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0 <br />/ 01A-PUBLIC SSMH <br />J� <br />EX. R/W <br />EX. 8" SS (CITY <br />OF CONCORD) <br />O O <br />EX. 16" WM (CITY <br />EX. FH (CITY TEMPORARY DOGHOUSE SSMH <br />OF CONCORD) OF CONCORD) <br />EX. EOP i\ VARIABLE <br />RIABLE WIDTH 20' CLTWATER SSE <br />SS <br />/ 02-PUBLIC SSMH <br />EX. 15' CLT WATER SSE <br />TO BE ABANDONED <br />STA:2+95.88 / <br />i <br />45°BEND / `� / /' EX. 8" SS TO BE 4 <br />/ 55 ABANDONED <br />04-PVT SSMH ;y Q <br />55 / 1 SEE INSET "B" O + <br />STA:3+53.88 �� SEE INSET "A"\\} <br />/ END RJDIP • •STA:2+77.73� t\v� O e <br />/ SS / / 45•BEND I - - <br />CONCORD ®�� <br />/ y F <br />•7S,, . lloll <br />P r <br />EX. R/W STA: 2+19.73 <br />9 <br />PROP. EOP BEGIN RJDIP <br />SS / /��Py.,S'� / �•-�. ' /. <br />GP�O� PROP. R/W ,. <br />/ N60 / 10' SETBACK <br />w / EX. 15" RCP / / / /• • / <br />-w- 0" "1_ PROP. 8" WM, <br />ri <br />/ w w w vv / /` �� 9' OFF BOC p PROP. 956 LF OF <br />/ STA:5+46.80 0 5' MIN. COVER 8" WM, 6' OFF BOC, <br />/ CROSSING #1 , 5k�o 0 5' MIN. COVER \ <br />S VARIABLE CLTW <br />/ STA:5+77.95 of WM EASEMENT CROSSING #2 0� / <br />- <br />�� / / # I 25-PVT SSMH <br />SS I-,"o EX. 8" CPP /C 7 <br />AL <br />��� / / / / <br />o EASEMENT = <br />�13+ <br />ci/ EX. 8" CPP <br />\ �P STA:7+43.31 <br />7 J� VARIABLE UGE CROSSING RANGING ° �a <br />\ oG,A ° UT �/ FROM 3'-4' OF COVER I <br />WATER TO HAVE 5' MIN COVER / <br />O I <br />0 10 /�, / 9-18-133 <br />ss 0 ADDRESS <br />STA: 8+75.71LQ <br />/ J� <br />CROSSING #3 •0, <br />Z r o J� / EX. R/W <br />22.5' RJ BEND W/ J� 029-#134 <br />THRUST BLOCKING �? o� /off NOASS <br />2 <br />J v STA:9+43.56 - J� STA:8+89.66 <br />o 11.25' RJ BEND W/ BEGIN RJDIP <br />THRUST BLOCKING <br />EX. 8" WM <br />CLT WATER JOB #100-14-009 � <br />V J� REMOVE EX. 8" RJ CAP, 2" <br />PROP. 8" GV 3' N OF TEE `� �® TAP AND 2" BO ASSEMBLY \ <br />- uTLO/ <br />ID #VAL-50435 <br />STA:9+56.21 EX. 8 GV (3' FROM TEE) <br />REMOVE/REPLACE EX. 8"X8'X8" TEE. TO BE REMOVED 029-18-130 <br />END RJDIP AND CONNECT TO EX. 8" 13720 MALLARD <br />WM ONLY AFTER SUCCESSFUL TESTING EX. 12"X8" REDUCER CREEK RD B <br />AND SAMPLING. RP BACKFLOW DEVICE 3' S OF TEE <br />MUST BE CERTIFIED AND TESTED AT <br />EACH LOCATION EX. 12" WM <br />\,\ EX. 12" GV CLT WATER JOB #100-14-009 <br />ID #VAL-107943 / <br />off, 1\ r ° EX. FH <br />1 EX. EOP ID #HYD-25226 <br />2" BACKFLOW ASSEMBLY 4" <br />6" BACKFLOW ASSEMBLY <br />-f- <br />1" BACKFLOW <br />ASSEMBLY <br />2" DOMESTIC METER, PER <br />DETAIL "R" (BY <br />DEVELOPERS CONTRACTOR) <br />6" FIRE LINE SERVICE W/ 1" <br />DETECTOR CHECK METER <br />STA: 2+51.23 <br />8"X2" TAPPING SADDLE <br />AND CORP. STOP <br />w <br />Sao <br />15' SETBACK LINE - <br />NOTE: <br />TAPPING SLEEVES, TEES AND BENDS TO USE <br />THRUST BLOCKING UNLESS NOTED OTHERWISE <br />: 2+47.45 <br />8"X6" SWIVEL TEE <br />GV <br />ROP. R/W <br />A: 2+42.45 <br />'X1" SERVICE SADDLE <br />CORP. STOP <br />8' NUr-WALN <br />5' PLANTING STRIP <br />1" IRRIGATION METER <br />W/ TYPE K COPPER <br />(BY DEVELOPER'S <br />CONTRACTOR) <br />INSET A <br />SCALE 1 "=10' <br />STA:1 +94.58 <br />8"X1" TAPPING SADDLE <br />& CORP. STOP <br />STA:1 +90.23 <br />8"X8"X8" MJ TEE <br />8" FOSTER ADAPTOR <br />8"G V <br />4 <br />STA:1 +84.23 <br />8"X8"X4" MJ TEE <br />4" FOSTER ADAPTOR <br />4" GV <br />8' SIDEWALK <br />5' PLANTING STRIP-\ <br />W <br />?9-18-1 Z <br />13651 GRAFT( <br />REGIS LN <br />2 <br />I \ <br />o <br />PROP. 8" SS <br />SEE SHEET 4 <br />i 03-PUBLIC SSMH <br />I <br />PROP. CLTWATER SSE WIDTH VARIES <br />�Q <br />C <br />PROJECT DATA <br />PE OF FITTING <br />\� - <br />Horizontal Bend <br />ANGLE OF BEND <br />" <br />HORIZONTAL BEND e. <br />DIAMETER OF BEND (IN) <br />B <br />UNIT FRICTIONAL FORCE I 118 <br />LAVING CONDITION <br />(LBS/FT) <br />Type 2 <br />SOIL DESIGNATION <br />UNIT BEARING RESISTANCE j32 <br />SIIt 1 <br />(LBS/FT) <br />DEPTH OF COVER (FT) <br />REQUIRED RESTRAINED LENGTH <br />3 <br />FOR EACH SIDE OF THE BEND <br />DESIGN PRESSURE (PSI) <br />200 <br />BARE Ll (FT) 58.0 <br />SAFETYFACTOR <br />zo - <br />POLYWRAPPED L1 (FT) 71.8 <br />PROJECT DATA <br />TYPE OF FITTING <br />Horizontal Bend <br />ANGLE OF BEND <br />HORIZONTAL BEND <br />DIAMETER OF BEND (IN) <br />B <br />UNIT FRICTIONAL FORCE Ll 118 <br />LAYINGCONDITION <br />(LBS/FT) <br />Type 2 <br />SOILDESIGNATION <br />UNIT BEARING RESISTANCE 132 <br />Siltl <br />(LB5/FT) <br />DEPTH OF COVER (FT) <br />REQUIRED RESTRAINED LENGTH <br />:1FOR <br />EACH SIDE OF THE BEND <br />DESIGN PRESSURE (PSI) <br />200 <br />BARE Ll (FT) 27.B <br />SAFETY FACTOR <br />2"D <br />POLYWRAPPED Ll (FT) 34.5 <br />CROSSINGS TABLE <br />�'- <br />e <br />EX SSMH-533958 <br />"L <br />I I I <br />EX. GRADE ELEV. = 702.55 <br />STA:0+21.00 <br />ram_-' <br />1 <br />EX. GAS BOT ELEV. = 700.19 <br />REMOVE EX. 8" RJ CAP, 2" TAP, 2" <br />PROP. WATER TOP ELEV. = 697.55 <br />GV, AND 2" BO ASSEMBLY AND TIE <br />15" RCP <br />VERTICAL SEPARATION = 2.64FT <br />INTO EX. 8" WM ONLY AFTER <br />I <br />"- <br />EX. GRADE ELEV. = 702.53 <br />SUCCESSFUL TESTING AND SAMPLING.