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Home My WebLink About20160955 Ver 1_RAND_371_17BP-8-R-101_ROW_Plans_20161004� O � • • � • � � •, See Sheet � A For I ndex of Sheets See Sheet � B For Conventi onal Symbols OFF-SITE DETOUR BEGI1� TIP PROJECT 17BP.8.R.101 -L- POC STA 13 + 50.00 NOTES: CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD �� l �� LOCA TI011 t: REPLA CE BRIDGE 1�0. 3 71 O VER PEI�WOOD BRAI�CH 01� SR 2182 (ALLRED RD) TYPE OF WORI�: GRADII�G, PA VI1�G, DRAII�AGE A1�D STR UCTURE a�o �°l[°A�l°E ]�1R�J]EC'1C RE]F]Eff£�NCIE N�. 17BP.8. R.101 �� .�� N�. SH[EE'Il"� � �"11"A"Q'lE �ff8�d�. N�. F. A. ]�R�J. N�. I ➢D]ES�I8g1P°PII�N 17BP.8.R.101 I P.E. � 0 30 pN 0� �z Z S UBMITTAL: ROW P LAN S DA TE: nn,�,Y 3i , 2 0� 6 �� ,� �� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIG11l DATA PROJECT LEI�GTH Prepared for the I�'DRAULICS E1VGIIVEER 5121 Kingdom Way, North Carollna Department '�� s��te �oo of Transportatlon Raleigh, rvc Z�bo� 50 25 0 50 100 ADT (2016) = 815 In the offlce of: NC License No: F-0258 ADT (2036)= 1365 �� °� �o�� a �°{ �O K = p/o 2012 STA11iDARD SPECIFICATIONS � Q P LAN S LE11lGTH ROAD WA Y TIP PROJECT 17BP.8.R.I01 = O.OSI MILES ° � D= % DENA C. SNEAD, PE SIGNATURE: P.E. � a 50 25 0 50 100 T= 7 %* T4TAL LEI�GTH TIP PRO ECT 17BP.8.R.I01 = 0.051 MILES RIGHT OF WAY DATE: PROJECT ENGINEER � � f ROADWAY DESIGIV �� a� V= 40 MPH JUNE 21, 2016 ALEXANDER D. SNIDER, PE E11tGI11tEER �� Q PROFILE (HORIZONTAL) * o o � Q TTST = /o D UAL /o o� �� Q��Q PROJECT DESIGN ENGINEER �' 00 l0 5 0 �0 20 FUNC CLASS = COLLECTOR LETTI11lG DATE: TIM WELCH� PE SUB—REGIONAL TIER DECEMBER 20, ZO�6 ROADWAY DESIGN - PROJECT ENGINEER PROFILE (VERTICAL) P.E. SIGNATURE: OFF—SITE DETOUR BENCHMARK DATA BM1 E�EVRTTON = 6`��063 N 724�7� E 17�634� B� STRTION 11�2�0�� 8 RI�HT RR SPIKE IN 2�" POP�RR BEGI1� TIP PROJECT 17BP.8.R.101 —L— POT STA 10 + 09.54 LOCALIZED PROJECT COORDII�ATES 1� = 724153.1170 E =1766362.8960 ATUM ESC I TI0�1 THE �OCA�IZED COORDINATE SYSTEM DEVE�OPED FOR THIS PROJECT IS BASED ON THE STATE P�ANE COORDINATES ESTAB�ISHED BY NCDOT FOR MONUMENT "750371-2" WITH NAD 83/NA 2011 STATE P�ANE GRID COORDINATES OF NORTH I NG o 724198 e 070 ( ft ) EAST I NG o 1766300 e 839 ( ft ) E�EVATION: 709.87(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) ISe Oe999879204 THE NeCe �AMBERT GRID BEARING AND �OCALIZED HORIZONTAL GROUND DISTANCE FROM "750371-2 " TO —�— STAT I ON I S AL� �INEAR DIMENSIONS ARE �OCA�IZED HORIZONTA� DISTANCES �ERTICAL DATUM USED IS NAVD 88 • • • -GPS- 750371-2 �� I � I � 1 -BL- 3 _ � � ------ � 1 m , �, isfoo / /� \� �� -BL- 4 � _ ___ L— -------- —_ --- 5 ----SR 2182 AL�E� RD �,5 s\ 15 S/ /�� l �._ /� /�i1`' , -BL- 5 � PROJECT REFERENCE NO. SHEET NO. l7BPo8oRol0/ lC—1 r O 3� p N � � �z Z E1�D TIP PROJECT 17BP.8.R.101 —L— POT STA 20 + 45. 