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Home My WebLink About20171353 Ver 1_Impact Information_20171023rn � � � 0 0 � 0 � 0 � � Q � � 0 � N � • � See Sheet � A For I ndex of Sheets See Sheet �B For Conventlona/ Symbols �� OFF SlT E DET OUR ROUT E �� LOCATI01�: BRIDGE 1�0. SS O T�ER WHITELACE CREEI� 01� SR 1324 (I�E1�1�ED Y HOME R OAD) TYPE OF WORI�: GRADII�G, DRAII�A GE, PA VI1�G, A1�D STR UCT URE TO JOHN W. ROBERTS ROAD B UFFER IMPA CTS -L- KENNEDY HOME ROAD (SR 1324) BEGIN PROJECT SF-530055 BEGIN CONSTRUCTION —L— Sta. 10 + 95.00 v �� z c� r� BRIDGE � � NO. 55 � BEGIN BRIDGE —L— Sta. 13 + 35.00 END PROJECT SF-530055 END CONSTRUCTION —L— Sta. 15 + 30.00 END BRIDGE —L— Sta. 13 + 85.00 �. ,, � �� __ , � __,\ '--- �� , ,, �� TO �5��0 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. �------------------------------------------------------------, ; PERMIT DRA WI1�lGS ; �-------------------------------------------------------------� � NC GRID NAD 8�A 2011 �I$.�Y.I�VII�TA�Y �]LA��T� �� z�� z��u��z� GRAPHIC S CALES DESIGI� DA TA PR OJECT LEI�GTH Ki m l e>> H o r n HYDRA ULICS E1VGII�EER PLA1�S PREPARED FOR y ADT 2011 = 1700 vpd THE 1VCDOT BY: °201 50 25 0 50 100 N��ENSE#F.o,oz azi FnvErrEvi��E sraEEr, suirE soo � ADT 2040 = 4000 vpd ��E��H.NORTH�ARo`�NAZ'so, � �F "°� � � PHONE: (919) 6�]-2040 � �� o LENGTH ROADWAY PROJECT 17BP.2.R.78 = 0.073 MILES 2012 STANDARD SPECIFICATIONS � �� PLANS D = 6�o ER711t THOMPS0IV, P.E. P.E. � � T = 6°�o LENGTH STRUCTURE PROJECT 176P.2.R.78 = 0.009 MILES PROJECT ENGINEER SIGNATURE: � � 50 25 0 50 100 V — 60 MPH RIGHT OF WAY DATE: ROADWAY DESIG11l E11tGI1�lEER � �' � � TOTAL LENGTH PROJ ECT 176P.2 . R. 78 = 0.082 MI LES DECEMBER 6, 201� TYLER SPRIIVG, E.r. �� PROFILE (HORIZONTAL) PROJECT DESIGN ENGINEER �� 10 5 0 10 2 0 LETTIIIIG DATE: FEBRUARY 28, 2018 HEATHER C. LANE, P.E. F U N C C LAS S= NCDOT CONTACT PROFILE (VERTICAL) SUB REGIONAL TIER P.E. SIGNATURE: N Z � N i w � C � � N 06°40'55' �y � � 99.75' O SONYA HO�yELL DB �363 PG 8 � � O � O -L- POT 10 + 95. 00 BEGIN PROJECT SF-530055 �, Z BEGIN CONSTRUCTION ��w � W � � - � N� � W-L - POT Sto. l0 +00.00 � m m � � O O EIP O ELEANOR S.ROBERTS DB 56� PG 2�2 O � EXISTING R/�y N — — — — -�-� — — — — '� — — — — — — — T — — — — — F VY = _ — = � — — - 6" PVC � HoMF BQ F – — � � — Q I � I � � � O O / O� C .O � � 0 c � 0 ,� c w � � � � � i � U O � Z� i � � N � .