPERENCE NO. SHEET NO. �� DETAIL 62 �� � �-JF'%iE i FALSoSUMP � PERMIT DRAWING n � Nof f Scale) WW SHEET NO. OulSide DitCh URS Corporo�ian - Nanh Corolina TroHic Flow j T r Morrisville, e�meie.rork or�.e ROADWAY DESIGN HYDRAULICS � 14' / �\� Z�� S H E ET 2 6 O F 5 3 160o P Narch C olinn P156o ENGINEER ENGINEER c r��i 3 u� J A LC : � �0 �n e c 'c w CC w � �or NT =� \ _ GI O �- 5 - etc N S=Ditch Slope 4 Proposed Difch tt EN -L STA 127+24 LT � E�t EcsEM AMERICAN RESIDENTIAL -L Sin.137+36 Li _. Gft Eo� �� � LEASING COMPANY, LLC DETAIL 63 � ���� . _ x Eoroao"� LATERAL BASE DITCH Q �Haeioscoiai -� Z � \ Nat ral � / � I c„��a �y� - �.F,. „n DOCUMENT NOT CONSIDERED FINAL vo�� „rX -' r \ � m� o=t.s F�. DETAIL 65 UNLESS ALL SIGNATURES COMPLETED TAIN � �`" �� MAIZE & BLUE, LLC� 6 5.0 Fr I L4TERALoBA SEoiDITCH / � �, � �' \. � - \ FROM L- STA.136+00 LT TO L STA. 136+85 LT H I F;ii PAUL CALOTES ,f,! �� 5-,t �_��� -�� FROM -L- STA. 13`55 35� RT TO CYL- STA. 136+-80 RT �a����3� D'�'� �� /�s�o�e AND WIPE � z.<- � LARRY WILLIAM SCH ER, (EST.DDE=69 CLAUDINA CALOTES TRUSTEE OF LARRY WIL M � aeore�me- e M��.o=ts F�. �� ,� -� SCHWEER REVOCABLE TR T DETAIL 64 ma..d=i.5 Fl. STANDARD BASE DITCH • n�� a z- e.m B=3A F�. w . \\ � tNo�ro s�aiol EST DDE 164 CY 6=6.o fi. EDGAR MAZARIEGO AND WIFE - \ Trco oti�e�- ao5: B Rip-Rap j Nniu.a Na�uml DARY M. MAZARIEGOS '��- - ���� / G.ou�a d'�-?�! D ��� FROM -L- S7A. 138+70 L7 70 -L- STA. 140+06 LT ,�, ����, .\ -_ DIANE WHOLEY BUGGE �ro,�x��ia� e M�n.o=i.s F. DETAIL 66 � , �� Max.d=1.5 Ft. BERM DITCH i Noi m s�aiel � `�'�`�t � B=30 Fl FREo Nc, ��c �" <<�� �_��, e�s,< ba �� l35•00 a< s� 140�00 �^. HARRISON N. MWAURA T�Pe o �e. 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'.I�. _ '� - � ISEC DETIA14�II --'� � a _�`� I I -`7y � °�yrl / � �,�,� . � DENOTES IMPACTS IN � S.. .SURFACE.WATER. ... �; � � % Si� �Efnl�-6� v� Y ' � ' �� _ -- �_ - � � � � '�� w/E T. 310 5Y PSRM � �� � SURFACE WATER SPECIAL LATERAL V DITCH � I � � � �\ /� � � �' I �� �� �� t . � � � �� � 2' LnTiRnL BASE ofTCH -�� � � % � � 8 SH 5 E DEfAIL 66 ... ,�� I � I ��( I � I j� � � ���(%� DENOTES 7EMPORARY SEE DETAIL 10 SEE DETAll67 - J / �' i � 3�) �I �F � � CCC_CC11l� '� v I I I . I \ �- ."i; , i S' IMPACTS IN SURFACE WATER �/ 42 EAST, LL II �� I 2 TOE PROTECTIOt� I /� J j � �, �' I�"� � pENOTES FILL IN �� PERM. SURFACE WATER IMPACT , ESL 50 TONS i Ilj. I ��i �? '��,� - F� TO TEMP.SURFACE WATEk CLASS B RIP RAP _ WETLAND IMPACT BOUNDARY - ^ SOARD FAMILY LLC. E5T.80 SY GEOTEXTItE ' ' �-� I - ' � SEE DETAIL 69 LATERAL V DITCH 3I *. DENOTES EXCAVATION SEE DETAIL 67 � IN WETLAND 1 DENOTES MECHANIZED 58 � CLEARING 42 EAST LLC WI DE AIL 67 aTE SEE ENLARGMENT - � Nai �o Scaln� / 6z No�,,,a� 1 --/� \-F_�i SHEET 28 OF 53 SPECIALCDEBAEL68HwiNl E Ground �3�\ �y�� Slope �Nat�o Scole) NEUSE COLONY I o % SZ ASSOCIATION INC. �-1 M��. o=t.o c+. ��i RODNEY GEOHAGAN, JR. 6=5.o k. c,o��d ' a.o' ACOUISITION OF WHITE ?� b��.�' I VINYL FENCE LOCATED . K \ e. -F��^� oN PnRCCEL 2a-6o FRonn -�- sTn. ize+oo u ro -�- srn. iza+so �T DETAIL 55 DETAIL 69 �� j' p;� n (EST. DDE=17 CY) �� TOE PROTECTION Mi D-7.5 Ft. vov.: FROM -L- STA.128+50 LT TO -L- STA.129+00 LT FALSE SUMP INo�io s�oi<� B=4.0 Ft. �I e 4-- (EST.DDE=18CY) �^'��'�s�a�e� u'� FROM -L- STA. II8+25 RT TO -L- STA.128+9 RT �^ F�°� / \ (EST. DDE=4 CY� Outside Difch r+mvral- ���SoPe ROM -L- STA 131+70 LT TO -L- STA 734+50 LT J FROM -L- STA 728i 60 RT TO -L- S7A 128+93 RT � �ZO� ��o„�d� F�� (NO SPECIAI DITCH GRADE� i,af�Flo- � zo:� �� 1 (EST.ODE=4 CY� / �a� e �d 11 G� d=1.0 F ..-5- \ 6=5.0 Ft. -Geoicaile 5� 25 � 5� 1�0 S=Diich Slope 4 Proposed Difch = Type of Liner= Class 9 Rip-ftop � // / -L- STA. 127+14 RT FROM -L- STA. 729i�00 LT TO -L- STA.129+70 LT _ -L- STA. 133 i 24 RT FROM -L- STA.126+93 RT TO -L- STA. 129+63 RT � � \ FROM -L- STA. 735+00 LT TO -L- STA.136-�00 LT , PreFure7 hy URS Cor� orolina 1600 Perimeler Poh Drive Morrisville, Narth Corolinn 1]560 PROJECT REFERENCE NO. SHEET NO. �-JF'.%iC�' i ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER Z 0 w � �� n �� PERMIT DRAWING ��o��d 3., �p 3.,-� -,-�,. — `�F,�� Slope CREESHA D. HOGAN EET 28 OF 53 � Min. D=1.0 Ft. 56 s=z.o Ft. b = 5.0 Ft. EN RGEMENT EST. DDE=17 CY FROM -L- STA. 134 + 88 RT TO -L- STA. 135 + 30 RT �6@-�R6-�E TION / EST. 65 TONS 3' LATERAL BASE DITCH -� - ERICA L. SETH 4' SPECIAL CUT BASE DITC CLASS B RIP RAP i� SEE �ETAIL 63 I � SEE DETAIL 68 ES 103 SY GEOTEXTILE \N 5 7 j EE DETAIL 69 ` TEMPORARY IMPACT IN ^ SURFACE WATER � N / � 48 CENTEX HO PERMANENT MPACT IN �������� SITE H 8���'��� �� � O SURFACE TER �R E �, �� _ �, E E � ati� , � � � � �� �� �� �� — — � ___---- -------y � � j �� JB w/MH �� � �'��� PreFure7 hy � UR Corpom�ian - Narlh Corolina 1600 Pe�melerPoh Drive Morrisville, Narth Corolinn 1]560 ��„�;��,�R �a. ��,.r,_M, YK zFl,,,���,� ,,.�,� FROM -L- STA. 137 + 50 RT 3' BASE DITCH W/ EST. 70 TONS CL. B RIP RAP SEE DETAIL 64 �ll� i �'--__ � � � , . / — T�IL] a�'-------��- J �(I � T_1 1 I�l 1 l�-I }-1 tL --� –' – —� �J ��� r � _ �fi� � u ��,-� �1� = � . R- -_, `' , c �.�- �,.� s - WE EX 20' UTiL17Y EASEMENT RE�ERVED E \ ` \ --__ " ��, t. � i�'R 1 I ije\� . i _;�y '��" - - - - -- - � ' � � � �- - -� -� � � � � � � � , �" ` � � �P`PE � � �� - - - _ - - _ _ - _ - 2 G — - i -- — `���al �- `H 'E'�' J � �/Y5 LAB � pUE PROJECT REFERENCE NO. SHEET NO. r ��? ,e ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED VE� H W ``���f ��� � � �, \ � F _-- � _-- -�-�___-- 37+6=r, r� , - ����,QI' �i� Mi�N tim � - - - - - _ ��_._'PLU� ���'�� � � � , � � -� � - , �,_�� : �_� ._ _ _ _ _ __ _ _ - - _ _ - -��- O --N ��---- --� '��- 38-- -- -- - ----- -� -- - - - - - — ,. _\ _� -- ti �S AND����_I-- -_ - - - �,--- - - - - - - -- - -- - - -- -- _ - __ / `' , FL.'GF�.2�1 I �_1F, �� FC.� �.�GI ��� �C���': � � _ PIIIC; - i — 4. � /, �' ,-��� ,__-�,, � 2G1 - �� F '�, - � m" m - f FS IS�� ' - _ - � _ .,-, , ,_ �P; . 1 . , � e - -- e � — _ _ — — _ -- mN � �O�F � �\\\\ � � -.�� -_ � PUE PUE �� ' —___ ti S„ — �(/�� �v� JB%w/MH I —\ —e____— , � , � i �ti � ; , � = - � p t�''`�; i' � VE� _�� TEMPORARY IMPACT IN � _ � � � �' �DENOTES IMPACTS IN SURFACE WATER hm ( SURFACE WATER �'f � J 2' LATERAL BASE DITCH - " ;� , �� DENOTES TEMPORARY SEE DETAIL 40 � /� IMPACTS IN SURFACE WATER �O � O PERM. SURFACE WATER IMPACT i''� F F, DENOTES FILL IN TO TEMP. SURFACE WATER ; WETLAND IMPACT BOUNDARY SOARD FAMILY LLCo � DENOTES EXCAVATION IN WETLAND * * � � DENOTES MECHANIZED � � � CLEARING * � � � 'AIL 67 I PERMANENT IMPACT IN FS �� �, —ZGI—A SURFACE WATER ��'-' CI5 T Wff�6�OW . _ __ .� � -_ - - - '_' _ [' '_-- - - r�= — � � � 3' �T�jZA,L B�,S� [�1TCti� � �., � SfE =�E�AI�_b� � � � TOE PROTECTION-' EST. 50 TONS CLASS B RIP RAP EST. 80 SY GEOTEXTILE SEE DETAIL 69 � J BD6 � �i� L - it� �, � ti�` � —DUE �� OJ — / W/E 8 58 � 42 EAST, LL \ 2s ,2.s o zs so 190 : � 17 17 16 16 S ITE 8- PRO F I LE VI EW ALO N G STRU CTU RE -300 -250 -200 -150 -100 -50 0 + 50 + 100 + 150 + 200 + 250 + 300 ������� 0 , , PROJ. REFERENCE NO. SHEET NO. �� � � / � v l Q l5 /5 � � /0 /0 / 5 � ' ' / 5 / 0 - - ,., �_ / / 0 —` _ / 5 16 .50 - - - I 5 ss.,es. , �— _ / O 762.90 / O I P R I IN N Z � s f� n u� 3 u� J w � � : � �o �n e C C w CC w �n �T,. NT =� DETAIL 70 TOE PROTECTION � Noi �o Scoi � F� r�o��.ai - ti ��S�oes G�ou�d �� 6 �F ��� d Ft. b 5 Ft. ���-Georenile Type of L� e= Class B Rio-Rap FROM -L- $TA. 5+00 LT TO -L- $TA. 155+80 LT FROM -L- STA. i Q+60 RT TO -L- STA. 157+24 RT $ i PreF��� hr PROJECT REPERENCE NO. SHEET NO. DETAIL 71 DETAIL 72 DETa 41 � �� L LP,TERAL BASE DITCH SPECIAL LA ERAL 'V' DITCH L4TERAl ASE DITCH �_`��r � � No� �o Scoie� . w swi=1 I swiel �" a IWJ SHEET NO. . y URS C p ' N h Corolina / ` � '�r�u Ho�,,,o �/ 160o r e r rk o' e ROADWAY DESIGN HYDRAULICS o� /��•., �� sioo: �,,,,,,d ��3. �. F�ii M II N rch C I' s156o ENGINEER ENGINEER �: �-rai Nw�.�i 9�� . p 3. rF,. siont �...,. � E\�e� SIoM Ground 3:/ D /f�o d J ` , d GEOTE%TI 0 Mn.�=1A Ft. 8 Mn.D=1.0 F. Max.d=1A F. � Min.D=1.0 it. Max.d=1.0 F. '�"" "". ao' B 4.0 F. 0 Max.d=7.0 F. Type otLiner= PSRM Typ ofL�ner= Closs B Ri�rRop 6=5.0 F, (V 8=2-0 Ff. ss 6 Rip-Rup FROM -l- STA. 153+50 RT TO -L- STA. 754+15 RT F M-L- STA.155+70 LT TO -L- STA. 755-g3 LT 3+17 LT TO -L- STA. 159+00 LT (EST. DDE=4 CY� � FROM -L- STA. 75 ' 90 LT TO -L- STA.158 �18 LT FROM -L- STA- 155+88 lT TO -L- STA. 156+00 LT � PERMIT DRAWING (EST DDE=4 �n FROM -L- $TA_ 157+10 RT TO -l- $TA.157+n2 RT a SHEET 31 OF 53 / IEST DOE=27 CY� DETAIL 46 Z BERnn DiTCH DOCUMENT NOT CONSIDERED FINAL \ W W iNo��o s<me� i UNLESS ALL SIGNATURES COMPLETED Oa �E � / DETAIL 73 s.o� o� so� V i � = Nol STANDARD BASE DITC ' a \ \ 6A� 1 Noi io s�o�el - u I u.ol / %10.�'V.C. �� D3� � d Ground .� p 3� Gro����J d Geo�c.uie -� Min.D=1.0 Ft. Gaoe+�ile-' B Min.�-1.0 F. 5p Type of Liner= Class 0 RIP RN' Mox. d-1 0 F .y�Fen N is 60 Max. d=1.0 F. B=2.0 H. FROM -L- STA. 159+00 LT TO -L- STA, 161 '-80 LT Ty ( L�ner= CI s e Ri Ro 42 EAST, LLC ae P P Est.2 Tons Class R�p Rap Est.4 SY Geo1e ile FROM -L- ST . 157-55 RT TO -l- STA. 157+58 RT l55•0o iso•oo SEE ENLARGMENT � is5•oo / DETAIL 41 S H E ET 3 3 O F 5 3 LATERAL BASE DITCH , �e, �o s�o�e, 2' WTERAL BASE DffCH W/ b �� ^ CLASS B RIP RAP / No'urol d D � / '� EST.S TONS CLA55 B RIP RAP (EA� G�ou�d - 3�1 3'�� slope I' EST.115Y GEOTEXTILE (EA� 58 GEorExti�� e m..d= 1R. I SEE DETAIL 41 I I 42 E%ST. LLC 67 'WFen B is � 6.0' B- 2 F!. Type of Liner= CI-8 Rip-Rap 6= 5 FI. ITEMPORARY IMPACTS IN GERRY LYNCH I SURFACE WATER FROM -L- STA. 165+18 LT TO -L- S7A. 766+50 LT TOE PROTECTION PE . 5 RFACE WATER I CLASS 6 ftIP RAP 2' SPECIAL L4TERAL BASE DITCH CLASS 8 RIP RAP A T TO TEMP. 2' LATERAL BASE DITCH EST. 45 TONS CLASS B RIP P,P,�' R CE WATER �% EST. 108 TONS CLA55 B RIP RAP W/CL45S 8 RIP RAP BERM V-DITCM W/CL45S � RIP RAP- W/CL45S B RIP RAP EST. 100 SY GEOTEXTILE P�C BOUNDARV I (� EST. 240 SY GEOTEXTILE EST.36 TONS CL4SS 8 RIP RAP EST. 104 TONS CLASS B RIP RAP - EST. 67 TONS CLASS B RIP RAP / � k'y{' �j \ SEE DETAIL 70 EST. 80 SY GEOTEXTILE EST. 230 SY GEOTE%TILE BERM V-DITCH� EST. 148 SY GEOTEXTILE SEE DETAIL 70 %� � F � TIE BERM DITCH TO W'EST. 175 SY PSRM ��\ OJ(�; jj \ SEE DEfAIL 71 I� SPECIAI LATERAL DITCH SEE DETAIL 46 SEE �ETAL 74 \ / ,� I SEE DETAIL 41 ,,\\ F � i� c,5e ��f. ' 2q,��(�F� uv��os �� PDE ,, PDE� '�--PDE P�PDff� w�,�„s �,� / 5 S' SP � . / / ' kEMOVC Hw- _ . � � �� s.... ' � _ -,o i�� �,_: I� �PDE� y'- .