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EX.: FH <br />ID #: HYD-20849 I 1 <br />o <br />1 <br />L-- — EX.: 8" GV O <br />ID #: VAL-49588 �" CD— —_ jo <br />�o <br />EX FH II _ — — W W EX 8" WATER MAIN 1 o 0 <br />O \ o _ — — W CLTWTR JOB# 100-04-118 J m <br />�2 O �� NI W FILE #1177-11 I I <br />O N EX 8" WATER MAIN o <br />?�,L CLTWTR JOB# 100-04-118 �' =W <br />G (P FILE #1177-11 _ _ _ — I N CD1 <br />_ _ 2 BO ASSEMBLY AND CONNECT TO& o <br />II O <br />� <br />N�� O _ L— —REMOVE EX 8" RJCAP, 2"TAP, 2— G� EX 8" WM WITH LONG PATTERN SOLID II <br />o / SLEEVE ONLY AFTER SUCCESSFULLY I o LL' <br />EX.: 6" GV Q NJ � — I 2" BO ASSEMBLY AND CONNECT TO z o <br />/ i CHLORINATION AND TESTING OF THE 1 �� <br />ID #: VAL-49720 �� 'A, / j cc EX 8" GV (49585) EX 8" WM WITH LONG PATTERN SOLID I _ � SLEEVE ONLY AFTER SUCCESSFULLY — <br />WATER MAIN.RP BACKFLOW DEVICES o � D <br />MUST BE TESTED AND CERTIFIED AT <br />EX FH �� 41 � EX 8" WATER MAIN CHLORINATION AND TESTING OF THE I O I w <br />\ Z� 41 <br />EX.: 6" GV 9 / / / OI CLTWTR JOB# 100-04-118 I II WATER MAIN.RP BACKFLOW DEVICES I EACH LOCATION. <br />EX 6" WATER MAIN �\ �� �i ID #: VAL-49721 / (P FILE #1177-11 V) MUST BE TESTED AND CERTIFIED AT I p �_ I o o I <br />CLTWTR JOB# 100-04-118 PAN I I I I 1 o I I -i , cD 1 <br />\ � OP M I EACH LOCATION. -o I I o � � <br />FILE #1177-11 \\ //�� `/`(� ``''���-� I I -0 I o o tf o o f O U <br />I O O ONE N> N 1 z c9 I / <br />\ �-A <br />EX. WATER <br />METER \ \ \ <br />\ \ COS 2 <br />REMOVE EX 6" PLUG, 2"TAP, 2" GV & 2" <br />BO ASSEMBLY AND CONNECT TO EX \ \ \ <br />6" WM WITH LONG PATTERN SOLID \ <br />SLEEVE ONLY AFTER SUCCESSFULLY \ PROP 3/4"IRRI. METER <br />CHLORINATION AND TESTING OF THE r1' BOC) <br />WATER MAIN.RP BACKFLOW DEVICES \ <br />MUST BE TESTED AND CERTIFIED AT CONTRACTOR TO INSTALL <br />EACH LOCATION. BACKFLOW PREVENTOR PER <br />EX FIBER OPTIC MARKER CLT WATER STANDARDS. <br />AND CABLE VAULT \ \ <br />�N�A \ \ <br />zozN N —� 1 1 _ w O <br />/ ``NA 1 I O I O � O O— N— N U I O _ O m <br />N I N� N> >N �N —4 CD <br />�� T (n" — <br />/ �O14_ ` �F \ 0 I O I O O 1 I I G O O O O °� 4 N � N41 <br />O ® 1 Z <br />l �V N_�_ N_� N �I I z (n � �� <br />o , w �� OT D � o PROJECT BOUNDARY C / <br />o cc r o —a—r—r r—a- <br />cn J 41 <br />+ r—a—r r 18 r C7 O I <br />—I 1 <br />00'Cml F F F1 TIE INTO TEEM J: p I I <br />0 y < ( ) I <br />717 LF± of 8" WM z I L� rn. 1 8' BOC, I I <br />PROP 8"X6" REDUCER AT cn r R.O. <br />-I T MIN COVER <br />r rn (TEE TO TEE) STA 6116 D I <br />EXISTING 6" GV --\ m 8' BOC, I BEGIN 8" RJDIP WM, PROP MH-7 I z j <br />\ 209 LF± of 8" WM I y O T MIN COVER 58' FROM BEND m 20 I I <br />\ \ \ \ (TIE IN TO TEE) D 8"x8"X8" TEE, I I (STA 0+00 @TEE 17 DUKE RIW I <br />PROP MH-13 \ \ 8' BOC, y 8" GV 15' W OF RP NEAR LOT 7) EX' I I 1 <br />�\ I I I I <br />T MIN COVER z 8" GV 15' N OF RP p <br />576 LF± of 8" WM (8J 11 12 0:::::::.... m <br />(TIE IN TO BO) 303 LF± of 8" WM O 10 <br />1 <br />8' BOC, \ (TEE TO TEE) I ETBACK _ <br />\ <br />T MIN COVER \ \ 8' BOC, I 10 S PROP MH 8 PROP MH-6 <br />T MIN COVER (TYP.) I II 1: ::: 65 LF± of 8" RJDIP WM <br />\ BILLINGS FARM ROAD / I I <br />PROP FH WITH SWIVEL TEE 5" RC (TOWN OF HUNTERSVILLE MAINTAINED) 16 PROP. E M' I I 1 (PROPERTY LINE TO TIE IN) <br />PROP MH-14 - —_ — — � WATER ESMT 3' MIN COVER <br />N / (6' BOC) 15' N OF RP — (SHADED) I I 1 <br />PER STD DTL 5A 6 I o \\ 8"x8"x8"x8" CROSS II o I <br />\ �.L^ 8" GV TN OF FH 8i�*74& I I fr -Y*Y7- : o rm I <br />\ 6*J6-49-RJDIP t 8" GV 15' S OF RP START OF 400' RADIUS BEND I I <br />5 <br />O BENDS, 8" GV @ LL 21/22 I ) N I <br />' - - 2soy3 22 II PROPERTY LINE Dj I II <br />ICI O (TYP.) <br />337 LF± of 8" RJDIP WM 1 <br />10' SETBACK (TYP.) II" WATER METER 7' PLANTING STIR <br />(TEE TO PROPERTY LINE) <br />X-ING #4 W/20' I / ICI (TYP.), 1' BOC X-ING #5 W/ 20' II I 1 <br />5' MIN COVER I <br />IN QRO 2 DIP - 37 I / DIP CENTERED - a ,, om REMOVE 8" PLUG, 2" TAP, 2" GV AND 2" BO <br />CENTERED I I % 38 SEE TABLE COMMON 0P2N I :::::: <br />SEE TABLE 39 11 O O 5' CONC. SIDEWALK \ \ I I AND CONNECT TO EXISTING 8" MAIN WITH <br />\ .O DRIVEWAY (TYP.) 40 O v CONTINUE 11�Q:: SPACE <br />� $ooa 4 i II PROP MH-5 8" RJDIP PAST \ � �..: X-ING #8 CENTERED - I I LONG PATTERN SOLID SLEEVE ONLY AFTER <br />� <br />/ 2 42 U / 1.03AC :SEE TABLE SUCCESSFULLY CHLORINATION AND <br />\ �p0• \ / \ 11- PROP MH-15 BEND TO TEE <br />36 <br />23 TESTING OF THE WATER MAIN. RP <br />O 130 LF± of 8" WM END OF 400' BACKFLOW DEVICES MUST BE TESTED AND <br />43 I (TEE TO RJCAP) <br />CERTIFIED AT EACH LOCATION. <br />� Ce RADIUS BEND <br />I I� 8' BOC, PROP N 1 <br />�� T MIN COVER <br />II I <br />1 <br />�Q \ X-ING #1 W/ 20' p \\ 44 /� _ _ — _ I \ PROP. FH AT LOTLINE 23/24 1 ::: LINKSLAND