� m i � �' DATUM QESCRIPTION � � THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT � oIS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY � NCDOT FOR MONUMENT BL-3 o y�ITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF � NORTHING: 546552.881(ft) EASTING: 2385882.440(ft) �i ELEVATION: 45.36(ftl � THE A�ERAGE COMBINED GRID FACTOR USED ON THIS PROJECT Y (GROUND TO GR1D) IS: 0.99987606 THE N•C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM o "BL-3" TO -L- STATION [S N NALL LINEAR D[MENSIONS ARE LOCALIZED HOR[ZONTAL DISTANCES � VERTICAL DATUM USED IS NAVD 88 � o��T24�3 �j�EDY HO�E RD � o �78� ST p K � � —T— — —T— — — —T— — =T�-- --- -----IN-- -----F-- 36" DIP - EXISTING R/� - 36" PVC FENCE �\ � \ � \ O ELEANOR S.ROBERTS DB 56� PG 2�5 ==W�— F 30.73' � � 35' RT +10 30.77' & 35' RT 28.8 ' LT X/ST/NG BR/ GE _ PK F —� � m EIP ICE -o � � �3 -�' � � o � � N I �� I 00 ` - � W � � N O � o 0 �� 4 � � JAMES DAUGHTY.III C 904 PG 34� � S 06°49'47' E 199.9 7' z � w N N O 0 im hEIP V � � N ^ mH �H �� 7T 13+23.00 N BEG/ BRIDGEC° -L - POT l3+ � FALLO�y O � � Pl Sto l5 +12.49 �= 9° 05' 25.9" �RT J D=�38'16.2" L = 249.89' T = 125.2/' R = 1,575.00' -L - Pl Sto 17+67.05 0= 20° l0' 34.8" IRTI D = % 50' 55.5" L = 257.06' T = 129.88' R = 730.00' ■ im e >> orn OC 2017 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, NC 27601 RIGHT-OF-WAY REV. CONST. REV. OBM1 ELEVRTION * 45e9� � 546267 E 2385716 OLLIE DELANEY SUTTON BRUNER B� STRTION 13�22°0� 131 �EFT DB 5i0 PG 374 +13 RiR sPIKE sET IN PowER Po�E CLASS IRIP RAP AT EMBANKMENT , x�xxx�� 2 SEE DETAIL 2, THIS SHEET 30.32 & a ��',' EST 5 S�Y GFDR 35 LT ��- POC 15+30.�0 �� 45' LT END PROJECT SF-530055 EN� �PROACH SLAB END CONSTRUCTION � -L - POC 13+97.00 'K �— — e� Nn 36 DIP o♦ � �. m � N r m m I �� O ELEANOR S.ROBERTS � �� pr ��5 m —I— NC GRID NAD 8�A 2011 �SPECIAL LATERAL 'V' DITCH SEE DETAIL 1, THIS SHEET / N � FALLOy� NOTE: o � i �SFQ m � �� BRIDGE N0.55 HAS A CONCRETE SEAT, � i � WOOD HEAD AND �yING �yALLS, �} � � � � METAL GUARDRAILS. ' �HIGH WATER LEVEL DURING HURRICANE EP�E I� � ELEyATI0NP46.65'OPERTv OWNER� _ _ _T— � � � IQ � — � i� � ---�-- T-- � '�i m — 15" + 46 30.43'� � — _ _ _ — —T_ — — � —/ I I � �� ---_ �� i �y � � W � � T � I t.,' � � — — — — F �R� � ENNED � � � � � � �\ T� _-- _ _�_ — _ � � ----- — ---- HO,�!_ ��=BST \�\ � � � _ e. � — � � \ , � � \ _ \ \ \ � � � \ c,s`� �`\\w �\ � � M\\ \ �/ � CLASS 'B' RIP RAP EST 2 TONS EST 7 SY GFD +14 31.02' & 49' RT �NSTALL SHOULDER BER� GUTTER FRO ST /3+97.00 ro sra�4+4o.00 -L- RT -L - PC Sto. 13+87.28 -L - 31.18' & 49' RT wnnnFn -L - PCC Sto. /6 +37./7, O LAURA ELLEN McDANIEL �yALKER DETAIL 1 SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural � 1 �� Fill Ground ?.