�a����..� _ ' —� -> -_ _ — _pD � , � '� .._ .,L �.. E �OV � � i���;.'��- .. QJ '� ����� � Pq ls wron VE�DU � _ � � fJPDE j S�+Iii1.:.- _ — - - - - - - — - - _ � _ F QUE I -�i � � $ITE 9 24" � n `�73x�u �- _ _ — — — ' eoa E R �, � F o, _---- R — ---_� _f � C _ _ . . C � i 80W' � - I y F � `` 1B W�5LAB i `�',' ni kiw � I �C � I i _ _ _ , i 15„ � - - - C _ - 5°' ii �VJ ; - . PERMANENT IMPACTS IN �. 18 I � ___ _ �� \ PLUG.:..-� SURFACE WATER � � �� 18 i� - Ezs� '. '. _ .� ��" FL G ��� ' � _:_ � __ _- -! j -:.. . 2GI FS _ _ _ _ _ _ 15" .. .; -�., . ..-� -'-�36L - _ _ _ __ - __ _ _ _ _ _ _ i I .. .. _ _ _ - - FL GR. 2GI . - _ . _. . . _. .: -.._ .._ - _ .- " . _.. � .._.I _` _ _ _ � ._ . `- _.. ..� _,... _ _-. . �.,."- �'f,._ �(� � .. . . _��.�� - _ _ --. -_ . __ _ �_ _.--_- _- - - _ _ -_-- _--___ ---_--_ - __ __- __- ___ -_ __ __ ___ -. . _ _„ . _ � ...;�. �-..-,_�� , .., ,µ.,. ,..,,. .,, . _ �-- ' _' _- _ '�:_ w ._ i ' — _ � _-_ _ .., _ - .� _-�..- - _ -- -- ____ __ _ - __..____ - • _ - __ _ - -� _ _ .--_ - ^�pm�,- . - ._ - I _ --.-- - -_- - _ ._ _- __ _-_ _ _ ... c___. ___ ______ ____- . � � - _ - _ � _ . .. __-'_- ---__ ____ _ �LU�AND�.EILL s� ----- - ` - _. - i _ _ -_ -__- ,�:�- _ _ -_ - -_ _ -EL �i ._� I � _______-_______-__ I . .-.�. -zW. . . __ _ -' -_- - - �_ fy -_ __.- -- _-.___ . �_ -_. - - _ ., �..... ,� - .-' • _. .' -- - _- __ ' '� _, .-_-- -- _ - - .: _ _ ., -- , �i -- - - -- -- "`- n� - - � _ �.',Q> �- " \$ � - �� _-�-`--` `^ � _ _ Z _ FL. GR.2GI: �� FL. GR. 2GI �- - - � � �� � - �. �: � . �.. . - � . Y � �- , � _ -: . ,_ _ I_ . ,- ;,. . ` , � U .- � E s�irvc eiw ' - _ .. ,. - - - .._ REMOVE PERAAP.NENT IMPACTS VIN Y'__ , LUG 1B WSLAB � � _. _ `, . .f � � � - _ - \ I ,i_,'� . _. .. _ .._ � _ . . ., . _....:_ -- �.._..� _., ..J.. .. - � -� . . ' _ . . - - '� � �,.�-�. \ I � � _' __ ..�_ o :: � > �\_ � . . _ CY ,.. � SURFACE . R � - .. �F� .F i ' �, - - - _ -_ _ _ _ __R y , I ' �,..� _., _: _ . ,.,'_ ..._,.,- .._ ._ . � / _._r., _ � . - -- . -, _ - C -PyD SPEGAL IATERAL V-0ITCH-� ' y . � � .....� � _ ..� . . ..' �. -��-'' - - -- - — - ' - '-- '_.r W/PSRM O �� , � � ' -�"��� �t� 11 �YI� - ' \ G,. D �' ;, .x G J PUE `�'� REnnOVE C PU� PUE �,� PUE '� PUE PUE � PUE ...\ ` SEE DETAIL 72 � � REMOVE HW -� II _ -- ' PUE P� '� SITE 9 ,�� I u � T p \A C 1 � - rli. .. G � � � � : ' '. UF � � {. � AL // ,� ,.///_..,_ J�/ G�. \� i 5=.- �X .� . �, F � ���- I � > � - � i - 75„ . / � PERM SURFACE WATER \ - ' ' � _ � � / .. ,. � . \ -\ MOVE .� ���'� � �� � '- O 1� IMRjCC� TO 'TfFIP. � � RE .PUE F .3 r, I = t� � P\ � i F / SUFA E V{AtE& ;,�.�. - . , E �.�� I' �'. / �.� IMPACT OGNDARY . :.. �yy, �.�' yq,� .. . �2 OVf c � � 1 �; 70E PROTECTION-� � �/ DENOTES IMPAC 5 I �E, CLA55 B RIP RAP � ��. � : J . R P M R TH �R A IF . GEO GE . E EWE. E ND W E. S� �G9 � ; � � SURFACE WATER 9 / I / � � 7 � O O 66 42 EAST.LLC EST. 119 TONS CLAS B RIP RAP D - � � RETAIN �, esT. 265 sv �eioie rne �F UE \.. s y°°� 70 MARIAN L MEREWETHER ��� ,� ' ��.. 42 EAST, LLC ? GREC R. DUNSTON AND WIFE. SEE DETAIL 70 I � ,� DENOTES TEMPORARY JOYCE �. ARMSTRONG TpKICEY M. DUNSTON 6 1 TEMPORP.RY IMPACTS IN � IMPACTS W SURFACE WATER' \ ,. � SURFACE WATER £ LATERAL V OITCH W,'CL455 B RIP RAP-' CHRISTIE T IPP MINGA I� ��` 2' BASE DITCH W � \ EST. 19 T NS CLASS B RIP RAP CLP.SS B RIP RAP EST.42 Y GEOTEXTILE EST.9 TONS CLASS B RIP RAP / �'�, �'.`_I':�'�'�� 2' L4TERAL BASE DITCH W,i —I EST.21 SY GEOTEXTILE � � DETAIL 5_ sEE o All 59 � CL455 8 RIP RAP , EST. 35 SV GEO7E%71LE / L4TER�a", s DB'�H DETAIL G2 � SEE DEfAIL A1 / � � F/i18E _ �a P 6 /� �Noit - f� � ��" ,,,,oi / A_ Oursida Difch F� � Troffi< Flow � e���a �3.� o'�� r� si � - � �o.� �-a a ; 2.. � .I��; % f � � �em.��m�� .y / �� M��. o= F. / , EPL -� =�y� .e EST. DDE=1 CV Mox. d= 1 Fr. �_ S-� �etc. Type ofLiner= Class B Rip-Rap b= 5 F. 5=D1<h Slope �Er�sed Ditch -' FROM -L- STA.165+25 RT TO -L- STA, 765a-93 RT _ ------_�_ STA.164+64 LT DETAIL 55 =" \ cx FlrvoSwsUMP �� \\\ Z��Rar\ME\ o �A`E f O B o�ts�ae ou�r, �z.°'It \ � Tmffm Flow//:� 20:1 E / �i t�, 50 2� � 5 - e< i S=Ditch Slope � Proposed Ditch -�' FROM -L- STA. 161+g0 LT TO -L- STA. 164+00 LT -L- STA. 16E+64 RT ��j �� � �"— — �+" /�// � i//� — 100 N � s f� n L �� u IP JJ � : 3 �o �n e c c w W =� DETAIL 70 DETAIL 71 TOE PROTECTION SPECIAL LP,TERAL BASE DITCH � r+oi m smi I � No� �o scoie� F% o� ��.. � Nm�,oi � .- �-rai Gmund \\ 6 .�F��So� Gra�nd �.3.� j;�e� Slope -, �,. i� d D ' E �� � � �� d , d FL �°"�� Geoie�lle � 8 b 5 Ft. �'-Georenile Min. D=1.0 it. Type of L� e= Class B Rio-Rap Max. d=7.0 F. 8=2-0 Ff. FROM -L- $TA. 5+00 LT TO -L- $TA. 155+80 LT Type of Liner- Closs 6 Rip-Rup FROM -L- STA i +60 RT TO -L- STA 157+24 RT FROM L STA 158 ' 17 LT TO L STA 159 ' 00 LT i PreF��� hr PROJECT REPERENCE NO. SHEET NO. DETAIL 72 DETa 41 � �,� � SPECIAL LA ERAL 'V' DITCH L4TERAl ASE DITCH �`�-'-� � - iw swi=1 I swiel ;�" IWJ SHEET NO. y URS C p a N h Corolina `F_�� 160o r e r rk o' e ROADWAY DESIGN HYDRAULICS � \ // �°��`o � F�ii M II N rch C I' P156o ENGINEER ENGINEER Slope Grou�d '�3' � ' Nw�.�i 9�� , p 3. rF,. siont Ground 3:/ p �F�o d �-^"" ° - d GEOTE%TI � 0 Mn.�=1A Ft. Mn.D=1.0 F. Max.d=1A F. � Max. d=1.0 F. '�"" "". a.o' B 4.0 F. 0 Type otLiner= PSRM Typ ofL�ner= Closs B Ri�rRop 6=5.0 F, (V FROM -l- STA. 153+50 RT TO -L- STA. 754+15 RT F M-L- STA.155+70 LT TO -L- STA. 755-g3 LT (EST. DDE=4 CY� � FROM -L- STA. 75$' 90 LT TO -L- STA.158 �18 LT � FROM -L- STA- 155+88 lT TO -L- STA. 156+00 LT � PERMIT DRAWING (EST DDE=4 �n FROM -L- $TA_ 157+10 RT TO -l- $TA.157+n2 RT a SHEET 32 OF 53 / IEST DOE=27 CY� DETAIL 46 Z BERnn DiTCH DOCUMENT NOT CONSIDERED FINAL iNo��o s<me� UNLESS ALL SIGNATURES COMPLETED \ //*\\ / \ \ 58 \42 EAST, LLC l55^00 \ / / 2' WTERAL BASE DITCH W' �CLASS B RIP RAP EST. 5 TONS CLA55 B RIP RAP (EA� ' EST. 11 SY GEOTEXTILE (EA� I I SEE DETAIL 41 IN �Y �F / DETAIL 73 s.o� o� so� V STANDARD BASE DITC � 6A� - 1 Noi io s�o�e1 u I �Jalu.ol / %10.�'V.C. �� D3� � d Ground .� p 3� Gr��J d Geo�c.uie -� Min.D=1.0 Ft. Gaoie+�ile-'� B Min.�=1.0 F. Type of Liner= Class 0 RIP RFJ' Mox. d�-1.0 F. Max. d=1.0 F. �wFen N is �- 60 B=2.0 H. / FROM -L- STA. 159+00 LT TO -L- STA, 161 '-80 LT Type ( L�ner= CI s e Rip Rop Est.2 Tons Class R�p Rap Est.4 SY Geo1e ile FROM -L- ST . 157-55 RT TO -l- STA. 157+58 RT l60•00 � 165•00 SEE ENLARGMENT oerni� ai S H E ET 3 3 O F 5 3 LATERAL BASE DITCH , � , �o s�o�e, , No�urol b Ground d- 3') p 3'� � � Slope 5� GEOTEXiIIE� g / Min. D= 7 H. MOR. d= 1 R. 42 EAST, LLC 67 'WFen B is � 6.0' B- 2 F!. Type of Liner= CI-8 Rip-Rap 6= 5 FI. GERRY LYNCH FROM -L- STA. 165+18 LT TO -L- S7A. 766+50 LT TOE PROTECTION PE 5 RFACE WATER I I CLASS 6 ftIP RAP 2' SPECIAL L4TERAL BASE DITCH CLASS 8 RIP RAP A T TO TEMP 2' LATERAL BASE DITCH EST. 45 TONS CLASS B RIP P,P,�' R CE WATER �% EST. 108 TONS CLA55 B RIP RAP W/CL45S 8 RIP RAP BERM V-DITCM W/CL45S � RIP RAP- � W/CL45S B RIP RAP P,�1C BOUNDARY EST. 240 SY GEOTEXTILE E5T.36 TONS CL4SS 8 RIP RAP EST. 104 TONS CLASS B RIP RAP . EST 67 TONS CL4S5 B RIP RAP EST.100 SY GEOTEXTILE , � BERM V-DITCH SEE DETAIL 70 � s� ',,'�. �, " EE DE7All 70 TIE BERM DITCH TO E5T 148 SY GEOTEXTILE _ �_ � E5T.80 SY GEOTEXTI�E$PECIAL L4TERAL DITCH EST.230 SY GEOTE%TILE W�EST. 175 SY PSRM �.7 ' i' I I' I � ` ''. �i� , I l � ��, �. I �� - 5 f• ��� \ � ETAIL 46 ; ' _ � . 5€E DFfAu 41' , � I I I I - .,: , -., .. � '. , l , - - i - I '.- , �l I � -1 _ ) S - E7A . � % � � . I , i / / i � . � � � ` � l , , , ; ,, Q ' ' � J,}�I },}}- � `IF -- � � �l ( \L - � ee o I 5 / /. , � % �� I , �i i , , �� : .1�,. .�.'�k{ : e , ! ooq"'_... i � I......., ,, - `"� _ _ e€/ o -� �a�-�FD$'ppE � ' . � I ' ._� \ � �--� � • ',' ', �' ."4e ,,:..i� "�,.,.. *�a�i�'{,� �.:. 4 CS�G� .,._ .'---I �. _ �.... �'� l ! � � �� I � . I ,� �'DE. , , RDE ,,. i ., \ J,' i I I � w�Cls�f / i I .i �.. I ,- � � � � �, i._. �� _ I I � �.:. 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DUNSTON � 1 SURFACE �ATER £ LATERAL V OITCH W'CL455 B RIP RAP CHRISTIE T IPP MINGA ,� f 1 2' BASE DITCH W' � \ EST. 19 T NS CLASS B RIP RAP { \ EST.42 Y GEOTEXTILE � � _I,;� _�� . � S�SS B,.MP RAP " �� EST 4�TQN5 CLA35 B RIP RAP / 2' L4TERAL BASE DITCH W/ �� �� �- �ST. 21 SY GEOTEXTILE � � DETAIL 5__ sEE o All 59 CL455 8 RIP RAP ,`7:,.;:i� � ... - � L47ERAL 'V' DI CH I 66 42 EAST.LLC EST.35 SV GEO7E%71LE % / I�=�m s�aia� DETAIL G2 N� SEE DEfAIL A1 � F/i18E $_�a P 6 /� �Noit 5c f� � ��" i L F., Oursida Difch 0���3�i T 3�'^ a� TrufFi< Flow �\ - - - � - ��j <� E F,��j / / DETAIL 74 BERM DITCH In,rm xoia� 'o� ai N 5.0' 6.�' S.0' V 3.0' � � � �o.o'v.G ��� � �P d PSRm -/ Min. D- 1 Fi. iype o( liner= PSRM Ma�. d= 1 Ft. FROM -L- STA. 161+g0 LT TO -L- STA. 164+00 LT M��. o= i F. EST.DDE=1 CV Mox.d= 1 Fr. Type of Liner= Class B Rip-Rap b= 5 F. FROM -L- STA. 165+25 RT TO -L- STA, 765a-93 RT DETAIL 55 ='� FALSE SUMP �� ( Nal lo Smle� o o�ts�ae ou�r, �z.°'It Tmffm Flow//:� 20:1 t � GI r$ - i S=Ditch Slope � Proposed Ditch -�' -L- STA. 16E+64 RT vi �-5-� ��� �etc. 5=D1<h Slope ��Er�sed Ditch-� _ - --- -L- $TA. 164 + 64 LT � \ \\CX Z� ORaiNaGE e SE \ \ME\ \£ � so 25 � ��0 Z 0 N i � �� RFACE WATER � TO TEMP. �CE WATER� BOUNDARY /� ,OJ� % ' se �G `, �� i ; ���� REMOVE HW 2' LATERAL BASE DITCH W/ ��� ����!rONS C4LASS B RIP RAP (EA) � i EST. 11 SY GEOTEXTILE (EA) �I SEE DETAIL 41 TEMPORARY IMPACTS IN I � SURFACE WATER CLASS B RIP RAP � -� EST. 108 TONS CLASS B RIP RAP EST.240 SY GEOTEXTILE �'=�-_ ��jF SEE DETAIL 70 I I I ' � ��� � t�� r�_ �_ c_i. i,;� ��� \ � F �r �4 ��F � � �. �SA -, �' � � ��� ' �DUE— C�'� � �;����-�r'i=nr_ J B w/M SITE 9 F �� u�� � � � � PLUG , - �B W��B �i, „ , __ � �'-'-�_ - � _ -- � -_� ���- - _ ------- -- -- \1 - - - R�UG ANDTFILL=- - ��' ._- - - - - - �+ _ ,� � — - -- — - - - --T��- ��: 24" iIANENT IMPACTS IN SURFACE WATER 58 42 EAST, LLC \\\� PreFu-e7 br PROJECT REPERENCE NO. 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Nv - R ADWAY DE N HYDRAULIC �_ - -�1 \'� ���� �ro�nd 3� p b�� slope Noiurnl + Ha�u.v M II N rth C I' n 1]560 O $IG 5 I \ no r ENGINEER ENGINEER \ %, � I , I Grou�d \3.� D ,�.�i Gmu � .. �- \ RETA -_.N \� r� ..... � g n o ft.l F. EST. DDE=16 CY � h1n D- 1 F�. .. . '� ��, � ��� 6� bH_. � FROM -L- STA. 194 -60 LT TO -L- STA. 196 +00 LT -- �-��E RM I T D RAW In� � -Y12- STAI 11 + 11 RT TO -Y12- STA. 16 - 00 RT � � � � `� ����, -J DETAIL49 - SHEET 38 OF 53 � � , ���, ti ; � -.. �� c \1 .n«_ i BERM BASE DITCH - - � \ . \J \ , 1 Na� oiol �- - � �� ; \ \ \ , aernw � �I`�I — � i � , " � \ . 