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Home My WebLink About20170185 Ver 1_780283_ut_rdy__UC04psh-Default-000_20170214N Z O > w � MANH❑LE# TOP ELEV, INVERT IN INVERT IN INVERT ❑UT MH1 737,44' z4" 726,34' MH2 739,42' 18" 726,82' 15" 728,52' 24" 726,62' MH3 740,40 18" 728,40' 15" 726,80' 18" 726,80' MH4 741,03' 15" 732,23' 18" 732,13' MH5 741,34' 15" 732,24' MH6 741,08' 15" 731,58' 8" 732,88' 15' 731,43' MH7 740,18' 15" 731,63' 15" 731,58' MH8 739,52' 15" 731,77' 15" 731,77' MH9 740,92' 15" 733,42' MH10 740,16' 15" 7z7,51' 15" 727,51' MH11 738,54' 15" 728,64' MH12 747,91' 8" 743,51 8" 742,56' MH13 739,57' 10" 735,97' MH14 743,24' 10"A 736,74' 10"B 738,34 10" 736,69' MH15 751,62' 10" 745,22' MH16 740,04' ABANDONED ABAND❑NED ' � G. FERGUSON �367 PG l84� e �,; �� MH II 2 ss ss CITY OF REIDSVILLE DB 600 PG 280 DB 678 PG 324 1 DB 851 PG 2093 � � ��JOHN V. FERGUSON � \ �` GAYLE G.FERGUSON � � � DB 1054 PG 618 � PB 16 PG 72 � s 5'� \�\ \ � � � \` �' ��, � �v_ � \\ :\ � � PROP.. ;.`-� 1-12" PLUG � �� + 26 +/- (-L-) � � � �� 36' RT 45 DEGREE BEND WOODS AND LANDSCAPING \ -- TEMPORARY SILT FENCE � ' 1-SILT FENCE WATTLE - �',, BREAK AT LOW POWT (TYP EACH SIDE OF �ExisriNc Riw � STREAM) I5 RCI >_I L�� - --- -r --�-_��FTAIN�- - r--- N 67° 56' 33.4�� E SR 2686 RICHARDSON DR � �TO SHERWOOD DR 24' BST PK ---- _- � -� - 12" CIP, City Of Reidsville---�--l--------------- lu � � �o9r' �- ti��\ j �," ----w��------t��,p n, l �Frq�� j EIP T � �� R i w i G�,� / � a�OBBIE K. KI�' "', f3 399 PG 2 � 762 PG 2�� - -, �,,,�„ n,r• PROP. 12" LINE STOP + 90 +/- (-L-) 34' RT LINE STOP D A T U M D E S C R I P T I O N PROVIDE THRUST COLLAR PER DETAIL THE LOCAL I ZED COORD I NATE SYSTEM DEVELOPED FOR TH I S PROJECT AND ALLOW CONCRETE TO OBTAIN I S BASED ON THE STATE PLANE COORD I NATES ESTABL I SHED BY 3,000 PSI STRENGTH BEFORE BACKFILLING SHALL BE ALLOWED NCDOT FOR MONUMENT "780283-2" WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF PROP.I2��VALVE NORTHING: 944251.831(ft) EASTING: 1800064.891(ft) CONTRACTOR SHALLLOCATE -� ELEVAT I ON: 748.11( ft ) EXIST. 12�� WATER LINE; THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT BEGIN NEw �2�� WATER LINE. ( GROUND TO GR I D) I S: 1. 0000230844 VALVE TIE-RODDED To THRUST COLLAR THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM +oo+i (-�-)� "780283-2" TO -L- STATION 10+00.00 IS =______________________________= 34�RT N 54° 42' 12.3" E DISTANCE: 100.10 ft BM1 ELEVATION = 738.5i' GATE VALVE ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES N 944446 E 1800277 VERTICAL DATUM USED IS NAVD 88 B� STATION is•6�.a0 99' LEFT 60D NA I L I N 1 fd " SWEETGUM Y Z Z Y i I Z Y Y Z Z i Z Y Y i Z Y Y Z Z i Y Y Z Y Z Y Y Z 2 I 750 740 730 72 0 710 f �:aY�%II � �'/� l �:a�i►i �iii � �� ' � � - ��I ■ ■■ � • � • • • �■■I ■■t--------------J■■! ■r---------------�■Id ■ I � � • ==JI � I ' ' � ' • ' ' ��I I ;V��■�I�I 1 ' � ■■r■I l � � � � ��I ■■■■r--------------11 ■ ■■■� � � . . . n ■ ■■■� II ■ ■■■� ' ' � ' � II � �� • . . � II iiii '• STA. 10 + 59.2 7 I PROP. 12" 45 DEGR E HOR. BEND. ROTATE AS NECESSARY �L v �SS If RiP iZAi' A �OD BENCH ;T. 10 TONS RI ��T.10 SY GEC? N 5�'�� 30 LF 01 CHANNE EST. 60 i EST.60 m�� SPECIAL � � SEE DET� �EST. 22 � J � � �...-i - --H - t-r�rtiA -,.-,-��r��,�,�T= - - � ;6" WD =� ZI -'� / 44' RT 45 DEGREE BEND a 12+50.OG -L- PT :�d�e ;L e :�:�m�.. BEGIN CULV ER- -L- Stao -''- I �"�' 30 LF OF OUTI � CHANNEL IMPR = r-cT �;n Tnr.