� ��p�'�et Slope D Min. D= 1 Ft. FROM STA. 13 + 85 TO STA. 15 + 00 won„�_ Z PROJECT REFERENCE NO. SF -530055 ILW SHEET NO. ROADWAY ENGINEER ��]E]LI�I�TA� �� SHEET NO. 3 HYDRAU LICS ENGINEER �LA�T� �U�� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � � \ T 6 p \\ \ o �� \ \ \ � \ � �� S„QA � , � �, \ � \ < a�y \ �.,,-.�� \ -L - PT Sto. l8 +94.24 \ ` '\ � � \ DETAIL 2 RIP RAP AT EMBANKMENT ( Not to Scale) 10'min. Ditch 1.0'min• � 1.5' Grade � GEOTEXTILE J Type of Liner= Class I Rip-Rap FROM STA. 13 + 75 TO STA. 13 + 95 �po�FG \ L,-,,, � TEMPORARY IMPACTS ZONE 1 TEMPORARY IMPACTS ZONE 2 PERMANENT IMPACTS ZONE 2 zs� o� zs� s.o� N Z � N i w � � � O U � N 06°40'55' �y 99.75' , O SONYA HO�yELL DB �363 PG 8 � y O � O -L- POT 10 + 95. 00 BEGIN PROJECT SF-530055 ��, Z BEGIN CONSTRUCTION �o w �o w � N � � W -L - POT Sto.10+00.00 �r� � m _\ m � � . \ F A I I (11�1 � \ � � � ``� ^� � � � � ` O - - - - - ,. p � EXISTING R/�y N ♦ 1 _' ♦ __ _ _ _ — __= — -- —=�-�--- —�1------- T-----F �y— —6„PVC� HoMF � ___ � _ o ��24�3 �j�EDY HO�E RD - �' y� o `�8� ST PK -- --� 6' 7�7 7n PK � - — - - - - - - — —T— — =F= T�— _ _ _ _ _ — � _�. � - — - — - i — — — — — -1N= _ —� , — — F F � — � 36" DIP � EiP Q EXISTING R/� — � � m I 36" PVC � E CE -o � FENCE +93 0 � � �' \ � 30.73' � �B� / AP aj �} � �1 35' RT I {�'-� POT � � I �� M \ i �o � _ � + 10 �3 � �, BE � 30J7' & I '- -L- � ' 35' RT I � �, �Z OO �^ � �3 O� C •o Q � 0 c � 0 ,� c w � � � � � i � U O � Z� i � � N � .� m i � �' DATUM QESCRIPTION � � THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT � o[S BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY � NCDOT FOR MONUMENT BL-3 o y�ITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF � NORTHING: 546552.881(ft) EASTING: 2385882.440(ft) �i ELEVATION: 45.36(ftl � THE A�ERAGE COMBINED GRID FACTOR USED ON THIS PROJECT Y (GROUND TO GR1D) IS: 0.99987606 THE N•C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM o "BL-3" TO -L- STATION [S N NALL LINEAR D[MENSIONS ARE LOCALIZED HOR[ZONTAL DISTANCES � VERTICAL DATUM USED IS NAVD 88 � O ELEANOR S.ROBERTS DB 56� PG 2�2 O ELEANOR S.ROBERTS DB 56� PG 2�5 � � _� `"' o O N � p O �� 4 � O JAMES DAUGHTY.III C 904 PG 34� L S 06°49'47' E 199.9 7' � w N N 0 0 im h 28.8k' LT X/ST/NG BR � � / N ^ mH �H � \ _ �� PROACH S AB 13+23.00 N G/ BRIDGEC° POT l3+ .00 FALLO�y 'K O ELEANOR S.ROBERTS , �� R� - - O � � Pl Sto l5 +12.49 �= 9° 05' 25.9" �RT J D=�38'16.2" L = 249.89' T = 125.2/' R = 1,575.00' -L - Pl Sto 17+67.05 0= 20° l0' 34.8" IRTI D = % 50' 