0 � \ �� G }.., .-��.`T / 3j ��\ RDWT / � ��`� � � ,, �� � � DOCUMENT NOT CONSIDERED FINAL � � A � ����A� � � .� � �'•� � � � UNLESS ALL SIGNATURES COMPLETED 2' SPECIAL LATERAL C� � LY��'�. . ��.' I: . B= l Fl. �. 6ASE DIfCH See oeral s7 - � � . � RUSSELL B. RAGLAND AND � /� � \. � � b s r�. WIFE RHONDA G RAGLAND j � I �\ \ ' ' �l. \�-_ �\�OM �1.- STA. 196+50 RT TO -L- STA. 1941-65 ftT / � �� :- SPECIAL TERAL V CH � �I PEGGY ANNE F�OWERS �l � I �" SeE �ETn B8, . DETAIL 82 1 � �75 p � � ��' � PEGGY ANNE F WERS - \ L BERM 'V' DITCH � � � �� I � . ,,, �Ha��os�o��� � N O I � � � .� � . � � .o� , � I�i �� � op ' �� \ c " �0 3'%� B�GN SBGI � .._ ..... cowr- � c 9n � \ \, I �� \ \ Q � I � \� -a � M n. R= 1 FI. \ � ' 7 � � _ \ � , � � F� \,, � �\ II G �9q�/� � � -,F�,��� 5TA ,9� `5o RT To -�_ 5TA Zoo+oo RT SEE ENLARGMENT `, \ o "'�� � \ � '��'�� i9s�oo SHEET 40 OF 53 � \ � `�,� '° � � �t �� ��� V � F ,,,� � �, �+ .s V�, �. �� ��.. \\ �. � / � aiw MoRETAIN. 83 Hq 6' uTER.4L enSE D}�¢H _� ' �?� � -.. � -. O �� PAMELA DENISE FLOWERS\ w/CtaSS I P kaP d �- �� ��2z6,�z7 - � \ JANA GUERTLER EST.774 TO 5 CLAS 1 RIP� � �TOE PROTECTIO \ E5T.295 SY�EOTEXTI E �� ,�� W/CLASS 8 RIP RAP p�w M�N �' Y \ ��� SEE DETAIL 89� �, � EST.84 TONS CLA55 B IP RAP � \ � � � \ � EST. 188 SY GEOTEXTILE \\q " � '� ` EE DEfAIL 53 � \'' '\� �F` �\ \ .� �. q `S� _ rSTAN�ARD V-DITCH �' �� ' SEE DETAIL 81 1 �� '\�\ O� 1 � � � � - � �� � � � �. � � � 4"' 200'00 ' �- �� � q - ROCK FILL IN POND � � �\ ��-. Q y� � I ���. EST. 14�37 TONS CLASS I RIP�AP I_ I �0 ` � \\ �,.. ,,.._�,.r�'.�•r+.Ji ; � �SEE DM I .� _ \ q�� g(� . FI I � KHANIZED �1 �1 _. I� . 18' CP-I _�_R/W a 'L- .. , * PDE CLEP,RING SITE 11 � � � � isi9.z.��.6� A � roN� PDE ! -a � � � �� �� _ '... ..'� Q�� � :��u ���.�� �� �:.�F � I�:.�I O �., t m R _� � "�, n,,:. .�� � � ZO � � � ��E E E . �� ��, �. �i �li ij.� ���i � _ ^' i � > — — c � R v � '�� F I�� � . � _ F ---_ _, .. _ . ' - i _A L- - � �- w._„-T_ . � �� � � 19�M3 _ ii� � � - _ - / co'��� ' � �6.4`e''�r. � . � � / � � . . 1 �n 4 - I- � - . `- - -- C � �Z _ - - EXI<' UG F/W - ! N 1 ` I❑ ^ _ �t 1 - ,.-.. _ '.� �' i , ` .�.rREMOVE -._� / �, � .,-.y �-� .. . _ - T ,� �� '.. ., � : � ..- -, � '.^^�' , G ' 2 � � � i ` _ - - - _ - . -� , . _ ,. .. _ _ � _ _� END SBG __..._�_ / �._...:. .-.- -._�.--�_, �. .�� .. .._ _ _ .-__-- __._-_-_____ � � .� � __ - . _�-ou _ _ _ . � _ __. ____ -,' .. , -I -.. � .; , �,. ,.. ,. M ,,.� ..'� �.;' ..; _. _ _-____ ' ' I� i .._ _ ' __-_ . - - - - . . . � - - - -. _ - - _ -- -_ .__ . - - __ -_ -_ -- - -_ -�_- .. _\ . . _ _ -_ _ -- -. __ -.-- - -_ __ _-__ __ -_ j , � - -- w - � � . . . __ - - - _ - . - - - _ - - --_ _- -- _ -_ _ - � _- _- -_ - - �- ._ .-_ _- . -_-_ _-.- - - - _ - -__ _ _- - __-- ' _ _ _ - - � . �,.-. _ . . ::. _ . . - . . _ - _ _ � - ---_- _- _ _ _ - _ - -. - -- _-__-_ --_ --. -- - _- - . ____ . -__ w -. -7. ' � _ - - - _. _ ._ _-_ - - _ .i . i - _ -.-_- . _-- -.- , - . _ -- �l_ _ -- _ . . . . _ _ . _-.- _ i ..'_ � . _- . .- - . '.. - - .- . _ _- -_ - - _ � _ _ _.:_ .. ,-. .. .. . ..�, . . . � - . . . i _ �� .�:. � ___ � . ., REM VE Efp1 VE .. �� _. . _ . . . .. . . . . � '._��. .. -' ___' .� � i - - ' M VE-' . ��: -- �B'� (iCP N .�.�. i. „n � - M VE �, ELBOW 1 � _ � , - .� � _� '' v � , I� � „ RCP- V 2GI-A 2GI A � � ��. ZGI OW snNc R•w � �� � FILL W ' ' '� . N � RE / 30" FS � _ � - BERM v-0IT WETLAND : � i GRA�E TO DRAIN � � - - _ _ _rv � _ - _ = _,- .-. _ �nE _ - _ � 1 .r .-�_�_ I 1 I 2GI ,IS.. � . OVE .,� � � � �.. _� t _ - _ - _ - _ _ - - - - - - - _ Ge < �� � � R_ _ u 5 �B CH � � �'� SEE DEiAIL 82 _ C - - - - - - _ - E� � I��. .G�. � - - C BDO � - � � � eD0 iN --- � --_ � . . / /C.. Q _ / _ , � 1PUE PUE--!� ,�� � ca �(, �pUE PUE DUE UE DUE� � � DUE DUE DUE DUE . PUE �E �„ � � � � _� f- � '� z . - _ �zn �� F� � �� �� L� �� ti i �; � � � � ,-� � G \ B � � . ` � � � � � � ti � � � � SITE 11 , ou �� � r CB A `_ � ' r ' � 2' BERM BASE DITCH � � � � ; \ ' I �:� SEE DETAIL 49 . _ . . �� \� --' - _ q �._� = DETP.IL S9 � \ � LATERAL V-DITCH -� 4� I.qTERA 6ASE DITCH�- - G� � LATERAL BASE DITCH `N/CLA55 I RIP RAP W�CLA55 RIP RAP m� '�' � �Noiio�coie� SEE DETAIL 84 SEE DETAI 85 8z . ' b '- O �.'�. � � '� PEGGY FLOWERS BENSON VE-_ � c°o��a . 3.-� ��,�, ''�Fn � .�$" DENWETIANDL IN d D 3�'� � S�onE ��W�g� `R � g 00' i � GEOiEXlII� B Min. D= 1 F. JIMM�F�� CLEARING NIZED A � M �� - Mox. d= 1 it. RETAIITV . ��-- - E5T BDDE6 170 �CY B= 6 Fr. TOE PROTECTION DETAIL HH f '�JI � Type o(Lner Closs IRip-Rap 6= 5 F. 85 �No Sola� E\�� R DETALL 86oNo SPECIAI LATERAL 'V' DITCH I FROM Y12 STA. 17 �r 75 RT TO -Y12- STA. 20 i 00 RT j.. : Fj S�Op Proposed - ��o� io smle� 3�- � ��o��o s�aia� g q�N ALLIE TEW- DECEASED Na,�,ai - S7 i EST.OSE1387-WAKE C0. �`°°"d d Ezistin -'' � �. �s�" EaMh F�I �\ '� �-z� i % Eia°.= zsa EBECCA D FLOWER Na�umi 3 p.\/0� -F'iil d= 1 Ft. � Go�nd I � N Slope � � � o Type ol Liner - PSRM CLA$$ I RIP-RAP ��0' �TN.W.S. Elev. - IS) Min. D= 1 Fr. '�� �' FROM -L- STA. 201 +00 RT TO -- STA. 202+00 RT � fn' FROM -L- STA. 200+60 LT TO -L- STA. 202+26 LT FaoM -nz- srn. ie+oo �r ro -n2- sTn. i�+so �r 1 <', I DETAIL 84 DETAIL 85 `J'' DETAIL 53 DETAIL 62 �� LATER4l'V' DITCH LATERAL BASE DITCH I FALSE SUMP TOE PROTECTION � Ho io s<al�� . � Hoi ro s�ei�� ,, -� � Not to Scale) - I�o� �o s�o oI I--�y �� y Outside Ditch � 1 �- O�� vui now�oi L-L/ � Fni No��,ai I�- �/�� , Tmff'c Plow 2. o Z, �'1 1 Nnluwu � F 0. 1 � 3. f;�' %�,� 3��E StoPE Gro�nd d 31 D i 1^,N. Slone Gu��d � I 0 3� � 1':f. p I G0.0UN� d �' � � Slo e ` � Gvo'ort1i1c-,/ cEorzxnu-� M' o= 1.5 Ff. 50 25 0 50 100 � G' GEOTExiIIE Min.O= 1.5 Ft. d- 1 F. Max. d 1.5 Ft. - etc. , � Mox d= 1.5 Ft. � 5 � EST.DDE=2 CV '�^ B's 60 B 4 Ft. S=Dif<h $lo Pro d D�fch -' Type o( Liner�� Class I Ri�Rap 6= 5 R. TST. DD � �er Closs I R� Ro � ' F�' pe � pose Type ofLiner= Closs B Rip-ftap YPe P- P -L- STA.194+51 RT FROM Y12- STA.16+00 LT TO -Y12- STA.20+25 LT FROM -L- STA.202+00 RT TO L STA 202+22 RT FROM L STA.2 +-22 RT TO -L STA.204+50 RT� PreF��� hr PROJECT REPERENCE NO. SHEET NO. r� `, �� � DETAIL 87 � DETAIL 87 � \ ,,� \-. SPECIAL IANER�A sceASE DITCH STANDARD 'V' DITCH n � . i���� s= ie� WIFE SONIA ROBERTSON DRAKE ROBERTSON AND J '/�' � :��� �� urol `�-F��� I o URS'QOOPP e P� DCefo''na �v SHEET NO. N �'0� -� �`` � a.o��a 3� p b'� siop� ��ai 1 ���•� M II N rch C I' s156o RO�NGINDRSIGN ENGI EERS I - �\ � � I �� , . ��ou�d �\ D ,�.�i Gmu�o Tr��. . . _ , ' � u M n. �.. 1 F. � . ,.r.��., . .. < � � -" � 1 _IEtA ,� .�.v �y � \ �. �',__ B- 2 ft. EST. DDE-16 CY � h1'n D- 1 F�_ \ � ��ERMIT DRAWING �' �,��,a , ,, � , � FROM -L- STA. 194-60 LT TO -L- STA.196+00 LT - - I r Y12- STA 71.+ 11 RT TO -Y12- STA. 16 - 00 RT - �\ \ � I -' a\. �. �.� �' =� ' ' ' � SHEET 39 OF 53 � '� � � ; i �' � � � ��� DETAIL 49 � � � / � I - �� �{� ; - _ BERM NBASES DITCH - - � �' I I I I I \\\ I ' 1 c2y� V � I ��_R3 -I �- -- / ?� — — i � � � ., � � -:- � �. � � - . / �. \ 1 \1 ` ^�� �" G nd_�'� 3/ RDWT / '.. � i �; � �� - - i =� o - . \ t . \�` I � � - `� %� � � - \.' � - ' ��i � �� / R�iA� ' ' e � � DOCUMENT NOT CONSIDERED FINAL \ • i . \ , � '�C . 7�� �. ��r �t~ �� � ;, $ !/ _ UNLESS ALL SIGNATURES COMPLETED \ � � "� Z' .-� �\ I. �.F B ] F. I � , � i , �`� RUSSELL B.RAGLAND AND / 2'SPECIAL LATERAL C�- - I 1 � enSE DiTCn SEF DETAII 87 \ i< <�^-' �„ ��b s�". WIFE RHONDA G RAGLAND � � ' � '� � ROM �1.- STA 196+50 RT TO -L- STA. 1941-65 ftT � / � � `�c i'� '� � I �'� i � ,p �I $p�CIAL iER.�L V CH � } � �� ^ PEGGY ANNE FLOWERS��- � � � �:I ieE{pETn� e�� .� �,� '" � Q� � DETAIL 82 1 � \�� \�,� � ��\ �' � ' � BERM 'V DITCH / O 75 �� �.. I PE6GP ANNE f� WERS � � 1� i'�,� �Ha��o s�oi�� �`\ 7 � N � � , ��� ���� 75 , i � ��������u�l ` �a��.o� ' . r�� ti � = f ~ �.���, �9"d � D 3�\co \ I � B - N SBG� = � � � _� / � , I �—�— � � �4/ �.. I t ���� \ ', i10�( jl���\�\ \\,� \ I' Mn.R= IFI. f\�� ' 7\ / . � i `\ �7.., \�` 2� � �.` I, � � -�. � ,.. b l9 Ft , \ J_ \ I G � ; � � '��� � L_ '�� . '�� F� ��. SrA ,9�>'so R110 -�_ srA zoo+oo RT SEE ENLARGMENT �\ \ � � �-� � � � "' � � ��°�,��" ° ° � SHEET 40 OF 53 �,,�o � �, � ���e ��.� i��5�o0 �� � y� I I �� . 3r � � \ �O I \\ A � A � �i� \ c . _�§�: .\ �\ I \ � y � _ F+\ � �S \ \\ �\ !' � � f - � - \ � �\�w ti„�Eraiw 84 6' uTER.4L enSE D}�¢H ��. . � �� � ��?�� ,� � - 83 � PAMELA DENISE FLOWERS� wictass i P 2av o- t � � I ,��� . �� I ,' � .�+ aszr 3 °T ' - , �. � EST.774 70 5 CLAS 1 RI � - �-TQE�PRQTE 10 � � JANA GUERTLER � EST. 295 SY�EOTEXTI E� � �j WlGl,4$5 8 RIP RAP�, pPw MV� �' \ '�,\ SEE DETAIL 89� `�� � � '�'7 �� E5T.84 TbNS LLA55 B IP RAP � �' �� \ ..� � � � EST-.168 SY�GEOTE%TILE'� � � '��� � \ y� . \ �.___ �EE DEfAll53' �',� � _: . \.�� J �F __ _ �� � �, �'�_ - -- t . ` � '� 2 .y�,� rSTAN�ARD V-DITCH 1 � p \ y �O. � � A� I-_ - , ��. •� -_' SEE DETAIL 81 � o- � ,� - h � � ��� _ � ' ;�� �I � � � � --- , � � 1 , _ _ . .- e� - , -� 1� _ . —� � �' � `,A �� � A�,� � I� A �'- ,� �i � � �� �� __ ; i� 200'fl0 �� - _ aocK Fa� iN PONo �� ' - � � '- ' 1 �� �� �--- ' � � �'��, EST 14�37qT�O�NggS C�h� 1 RiF P✓P I ' ) �.'e. F`Y�'\\.'..� \ \I� - .- I. ��, ':��� 1�....�.'%.� -.� ��� � �.tO .., ���j�L✓ � �-...._r� � � ' -- _'__- i���i � \L-� - ..'SEE.DMECHANIZED �,�: , _"� I..._�i f \ . -. i � �� �2 \ �� ��..,-rr � 181 CP-1 - __...._. �.: __. � �. aiw ma �� �.... _'� � � _ I � � �"� �PDE��- CLEARING I SITE ��', 1 \ __ � � _ _ � �1 � �_, �� , � , I'�i°��'� a'�� i`I i ' / ,'� �, �` � o/ � roNo -�, /, 7 m R �� � �Ao � e� v.`"_ ]7 y3 �I � _ �C� i o , w , I PDE r t� �� � �� � � �� � ��� �!i _- �� ,�� ' � �� �,I tl-�� � E � ����f\ � - R � , � � � � ��i�uil�7� -'�.� � ��' �� ` �� � �� i � � � � r ' � _ � , _ _ •` �� �� �� �� E _ E - _ _ _ � � � �'�� �I � �i��» � �i y u _ a �� ��� �I _ � � � _i ` � � i - ��� = � - � , � �� ; � i �. �� p �a- � - � W - F` _ IJ � / � - � � C�� I!T' _-� ' o�\... 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" 2`� � � � . , - - .� � � ��--D�1. ��� �_ I . _ Q- .... , .. r..i .. , `� . .. _ - - - I '_ .... � I � � I �.::�� : ...., . , �:�? __ .__.. �.�':� - G�,n-� \ �„ CB , � ..� __ .... �-SEE DEfAIL�4�S�DIT�'H�,'I� 1 '� . \ � - . ��`�� �� _ _ � SITE �T�� - i%/:��Iil . _ _ � _ - � � - � _ ' / � DETAIL 89 ' � � � � � � - � �nrean� v-oircH � �a� �z, � - I , � � z _ � � � - � t �- -'" .