- <br />2 <br />EX. STORM BOT ELEV. = 699.14 <br />RP BACK -FLOW DEVICES MUST BE <br />III <br />i� <br />EX. R/W <br />PROP. WATER TOP ELEV. = 697.53 <br />TESTED AND CERTIFIED AT EACH LOCATION <br />VERTICAL SEPARATION = 1.61FT <br />EX. 15' CLT WATER SSE <br />EX. GRADE ELEV. = 709.10 <br />DB 29270 PG 652 <br />EX. GAS BOT ELEV. = 707.08 <br />3 <br />EX. FO BOT ELEV. = 706.36 <br />PROP. WATER TOP ELEV. = 704.10 <br />STA:0+00.00 <br />EX. 8" GV <br />I <br />VERTICAL SEPARATION = 2.26FT <br />ID #VAL-112164 <br />= a <br />II 1 o a _ <br />EX. R/W <br />1.- O <br />(if <br />U <br />01 �o <br />EX. 8" SS % <br />EX. 8" PVC WM <br />JOB <br />QO�F v� JOB #100-14-009 <br />49 <br />EX. FH H <br />ID # HYD-25266 <br />� <br />EX SSMH-533949 <br />1" IRRIGATION METER W/ <br />TYPE K COPPER (BY <br />DEVELOPERS CONTRACTOR) <br />r8" FIRE LINE W/ RJDIP <br />SERVICE W/ 1" DETECTOR <br />CHECK METER <br />-w� <br />F <br />PVIW PVTW <br />v <br />4" COMPOUND DOMES <br />METER W/ RJDIP, PER <br />DETAIL "F" (BY DEVELOPERS <br />CONTRACTOR) <br />INSET B PROP. R/W <br />SCALE 1 "=10' <br />OW ASSEMBLY <br />SETBACK <br />BACKFLOW ASSEMBLY <br />a AUI\r LUVV ASSEMBLY <br />CHARLOTTE <br />W()TER <br />APPROVED <br />X"� 11 /02/2023 <br />Chris Saunders Date <br />APPROVALS ( SEALS <br />a <br />DESIGN <br />RESOURCE <br />GROUP <br />CHARLOTTE <br />WJ)TER <br />CARO <br />• <br />NORTH <br />• �S °ti•' ��% <br />_�� <br />- 047286 <br />LANDSCAPE ARCHITECTURE <br />CIVIL ENGINEERING <br />Cam'. 10,2(.23 <br />TRANSPORTATION PLANNING <br />�Q'• O <br />ii�s�ANC I NEE •��\�� <br />Lane, Charlotte, NC 28205 <br />704.343.06081111 ne <br />www.drgrp.com <br />fB I Ig�\�\\\ <br />CHARLOTTE WATER <br />CHARLOTTE, NORTH CAROLINA <br />100-22-086 (W) <br />10o-2(s) <br />Jobb No. File No. WATER EXTENSION & SEWER <br />N <br />Scales RELOCATION TO CAROLINA LILY <br />PLAN <br />1" = 40' <br />NCRLS (AS BUILT) NCPE (AS BUILT) PROFILE Hor. <br />Vert. WATER DISTRIBUTION PLAN <br />As Built Date <br />Of <br />KAH KAH JBB 142.U.23 4 Sheet <br />No. Date By Revision Surveyed By Designed By Drawn By Project-Engr Approved By Date 3 4 <br />Page 33 <br />