55.5" L = 257.06' T = 129.88' R = 730.00' ■ im e >> orn OC 2017 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, NC 27601 RIGHT-OF-WAY REV. CONST. REV. OBM1 ELEVRTION * 45e9� � 546267 E 2385716 OLLIE DELANEY SUTTON BRUNER B� STRTION 13�22°0� 131 �EFT DB 5i0 PG 374 +13 RiR sPIKE sET IN PowER Po�E CLASS IRIP RAP AT EMBANKMENT , x�xxx�� 2 SEE DETAIL 2, THIS SHEET 30.32 & a ��',' EST 5 S�Y GFDR 35 LT ��- POC 15+30.�0 �� 45' LT END PROJECT SF-530055 E D APPROACH SLAB END CONSTRUCTION � -L - POC 13+97.00 _ �/ SPECIAL LATERAL 'V' DITCH SEE DETAIL 1, THIS SHEET m � —I— NC GRID NAD 8�A 2011 / N o �} ISFp N FALLOy� NOTE: � C1 � m � l' � BRIDGE N0. 55 HAS A CONCRETE SEAT, i i � i� �3�� , ^ WOOD HEAD AND �yING �yALLS, � � � �� `, \- _ --� METAL GUARDRAILS. � i � i �� - �1 ' � E—ppE � � � 1 �ATT„EW PEREPROPER�TvNO�yNERR,r1ANE — F � �.L � �LEyAT10N=46.65' t;r �'-' — - _� =— l� � i � i4 � � i i� — I - - - T— � — � �� 1� � / � „ --_. — � . � �-� � - - - - - - � _ — —__ _ — 7 — _ — � i � , � „ - -_- � _�_ , � , � 15 -- _ �� RCPJV_----- �� '-`-=�� ' � � Fq - ---- - ___ � � --: , G _ � �R" i3�'4- _ �c�, � =, � �� \' \ ry — � F � � � � � — —F—� _ _ _ � �€� _,��_ , � � , ; \ . � � T � '�� 'i� — � � � _ � =QST \ \ _ - - - —` \ � kiST�HC qi - - -� � � � �� ` � m PROJECT REFERENCE NO. SF -530055 ILW SHEET NO. ROADWAY ENGINEER ��]E]LI�I�TA� �� SHEET NO. 4 HYDRAU LICS ENGINEER �LA�T� �U�� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED T5 . - - � - � �, � � - - - ' � �� \ �r — � � . . . � � � , 6,, p \� + 46 � . �"� \\ � o � �C �\ 30.43' �� w � � o \ � R � \ "� � � �� . `' FkiSr� 3c� � � CLASS 'B' RIP RAP `� �:,,��R� �/p � EST 2 TONS wnnnFn � � , EST 7 SY GFD ` � � \ + 14 � 4"� � � \ � \ 31.02' & � p \ 49' RT w�OpEb � � � �NSTALL SHOULDER BER� ' \ � GUTTER FRO ST /3+97.00 � ro sra �4+40.00 -L - RT —L —', PT Sto. l8 +94.24 -L - PC Sto. 13+87.28 -L - 31.18' & 49' RT -L - PCC Sto. /6 +37./7, O LAURA ELLEN McDANIEL �yALKER DETAIL 1 SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural � 1 �� Fill Ground ?.� ��p�'�et Slope D Min. D= 1 Ft. FROM STA. 13 + 85 TO STA. 15 + 00 DETAIL 2 RIP RAP AT EMBANKMENT ( Not to Scale) 10'min. Ditch 1.0'min• � 1.5' Grade � GEOTEXTILE J Type of Liner= Class I Rip-Rap FROM STA. 13 + 75 TO STA. 13 + 95 � °� ` \ \ �,-,,, � TEMPORARY IMPACTS ZONE 1 TEMPORARY IMPACTS ZONE 2 PERMANENT IMPACTS ZONE 2 zs� o� zs� s.o� BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE PERMANENT TEMPORARY REPLACEM ENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ftZ) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ftZ) 