-' G � � LATERAL BA E DITCH . � . --`_--- w"CLA55 I IP P W-CLA55 IP P I / � 5 R RA .,:R RA R` �o ' I � I I .- 1 N i oiel / SEE DETAIL 84 SEE DETAI 85 � , 8z _ u -- ' �, . � 1 / �' - � �_ _ � i / � b � PEGGY FLOWERS BENSON VE � �� ��o��a �i ��'�Fn � DENOTRS FILL IN �� -- �� i� k� /. D 3` '"F+- smnE ��.� WETLAND �� n. g 00' i f g, � GEOiEXlIIF -� g ��W�g� { �% � d Min. D= 1 F. JIMM�F�� CLEARING NIZED � RETAIt� � � I � �� / Max. d= 1 it. L �\: _ / wna B 6 6 0' B= 6 F!. TOE PROTECTION . i�� I'i / E5T �DE 170 CY 6= 5 F�. �Hoi� s�ola� DETAIL 86 ' DETAIL 88 �� i I � � Type (tner Cioss IRip-Rap 85 F�j` ROCK FILL IN POND � SPECIAI LATERAL'V' DITCH - � I,I - FROM Y12 STA. 17�+-75 RT TO -Y12- STA.20 i 00 RT O : FjS�OPe Proposed - � ��o��o s i� � � I i d� N� / � ,- ALLIE TEW- DECEASED N a V, a ?.... 3"' ` �o� o s�oia� � i i-� � �� EST.OSE1387-WAKE C0. c.o��d � 87 ^ � i' � r� 1'� I d Ezistin '' r ���� r+a��,�i � ��; -r.�u / r ' � '/ / rsR"' Ea�h Fill-��� ���eV= zsa EBECCA D FLOWER L Gro��d �o'I p��oNa Slop. / � 1 I� � 1 '". / d 1 Ft � � � � 1 E� / /; TYPe ol L'ner -. PSRM CLA$$ I RIP-RAP ��0 �TN W 5. Elev. IS) � Min. 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Type of Liner= Closs B Rip-ftap YN� � P Type of Lner Closs I Rip-Rop � ' Ff' �� -L- STA.194+51 RT ��'FROM -Y12- STA.16+00 LT TO -Y12- STA.20+25 LT FROM -L- STA.202+00 RT TO L- STA 202+22 RT FROM -L STA 2 +-22 RT TO -L STA.204+50 RT� r� n 83 JANA GUERTLER _ STANDARD V-DITCH _ � SEE DETAIL 81 � � � � �� �� �v� i I `r� `�;_ � `-�� �� ''\ I � .. N Z 0 N � - 200+00 ,i PreF��� hr PROJECT REPERENCE NO. SHEET NO. � �-JF'.%iE' ux5 co. - Hanh Co�oii�a RNJ SHEET NO. p������ ROADWAY DESIGN HYDRAULICS 1600 Penmeler Poh Drive Morrisville, Narch Corolinn P156o ENGINEER ENGINEER U �\ PAMELA DENISE FLOWERSI PE RM IT D RAW I N G DOCUMENT NOT CONSIDERED FINAL SH E ET � O O F � 3 UNLESS ALL SIGNATURES COMPLETED ENLARGEMENT �� � � ROCK FILL IN POND \� `,, EST. 143 TONS CLASS I RIP `RAP �SEE DF_TAIL -�b IZED MECfi N CLEARING I � � PDE � PDE , � PnNI � � � \ wE �_.; .o O � , � , Q - � � �,� r.� � Q. 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I' 1; �- � _ � � � �6�'\ � � [ � �� _ ;�-L = SITE 11 ; , _ � �7 �:, /; LATERAL V-DITCH—' 4' LATERA W/CLASS I RIP RAP W/CLASS SEE DETAIL 84 SEE DETA F' o�' DE WETLANDL IN JIMM � FL�V�F��S MECHANIZED u,s.s o zs so Ir�rT��� nn �**� ** * CLEARING 0 , , PROJ. REFERENCE NO. SHEET NO. �� 1 0 7 0 1 0 1 0 1 0 1 0 0 0 0 20 1 1 0 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 � � 20 20 O ��' WL - ; 2 5 ; ozo o.oz 2 5 2 0 i � I 2 0 25 • �� � 25 / ' � 2 0 s.s.zbs z 2 0 � 3; �;1 2 5 �� 2 6.61 2 5 2 0 2 0 — � � 2 5 -- - 5.5.25 .55 2 5 ( 2 0 2 0 � PE I IN Z O � �� n NJ 3 u� J A LC � � �o �n e c 'c w � w � �n NT �S� � D AIL DETA L 97 ` DETAIL 99 DETAIL 95 LATER.4L BASE DITCH LATERAL 6ASE DITCH � TOE PROTECTION SPECIAL BACK OF CURB CU DITCH N s iol 1 s�ole� �[/ �0 5<alo� �NOT i0 SCAIE) Nalu'ol �— /� Natural I ` I„� ��� 01 �wR �-F��� ��GROUND Grou id . J:/ 1 FIII _ 3:l 1 i �� NniuFnl - T. ti� SlE SLOPE -`. � h d p 3 i^R�. siona mo�oa d- p 3�. nfl. sm� P➢' \\ �— � GPouNo d �4 � � h;� GfOiE%llLf -' g GFOiFXiItF � g �-�- GEOiExTilE b= 9.5 H. \� � Min. = 1 H. Min. D= 1.5 F1. d= 2 FI. Max. = I fi. N,ox_ d= 1.5 fi. Min. D= 7 Fi. EST. DDE=444 i B li �� 6.0 8= fl. • hen B h= 60' B= 2 F. EST�DDE-115 C; ESi.ODE=2]6 CY � T dl�ner= Class Ri k FROM -L- $TA.233+23 lT TO -L- TA.234+50 � yl o Gner� loss B Ri�Rap 6- F�' Type o( liner= Closs B Ri�Rap 6= 5 F. \ YPB P- aP �� f-ROM -l- ST . 228:00 LT TO -L- 5 A.229+72 LT FROM -L- STA. 228+60 RT TO -L- STA. 231+10 RT FI6pM -L- $TA.229 �69 L TO -L- $TA. 131+p9 LT FRbM -L- STA.237+16 LT O-L- STA.233+03 LT 1 ' � N � Q Z PreFure7 hy � URS C p a N h Corolina 1600 P me P ik Drve T..r. M II N.rth C.n I' 1]560 PROJECT REFERENCE NO. SHEET NO. � -J F'.%iE' ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL P E RMIT D RAW I N G UNLESS ALL SIGNATURES COMPLETED SHEET 42 OF 53 ������°�'� �-���'� Min.1.5'�Thick Layer- �'�- I 1 ' T�IF=- -L- STA.231 d�10 RT TO -L- STA. 231 +63 RT 1 ��J�� "���_ 1, DENOTES FILL IN �11� L� I --'_- �--- F/,,�' y WETLP.ND 1 � 230•00 ���� �� %�� ��"���WE��^�����" I z35•oo zao•oo SEE E�� LARGMENT 0�ENOTEs ME�HAN�ZEo ' SHE T 44R OFE53 SHEET 49 OF 53 CLEARING �I I 99 s�a.=zzv, n-�- iT 102 = O on=a.m n�re: � c=a.na 99 REBECCA D LOWERS _ 1=620 111HR Ex 42'>LLESS ESMT REBECCA D FLOWERS s- o.00s FCFr � - 103 �I �=o.oaa REBECCA 0 FLOWERS ss,. a:i e sE'�n n . > FLOWERS PLANTATION COMMERCIAL, LLC - n� ioi� -4' LATERAL BASE DITCH 1.35 rpz �� .RETAIN I W2LASS B RIP RAP d° o.so F -- � , lner=Class B Rip Rap /�� � ."- RETAIN EST. 86 TONS CLA55 B RIP RAP �- ���._ - L <�� rv � I � _ _.--}9�SV-CEOH-7FitF_'. _ " '_ . . SEE DETAII 96 SPECIAL BACK OF- -„ �-'�' i TOE PROTECTION � �� �' �'-� '�� � '�1� =•-� CURB CUT DITCH �� CLA55 B RIP RAP I _ ;, 1 � - REiAIN / I h ��STS� T6N3 Z� 55 6 RIP RAP __ r �:�i h :.' P' SEE DETAIL 95 ,� � \ I `I '� ;e I - �-ES� la8 5Y GEO Elf17l� � " i I m � SfiE DEfAit-9�- �' �.� I I ' r� I II �I � I; I.-� . �.; i P �`st 7838 �PGEO ESXTIOE IP..�'_P �,_./ __'. F � � \� .Rf�MOV II i /� � I � - REfAIN ��� � I �tETIvjN II IV��I �', . � _ 1 E I . I I Y I T'P.IN 8M p irn� u i� L� . F . l PDE��� RET I 1 'I DE i�i ��t NS B RA . � _� i di � ��� x � � � � � � , � :. . � / 5 _ - _ . � �s` � , -�= R � i I - - _ _ E� 1,� R iN _ y - -�' _ � ��t � �� r.1 wE'. .'i. iF`,� 'e '' i 'K' itii�y . . '.m' 9 ' - ___ - -_ ___ .. -" EE DETAI 9 F. ? I ��15^ REl' �� �. . � ' _, s ,, - - - j i i �E�W '4C�\T r R �� , �� � ` � __ ��� � - � ; _.- . �.� � _ E� � ' US CB �F� . , _ --_ F l i E - � 1 Fj . i .. . . . T .__, -. / _, ��_ . . CB u„ � O �.) R „ I��'.. C�+�, ` - � �s�1 -�^ . 2 r / _ I V I \ � ' � _. 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CLEARING // \ �� � � j .1`' � / EXCAVATION IN WETlqNDS \ � �'�� i ,\ 8' LATERAL BASE DITCH �� � � W/C1A55 I RIP RAP \ " \ SEE DETAIL 100 �\ `� IO / �� \ REBECCA FLOWERS � \ !� - � \ '� ��� � � 100 100 ��'\ 100 _� \ REBECCA D FLOWERS REBECCA D FLOWERS 1 REBECCA D FLOWERS �--�-' � I � N � Q Z PreFure7 hy � URS C p a N h Corolina 1600 P e P ik D' e M II N rth C I' 1]560 PERMIT DRAWING SHEET 43 OF 53 PROJECT REFERENCE NO. SHEET NO. � -J F'.%iE' ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � ��-- . ���� ,��-� �� 7np=- I,JV ��11'- �. ;• F II..i=_ .:.._ 2ao•oo SEE E LARGMENT SHEET 49 OF 53 � y Ex 42'ALLESS ESMT RETAIN �4��i �� i _ �3� � I �/�� 'I \ o.e" ( ��l � �... I Ef I� I .�RET IjN III . \;ti II. :,El-� J ,!�` � -�•� � � �.�.i I i.. 1 iv r R�fl'Ft�-t� �� �T� � f'�� �� __ t I I JI ... 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CLEARING DENOTES EXCAVATION '� ��' � ��� � IN WETLAND �'� * * � � DENOTES MECHANIZED �'� \� � * �'� * � � CLEARING , � � � ' �' DENOTES TEMPORARY FLOWERS �� � �� �'� IMPACTS IN SURFACE WATER / ��� PROJECT REFERENCE NO. SHEET NO. �-JF'.%iE' . ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER IDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 44 OF 53 ENLARGEMENT 2s ,2.s o zs so 0 , , PROJ. REFERENCE NO. SHEET NO. �� 1 0 7 0 1 0 1 0 1 0 1 0 0 0 0 20 1 1 0 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 � ��� � � — � _ _ �� WI I�� WL�, I I i I , � ----- — -- -- — — — � I I o. zo _i� � a.o 0 � � � I � 3rj � � . 2 2 - - - � :1 3:1 � � _ 3+ 00. 0 � i T i -- Zea e � 30 I WI— � 30 2 5 2 5 \ 2 0 ozo o.oz �I 2 0 � 2 5 3 ��— � _ , 2 5 2 0 s.zes. o -- � 2 0 2 5 — — — 2 5 2 0 3 + �0.� SI I I ss.zn.s— 2 0 � PE I IN 0 , , PROJ. REFERENCE NO. SHEET NO. �� 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 � � 25 WL 25 2 0 � 2 0 o. ozo 2 5 � °# sa .ai ay 2 5 — I I 2 0 5.5. 81.78 2 0 2 5 ' � 2 5 � I N Z � s �� n �� EX 42' A�:CESS ESMT � � � RETAIN i �w��_ f ���� ���� /; \� � � � � I � � � ' � � � � E�AIIN�,�� \ � � � � i � �- ' � � i� c � i�i ��_�_i `� a� � � II � ✓ 1��=1��N) �PI� r " � i� i II I � ���i�T� u���� I�JC� �sl�u�°1=��� �� ��" _ :� I _ R�tL�11V� \ !8° n�� � - , C � .� __ - - _- � r•� ��il RE� ' I � - -, - - F! I i/V` ' F �� - � I , . I I� � � i ' Ij-��,,f�� �_ f_ �.II / ' - -\ -=- -\11 ._____ ��� ' LIIY � '1' ��IIII � r �� � \- _ _ _ _-_ � � - _--- — � � _� '�/ - -� i ��:�_ � - _ . - - - — . � - SITE 14 �B - --------- F--------___ PERMANENT I�vIP _CT I � � � - A N _ � — PUE PUE i � - � , PU E !� ` \ MECH. ^CLEARING� FILL IN NVETLANDS � TEMPORARY IMPACT I SURFACE WATER - � � n PreF��� hr PROJECT REPERENCE NO. SHEET NO. � � `. ` �� vzt�.S _ r ��� ,e T `I � ux5 c p H h Co�oii�a RNJ SHEET NO. � _ - yy ��,''� 160o r r rk o' e ROADWAY DESIGN HYDRAULICS , —� � A1 �� �e M II N rch C I' P156o ENGINEER ENGINEER �� �_�B ��� ,'� p x z�.,, a ;�, I 0 5 ' � �', ��, _ „ � 19 � � �� 1 L ��' �^ FPC DRUGSTORE ��I � " � E��.\ OUTPARCEL LLC REMO'VE R'�° IV` ,��.- �VE, � � RETAIN - I � , ,'` � � �� �'� � DOCUMENT NOT CONSIDERED FINAL �, UNLESS ALL SIGNATURES COMPLETED i��, SITE 14 1 _ �'� ���� „ . � _ -- `� ' � � � � ��' � ', oo' _ rn � ->- - ' 6 I � �A. � TEMPORARY IMPACT IN � � � �� _ suRFacE waTER � � �� � = 'PERMIT DRAWING �{ _�� �� ir , �� � I � J ���� �B SHEET 49 OF 53 �� — �� � j , ������ � �� EX SIGN EASEMEMT � �� PERMANENT IMPACT IN Ard� �BN79c�c EZQUFFER ��� �� �',"�"` 1� �i ��,� �� I� � r, ��,� ���� ����;�,� suRFacE wA-rER r��F �- ,��%�� �_;� i� ,, ������� ,� ���,,�ti �� - ENLARGEMENT i itii v � -; � , _ � � �;�,x ,� _ `� r; �� - - ���- � G �'- � _ IfJV � �UT �F3o5�" � �� � �� - � `� RETAI�N , � _ . -_ �� �' , � - -' I �i - ,\I / \ � � � ,� ` �� T r CLASS B RIP��� ���P s,� i,- , � 1 -. � � � � �,. � �, �� `��� � 5 � � � �� � �, � ��TOE PROTECTION �, � � �, iv1 i � 1= _ �� � a_.. ' � � � '� EST. 10 TONS CLASS B RIP RA�',,, i� � �': '� �,, � �'^ � � , �, ����, �F�ST 2�7 X GEOTEXTIL�Ei ,� RE1f�PlIN� u � __ - ��� / � � ��II �'i � C GI � F� � � �I� EE�� 1L` 33 � ,� � = - °-__ � ,, �'�� �' 1 PDE �> �' � ti����e��� � � �, , , — i� � = E �� �� ��BUFFEP, _ ��- - % _ -� �° _—� � / r I� i i I � � I �i ' - —�•� _ � ---- -- - —� _ / I � � I� �� 1 � - -- — _ -- ��- - � � , i REMOV � ��'i 1 i i � i' iA i ,.2G ,� , � - REkNd'�/� �F � �� � - , , , � h � .�JI� � 1�p1 � `1'' � � �� I — _ _ — — _ _ _ .