70 LOCALIZED PROJECT COORDII�ATES 1� = 723966. 7660 E=1767378. 7015 BAS E L I N E DATA �� POINT DCSCo NORTh��I EHST E�EVqTION � STRTION O��SET - ---------- -- ---- --- 1 G�'S 75�371-1 724��io5P�� 176577�o�51C 73�033 OUTSIDE PF�OJCCT �IMITS 2 GPS 75�371-2 7241�80�7�� 17663��083�� 7��087 OUTSIDE PROJECT �IMITS 3 B�-3 7241�2041�� 17665�90��87 6�5023 12�5�067 13063 �— �4 B�-4 724�J2�o2182 1766��801116 6750�� 15�6�084 15022 �- 5 Q�-5 723�8205�35 17673�3406213 E��6o�� OUTSIDE PROJECT �IMIT� NOTES 1. THE CONTROL DATA FOR THIS PROJECT WAS PROVIDED BY NCDOT. CONTROL POINTS PROVIDED ARE AS FOLLOWS: 750371-1 N= 724081.5099 E=1765775. 6515 ELEV. = 738.330 750371-2 N= 724198. 0700 E=1766300.8390 ELEV. = 709.870 SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT.IF FURTHER INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT. • INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL BY NCDOT. � INDICATES CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL BY NCDOT. NOTE: DRAWING NOT TO SCALE 1 z 0 N p m �, � N � � � S g7°40'� 5 g�°40'27° E 112=34� 39a94� w � � � � 0 z -GPS- w � N N N O Q N � O r� O z CHARLES E. MOORE DB 1733 PG 1451 PB 80 PG 50 z 0 N � � N N p W � MICHAEL A. DAVIS AND ANNIE H. DAVIS DB 1838 PG 921 PB 80 PG 50 -L- POT 10+09.54 75 D371-2 -L- PC 13+38.67 S g6°21'36° E� — ��9,0�' CLARENCE RAY EVANS JR.AND MARGARET EVENA DB 1938 PG 297 PB 80 PG 50 z 0 0 �o N - o � N _ � m � TO R/W I 0,79' EXISTING R W R/W TO E EIP TO R/W 2,15' � _ � — __—� —_ � - R� CITY LIMITS w �n _ Q N � � � � �IO O N Z ek�s r � S 75° OG � Exisrwc Riw -- f59.1/I JIMMY EUGENE LUCAS AND GAIL H. LUCAS DB 1501 PG 500 -1 - PT ll f77_.'. —� S 86�f' 86,00 s g6°I6'45° E 23��40' BEGIN TIP PROJE 17BP.8.R.101 -L- POC STA 13 + 50.00 � .� o ,� o``' `� �j � ➢_ e�,s ��, � 24�33 � N a5� 5' 35�,2 -L- Pl Sto ll+18.23 Pl Sta 15+72.79 0= 0° 39' /7.3" lRT) 0= ll° l9' S2.0" lLT) D= 0° 33' 13.8" D= 2° 25' 40.0" L = 118.23' L = 466.73' T = 59.1/' T = 234.13' R = 10,345.10' R = 2,360.00' SE = SEE PLANS I� J \U � I 0 ISBKD � I J � II� I 0 TOP= 82,89' �I � �I � � a �,� I � � I � � �� .' �� -BL- 3 ;P' _ __ _ 30'� �TAIN � 15+00 �_ i� 6; M r-- N � 0 � � CITY OF ASHEBORO � � � 40' SANITARY SEWER �"� � � EASEMENT PB 14 PG 20 M� ^� � X = w �C� / �\ a ��P �� S 32°I8'05" W 23,74' � �y � D.L. BUNCE Qy � DB 2188 PG 1826 � �y PB 79 PG 95 ^� � ' s Y + 90 � EX. R/W I� GRAU EX. R/W �, & 55' � r y 350 TL-2 & 55 � ca � � °' �,,"� Y �h � Mti I � - � _ � - — � � g:l — � � +13 �� EX. /JT PR LP�ERTIES \ DB 169 PG 992 , � �� S 86q ,98' +65 � EX. R/W + 70 �o�e- n,o � 5' & 45' 60 E I P ��,��`��Q�' P ...