1 BRIDGE 55 -L- 13+35 TO 13+85 X 1642 1212 2854 1635 1156 2791 TOTAL: � sa2 1212 2854 1635 1156 2791 rn � � � 0 0 � 0 � 0 � � Q � � 0 � N � • � See Sheet � A For I ndex of Sheets See Sheet �B For Conventlona/ Symbols �� OFF SlT E DET OUR ROUT E �� LOCATI01�: BRIDGE 1�0. SS O T�ER WHITELACE CREEI� 01� SR 1324 (I�E1�1�ED Y HOME R OAD) TYPE OF WORI�: GRADII�G, DRAII�A GE, PA VI1�G, A1�D STR UCT URE TO JOHN W. ROBERTS ROAD S TREAM IMPA C TS -L- KENNEDY HOME ROAD (SR 1324) BEGIN PROJECT SF-530055 BEGIN CONSTRUCTION —L— Sta. 10 + 95.00 v �� z c� r� BRIDGE � � NO. 55 � BEGIN BRIDGE —L— Sta. 13 + 35.00 END PROJECT SF-530055 END CONSTRUCTION —L— Sta. 15 + 30.00 END BRIDGE —L— Sta. 13 + 85.00 �. ,, � �� __ , � __,\ '--- �� , ,, �� TO �5��0 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. �------------------------------------------------------------, ; PERMIT DRA WI1�lGS ; �-------------------------------------------------------------� � NC GRID NAD 8�A 2011 �I$.�Y.I�VII�TA�Y �]LA��T� �� z�� z��u��z� GRAPHIC S CALES DESIGI� DA TA PR OJECT LEI�GTH Ki m l e>> H o r n HYDRA ULICS E1VGII�EER PLA1�S PREPARED FOR y ADT 2011 = 1700 vpd THE 1VCDOT BY: °201 50 25 0 50 100 N��ENSE#F.o,oz azi FnvErrEvi��E sraEEr, suirE soo � ADT 2040 = 4000 vpd ��E��H.NORTH�ARo`�NAZ'so, � �F "°� � � PHONE: (919) 6�]-2040 � �� o LENGTH ROADWAY PROJECT 17BP.2.R.78 = 0.073 MILES 2012 STANDARD SPECIFICATIONS � �� PLANS D = 6�o ER711t THOMPS0IV, P.E. P.E. � � T = 6°�o LENGTH STRUCTURE PROJECT 176P.2.R.78 = 0.009 MILES PROJECT ENGINEER SIGNATURE: � � 50 25 0 50 100 V — 60 MPH RIGHT OF WAY DATE: ROADWAY DESIG11l E11tGI1�lEER � �' � � TOTAL LENGTH PROJ ECT 176P.2 . R. 78 = 0.082 MI LES DECEMBER 6, 201� TYLER SPRIIVG, E.r. �� PROFILE (HORIZONTAL) PROJECT DESIGN ENGINEER �� 10 5 0 10 2 0 LETTIIIIG DATE: FEBRUARY 28, 2018 HEATHER C. LANE, P.E. F U N C C LAS S= NCDOT CONTACT PROFILE (VERTICAL) SUB REGIONAL TIER P.E. SIGNATURE: N Z � N i w � Oi � � N 06°40'55' �y � � 99.75' O SONYA HO�yELL DB �363 PG 8 � � O � O -L- POT 10 + 95. 00 BEGIN PROJECT SF-530055 �, Z BEGIN CONSTRUCTION ��w � W � � - � N� � W-L - POT Sto. l0 +00.00 � m m � � O Q —1. _ � O ELEANOR S.ROBERTS DB 56� PG 2�2 O � EXISTING R/�y N — — — — -�-� — — — — '� — — — — — — — T — — — — — F VY = _ — = � — — - 6" PVC � HoMF BQ F – — � a. - I � i � " J O O / O� C •o � i 0 c � 0 ,� c w � � � � � i � U O � Z� i � � N � .