�— _ _ _ _�./% — ` — — ' / 1{r � I� � O �y'� C�—� Y � 1 - I I I.: �. � �_. , � � — _ � � ��'' ���- � _ I _. '. � � - 1 i ' - — - i� -�1 ' — �� � 1 '/ 1 �_ � _ n _ . . . � -,� ,1-. � � � _ � _ 1` I _ _ _ , � I I — I � F•. � �- I F l � �'� CB -,�� �,,,- 4 R P IV Cg 24 `' ,� � � i i� �i�C� 1� _ �_�-- --- - ��- � � ��� RENIO�E � � � � � - � � ----- � ----- ��-�- �-F-i--i- i � ----- ----- - - -' �i � i i -� - RETAl� � _ -- - - - -- - - -- _ � s � -'� - -�- ^-� - �- - ! � — -- - - __, ,� �� . � ' - � - - � � � , - - - - �i � , �� , ,, ------------- ----- �` ' — W —�- -- i � i �� T y � �'� � ' -��- �' ~' --- RE- ----_------ �, - — - -- _ � �;r �. � � - r - - _ ` - - - - -- - � - - — -- -'- - - � - - � � � � - - o ' �'� ' -�-�- ------- -- �- -j� � -'� - a CL F i-'''' ' � ' r� � / �' �' �_ � � � ` �I I �, i � � ��` �� � - - 18" RCP-IV , � � % - ' � �I R��M VE ' „ � 1� „ CB;��' �� � ��� �. ''� � ��� � , C`� ---�, „� CB -� �� �� CB CB ��-IV _ � �� �� � ��; ,�'� � - � , �� � �B SITE 14 ___---- --, ��� � ,� �,���� � � �I ,� ; - ;� � _-- �_- � -- F ,ti �'�-,�� �� � � ��� �� E—�_ �� ,F�F'���� �'� -_ � -- -F ------ ti� � � �� �� � � � �, � ' I �� � I � ; , A i� i � � � % � \ ^'�' I � i / . � � _ � � r �C. � , I i � I ���� � � � � / ,O � 1 i - �I �� i E G�, `� " I , ;' � 1 1 '' �/ DENOTES IMPACTS IN� !� I �i rn � I � , / �� ��j SURFACE WATER �\ � �� CB C� � i I � � � � � �� ,�'� DENOTES TEMPORARY � i , �� � IMPACTS IN SURFACE WATE�i� ' - � _ � I, '� I , _ � CLASS B RIP RAP DENOTES FILL IN ��F � � � '� � X � � TOE PROTECTION F, �� E�� yyETLAND � � ���� ' '', ' � � � EST. 33 TONS CLASS B RIP RAP ��� �� � i ' �� '�i � z i � � EST. 74 SY GEOTEXTILE � i �, � � � SEE DETAIL 69 *� *� ��* DENOTCLEARING NIZED i ,', � n m � � Sia.=242+63 -L- RT � � * � I � � �, _ i ap Pad Outlet � �� � I � � Q10 = 7.3 cfs I Q Q � �� i '� ' i � � J�„ � �� � V10= 1.68 Ws C � � �i �I � � - -- - � � � d= 0.2 6 ft m � � I���-- - � � � � � � s= 6.3% �' � _ � / � n=0.079 REBECCA D FLOWERS I � ,'', �', u�Z.s o zs so _ / — / � �i � � , � — � — N 0 � r �� �� � ' / 106 PERCY FLOWERS STORE LLC i�„ , rl�� -- - ,i, �� ��- �������- , ������� � CAN CONr �'� �.�� - r> �i il �J � ��I _ ----� ------�� �/ � �L�S I ' � Mor� I -_ � � �,v� � i_ I� �,i ��,r.i � � -_ V „-I � � E 1�5r'' f�CP-IV CB TOE PROTECTION ( Not to Scale) �� FILL \\ 1 O ' � NATURAL —'� ��� ���� SLOPE GROUND d � GEOTEXTILE = 1 Ft. Type of Liner= B Rip-Rap FROM -L- STA.242+23 LT P✓I f i P��I VG�'_i t'� RETAIN <"�� C -P1 � ;_' E `u i / L_I�I � I II�I',' ��,�I� STING R/W ';P F �= �_-�`�i- ��-�R�' " RCP-IV B 15" RCP-IV - ,_-'„��EM(UVE, � _ �:;.,_, - --------_ _ � - -. ti - - - - - - - � - - - - - - - - - - - - - - - - - � - - � i �-- _.�_ -" _ p �� `r' � I ��� � ' �, _ _ � ,�;-, •_, -CI - - - -Ex sTini� e'�GI �i / , �- �, E , �i / � - -- - -- � ��, � z - I � -- ---- � , �; - `�� I _ � � � - - ; � I � � � / i� / : D� - STA. 242 + 50 LT - SPECIAL LATERAL V-DITCH � SEE DETAIL 101 1� IRETAIN ; � � � i,;, � �!, � _' i I �� ', = i E E � W -------- �F � F - -�� -�—I--HW � _� T � � � Ilr , � � ��� � B ; � � ` ,��REMOVE , SPECIAL LATERAL 'V' DITCH ( Not to Scple); � � ij ' � ,. Natural � 1 i' / Fill Ground �� 3•� ���0'�e� Slope � D � M�„ n- i F+ F�e{vrcd try � uu co.po,a��o� - Nann ca,or�o 1600 Permete.Park Drve , M 11 Nnnh C rolnn 2'l560 Natural _ Gro�� 3\� I FROM -L- STA. 254 � FROM -L- STA. 250+40 LT TO -L- STA.251+00 LT PROJECT REFERENCE NO. � 3ti!�C ILW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETE� R PERMIT DRAWING I08 SHEET 50 OF 53 107 REBECCA FLOWERS FIN � ENLARGEMENT REBECCA D FLOWERS E E - 2' SPECI L CUT BASE DITCH � SEE DE AIL 102 5 ECIAL CUT DITCH � S�E DETAIL 103 i -------- -------C--- I — — _ _ _ / — — — — — _ — _ _ _ � -- --- �-- �----- ---_ < ---- - � i ---- < — < ---- �----- EXISTING R/W _ _-_KtMUVt-� II. ��, �_ ���� � -, �- __ -� � � V - — _� � � � �------- - - -- -- -- --- ------ - - -- - - _ - - I�� r- � �� - - M � - - --- - - - - - — - - - o - - - _ M � , ��I �� -- ------� - -- . - - - - - ----- - - -�- _ ' _ � -- � - g - - - - - - 1 _ RCP IV - ��- ;'-' ---- F ----- ,_-,, I- � t ---- ------ -------- � ---------F ------ ------_____ _--_ _ -�. �' � ► - - - . ` j� � � �� � � � _ - , ��- � � r� � - t � -, �,-� - � � _ ,. � ,� ; � ; � � }� 1��'., - - - - - -- - - - - �_y�-' ��,ExisTi��"�iw , .� � � _� , r �,,., r,� , � ', �_ - _ - SITE 15 LPERMANENT IMPACT IN SURFACE WATER (POND) TEMPORARY IMPACT IN SURFACE WATER -PERMANENT IMPACT IN SURFACE WATER (POND) TEMPORARY IMPACT IN - SURFACE WATER 112 REBECCA D FLOWERS l=>i_i�',/; i �,'y; E - , _ , _ �l SITE 15 -PERMANENT IMPACT IN SURFACE WATER (POND) II4 REBECCA FLOWERS FINCH TEMPORARY IMPACT IN SURFACE WATER \ .,7" � - 'I SPECIAL CUT C RETAIN SEE DETAIL 10� � I �_ I' �DENOTES IMPACTS IN I SURFACE WATER (POND) � ,� DENOTES TEMPORARY � IMPACTS IN SURFACE WATER 1 zs ,2.s o 2s so 295 290 285 275 S ITE 14 - PRO F I LE VI EW ALO N G STRU CTU RE -2 00 -150 -100 -50 0 +50 � , ���� "' +100 +150 +200 0 , , PROJ. REFERENCE NO. SHEET NO. �� 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 � � W I _' _, 2 5 2 5 2 0 I 2 0 ozo ozo 2 5 I � 2 5 _ � � / � 3. 2 0 y�.z ,.�9 2 0 25 s.s�e.i --- --- 25 ��IT - I' 2 0 2 0 � I WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS 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) (tt) (ft) (ft) 1 -L- 25+86 - 28+54 54" Welded Steel Trenchless 0.06 0.05 0.03 0.01 < 0.01 213 87 2 -L- 49+17 - 49+52 54" Welded Steel Trenchless 0.02 < 0.01 108 4 3** -L- 59+70 - 61+36 Proposed Roadway Fill 0.07 0.04 4 -L- 63+47 - 64+93 Proposed Bridge 0.37 209 5 -L- 73+01 - 76+59 42" Welded Steel Trenchless/ Proposed Roadway Cut & Fill 0.02 0.02 0.01 0.04 < 0.01 523 14 5 -L- 73+01 - 76+59 Bank Stabilization Impact < 0.01 < 0.01 20 6 6 -L- 106+21 - 108+13 66" Welded Steel Trenchless 0.02 < 0.01 187 31 7 -L- 114+00 - 114+37 84" Welded Steel Trenchless 0.01 < 0.01 117 54 7 -L- 114+00 - 114+37 Bank Stabilization Impact < 0.01 < 0.01 25 3 8 -L- 134+89 - 136+96 72" Welded Steel Trenchless 0.03 0.06 0.04 0.03 < 0.01 320 66 9 -L- 156+48 - 157+51 54" Welded Steel Trenchless < 0.01 < 0.01 257 30 10A -L- 166+72 - 167+20 2@12'x12' RCBC 0.08 0.02 193 70 10B -L- 167+20 - 172+25 Channel Relocation 0.03 < 0.01 498 11 10B -L- 171+75 - 172+25 Bank Stabilization Impact < 0.01 < 0.01 11 20 11 -L- 201+66 - 202+26 Propsed Roadway Cut/Fill 0.04 < 0.01 12 -L- 229+74- 232+19 Propsed Roadway Cut/Fill 0.35 0.02 0.06 13 -L- 238+26- 238+45 24" RCP-IV < 0.01 < 0.01 14 -L- 241+84 - 243+18 66" Welded Steel Trenchless / Proposed Roadway Cut & Fill 0.11 0.01 < 0.01 < 0.01 72 20 15 -L- 248+70 - 252+00 18", 24", 3 x 36" RCP-IV, 15" Pipes to Pond < 0.01 0.03 TOTALS*: 0.68 0.16 0.19 0.27 0.45 2544 624 0 "Rounded totals are sum of actual impacts NOTES: '`* - Isolated Wetland Bridge Pier Permanent Impact Area (Not included in above quanitites) = 159 Sq. ft(Ten 4.5 ft. diameter piers) 2016 09 09 SIIIII[ S9IIIIII� IA Ffyl� It�5III4 fyL� SF3II[III�Q 0 � w c� �o �a 3N Z w J jJ / �, � /0�� � 7 " S US NE55 rLrl l'Lf11�(J BEGIN CONSTRI -Y9- STA.11+73 BEGIN CONSTRUCTIO� -Y7- STA. 15+00.00 BEGIN CONSTRUCTION -Y6- STA.10 + 60.00 � � � ��n O � m r �� END BRIDGE r� �' �� -L- STA. 66+07.5+/- u'�' w �Z BEGIN BRIDGE � � N -L- STA. 62 + 32.5 +/- r j ����� �� ����� �������� ���I[�II�1� �IF I�I��I�[��1�� JoH�sTo� cou�� BUFFER DRAWING SHEET 1 OF 9 LOCATI011t: 111C 42 FROM SR 1902 (GLE11t LAUREL RD) TO SR 1003 (B UFFALO RD) TYPE OF WORK: GRADI11lG, PAVIIVG, STRUCTURES, DRAI11lAGE A111D SIG11tALS BEGIN CONSTRUCTION " -Y13- STA.14 + 83.74 BEGIN CONSTRUCTION BEGIN CONSTRUCTION -Y12B- STA. 10+41.28 -YlOA- STA. 11 +10.00 BEGIN CONSTRUCTION � BEGIN CONSTRUCTION � -Y12A- STA.12+25.00 d -Y10� STA.11+70.00 BEGIN CONSTRUCTION �'•.� W u Z -Y12- STA. 11+31.46 �� Z BEGIN CONSTRUCTION � � � -YIOG STA. 12+05.00 � �ri� � � y � y 0 aD S,��'� c � F a, Z � � jR�,Y � � z 3 W °u c�F >o V �� Q� � SITE 5 RQ � �� �� � 19 w� Z �� � OM END CULVERT �� � �� � � \ p� 767+14.99 fi � Z � ���i, �`" BEGIN CULVERT � i `� ' m-SITE 4 166+9�- ` �� � a '� SITE 3 � o � � � 5 y I � r � �, o � � i� \ i ��' I - �G 42� � �� � I � � � � Z � p� � SITE 2 Z Q W W } 1 � Z QO W � / m W z o m � % oo � x0 � Q u, % } (� �� O Z / o � 3 j END CONSTRUCTION y ��.N��M�SS r } -YS- STA.11+30.00 � j�w - _ -- _..- -- �---..__._.. -Y4- STA. 72+75.00 -YS- STA. 14+22.00 BEGIN TIP PROJECT R-3825B —L— STA. 16 + 00.00 � � �-,( � END �O RUCTION } Z -Yll- STA.11+37J5 0 Q � w Z � END CONSTRUCTION } -Y10- STA.11+11.65 � NC 42 � � r' � w � u w � END CONSTRUCTION < V (� -DRI- STA.11+45.00 W J � Q � i Z Q � U � ? END CONSTRUCTION Q -Y11A- STA. 72+85.00 } i END CONSTRUCTION -Y17B- STA.11+ 76.00 Q Z � > m Y d � � Z O 0 V } IEND CONSTRUCTION � O �., 0 p LLo m mN J � d `'' \ Z 1 r END CONSTRUCTION -Y13- STA. 35+70.00 � TO NC 96 �� -Yl l C- STA. 12 + 17.42 BUFFER IMPACTS PERMIT A PORTION OF THIS PROJECT IS WITHIIY THE MUNICIPAL BOUNDARIES OF THE TOWN OF CLAYTON THERE IS NO CONTROL OF ACCESS O1V THIS PROJECT EXCEPT AS SHOWN ON PLANS dI�TC'c�b^il�]L]E"J[']C ]Pb,.�N� A DESIGN EXCEPTION IS REQUIRED FOR MAXIMUM GRADE. oo Nar USE FOR n:t�w ACOUISITION DOCUMENT NOT CONSIDERED FINAL CI.EARING ON THIS PROJECT WILL BE PERFORMED UNLESS ALL SIGNATURES COMPLETEO TO THE LIMITS ESTABLISHED BY NCDOT METHOD III. GRAPHIC SCALES DESIGN DATA PROJECT LENGTH P�e��� � HYDRAULICS E1�GINEER ADT 2015 = 19,000 �S 50 25 0 50 100 ADT 2040 = 3 0400 Uft5 Corpom�ion - North Carolina �� G90G�yy 1600 Pa�imafer Park Drive � � K= 9/o LENGTH ROADWAY TIP PROJECT R-3825B = 4.503 MILES Monizville, North Carolina z�56o �� �g�\ D = 65°/a ,��E�,o�,.,aw�. �� �o PLANS T= 6% * LENGTH STRUCTURE TIP PROJECT R-38256 = 0.071 MILES �� � � 2012 STANDARD SPECIFICAT/ONS ED EDEIYS, P.E. P�� o �-( 7D 50 25 0 50 loo V= 60 MPH SIGNATURE: q « * o o TOTAL LENGTH OF TIP PROJECT R-38256 = 4.574 MILES PROJECT ENGINEER � (1TST /o + DUAL /o) RIGHT OF WAY DATE: ROADWAY DESIGN ENGINEER ��\ � PROFILE (HORIZONTAL) FUNC. CLA55= RURAL SEPTEMBER 8,2016 �vIN VA1v METRE,P.E. � 1Q'� 10 5 0 l0 zp MINOR ARTERIAL PROJECT DESIGN ENGINEF.R �p �� pp�����Q REGIONAL TIER LETTING DATE: DESIGN EXCEPTION AUGUST 21 2018 GARY R. LOVERING, P.E. � PROJECT ENGINEER P�• PROFILE (VERTICAL) (GRADE) NCDOT ROADWAY DESIGN s,c,vAru,�: N Z � N � K C L(� �S LI N �n 0 m C a� t p w � � � W (L � : m¢ 25•00 �,,'/': '?;k MITIGABLE IMPACTS ZONE 2 MITIGABLE IMPACTS ZONE i 3O`OO PreF4�rcr1 (y� � URS Corporotian - Nanh Coralina 1600 Perimeler Park Drive Morrisnlle, North Carolina ]]560 BUFFER DRAWING SHEET 2 OF 9 PROJECT REFERENCE NO. R-3825C ILW SHEEf NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 35•00 I B I d=2 F. '� B Min. D=7.5. Ft. 6=5 FI. Min. D=2 