� �y P / Q 4 �Q Q � �Q� � �, �,_ �y ��o �� / �P h� BEGIN CULVERT y : oa ��, -L- POC STA 14 + 97.47 ± � �y� h�� DAVID S. WHTAKER AND '�� ' LLOYD J. HAMLET BARBARA H. WHITAKER � DB 683 PG 138 DB 1953 PG 1321 PB 14 PG 20 PB14PG20 � � S g6°21'4� 218,22' � e- � � �y F � 7 � •�� :� 45' g� + 30 � � 60 � 8��_ 20 LF OF INLET CHANNEL IMPROVEMENT EST. 55 TONS CL II RIP RAP EST.55 SY GEOTEXTILE CLASS II RIP RAP- 2' THICK W/ GEOTEXTILE (TYP.) � � � � � ��- SILL WITH NOTCH — CULVERT BURIED 1' — BACKFILL WITH NATIVE MATERIAL PER SPEC. MCDOWELL TIMBER COMPANY DB 2406 PG 1000 PB 70 PG 73 -�- r i ia �v� 20 LF OF OUTLET CHANNEL IMPROVEMENT EST. 40 TONS CL II RIP RAP EST.40 SY GEOTEXTILE r O N � � z 2 � � � D � � � �� D � A �9 �'L �J ` CLASS II RIP RAP 2' THICK W/ GEOTEXTILE (TYP.) --- 1' (TYP.) ?'I ��J 1' — � — �---- CULVERT BURIED 1' 0'-5' 21'-26' BACKFILL WITH NATIVE 32�_9�� MATERIAL PER SPEC. 20+00 OUTLET CHANNEL (LOOKING DOWNSTREAM) 0 � s A a� � � 3a„ EIP N 82� A� q� w g0 3 � N � � �� oa� Qo" � SHARON M. VOGT � o� N a g3 35' DB 2068 PG 1849 � z PB 103 PG 74 � E1P ON �INE Z @ ioia' o , � N CP A � � -L- POT 20+4, � OSCAR ORTIZ SAUREZ AND 9 w HIL DB g2136 PG EC80$ TEZ o N PB 103 PG 74 �� o � z 2SBKD � �,� � : �, � � z � �J WOODS --� -BL- 4 — _— -- EIP �— _� — RETA�N C ^ 85° 41' 16.8" E �.v � HEB�_ �IT�MIT S - -�— - I S � ��' F RAU 350 -2 �'57° E ,�6'm�^ 91 \ \ + 73 EX. R/W �y � �� —�� Z �� -� � — � � �- � �= � �- �\ � ,��' � "-' - �=� 9` J; � � WOODS � � �� .�� c/ � � �� , ��s\ � - � � �- ✓ LLOYD J. HAMLET DB 683 PG 138 P6 14 PG 20 END TIP PROJECT 17BP.8.R.101 —L— POC STA 16 +17.00 END CULVERT -L- POC STA 15 + 30.54 ± 1' (TYP.) 0'-5' T 18'-21' 32'-9" INLET CHANNEL (LOOKING DOWNSTREAM) � �•. � EXCAVATION EXCAVATION = 54 CY NOTE: FOR CUT CONDITION, USE CLASS II RIP RAP FLOOD BENCH BORDER WITH NATURAL GROUND COVERED WITH COIR FIBER MAT INSIDE BORDER. IN FILL CONDITION, USE CLASS II RIP RAP FILL THROUGHOUT WITH NATIVE BED MATERIAL FILLING THE VOIDS ON TOP. �'. SILL WITH NOTCH � EXCAVATION EXCAVATION = 58 CY INTERNAL BOX CULVERT SECTION 32'-9" x 12' -0" ALUMINUM BOX CULVERT NITH NOTCH AT AND OUTLET FOR -L- PROFILE, SEE SHEET 5 DO _ O❑ :�r�r�l