� m i � �' DATUM QESCRIPTION � � THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT � oIS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY � NCDOT FOR MONUMENT BL-3 a y�ITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF � NORTHING: 546552.881(ft) EASTING: 2385882.440(ft) �i ELEVATION: 45.36(ftl � THE A�ERAGE COMBINED GRID FACTOR USED ON THIS PROJECT Y (GROUND TO GR1D) IS: 0.99987606 THE N•C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM o "BL-3" TO -L- STATION [S N NALL LINEAR D[MENSIONS ARE LOCALIZED HOR[ZONTAL DISTANCES � VERTICAL DATUM USED IS NAVD 88 � o��T24�3 �j�EDY HO�E RD � o �78� ST p K � � _ — —T— — =T�-- ---r-- --F--- --- -----v�-- --- 36" DIP - EXISTING R/� - 36" PVC FENCE �\ � \ � \ O ELEANOR S.ROBERTS DB 56� PG 2�5 ==w�— F 30.73' � � 35' RT +10 30.77' & 35' RT E� _ PK F —� � m EIP ICE -o � � �3 -�' � � o � � N I �� I 00 ` - � W � � N O � o 0 �� 4 � � JAMES DAUGHTY.III C 904 PG 34� � S 06°49'47' E 199.9 7' z � w N N 0 0 im hEIP 28.8 ' LT BR/ GE O � � Pl Sto l5 +12.49 �= 9° 05' 25.9" �RT J D=�38'16.2" L = 249.89' T = 125.2/' R = 1,575.00' -L - Pl Sto 17+67.05 0= 20° l0' 34.8" IRTI D = % 50' 55.5" L = 257.06' T = 129.88' R = 730.00' ■ im e >> orn OC 2017 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, NC 27601 RIGHT-OF-WAY REV. CONST. REV. OBM1 ELEVRTION * 45e9� � 546267 E 2385716 OLLIE DELANEY SUTTON BRUNER B� STRTION 13�22°0� 131 �EFT DB 5i0 PG 374 +13 RiR sPIKE sET IN PowER Po�E CLASS IRIP RAP AT EMBANKMENT , x�xxx�� 2 SEE DETAIL 2, THIS SHEET 30.32 & a ��',' EST 5 S�Y GFDR 35 LT ��- POC 15+30.�0 �� 45' LT END PROJECT SF-530055 E D APPROACH SLAB END CONSTRUCTION -L - POC 13+97.00 m SPECIAL LATERAL 'V' DITCH � SEE DETAIL 1, THIS SHEET m m / � � N � V � / N ^ mH �H �E Es r� 7T 13+23.00 N BEG/ BRIDGEC° -L - POT l3+ � FALLO�y �r� T� TS ;5 TS TS `^TS T` TS TS � � �6 DIP m r � I � �� u, �"' . �� 0 0 .� � O ELEANOR S.ROBERTS � �� pr ��5 —I— NC GRID NAD 8�A 2011 � FALLOy� NOTE: o � � SFp m � �� BRIDGE N0.55 HAS A CONCRETE SEAT, � ^ � i WOOD HEAD AND �yING �yALLS, �} � � � � P E METAL GUARDRAILS. � �HIGH WATER LEVEL DURING HURRICANE _— PDE I� � ELEyATI0NP46.65'OPERTv OWNER� --1 � �T� `� � � �Q � — � i� � ,,, ---�-- T-- � '�i \ --__ --r-- — _ �, ; , � � � � � � � — _ I �y � � W � � T � I t.,' � � — � F �R� � ENNED � � � � � � �\ T� — __�-- � � , ---- — ---- Ho,dl= ��`esr \�� — � � \ , � � \ _ \ \ �` �� \ � \� w \ \ � , M\\ \ �/ � CLASS 'B' RIP RAP EST 2 TONS EST 7 SY GFD +14 31.02' & 49' RT �NSTALL SHOULDER BER� GUTTER FRO ST /3+97.00 ro sra�4+4o.00 -L- RT -L - PC Sto. 13+87.28 -L - 31.18' & 49' RT wnnnFn -L - PCC Sto. /6 +37./7, O LAURA ELLEN McDANIEL �yALKER DETAIL 1 SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural � 1 �� Fill Ground ?.