Ft. Moz. d=1.5 Ft. iype af Llner= Closs B Ri�Rap Max. d=2 Ff. TYPe ofLiner= PSRM B=7 R. 8=4 Ft. FROM -L- STA, 24+15 RT TO -L- STA. 25+00 RT Type of Liner= Closs I Rip-Rap FROM -L- STA. 17+50 LT TO -L- STA. 25+50 LT FROM -L- STA. 27+15 RT TO -L- STA. 29+00 RT FROM -L- STA.27+50 LT TO -L- STA.28+35 Li DETAIL 3 DETAII 4 DETAIL 5 DETAIL b LATERAL BASE DITCH TpE PROTECTION STANDARD BASE DITCH i noi io s�ale� / � Ho� io kaie� Hs� I nm �o s�alel o SPECIAL CUT DITCH b � ��\o rv � n � 1 No� m S�de� / Go� o/ �oPe ournl u I ural I� ��tl b �'`F`�S Ground 4;1 p\ Ground Ground d 3:1 p 3�� I 1"h�. \ I / d D Grownd �l b/ d ��/ � B B Min. D=1.5 F1. d Min. D=2 F. d= 1 Ff. Mor. d=1.5 Ft. Min. D=1 Ft. Mox.d-2 F. b= 6 FI. 8-6 H. 8-6 Ft. Type o(Liner= P50.M Mor d=1 Ft. ol L'iner- Closs I Ri Ro �'-' F�_ TYPe of Linxr- Closs B Rip-Rap �Type of Liner- Closs I R-i�Rap 9 -� STA. 32 a-28 RT TVPe p- p - - FROM -L- STA. 31 + 0 RT TO l- FROM -L- STA.24--10 RT TO -L- STA. 27-OS RT FROM -L- STA. 25+50 LT i0 -L- STA.27r50 LT FROM -L- STA.32+16 RT TO -L- STA.32+28 RT CST. 80 TONS CLA55 I RIP R.4P, E5T DOE 101 GY, EST.134 SY GEOTEXTILE -� GI 5 — am- S=Ditch Slope L -L- STA. 32+49 RT DETAIL 19 BERM DITCH � Noi io Scnla� Z O¢ '�4 N s.o� i3s� s.a� V 9 0' � P ia.0'vC. 3�� ��P d Min. D=1_5 F�. Type of Liner= CL45S B RIP RAP Mo.. d=1.0 F�. FROM -L- STA. 34-F50 RT TO -L- STA. 38:00 RT 50 25 0 50 100 c � �� „ �:� ;" 0 n C � c n w � C� w � _ o� � L. m= �r'r ,� MITIGABLE IMPACTS ZONE 2 �ALLOWABLE IMPACTS ZONE 1 I ������ �����\\\\\�� I [�`� ALLOWABLE IMPACTS ZONE 2II / [ �� I I c — ,o i_.] I I II i I� I% ' 1� � { .. I-- l,l�/ j �� �� C f� I II � o � J a rr��irr, v� YKVltll IitttKtNlt NV. �Flttl NV. � /1�j"��� .-� uxs co.po.ara� Nanh Ca�olina RM� SHEET NO. 1600 P me� P k Drve ROADWAY DESIGN HYDRAULICS N, II Horch C olino 31560 ENGINEER ENGINEER p DETAIL 23c LATERAL BASE DITCH I� ���C' _ r FROM -Yb- STA. 11+78 lT TO -Yb- STA.12+50 lT N �No�io S�ale� _,,.- l 0� j� 6 { � ' Nmuml J, I r-- I� F �� / I � Y3-139 1 � ero��e d s.., o sz` ,,r siooe _,I � Q GEOTE%iILE =- g MnD-2.5 FI. '�'TI I II�� ,I � F Z Mo..d=ssr,. DOCUMENTNOTGONSIDEREDFINAL I I \ e=a w. UNLESS ALL SIGNATURES COMPLETED I� i I -- . ��� � ._ ,, r Type ol L'ner= Closs I Rip-Rap 6-3-5 Ff. '� -- A � �� �'---� ���-�� FROM L STA. 73+03 RT TO -L- STA. 75+97 RT � I �y � � �_ � DETAIL 22 � � I � n� / '� .��. \ STANDARD BASE DITCH DETAIL 108 � I I-� CP��� F�/�.-,\ 3\NC�� iNa+ios�oi�i DECKDRAIN DISSIPATORPAD C ti --� 3b' ' / T 1- \ e`'�'\'9p,q� \ Noi�rol al 1�oe �o scalel 7 - CGR \ � G���d '��3� .��� !Ir _ � Gmvnd 2 `—��T f VI I� _ i 42'�R m �{U P�C \� � d� � —7 I� I f _ f� ,' _ __ R \ 5 FT }' II }�f GaomMle—" B M'n D=1A k. $-= � % � I II� ' Max. d=1 Ft. / � / j� � I il � I �i (� DIb51PAT0R J PIaN V EW r ' R -WM1en B�s .: 6.0' B 2 F. PAD EST.11 TONS C}�. S 8 RIP RAP—� . '-�� r�-, =? . . '+ ' . NOTE. CENTER PAD OIRECfLY BEIOW OECK ORnINS EST.28 SY GE��1�/EX ILE ' il '�-� ���=-� Type ofa�er= Closs B R��p-Rap /' DETAIL 12 , � 70E PROTECTION �N, ok,,,i DETAIL 26 ap � I SPEGIAL CUT DITCH ,L.� �F,F � �Noflo Scolej � �.ko��o e� - F,o�� � 6 Nm / ,�3'/ s �o'n�n � � /d Gro ' .",7.��F�Ha�L� Slope a�=1 FL fiu o� d ° �se�:.o \ b Fi. sioeE Min. D=1_5 F. Type ofLiner= PSRM Type o�1 - PSRM Mas d=1,5 H. FROM -Yb- STA. 11 -i� 00 RT TO -Y6- STA. 14 '- 00 T FROM -- STA.14*56 LT TO -Y6- STA. 15+00 LT DETAIL 25 _ RIP RAP AT EMBANKMENT �„o,,, s�a� i M ch b bp o! � � DETAIL 27 2 F�� �°e �Se� SPEQAL CUT DITCH j'mn � D il]3) �No��o Smlc) � � c,�de i.om� � ��` ; N �i � ss r�n� � � � � °` o�mr ��]]] G ���d ..z\� 3F�H°�L�a siopo I} .., .......�i \Se��o�� (f '—GEOTEXTIIE Se � Type of Liner EST. 9 TONS, CL I Rip-Rup M�n. D I 5 Ft. . Geoiex� le - 21 z W FROM L STA 73+45 RT TO -L- STA. 73+60 RT �'� / FR -Yb- STA.14-00 LT TO -Y6- STA i4 56 LTr,' �o �� 65�00 � ! / ` �� � � , -w � +07.83 T � �. � � � ��� . VII�III/1� V�IIi11111�1 VII'IJ'i/���I� 7�IIf!!/��ilTf : • . (UI/11 �If�1�1 � IIO'111 _!� e�bs_,��Il�llil ■ I�10 ��/1��6'�I ��d'!lli�� ,��i�'�i����� fJ�li�i�il � �I����I�j ����i �i�;�i�i� � �������V�� ���i���'�tl rpT�l�l ', ���1� � 1171y��1'� ! ry'111�1��'��9 ]I/���i'e`ao� �r;�nr�i�� � �:::v:,�.�-� � V � � � PUE PUE SITE 4 � ' � �� � � �� --- �� _�-� ---- � % � fi f - ------- �--- �- -- 5" IMONOLITHIC ISLAND J �Sf. 1'-2" PEDESTRIAN BARRIER RAIL 3U7 TONS CLASS II RIP RAP, 2Ff THICK � W / DECK DRAIN DISSIP O�t � ��,I, K SEE DETAIL 108 / i � W SITE 4 R � --�\ 'SS GRANTED FOR ORW3 iY OWNER WILL 6E RESPONSIBLE RELOCATION 8 INSTALLATION OF GA7E TROL OF AGCE55 IS NOT FENCED THIS PROJECT IR�825BI � / ES � 2 TON �� /I E I�.7 SY � � � �� � � � L�3 � �i� , � FROM -L- STA.68i-54 RT TO -L- STA.69-20 RT GRouND� I / i� � I � EST. 31 TONS CLP.55 8 RIPRAP, EST. DDE 37 CV, \ /{ � / s i.i( _ I � 2' SPECIAL CUT BASE DITCH EST. 69 SY GEOTE%TILE � �—y� \ � -1 ���' m w/C1A55 B RIP RAP �Toe veorecrioN - i � DETAIL 29 � -T /.��� I 7 _ I � SEE DETAIL 28 � m SEE DEfAIL I2 I �3 � - 93 SY PSRM �EOTEMIIE —/ I.o' FOR INCIDENTAL �' FALSE SUMP J LOW AREAS AGAINST � I pl I �No�+o S�ai:� Type o�u�er ia TONSF CLVB x�n�ap / FILL SLOPE � I i A Georex�le= 33sy Outside Ditch z_o� FROM -L- STA. 65+20RT TO STA.65-60RT r�a ��t�`o.� zo:� � � � / ��Y �..I I I C GI n � --5— BUFFER DRAWING � � � � �� � , n S=Ditch Slope � Proposed Ditch � � � �� � � � I I -Y6- STA, 14+25 LT 9 �;i I DETAIL 24 � �� �aiew,t sn5e oiTCH DETAIL 709 'P I w'I A i No� �o s�ai�i . mSPECIAL CUT 'V' DITCH 6 pIPE iNtEr cnnuNE� �. wrGRASS No1u�� � � /� I Fill Natro Scale 1 1 ' I - _ EE DETAIL 27 �7. . . _ � c.o��d . �� . I r-I- �� d � p i r,. sione u.�� ly �- "-�^wov �.e�' ",ound m ` f � ��''� � EST.S ONS�LASS B RIP RAP�� _ 1� �� � e Mm D 1.5 FL �'""o� E.s"' � d EST. 1�Y GE TE%TILE W I..� . i ��uFS � � Ma. a- �-s FL . B 4 Ft. � �-RE/�AOV J b=5 F�. �� � Lengih-15 fl. I o,�o Ei W� 4 Type o( Liner- PSRM - T fB n d oTopo ak .� I FROM -L- STA. 73+10 LT TO -L- STA. 75+00 LT .- \__ � �I �i� Est - 75 Tons of Class B Rip-Rap � ��I I T,_ ,.� SPECIAL CUT 'V' DITCH _ FROM STA. 73 i-00 LT TO STA.73+20 LT �� i �� ��� E�DETAIL26 � -�- I 15 70�00 75�00 y � i S� �, � � n sr� rE �� ��i �� _ BY3-140 vsw�n i� ' so 00 �-_ I �� y � �' I � �� e� I 4' LATER4L BASE DITCH QJ I l r � EST. 2 TONS CLA$S� D ftIP RAP ��I j /� ��i II .- II w/PSRM EST:!7 SY GEO7�XTILE r. I � SEE DETAIL 24 / i/ ' � 4PP OACH SLAB �/ _ - I � � _ � BEGIN� SBG QJ "�� �� I I' EST. 15 TONS CLA55 B RIP RAP -- E D BRIDGE � _�/ 1. �', I � ���' �� � �.� see oera� io9 �� i � � A iI E� � / k I i \ �- ' �:.� � \ ���r.TiiF �I-. �� � . _'' � l ' _ ' � . _., -�.- i � I ,'-, � r ,� a L'-I 9 � ` �� _ Ji ° � � �� � p E � �.. .� ����� �� � `- ��� ��� � � � • E F f�� ��: ' :, � #)F:` i ^ � � I ' I - � � --` � �L� C. � ❑ �---� �I :al i � �, ��I - ��. � \ r _�-l. "j \ K �-Fl I �n -� $.����- E E�E— � ..� . .. � C , - ,. .; `. � I - x „� - - f C .. -- ._ \ _ -`' - — - - - — E -�-`�' : � _ _ I � _ - - _ _ - - - _ ��S,�N� R�w � , / � i , _ - -_ _ — ----__ � _ _ -, _ az �, _ � i �� r�iN - ��„ � - `� � I� � _.. ERD BG '/ IS �F �L-JS — FL GYt"2� PL GI � -^. - - � ` I _ _ -_ ,= - - /ii - - - - - � I, --r - - - _ -- ---- ------ � - - - - - - L- - =m - - - - - - / � � .�REklOYE _ „rREMOVE , . -.� =.- �'� I:�-REMOVE -- - --- _ - - - - � � --- - - - - --- - - — - - a v, µ _�� - ��-- - --- - �, , � � , r- F 1 I . , � _ • � �� �. � I � . �+ .. JB w/MH DI 15'= C -Vi - -9 C& ' ` , , G I . _:�- � , _���REMAVE,-:... - — - . .. .. - ' 1 FL GR 7GI � .�_ -, _. ,`�:, i _.. , � - '-' � �.-. �, - Z �. ! _.-,. i Exisnrvc ai �+ � ,.-' -�. � , �:.- Ewsrmr, a.w = �� _ _�. .. FL G 2GI . I -.,. _"�_� -REF1pVE�r� � . � m � i _�. .__ .. _ _ _ .W _ - - _ _ - - - - - _ - I _ _ - . p 15" RCP-IV o � I� li, GIN SBG BARRIER RAIL END SBG '� I'i 1._� I ��� I�/ _ 5' MONQLITHIC ISLAND GRAU 350 TYPE ' T - �n . -' +38J5 LAT_� � ` �-% ND PED I I -. � I 8-77/ \� � �� - -- __�------_ � I r--- � / �� i � +64.22 BEG N '\ f�\\ V'_;_ .- '. / / // / .,-� BEGIN NOIS��LI/ \ _ � �. � _ SO' CURB TRANS_ _ F � � �`'3 w.�r._- - ` � � / ,`r�m�� � ' ' / � � � �, � i . : .. _� . w � '� � —- _,_ A A � .- - , � ' � -� - EST. 20 TONS CL I RIP I'tgf - �- � . —� , ` , i ,_ F _ -. .� - .__.. . .. �.-,- � � F _ . . � '- E5T.39 SY GEOTEXTILEF \ /`l',:. QO _ J' � � � aa�sa-,v—,r�E � C �� � �,,,_. E � s�._o �, ; �� � W MATCH DITCH INVERT � r`W L . / � \ 40 j ty . .. TO STREAM INVCRT � �'� -- L - $'CLASS B RIP RAP - N 85"22 25" E , AIe.� �� �� OUTFALL ANALYSIS D' ��.-= " 4 LATERAL �; S G E O T E X T I L E R I P R A P R A P A T E M B A N K M E N T--' BASE DITCH ' �� � ��� .%�� �2' STANDARD BASE DITCH SEE DETAIL 25 wiCLASS I RIP RAP "'m� UTILITY OWNER TO �� Q�� ���iii w/CV+SS e RIP RnP SEE D50 25 0 50 100 PROVIDE GATE �@, SEE DETAIL 22 � ,a eo _ _ QOF,,�/� EST 3�TON5 CLASS B RIP ftAP I z l � �� l/ '. EST.10 SY GEOTEXTILE `" Z � z `� DETAIL 38 DETAIL 4� DETAIL 43 DETAIL 44 DETAIL 45 DETAIL 47 P��aa,ea rn- reaea eeFeaeNce No. '� SPECIAL LATERAL 'V' pITCH LATERAL BASE DI H LATERP.L 'V' DITCH SPECIAL NT DITCH i �ruoiro 5�oio� No�m S�am� I�orio 5<alel BERM DITCH SPECIAL I..4TERP,L eASE DITCH Fi-,S� ��E � � No� �0 5<010� Z � W � No� 10 5<ole� �� � Nof to $cale� ai 6 /1,' ./ � . o„� � Y £ / WW SHEET NO. \ y /� p����� /� URS C p o N h Caralina Naluwl b� Sope N 5.0' I 90' Nolu�al �_ Fill 1600 P me P k Orve I / `�- ROADWAY DESIGN -Fll 3 . �.. `FJI Nawml j I�� �fill � NoNra A�e� Slopx G�ound '� D�4 � � n Slope Gmund J. � � 1"rF� Gro�ntl �. G�ound 3�� p b�� Slo e � Gro�nd -�.�� F�o � o �.. '�/ - Slape -;\ p/ 6.� �� � 7 rc M II N nh C I a 2I560 ENGINEER e d � Georexl�e-' B M.� lA Ft. (/ Mn.D- 1.5 FI. '- � O 6 5.0 F. i Min. D= 1.0 F. . to0 vC 3� D3� Min. D= 1.5 Ft. (�f Geo�ev�ileJ Mos. = 1.0 FI. � - B= 2.0 Ft. nnin. o= 1.0 F�. •wnoo e�: - a.a� 9= .o Fl. FROM -L- STA. 108+50 LT TO -L- STA. 110+00 LT iy�,e of Liner= Class B Ri�.Rop Mox. d= 1_0 r+. 6= 5 o Fi. FROM -L- STA. 106+28 LT TO -L- STA. 108+50 LT �` Min. D= 1.0 Ft. FROM -L- STA. 113+50 LT TO -L- STA. 114 i�30 LT � Type o( Liner= Closs I Rip-Rap �i � � C7 CC i ❑1 n : q O O C N E � w � F- � fL W C� � � FROM -L- STA.100+00 LT TO -L- STA.1�2+40 LT FROM -L- STA.706-I-00 LT TO -L- ST . lOG i�25 lT BUFFER DRAWING =°'"3'aW 95.56'� SHEET 4 OF 9 II I J �, I1I f' � �= UE-' - SPEC ��l FROM -L- STA.103+50 RT TO -L- STA.104+20 RT Q DETAIL 49 Q DETAIL 48 BERM BASE DITCH Z SPECIAL CUT V-DITCH I�oT ro sca�e� �Ho��o s�ei-i � n DETAIL 50 �From I~�I BERM 'V'DITCH Dii<M1 (.