DR <br />\ _ _ _ _ II X-ING #6 W/ 20 I <br />DIP CENTERED - I n i I I W/ SWIVEL TEE PER DETAIL 5A, , <br />\ SEE TABLE .! \ \ DIP CENTERED - (TOWN OF HUNTERSVILLE MAINTAINED) <br />6„ 6'BOC'8"GV3'EOFFH 1 \ ; I <br />\ \� �� _ _ SEE TABLE 33 c / k ... -. �:: <br />EX 16" WATER MAIN <br />5 �\ — — — _ 3&" RCp \ 24 PROP. WALL BLOCKING \ EX.: FH <br />CLT WTR FILE #: 918 001 \ 45 J — — — — _ _ _— _ _ _ �\ PC <br />\ / // O O �� 20' PERIMETER FBU FER 5' CONC. SIDEWALK \\ / PER DTL. "DD" \ \ ID #: HYD-20860 <br />CLTWTR JOB #: 300-98-040 \ / G <br />V 1. <br />\ PROP MH-12 \\ // J� OJ �\ 400' RADIUS BEND;::;: \ <br />X-ING #3 W/ 20' G / \ \:::::. CHANGE OF DIRECTION ::::l:' : \ <br />\ \\ PROPERTY LINE \� 7' PLANTING STRIPcc EX. 8" WM FIELD LOCATED <br />\ DIP DENTERED -� \\ / i�� 2J �� / \\� ( �/ ur F\ CLT WTR JOB #: 100 99 005 <br />END OF EX 16" WATER MAIN <br />BEGIN OF EX 12" WATER MAIN <br />EX.WATER VALVE <br />CROSSING DATA <br />TOP <br />PIPE BOP <br />BOTTOM PIPE <br />CROSSING <br />GROUND ELE. <br />TOP PIPE <br />BOTTOM PIPE <br />ELE. <br />TOP ELE. <br />1 <br />759.32 <br />15" RCP <br />8" WM <br />753.76 <br />752.76 <br />2 <br />759.24 <br />15" RCP <br />8" WM <br />753.64 <br />752.64 <br />3 <br />758.58 <br />8" WM <br />15" RCP <br />754.91 <br />750.98 <br />4 <br />757.68 <br />15" RCP <br />8" WM <br />754.33 <br />753.33 <br />5 <br />761.48 <br />15" RCP <br />8" WM <br />757.88 <br />756.88 <br />6 <br />760.03 <br />18" RCP <br />2" WM <br />757.00 <br />756.00 <br />7 <br />750.40 <br />2" WM <br />36" RCP <br />747.23 <br />745.76 <br />8 <br />759.55 <br />15" RCP <br />8" WM <br />758.21 <br />754.60 <br />CLEAR <br />1.00, <br />1.00, <br />3.93' <br />1.00, <br />1.00, <br />1.00, <br />1.47' <br />3.61' <br />CHARLOTTE <br />W4JER <br />APPROVED <br />,11� 11 /14/2023 <br />Chris Saunders Date <br />rh I <br />N <br />I <br />0 <br />SEAL ro <br />*_ <br />o <br />1111111110►�(01(6/7-3 <br />I I <br />►►►►u a ���� <br />C A 'Ro <br />ENGj <br />.z OFF' <br />"* �w c-293o *= <br />=v <br />i °cS- <br />n► <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH <br />CHARLOTTE WATER STANDARD SPECIFICATIONS. <br />Landworks <br />Design Group, PA <br />CREATING SPACES TO LIVE, WORK AND PLAY <br />1230 West Morehead Street, Suite 304 tel• 704-841-1604 <br />Charlotte, NC 28208 fax 704-841-1604 <br />Page 37 <br />