� ��p�'�et Slope D Min. D= 1 Ft. FROM STA. 13 + 85 TO STA. 15 + 00 won„�_ Z PROJECT REFERENCE NO. SF -530055 ILW SHEET NO. ROADWAY ENGINEER ��]E]LI�I�TA� �� SHEET NO. 3 HYDRAU LICS ENGINEER �LA�T� �U�� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � � � T 6 p \\ \ o �� \ \ \ � \ � �� S„QA � , � �, \ � \ < \ a�y �.,,-.�� \ -L - PT Sto. l8 +94.24 \ ` '\ � � \ DETAIL 2 RIP RAP AT EMBANKMENT ( Not to Scale) 10'min. Ditch 1.0'min• � 1.5' Grade � GEOTEXTILE J Type of Liner= Class I Rip-Rap FROM STA. 13 + 75 TO STA. 13 + 95 �po�FG � \ L,-,,, � �PERMANENT IMPACTS IN $ SURFACE WATERS TEMPORARY IMPACTS IN TS�T� T� SURFACE WATERS zs� o� zs� s.o� N Z � N i w � N 06°40'55' �y 99.75' , O SONYA HO�yELL DB �363 PG 8 � y O � O -L- POT 10 + 95. 00 BEGIN PROJECT SF-530055 ��, Z BEGIN CONSTRUCTION �o w �o w � N � � W -L - POT Sto.10+00.00 �r� � m _\ m � � . \ F A I I (11�1 � \ � � �` � � �`� � � ` O - - - - - ,. p � EXISTING R/�y - - N ♦ 1 _' ♦ __ _ _ _ — __= — -- —=�-�--- —�1------- T=----F �y— —6„ Pvc KE L-�0�� _ { — — o ��T24�3�j�EDY HO�E RD - �' o �78� ST pK � G" 7�7 7n V PK -� � - — - - - - - - — —T— — =F= T�— _ _ _ _ _ — � _�. � - — - — - i — — — — — -1N= _ —� , — — F F � — � 36" DIP � EiP Q EXISTING R/� — � � m I 36" PVC � E CE -o � FENCE +93 0 � � �' \ � 30.73' � �B� / AP aj �} � �1 35' RT I {�'-� POT � � I �� M \ i �o � _ � + 10 � � �, BE � 30J7' & I '- -L- � ' 35' RT I � �, �Z O �^ � �3 i O� C •o Q � 0 c � 0 ,� c w � � � � � i � U O � Z� i � � N � .� m i � �' DATUM QESCRIPTION � � THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT � o[S BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY � NCDOT FOR MONUMENT BL-3 o y�ITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF � NORTHING: 546552.881(ft) EASTING: 2385882.440(ft) �i ELEVATION: 45.36(ftl � THE A�ERAGE COMBINED GRID FACTOR USED ON THIS PROJECT Y (GROUND TO GR1D) IS: 0.99987606 THE N•C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM o "BL-3" TO -L- STATION [S N NALL LINEAR D[MENSIONS ARE LOCALIZED HOR[ZONTAL DISTANCES � VERTICAL DATUM USED IS NAVD 88 � O ELEANOR S.ROBERTS DB 56� PG 2�2 O ELEANOR S.ROBERTS DB 56� PG 2�5 � � _� `"' o O N � p O �� 4 � O JAMES DAUGHTY.III C 904 PG 34� L S 06°49'47' E 199.9 7' � w N N 0 0 im h 28.8 ' LT - EX/ST/ G BR/ GE TURE /TE J V � mH �H E E E �hm _ � I - BS1=�' BS4=� , � \ F �\ PROACH S AB 13+23.00 N G/ BRIDGEC° POT l3+ .00 FALLO�y rs TS O � � Pl Sto l5 +12.49 �= 9° 05' 25.9" �RT J D=�38'16.2" L = 249.89' T = 125.2/' R = 1,575.00' -L - Pl Sto 17+67.05 0= 20° l0' 34.8" IRTI D = % 50' 55.5" L = 257.06' T = 129.88' R = 730.00' OBM1 ELEVRTION * 45e9� � 546267 E 2385716 OLLIE DELANEY SUTTON BRUNER B� STRTION 13�22°0� 131 �EFT DB 5i0 PG 374 RiR sPIKE sET IN PowER Po�E CLASS I RIP RAP AT EMBANKMENT +13 x* x x x , 2 SEE DETAIL 2, THIS SHEET 30.32 & a ��',' EST 5 S�Y GFDR 35 LT ��- POC 15+30.