�poV^ � 3\ � �Nollo S�ale) Noi��ol � b'�/ Slope Gr d J;) p \ROWY � h ' Graund 3;� �-�-y ��� / � � � Nalurul � � I � Min. D= 1.5 Ft. {�.� �-'�. 3.1 � 3.� � Min. D= 1.0 Ft. ):�o�d � aowr-I B= 2.0 Ft ,, j�-- �me.�n'ie� ,q\� � FROM -L- STA. 111+50 LT TO -L- STA.713+50 LT 6= 5.0 Ft. Min. D=1.0 Ft. Mox. d=1.a Ft.' J_ 6=5.0 F. FROM l$TA 110+00 LT TO L$TA 114-� 00 LT Type of Linvr= CL B Ri�, Rop ' I �� FROM -�L- STA. 104+20 RT TO -L- STA. 104+50 RT FROM -L- STA. 704+50 RT TO -L- STA.705-50 RT g FROM -L- STA. 105+50 RT TO -L- STA.105+00 RT BERM DITGH GRADE j7� ��i��ii DETAIL 51 SPECIAL NT V-D�TCH N84'1�'16'E 13-7.I5' � �� 'tis Na Irvo��o5wle� '�_Front 6 � C, 3e N 84"IB"44" E 9p ��9a 1 � i� ��oVo ?- . II 114.91' �O� 'o` vI A'/ Ey G,o���2.� p � �� I I I � /OC�oo \ I Min. D= 1 Ft. �I E I� II � `l GRPSS SWqLF DAin � ��� Dn= o.s� nc o��.j, FROM -L- STA.111+50 RT TO -L- STA.712+25 RT ' ���I�� � - I p� MITIGABLE IMPACTS ZONE 1 ?�REQ _ o� �'�}'(y�y�s � I �' 1 REMOVE ,, `�, I II � �' E%IST.CB � '��'�II I III-"��� RE�FAIN \ i II I�S:.r � \\ II It.i�. INSTALL DI ON-, \ �7 I��- I VA � E EXISTING 30" RCP \ � �y � �1 I \ � \ \ �� � BY6-144 a�INSTALI CB ON II � � m EXISTING 30" RC � S CB I � i\, II AI � .-pEM VE 47 I.F , � " � I CB I _ _ o � c� �F�.':=� "�� E��� oR.an�� cv�<r �o. � -,. � �. .EX�57. CB, '"_... ...,., v DI 2,_6„ I�: �� 18„ R� -'-� . SEE DETAIL 38 C8G II I I ., � CAT 1 2' BASE LATERAL DITGH W�CL I RIP RAP S�E DETAIL 42 PVE� B� I � [ / �� � rreo.= zoo Fr I � Q2= I.5 CFS MITIGABLE IMPACTS ZONE 2 D1 o9�YFF1 p10 19 CFS 10 I 29 FPS en�e � So Fi� E / 4 58• STA.-L- 117+50 LT TO 113+50 lT �,� 5;L5��� 6 S}9 E �0 I SHEEf NO. HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TIE BERM BZ I -LATERAL V-DITCH o��41\�"F SPECIAL LATERAL '.�-_ .� V. �"�. � SEE DETAIL 43 �'� 9g6�' �,BASE DITCH `� S� � '� , SPECIAL CUT DITCH .�' SEE DETAIL 47 X ��� � I �� � N 84"17'17" E E7.Z'EST.2 TONS CLA55 B RIP RP,P;� SEE DETAIL 44 SPECIAL CUT - �: � � ��' ' T. SY GEOTE%TILE , 2 BASE BERM DITCH \ �� DC�E- �` DUE�--��-DUE, SFE DETAIL 49 SEk,DETAIL 48 - _ ,- - �� `- � � - �, E � T �U ' � >��_ � �, �� _ '-,:c-. �DV � ; • ��rog_ � � E �� PDE � PDE 6 °� � -�L_� � � PDE s pDE �.'� �� . , ��F i � _ /n\ � - _- I DUE � � �.�� �-�yEJ��� I�� �� -�� �CBG FLGR.2GI '.°° nirv i� eir tjL-�'�R.2GI JBlNiSSA.q 2.59' R�W - - ' �-= .. TO [IP / � -� - - - -- -- - -- -- _ -_�-_ - -_ _ -_ __ _ -- - 1'-6"-C&G ____ - . . -_ _-_-- .. -_ - - - CONC. BARRIER _� �w,u sso c.�a���a�i r, R;w _ � ' �F � UF. _ ,- � - . � �DUC- I il II � � .•,` 2' BASE LATERAIL DRCH I WiCL I RIP RAP I SEE DETAIL 52 II- 2' STANDARD BASE DITCH WiCL I RIP RAP SEE DETAIL 39 7W �__- BD( DUE o � �� i'' . L BERM DITCH � � -.� SEE DEfAIL 45 "- ��m �� 9� ` ^ a�w 76"28��� \ +\5't"�G 125.38' \ S \ 92O Q / / DETAIL 39 �� � STANDARD BASE DITCH � No� �0 5colel G�roi ound 3�� D n�� Gro�nd d G a�exnlc -� � Min. D= 1.5 k. w,��� e-. 6.0' Max. d= I.5 Ft. Type ol L Cluss I Rip-Rap B- 2.0 Ft. E��.38 T CI IRp Rop Es�.65 SY Geotoxlile. Est. DDE 18 CY fROM -l- STA. 100+95 RT TO -L- STA. 101+30 RT � --____ =_c-_B�fl �_'=1-1-= F :;, �iNc aiw -LL- �,_6„ C&G ^c: -.. . .,.-� ....:- CONC. BARRIER " � � . ;: � �,� . i i , . r.,. ' „� �- ,.� � . ., �s r�. on. ��i � r�. �a. z�i _ i5 n�r-���� �5 � rc�r-rv ��. _�c ., F ,- ; � .-.. , ,. _,_ ���cL60� ylc.t'i�'$ F ��•�E --:,,.s p �W 2i.7�' . T,f � � ��RCMO �� ELSOW 15 . -�� [ r vc ai= _� RiW -� Tp R/ - - C _ � - -,-�//� "''x'y, �?� T60' FJP � 0.;8' EI� � ,�_ � g] 5 . � � . . -�2 � , X�' ! , : R ---- c I _ � ---- - v . �- `' �O I2G1-A� � 3p \\ , -. - .' _ " .j � . -�DUE DUE Sp �� '� QUE _ PUE PU PUE �11E . DUE-L+,� . pUE ' 1' DUE I - -_-. _ � �.v� - - - � � saean� cur �� _ -- �'�. �1 a�� _ Q�'3'� �. � I NOISE 9"/AL v-DITCH� , F +68 25 47 5"�-RT SEE D6LA'IL 51 � �_ �9ERN� dITCH W/� '--- � �D�E ,�__ BEGIN�_50: 7APER 3 /�1ry -_ CL B RIP RAP - � -- -� - . gl � 1 i ' SEE DEfAIL 46 ��'N�' CL B RIP RAP �'� \ T- � l � END NOISE WALL TOE PROTECTION I - " 7A. 112+78.25 44.92' RT - -' - SEE DETAIL 53 STANDARD 3' BASE DITCH - � ' � � \ � -_ / / . �'� W/CL I RIP RAP �\ 155.3I � ` "" BERM DITCH W/CL B RIP RA� w; SEE DETAII 54 1 S 21"02'76 E / -� �yN SEE DETAIL SO � �j, _ / � ppNn EST_ 48 TONS CL45S I RIP RAP-� -BERM DITCH W/CL B RIP RAP~ I'' �" S E E D E T A I L 4 6 EST.89 SY GEOTEXTILE 2 TONS CL 55 B RIP RAP E T^. 7 SY GEOT TILE E%ISiING fl�W `u s o S 82"49'34' W /'. _ -�- -= n� � 3r9.92' / F � _� o0 n � DETAIL 52 �o- LATERAL BASE DITCH ,� I � Noi to S�ols� / � I �./ � GPA55 SWALE DATA GRA55 SWALE DATA� G�ound 3,-� T � Fill �I d �D 3� �"h� Slope DR= 0.55 AC �w= 0.23 AC SLOPE= OOle,n= 0.035 SLOPE- 0005,n= 0.035 L REO.= Si R L REQ.= 55 FT GEOTE%iILE-� g L PRO.= JS Ff I L PRO = ]00 Ff Min.D= 1.5 F. 02= tn CFS Q2- o.3a CF5 Man. d- I.5 FI. V]= 1.I1 FPS 3= 0.94 FPS ` D]= 040 Ff Dl= 0.]5 FT 'Wnan 0;: < 6.a' 8- i-0 Ft- 010= o.a4 CFS 010= I.8 CFS y�0= 098 FPS Type of Liner= Class I Rip-Rap 6= 5.0 Ft. �a= ��8 FPS DIO= 03) Ff D10= �.44 Ff 55=4,1 FROM -L- STA.101+08 RT TO -L- STA.101+50 RT SS,T_qj 55`�,2.t ��� STA.-L-�109+50 RT TO 111+50 RT STA.-L- 111+50 RT TO 112+25 RT DETAIL 5� DETAIL 53 DETAIL 54 DETAIL 41 FALSE SUMP �� STANDARD BASE DITCH L47ERAL BASE DITCH �Naiio s�ai,l TOE PROTECTION �Noi�o saniel � Nm o scu el �. ( No� �o sw�e� N j' r+a��ra o��m b Oufside Ditch / ylZ.o'� �N� �\ p�A •-Fai Gro��d 3� D .��.- G�a�+d Nm�ral Troific F�ow �.\ 20:1 j S� siore d Gro�nd d�:3�1 D ,� ��� S�lopo , GI GROUwo � F� ' Geo+e++le � 8 Min. D= 1.5 F1. �� GEOTk%iILE� g �5- nlc '-GEOLEMTILE Mox.d= 1.5 F�. Min.D=1_0 F. d= I.0 F�- •wne� B:.. ao B= 3.0 Ft. $� 25 � Max. d=1.0 Ft. S=Ditch Slope �} Proposed Ditch - � 'v+1+en B�s � 60' 8-2.0 FI. $TA.-L- 103a-74 RT iype ofti.er- Clnss e R-p-Rop ?ype oFLner Clasz I Rip -0.ap b=5.0 FI. STA. -L- 1061- 24 RT Est 25 Tons Class I R p Rop 1YPe of liner- Cl 6 R'�p-Rap STA.-L- 112+A8 RT FROM -L- STA. 106��F00 RT TO -l- STA. 109-50 RT Es�.45 SY Geotexlle. Es1. DDE 20 CY �� �a+]n RT in -i- CTn 1n1+nR Ri cTe i_ in���n vT FROM -L- STA.107+70 RT TO -L- STA.708+00 RT $0 100 � � z � �i � � .� LC 1 � n : q O O C N E C w � F- � �L w � � � � S I � T'i \ DETAIL 63 LP.TERAL BASE DITCH �N��toSmie) .��� b -y i � I�� ` G�ound 3:/ p �y� I"�f. �� `Fill \ sioce I.. I Min. D=1.5 FI. �=-� B=3.0 FI. 6=50 F1. FROM -L- STA.136+00 LT TO -L- STA.136�85 LT FROM -L- STA.135+35 RT TO -L- STA.136+80 RT � zao��y6'W,'o� DETAIL 62 �j� ge `' '? � FALSE SUMP ( Nor to Swle� o� �� `, Outside Ditch ;.5.9�2�� � Tra�cFlow _ JO. �I I' 5 � � ' �\,�I 2' I_ oy 2 ryN \ � GI t S - etc. y. �� 5�g�� ���; S=Difch Slope 4 Proposed Ditch � �� s o -L- STA. 127+24 LT N -L- STA. 137+36 LT BUFFER DRAWING SHEET 6 OF 9 N � Q Z P��aa,ea q, URS Cor� aralina itoo redme�o. Pork Orive MornzviNle, Nonh Corolina 2I560 DETAIL 65 � �� / LP,TERANoBo s aiOITCH . nm�rai I -- �/� '��� �� � �� i� c,���e 3 i p �� r��. si�oaa d . E y Cl y1 GEOiE%�ILE � g 5g35 °' �� ��� �2yy�'s6 � DETAIL 64 n+�.o is F�. 0' > � S 5e� STANDARD BASE DITCH nno.. d=t.5 w. � \ 9 I Na� �0 5<alel 'wne� B': :: 6.0' B 3.0 Ft. � y3- a' � ��ol Nm��l Type of l na - Class B Rip Rap 6=5-0 F. �,�y � ;l �� a, � ��n��d � p 3.� c�ound FROM -1 STA.138+70 LT TO -L- STA. 140 �. 06 LT b 'S� �;��j 6�.AAa ���." s \� . s ��BJ � c��e.�xe� e M��. o i s h. DETAIL 66 q��'� ,� 5 Mo2.d=1.5 Fr. BERM DITCH � 'wlinn ' 60 B=3.0 FI. (Noito S�ale� Z , '' f,:� k � l35•00 �'� \ � ._ y�' N IITYPe t GI B Rip -RaP O F � F W c W "� �' ���- � �E .]0 CI 8 Rip Rap 6 q��O � � `� � ��.E I 145 Geatexfle. Est. DDE 65 CY ;2 `'y . �' ` -�`e ��a�' `'� � DETAIL 40 N s.o s.o� sa U S 5q�' " 3,�' W� �� �'� � " 5 6 FROM -l- S 136+86 LT TO -L- STA.137+80 LT � �: LATERAL BASE DITCH 50. �' `�b 0.�'� , yQG� a f y l Noi �o s�aiei ° . :6 2 5 gy'6� gV �_ .i o M �� . t 0o v c. 3,.� ��'.• d �? _ ,. O D NUNraI \ ] ft9 - o" • � in �-��{ _rn6 ETAI�e B��.W �. 'ors ;�r ��I �3�' i^,ci. sioe rsx'^� aa ° ,� E .'�m \.�� Mn.D=1.UF. Mox.d=1.OF. TOE PROTECTION- 6g \3 ��� B-2.0 F�. Type ofLiner= PSRM .S _ CL455 6 RIP RAP �•� 9g;i�' 6=5.0 Ft. °2, EE DETAIL 69 ' S.9&' 117 a9 FROM -L- STA. 137+50 RT TO �.- STA. 140+50 RT 6y IV 2�,^08 i6 W z �� �'� 4 � �^ W _ FROM -L- STA. 13A+88 RT TO L STA. 735+3D RT 6 F � � TOE PROTECTION 3' BASE DITCH W/ 3' L4TERAL BASE DITCH W/ - i REM�V �'15� �. �� �, _, EST. 65 TONS 3' LATERAL BASE DIT H-� EST. 90 TONS GL. B RIP RAP EST. 730 TONS CLASS B RIP RAP o� 4' SPECIAL CUT BASE �ITC CL45S B RIP RAP SEE �DFTAIL 63 C / //� SEE DETAIL bb SEE DETAIL 65 9�a � � EST. 2 TONS s REMOV I� SEE DETAIL 68 SEE DE(AIL 69 - EST, 2 TONS CLASS B RIP itAP CU55 B RIP JiA_p .:-- � � ��.., �' 1@" � �-�n � E5T.7 SY GEOTEI(TILE �1 �'+� _ EST. 7 SY GEOTEIRILE � �., ,� __ 23 32� �N 83 s 22' E C �g _ � N a�'S8'o2' E � I I � 4�� PROJECT REFERENCE NO. SHEEf NO. F-3� J�E� :�- WN/ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED l40•00 - .... -._,� .�- .�\ � � 90 (0' -' . M . -'_-, . . � I N 93'58 02' E 2 9.33' i @ I� I _ . uo ea - � � SITE 8 C� � N 84'0536'E , � � - � 1 � � �� UE o SPECIAL LATERAL � I< :` , � e, �� '1 :' D p� o I I = ` e . , pQy . �' �'- � p o , � i J v oiTCH �. Ti tils„ �IL �B� , E E E�� \\� :��j'- �v DUE-..�UE i see oerna 6� ` E . �, t - - - - - - / E ���� �� ��-r,, � � �, __ - DUE � CB f�.. `� - �� EST.2 TONS CLA55 B RIP RAP1� -- � � � " � � ,'� - - -- I �J VE � p E " � �`` �' � � Esr_ � sv aEorexraE � - _ E J p�` s / , � . ' � � x � � ? � _ � e 0 i � �� f'� 'r �� R - �e c _/% � - . �� �. � �� � �� �L.� _ I�„ � � _ �� r.. . � � z�� � ` � �u �, . �" -- --- � _ --� ' � I:., � � � � r � ' .,� _ f , -,- . y��,i i � ,t, C&G ��� _ _ �„ .; � �__� � a a n:. i i F_ _ - �+05 0 59 Riw � TB BP � i � +96 . _ �_' -' �- � `Il . _ � E �..- ,-� S.-��., . BEGW �58 �--•- s F . .._ _ _ I ,J � I � ` .. ,5 ,��� _ _ .- _ _ _ ��SB - END SBG exisrwc aiw � 2GI CAT-1,. ',. ^ 1 _ . . �� � . . �.� �.� ' . . � � 2GI �C ��4 '/ ', _ _ � _ _ '"R�w uorv GRP.0 350 I BL 119 _ _ �=� �_ � � ,' % '��,u � �� F „ � / Y�F. �. , � RFMbVE,.�ti _� , p --F53 _ / - - _ _ .,,,r-- - � � . . . _ _ _ - _ ._ - _' _ � �� � � �_ - _ _ - . . . � . - - _ ° ^+ END SB ,..� *�-F- . - _ � . � �.., ..� � . _ . , ., . ., . . �, . : ..� . _� -, . ., ,. ., . . , ... _ . i.. . , PLUG,_"�._ - �,' �-� _ .,\ . _ _ . n ._1 �= _ . � ._ -_ ?- - -_pND��FILr'_,__ i _ - . REMOV�� �__a. _ --- _ - -___ - -___ _ _-_ __ _ -_ . �,. _ ..,___.ii i - _ � � _ _ - - - - - DI _ ._ ___ _ __ ,`� _ " - - - - _ -- - __ - -` -_ _ _ .. � W e- I _. � _ - -_ - -�:.. -. �J - - ' o i - , � _ -- -_ __ - - i i -... _ _ l S,,.MON UTHIC.