�� : PROP 252' OF 12" WATER LINE (1) 5'-0" MIN OFF PROP. WING WALLS (TYP.) RICHARD A. PROP 160' OF 24" 4� CRESENZO STEEL ENCASEMENT NEVA JACKSON CRESENZO �''� 765 PG 1889 '� 19 P� 39 �� EX 24' DIP SANITARY - SEWER i i - EX GRADE 47 i` A ``�L.�I�o,� � J. CRESENZC �� 34 PG 220� i iiii►�ir=====_--====9iii� -- 1 ■■■■`�. ' � ' 1■■■■ 1 ■■■■■■1 � : 1■■■■■ ■■■■■■1 ; � - • . 1■■■ � iiiiiiooiiiiiii�■iiii �� ■■■■■■■■■■■■■■■■■■■■■■■ � ■■■■■■■■■■■n■■■■■■■■■■ - � .. ■■■■■■■■■■�■■■■■■■■■ ■■■■■■■■■■ �� ■■■■■■■■■ w��■■��■�� ■��■■��i Ir��rl �� I •�� i�l 11 12 PROP. ABANDON 200' OF 12" UTILITY PIPE CONTRACTOR SHALL REMOVE ALL ABANDONED ROCKINGHAM COUNTY UTILITIES, INCLUDING VALVE AND APPURTENANCES W CONFLICT WITH PROPOSED IMPROVEMENTS. IF NOT IN CONFLICT, FILL WITH GROUT TO NCDOT STANDARDS NCDOT � STATIONING (TYP.) ��IAS S� � ;_MENI . ll RIP R,� � � � � � r�� a- _ +31 +/- -L- h�� i ��I'vi � Y ��'ra� rWATER LINE 34' RT LUTHERAN CHU ` STATIONING 45 DEGREE BEND ` DB 513 PG IC , ;,� n� �� r � (TYP.) � � � � � y d-��r��, r o104 �o oo- I �, ,.�� t� " � PROP. �-�2�� P�u� �' �t�r 1��54.06 c� 0 � � � c�' IN _ � � GV � z� �� o � � � � � � � � � C r � �, � I'I � z C �' �1 I i- o Q S R/W 7�'cr' � �" 1iN� R�W , o � O --� Exis - w TO EIP „STL _ iNc �t; wl _ o=�_ 2��STL -� � 61° I�' � R�, �� 1� o, T� CR ESCENT � �, �- 34' BST PK '"� r� �n � o � � SR 268e RICHAFtC - �� ReIdS�/Ille UME � I _ C1 t`� - FL � -�- ,�-_� �° �IP� � - - ' � _ �� -- � � _i�� mo \ � �� p �� ` � �. z �� HEDGES � � � .� � -o �I � � C, �� ISBK m ' �-. � PROP.12" LINE STOP +13+/- - 40' RT BLOWOFF � U!" ' j� � � � � + 18 +/- (-L-)� i I 40' RT 45 DEGREE BEN PROP. 2" BLOWOFF 3'-0' MIN COVER (TYP) ! �! ! u � EX 12' CIP WATER LINE STA. 112 + 76 PROP.12" LINE STOP STA. 12 + 71 PROP. THRUST COLLAR STA. 12 + bb PROP. 12" GATE VALVE I STA. 12 + 48.24 PROP. 12" 45 DEGREE HOR. BEND. ROTATE AS NECESSARY STA. 12 + 34.2 7 PROP. 12" 45 DEGREE HOR. BEND. ROTATE AS NECESSARY STA. 12 + 2 9.2 7 PROP. 2" BLOWOFF ASSEMBLY 13 14 +58+/- _�_ �r � � )ON LAKE 33' R7 � ��ET, LLCo � LINE STOP , PROVIDE THRUST COiLAR PER DETAIL AND ALLOW CONCRETE TO OBTAIN 3,000 PSI STRENGTH BEFORE BACKFILLING SHALL BE ALLOWED PROP. 12" VALVE \--� CONTRACTOR SHALL LOCATE EXIST. 12" WATER LINE; END NEW 12" WATER LINE. VALVE TIE-RODDED TO THRUST COLLAR + 48 +/- (-L-) 33' RT GATE VALVE `� � D z w _ o � `s e � � `s ' I I\V V Ll� I I\LI LI \LIV V L IVIJ • JI ILL I IVU • 17BP.7.R.104 - ROCKINGHAM 283 4 DES I GNED BY: ��,,� DRAWN BY : : `��Q;O��SSIo�l,�'y ': CHECKED BY: :�QQ ��; APPROVED BY: = SEAL = = 37878 " REVISED: : NORTH CAROL I NA �=�y'•�NGINE��'��= DEPARTMENT OF •.,'hFs"R :"GR�.� TRANSPORTAT I ON ��,,,,�.�� UT I L I T I ES ENG I NEER I NG SEC. Document Not Considered Final PH ONE •( 91 9) 707-6690 Unless AlI Signatures Completed UTILITY CONSTRUCTION FAX :( 91 9) 250-41 51 PLANS ONLY Prepared in the OfFice of: THE WOOTEN COMPANY 120 North Boylan Avenue Raleigh NC 27603-1423 919.828.0531 fax919.834.3589 License Number: F-0115 VERTICAL SCALE HORIZONTAL SCALE �� Q �� Q� 2r�� Q 2�5' 50' ■��■ ■��■ UTILITY CONSTRUCTION ��e�e��A�' �� ll ��e�l� � II9� N�'Il' USE ]F�R C�NS'd'RUC'Il'I�N �� dD� N�'J[' USE F�IB R% W AC�UISI'Jf'I�N THE ESTIMATED QUANTITY OF DUCTILE IRON WATER PIPE FITTINGS ON THS PLAN SHEET IS 1,030 POUNDS. THE ACTUAL QUANTITY AND TYPE OF FITTINGS WILL VARY BASED ON FIELD CONDITIONS. 750 740 730 720 710