�0 �� 45' LT END PROJECT SF-530055 E D APPROACH SLAB END CONSTRUCTION � -L - POC 13+97.00 _ m / SPECIAL LATERAL 'V' DITCH ,'� SEE DETAIL 1, THIS SHEET �m m � / / /N �o �3 /SFQ � � FALLOy� NOTE: , a, � � �� \ � O ELEANOR S.ROBERTS , �� R� - - ■ im e >> orn OC 2017 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, NC 27601 RIGHT-OF-WAY REV. CONST. REV. —I— NC GRID NAD 8�A 2011 BRIDGE N0. 55 HAS A CONCRETE SEAT, i i � i� �3�� , ^ WOOD HEAD AND �yING �yALLS, � � � �� `, \- _ --� METAL GUARDRAILS. � � � i��i � `1 ' � � P E—ppE � �� 1�ATT„EW PEREPROPER�TvNO�yNERR,r1ANE — F � �.L � �LEyAT10N=46.65' t;r � __ _=— � �%� ��4� � � � � � � � �� i i - - - - T— � — � �� 1� � / � '- - - - -� — � . — � - � � - - - - - - - _ — � �7_ _ ... � _ _ _ _� � - - - .. ..� — � 1 � � � � � 15" - -�' - � � --�—�_L �� i; i � RCP JV � � � �W --� __� � ,' � � F ---------- �� --- ��G — ��" i3t'4- _ �c�, � = �� ' � \ ry _ _ � F � /6 � , F� - - - �� '�j�E, ` �� • _ _ _ _ �� T — — — — — — � � --�� !� — -_ � _ _ _ � � =�T \ \ � \ FkiST�HC R �8� - - - - - —_ _ \ � • �, - - - — _ � \ � � m PROJECT REFERENCE NO. SF -530055 ILW SHEET NO. ROADWAY ENGINEER ��]E]LI�I�TA� �� SHEET NO. 4 HYDRAU LICS ENGINEER �LA�T� �U�� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED T5 . - - � � �, � � - - ' � �� \ �r — � � . . . � � � , 6,, p \� + 46 � . �"� \\ � o � �C �\ 30.43' �� w � � o \ � R � \ "� � � �� . `' FkiSr� 3c� � � CLASS 'B' RIP RAP `� �:,,��R� �/p � EST 2 TONS wnnnFn � � , EST 7 SY GFD ` � � \ + 14 � 4"� � � \ � \ 31.02' & � p \ 49' RT w�OpEb � � � �NSTALL SHOULDER BER� ' \ � GUTTER FRO ST /3+97.00 � ro sra �4+40.00 -L - RT —L —', PT Sto. l8 +94.24 -L - PC Sto. 13+87.28 -L - 31.18' & 49' RT -L - PCC Sto. /6 +37./7, O LAURA ELLEN McDANIEL �yALKER DETAIL 1 SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural � 1 �� Fill Ground ?.� ��p�'�et Slope D Min. D= 1 Ft. FROM STA. 13 + 85 TO STA. 15 + 00 DETAIL 2 RIP RAP AT EMBANKMENT ( Not to Scale) 10'min. Ditch 1.0'min• � 1.5' Grade � GEOTEXTILE J Type of Liner= Class I Rip-Rap FROM STA. 13 + 75 TO STA. 13 + 95 � � °� ` \ \ �,-,,, � �PERMANENT IMPACTS IN $ SURFACE WATERS TEMPORARY IMPACTS IN TS�T� T� SURFACE WATERS zs� o� zs� s.o