�. ��_ __-+ - _ -_ . -.--_ --_ -- �rr'�MONOUTHfG-ISLAND -- -��- _�-_ -- .- -_P��-p�} �h2L-._...-.__- - _.. _-_-. � G Al�/ -�II \` . 4 m`- SBG - _ - � , - - - - - - - - - - - - - FLGf�.��'il n�i_�.-. FE � .2ai,�� . - _ _ � � - , � \ � � w; � � � � � i � �i . �O\ 10 WS �'I, � � I, � y��;.-. II , „' I „£:;� / . __ ,_ � . S . F )S�G . F\� `/ y . . � -t CAT-1 FS�Jl� . QS cN'E180W �- - �. E:SiING F/W . i �'S�.:. � .. . i . , . 1 � .� � _ � f . . �� C . � `, I .; �, I yi" + �I � FS �- F EGIN 58G B' n l. .Y` J.,. -- - 2G� � IN SBG _ j% END SBG _ %� , _ , `. �. �., �..�: �, _ .-.. � .-_. _. . _r. .. _.. � CAT 7 � , . { _ � GE U a50 ,-,. _ ., C� .._� \ �, � .,-..,. � h' ; � , � �.� . ,. _� _ .. , . . . . - .. _ _ rQ _ _ � � � � � �,-. � ,,. � � :.. � ,. . � .. _ ._ � . ' BD'O��_ - _ _ _ -_ . ._ i 4 T '_ � " : . , -.. . , � ,.. _- . `' E_ � � .� � �� PUE PUE �� � '��/ '�, . �j �/�� , ' 'La�DUE � � �� ---_ � � I � � � i -- �.- \ 'a� I �+ T,� O F � ��� �, � �� �(i�.._/ �p� ie �'f$��i �*.��"Sy � 3. f � � �� -i � DUE� �_� / E z�j E � ri_ i- .�%. �� �`1 E i DUE D; � roe eRorecnoN = ca� - Q� �. � - �� i- ���, 1 �s� QJ � -i poa�, m I CLASS B RIP RAP � - � ��� ��� MITIGABLE IMPACTS ZONE 1 X�� � `D ` BM°7 4�1�� 69 _ Y / ',�.. ..� �� . � X�� e ��'�� Y ��� �' ��1 �:./s � �°�y. � �I . .I'rl:-� , i':i- � X�y' t S'S. �� ,. -. _ LATERA . p���� . / � / i 7 �< --I / / SEE DETAIL 67 - �� �� � EST. 2 TONS C1A55 B RIP RAP i `1�T �AS� f�iTE4ii" �� F BERM DITCHJ I- - -L I',�i' , I L I I' I �'� MITIGABLE IMPACTS ZONE 2 �i� `����L 1� \ SPECIAL LATERAL V DITCH � SEE DETAIL 67 \_- EST.2 TONS � d ��� . i���, EST.7 SY GEOTEXTILE ��� � .� 5 I 6ffi 1��y � � W/PSRM CU55 B RIP RAP � I� 2' UTERAL BASE �ITCH -' � �^+ � � SEE DETAII 66 � EST 7 SY GEOTEXTILE �. -' j � 1 .^��_ �� 5T. 5 T NS CLA55 8 RIP RAP �' I ( L � I - ��� SEE DETAIL 40 / EST. 1 SY GEOTEXTILE I . I . ^� , � TOE PROTECTIONJ 59��?a esr so roNs ' I I $ITE 8 ��v EST.50 TONS 6,, CLASS I RIP RP,P IC� - CLASS 8 RIP RAP �' 9" EST. 39 SV GEOTEXTLLE ' I - - EST, 57 TONS CLASS I RIP RAP � SEE DETAIL 69 2F' � �-~ I --- EST. 104 SY GEOTEXTILE GRA55 SWAIE onia � LATERAL V DITCH - ��� - Dn= ]2) nC,C= aSl SEE DETAll67 � store= ooia.�= aaa5 EST. 2 TONS �= L aEa.= i1� � CLASS B RIP RAP B Y 7- I4 7 I,.� � � rpo.- eo Fr• EST. 7 SY GEOTEXTILE GRA55 SWALE onrn 4�- z q3 FP5 \ DETAIL 67 on= iso nc c= oes os-- ,.o� rr I SLOPE- OORd,n- 0-OS 410= 22.9 CF5 yl = L PRO.- 380 Ff DIO- I la FT5 LATERP,L 'V' DITCH a2= 5 CFS 5�=3,1.55,.�3�,1 INo��a Scole) VI- IaB6 FPS BASE- 3 R � P2= Oea FT y ato- sa crs STA. -L- 135+35 RT TO 136+80 RT no= abo rrs DETAIL 68 I Narurai � I� ���F;II 010- 046 R c,o�,�d `�,].� .��:� i�,ci. SioPe SPECIAL NT BASE SDi'CH MI GE 5�-61, 5;� 4-1 �� O.i BASE= d fT � M��. o=7A Fl. STA. -L- 131+70 LT TO 134+50 LT cnnss swn�e onln �� 6=5.0 FI�. G�o�nd 6.0' i� On- 0.80 nC, C= 0.61 y��l SLOPE- 0018,n- 0.04 I c x ' i -F�onr L REQ.= BO FT L PRO.= 100 FT FROHt -L- S7n. t2a � oo u To -l- STn. i2s i 5o LT DETAIL 55 DETAIL 69 \� Tp /" p;,� a,_ z< crs FROM -L- STA.128+50 LT TO -L- STA.129+00 LT TOE PROTECTION Min. D=1.5 F. � Slope ��' �9^ FPS FROM -L- STA.128-25 RT TO �- STA.128+57 RT FALSE SUMP �� INo��a smie� B=4.0 Ft. --I e I� ��'� � FROM -L- STA.128+60 Ri TO -L- STA.128+93 RT I����a s�aia� �o i osirs ��°��' 010= OSA Fi Gnn, SwqiE DAiA �� F°p ROM -L- STA.137+70 lT TO -L- STA.134-F50 LT 55, ai s,�at J on- ob n[ c= o6s Ouiside Dit<h / � Iyp ����a�- 9���0 c 3 (NO SPECIAL DITCFi GRADE� eASE FT L�oQ= ooz��= o.oe Tmffic Flow ,o.� �0;� 'I } ��o��d `� �b ,� F` StA.-I- 137+ RT TO 738+50 Rt L P0.0.= ]qq60 Ff � �]- Y.2 QFS �� d=7,0 Ft. 'r / v]= ].00 FPS �-$- nc 6=5.0 F1. �-Geo�e.�ile oz= o.n� pT 50 25 0 50 100 / Q�� 2.12 FkS $=Ditch $lope 4 P/aposed Dii<h iype of Liner= Closs 8 0.ip-Rap vi0- D�O= o.s Ff -L- STA. 127-24 RT FROM -L- STA. 129+00 LT TO -L- STA. 129-F70 LT 5$-6:1,5�-<. -_ ense= o F -L- STA. 133-24 RT FROM -L- STA.128+93 RT TO -L- STA.129+63 RT STA. -L- 131 a-00 R TO 133+00 RT FROM -L- STA. 135 �-00 LT TO -L- STA. 736-F00 Li FR(]M -I- STA liR-i-Ah RT Tl] -L- STA 11]��5� RT � - DETAIL 59 � �� LATERAL 'V' DITCH o I Hoi �o s<oiei �� � ti G��roi v'u ound 3�� p 3'� � Slope d Geoiax�ile � Min. D- I FI. Mo.. d = I R. type o(Liner= Class 8 Ri�Rop b- F�. �ROM -L- STA. 165+26 RT TO -L- 5 A. 165+93 RT DETAIL 41 LATERAI BASE DITC �Noiro Scole� DETAIL 75 CHANNEL CHANGE � Not m s�aie� 6 �J H I � �� Prope..ad Gro�nd ^ �i„Un�\ � I/ FiI151ope / �- �Ciro d ?'/ D 4"\ ' 1'iR � J GFOTEXiI� Min. D= 4 Fi. � E.is�. Channol Mox, d= 4 Fr. B= 4 Fr. Typa of Liner= Class B Rip-Rop b= 10 Ft. FROM -L- STA. 167+20 LT TO -L- STA. 171+75 LT Gre��d ,_3:l D �.��� Siape dT GEaIEX�LLE �� � Min. Q G 1 R. Mox.� -_ 1 Ft. •wFen B ��: ,: a o' g- � Type ofLiner= CI-B Ri�Rap 6= 5 . _ FROM -L- STA. 165+18 LT TO -L- STA. 166+50 lT ,�20LF OF OUTLET CHANNFL 3' SILL IN EAST BARREL i IMPROVEMCNT wiFLOOD BENCH 1' SILL IN WEST DARREL / INSET 1' FROM CULV fACE -2' L4TERAL BASE DITCH w/CL455 B RIP RAP /� SEE DETAIL 41 EST 5 TONS C S 8 IP RAP 4, N Z 0 � C i w u �-� V L� �J. � 0 �o � �, E C C w � LC N � 6i; m[i E5T l4 SY GEO El(TIL \ � : E� � DUE- J - � � EC � ^C`AT-1 �-�- Gft.2C TYP - 15„ � � � � m �� � 3' SILL IN 1' SILL IN INSET 1' I � uisrwc 0 ?' W Of FIOOD� BENCH INLET CHANNEL BUFFER DRAWING SHEET 7 OF 9 ^ N � � 2 / DETAIL 62 � DETAIL 77 �FALSE SUMP Not to Smle) SPECIAL LATERAL 'V' DITCH Iside Difch � �°"° s`°�e� TraH�c Flow / j.. /:, � Z �I\��I2'It -Fill � NoNral p.\� Sinp� / _ -��/ GI Gmund ?/ D / P / t 5 - ef<. d /70'00 S=Dilch Slope � Proposed Ditch- Min.D= 1 Ft. T of �iner= PSRM Man. d= 1 Ft. -I-STA.169+36 RT �e / -L- STA.175+66 Ri FROM -L- STA. I�b+�b LT TO -L- STA.1I8+00 LT � -l- STA. 17J+55 RT IVW==0.2'+'- FL�R EXIS >>TF'E4M RPSELI GN VF�ETATION LINE. �Sif�EdM WPS Oi�Y :NINi• FIELO VISITS.� .- CHANNEL RELOCATION � W/CLA55 B RIP RAP SITE 10 SEE DETAIL 75 �� ,_— �� ' DUE—v�pUE r�% �_�_ . � .� ,"�/�Ix �:� � _. ri�i tXISTING -NNEL ' ' .._.- _, .�� - , :Jb. _ CHA_ ..�., � ..-. _ �— ."� �r'��. —oi �.o-�a� - - - � e�� � _ __�_- - - N �.-, . \_ _'__ __.} ;;.- �__�. __ __- - .,�-� - . - - i � _ .i + � �F�� PUE ' i �/ /" �� � FONO wE • na.o 30LF O OUTLET CHANN L IMPROV ENT vdFLOOD�6ENCH APPROX 0 TON CLASS I RIP RAP APPROX 3 SY GEOTE% ILE SITE 10 I '1 ,I�I R-3835B 4 li �F � � 2GI I � � _ --_- :'. C q'1 II - PUE PUE PUE � � �'g.; � � q��.�.- ��, � �, . ��, MITIGABLE IMPACT$ ZONE 1 -. \` � MITIGA9LE IMPACTS ZONE 2 X�� , �. � � _ �_� �.'(:�... �/, `\ / _� _�� ---'=__ ___ �Y � � - _ .. ���,?�, ���� �? � ��� ' II�I F100� 9ENCH NOiE- 3!a- 12' % 12' 0.CBC ._� I I I I FOR CUi CONDITONBUSE CVSS tRIP NAipRnI�GROUNO{COVF0.EW MTICOI0. �..I I i INS�E BORDE0.. h Fll L J�7 CO O USE Ctn55 1 R P RqP fltL l' r�ao c o r wTn rvnlve aeo eximrve vaouNo � e ss xr x e rTMex w i I l ll NG THE VO DS ON TOP. � GEOifMILKFYJHE1�lNP�i f� I I I I :. I ,.I CHANNEL E%CAVAiION� Z'� ...;¢ � ` � CY UPSTNEFM C� ���' I II F a - Il CY �OWNSTREAM � � Z �i 3�CUS5 I RiP RAP FLOOD 3 � 3'SILL INSEf FRO " KF(-1� 2. I, SIOFE E�D BACM ILl _ '1 I� � iH f �� �� I' SIµL INSNi I F0.0M END. BACKFILL - -1' SILL SE ' RO ENp. 9ACKf LL M�hTERnL PER EC RH ATVE AMiE0.1Al PER SPEC. WIiH nqTIVE MATERIAL PER SPEC. 0' ]' W �E FLO �� I -C W55 1 F P MP FLO00 �- I I I i B[N<H � BFNCh BORppE , i�l DOWNSTREAM (NTS) OUTLET CHANNEL FACIMG DOWNSTREAM (NTS) 175�00 BANK STABILIZATION� / SEE DETAIL 76 -' - EST 3 TONS CL,d55 8 p3P RAP EST 71 SY GEO EXTII ' � �;'. / & // l \ � �' � �m.¢ yP PrEFwred Gy URS Cor� arolina 1600 P'me P rk Orve .".,, M II North C ol na 2I560 �DETAIL 76 ANK STABILIZATION i N,i ro s�eiel ��_ �Ditch -- 10'min. -�, � Grvde / GEOTEMILE -� Type of Liner= 10 TON, CL I Rip-Rap Geole�lile= �5 s FROM -L- STA. 171+94 LT TO -L- STA.172+05 LT DETAIL 101 SPECIAL LATER4L V-DITCH � Not fo Scole) Natural � /��-Fill Gro nd 3./ D F\o e Slape I Min.D= 1Ft. FROM -L- STA. 175+A0 RT TO -L- STA. 177+30 RT SPECIAL LATERAI V-DITCH Wi CL455 8 RIP RAP SEE DETAIL 77 il PROIECT REFERENCE NO. SHEEf NO. R-3�?;��g _ 2W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CON3IDERED FINAL UNLESS ALL SIGNATURES COMPLETED �5 a \ TIE TO EXISTING SWAIE- � I +- � � ��� 4e � � � ,a '� ���*� , � F _ �, A0�/ v � � , _ �u . �5,� � �°P �E-�-E -- o• L- 3 R �� _- --- � L� �, � � T �, , � � i - -- _ _ � _ � � � � ..r..� _ - _ � a, � �� n � .' - _ - , � - _� _ �� %l� / – � � � � F -�- --_ _- � FL ... _ - GRAU 350 -- ._ _._ - -_ -E�- _ _ .�-- _ __ _ -- -. - -- -_ — - - .- - _-___. - _ _ - '��„ f*�- (��' 24„ �i � i. p� �, .._. .. ��� � b - �- 5" MONOLITHIC ISLAND � g�, 'I _ _ _ _- - exisnNc aiw � �Q ti F$ �" i i � - - � � �:.I; � �',�Y I ;:t-:' / � C � - � ZGF- _- - - - i � i � \ \ I - - � ,ca� �,�- ' -� R F I I ? . �y,� PUE � P� I� � PUE � PUE PUE PUE - � QJ GR455 SWALE �ATA i DA- O.d4 c SLOPE= 0.016 Wfi L REQ.= 04 fi L PRO.= 100 li Q2= I I cfs V2= 1.]0 fPs D]= 0.3J P Q10= 1.5 cfs oio= o<i hN: -L- STA. 169 a. 50 RT (TYP) I P." �IFI — � �, I _ _ r� i l.A:'.. _- _ __ -r � l _� _ ��r��;�„ - �II �. �.:' _ ti II,� SPEQAL LATERAL GRASS DITCH -I SEE �ETAIL 101 GRASS SWALE �ATA � Dn= 0.19 SLOPE= OD395flM L RE�.= 19 fl L PRO.= 150 N �32= o.a d{�s '.97' �1= 0]3 NS 5 78"09'll'W QiJ= OS iis 10= 161 fps 010= 0.25 X 5 7B"51'03" W 110.96'—� -L- STA. 175+80 RT - =&G � iA (; 10.00 BEGIN � 18" ' CUR6 TRA ' .. FS � - _ - � — PUE � PUE t GR.n55 SWAIE DATA -� DA-- 0.51 ac SLOPE= OOAO¢kfi L Rlp.- SJ N L PRO.- 330 N q2- .b ds 2 = 2.13 1Fs D2= D.14 N nm= 20� 10- ].29 }Vs 010= 0.18 N -L-�STA.177+70 RT ExISiING R/W — / E%151NL R/W �� N IZds�sW �/ � i � y� ��b \ / 5� p0 .;���_ � - � 5 0"��?'� �I �... N / � ,.p��y _ fy g9^SG,zjY , N 99�29Z47 W S 5�� 90 p6.69� W - III 'I �/ 50 25 0 $0 700 I V I BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 *SITE NO. STRUCTURE SIZE / TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ftz) (ft2) (ft�) 1 54" Welded Steel Trenchless -L- 26+62 - 29+24 X 12849 7731 20580 4 Bridge Construction -L- 62+24 - 65+82 X X 15609 9399 25008 361 361 7 84" Welded Steel Trenchless -L- 113+29 - 114+99 X X 24293 16515 40807 8 72" Welded Steel Trenchless -L- 134+18 - 137+36 X X 18071 9040 27110 10 2@12'x12' RCBC -L- 166+20- 172+25 X X 34053 18207 52260 TOTAL: 15609 9399 25008 89266 51852 141118 *Buffer sites are not numbered sequentially. However, they correspond to the respective wetland / stream site number. Rev.Jan 2009