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CHARLOTTE <br />WTER <br />Xffm=&M\?1mkMa Us)) �� MUM ealcomilmWw"I <br />VICINITY MAP N.T.S. <br />INDEX OF SHEETS <br />SHEET NO. <br />1 OF 4 COVER SHEET WATER E TENSIO SEWER RELOU"ATION 2 OF 4 PERMIT, GENERAL NOTES, AND STREET CROSS SECTIONS <br />3 OF 4 WATER DISTRIBUTION PLAN <br />4 OF 4 01-PUBLIC SSMH TO EX. SSMH-533958 <br />PORTSMOUTH DR. & LATERALS TO SERVE <br />NOTE: <br />1. ABANDONMENT AGREEMENT MUST BE <br />SUBMITTED TO CLT WATER FOR REVIEW PRIOR <br />TO ISSUING CONSTRUCTION CONTRACTS. <br />ABANDONMENT WILL NOT GET RECORDED UNTIL <br />THE AS-BUILTS HAVE BEEN APPROVED & <br />NOTICE TO FINAL SENT. DO NOT ALTER THE <br />STANDARD CITY EASEMENT FORM. <br />2. SEWER EASEMENT MUST BE RECORDED PRIOR <br />TO ISSUING CONSTRUCTION CONTRACTS. <br />SUBMIT AGREEMENT AND MAP TO CLT WATER <br />FOR REVIEW PRIOR TO RECORDING. DO NOT <br />ALTER THE STANDARD CITY EASEMENT FORM <br />3. THIS PROJECT IS PENDING A CAP REVIEW AND <br />APPROVAL. CAP REVIEW MAY DETERMINE THIS <br />PROJECT WILL REQUIRE ADDITIONAL <br />INFRASTRUCTURE UPGRADES TO <br />ACCOMMODATE THE ADDITIONAL FLOW. <br />PROJECT SHALL NOT BE FINALIZED UNTIL ALL <br />REQUIREMENTS (IF ANY) ARE MET. <br />PIPE ABANDONMENT TABLE <br />INFRASTRUCTURE TYPE <br />MATERIAL <br />SIZE <br />LENGTH ABANDONED (LF) <br />SANITARYSEWER <br />PVC <br />8 <br />401 <br />/\lop 10, <br />/ O a <br />EX. R/W / \ <br />/ rr <br />45896367300000 <br />8361 CONCORD <br />MILLS BLVD <br />o <br />PROP. EOP <br />101—PUBLIC SSMHPUBLIC SSMH <br />EX SSMH-533948 <br />4589349842,__ <br />1301 LILY GREEW r" <br />/ 58.87LF 8" SS <br />EX. 8" SS (CITY N80.41'35"E <br />OF CONCORD) 180.35LF 8" SSA <br />EX. 16" WM (CITY <br />OF CONCORD) / <br />EX. EOP 55 <br />PROP. EOP � <br />CONCORD ��6'TAON <br />MECKLEN METER <br />8" FIRE LINE � <br />w �P 33 ���° / / 4" DOMESTIC METER <br />EX. R/W \ <br />01 A —PUBLIC SSMH <br />� o <br />,,—TEMPORARY DOGHOUSE SSMH <br />v A I \_ o <br />EX. 8" SAN SWR <br />401 LF TO BE <br />ABANDONED a <br />JOB #100-14-510 <br />�16.91 <br />BLIC SSMH <br />F 8" SS LATERAL—F�°�F� <br />0 04—PVT SSMH" <br />CABARRUS OUNTY <br />' NBURG Coymi1 i �� <br />-� I <br />Ft0 ®® o <br />QU P P�� P�NE� <br />B C <br />BMP <br />II 2 \ <br />i �0�� 5 �P N33.10'56"E _ <br />C, , o�� 2" DOMESTIC METER <br />PROP 956' WM �c° 6" FIRE LINE 179.44LF 8" SS <br />I 'I D <br />1" IRRIGATION METER 03—PUBLIC SSMH <br />,I <br />25—PVT SSMH E N07.17'30"E <br />28.04LF 8" SS LATERAL _ _ 56.45LF 8" SS <br />VARIABLE CLTW EASEMENT 'P --- <br />�4e/ 410, � I� II ,_. EX SSMH-533958 <br />/ PROP. R/W I / <br />EX. 15' CLT WATER SSE <br />r 029-18-133 I I f DB 29270 PG 652 — <br />NO ADDRESS _ EX. 8" GV � <br />EX. 8" WM ° p I 029-1 — ID #VAL-112164 0 —132 <br />CLT WATER JOB#100-14-009 J n 113651 REGI R FT( o W DDRESS — <br />? �0 9-18-134 EX. 8" PVC WM = z <br />i 0 ADDRESS JOB #100-14-009 <br />m ? EX SSMH-533949 <br />EX. 8" GV o p a _ <br />WATER CONNECTION POINT S <br />ID #VAL-50435 p EX. FH cn � <br />w ID #HYD-25266 W o <br />W o <br />\ 029-18-130 <br />—� 13720 MALLARD <br />CREEK RD B <br />DESIGN COMPANY: <br />PLANS PREPARED BY: DESIGN RESOURCE GROUP, P.A. <br />ADDRESS: 1111 HAWTHORNE LANE, CHARLOTTE, NC 28205 <br />PHONE: TELE. 704.343.0608 <br />EMAIL: JOE©DRGRP.COM CONTACT: JOSEPH BOULOS <br />DATE DESIGN COMPLETED: 10.26.23 <br />SURVEY COMPANY: <br />SURVEYED BY: CPT ENGINEERING & SURVEYING INC. <br />ADDRESS: 4400 TYNING ST., HIGH POINT, NC 27265 <br />PHONE: 336.812.8800 <br />EMAIL: JEFFC@CPTENGINEERING.COM CONTACT: JEFFERY CAISON <br />DATE SURVEY COMPLETED: 03.13.23 <br />DEVELOPER: <br />DEVELOPER: FIDUCIARY REAL ESTATE DEVELOPMENT, INC. <br />ADDRESS: 789 NORTH WATER STREET, SUITE 200, MILWAUKEE, WI 53202 <br />EMAIL: TDEROSAQFRED-INC.COM <br />CONTACT: TONY DEROSA PHONE: 414.226.4535 <br />PLAN REVIEWER: JONATHAN PAUL <br />CONTRACTOR: <br />INSPECTOR: <br />DATE TO SYSTEMS & RECORDS: <br />BY: <br />INSIDE CHARLOTTE: ( X ) YES () NO <br />TOPO NO: 804 <br />COMPLEX PROJECT: () YES ( X) NO <br />TAX PARCEL NO: 029-18-107 <br />EX. FH <br />\ ID #HYD-25266 <br />\ EX. 12" GV <br />ID #VAL-107943 <br />3 EX. 12" WM <br />CLT WATER JOB #100-14-009 <br />O <br />0 <br />Know what's below. <br />Call before you dig. <br />1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING <br />APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES <br />ARE LOCATED PRIOR TO CONSTRUCTION. <br />2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING <br />FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE <br />PUBLIC <br />3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE <br />REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA <br />DEPARTMENT OF TRANSPORTATION AND CHARLOTTE— <br />MECKLENBURG UTILITIES SPECIFICATIONS. <br />4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS <br />PART 1926 SUBPART P, OR AS NOTED. <br />NORTH <br />SCALE: 1" <br />IN <br />100' <br />FM — <br />CHARLOTTE <br />W4JER <br />APPROVED <br />G <br />-Zli•�,� 11 /02/2023 <br />Chris Saunders <br />No. Date I B <br />Date <br />C A <br />S <br />047286 = <br />c-' 10.2/.23 c <br />�s F�CINEE�•'• �� <br />�/lllllll\�� <br />Revision <br />1 <br />u <br />029-18-105 <br />8954 QUAY RD <br />8935 QUAY RD <br />ASPHALT (PROFILE) <br />BOTTOM OF BANK (TOE) <br />BRIGDE <br />BUILDING <br />CHECK DAM STD. 6.83 <br />► <br />CONCRETE (PROFILE) <br />CREEK, DITCH OR BRANCH <br />CURB & GUTTER <br />------------- <br />EDGE OF ROADWAY <br />EXISTING FIRE HYDRANT <br />0 <br />EXIST. WATER OR SAN. SEWER EASEMENT <br />PUE <br />EXISTING IRON PIN <br />0 <br />EXISTING WATER VALVE <br />EXISTING WATER MAIN <br />W <br />EXISTING � SANITARY SEWER <br />—SSas o <br />2s.80, <br />EXIST. SAN. SEWER MANHOLE STRUCTURE <br />1 <br />EXISTING GAS MAIN <br />EXISTING GAS SERVICE <br />Gs <br />FENCE (LABEL TYPE) <br />X WOOD <br />GAS VALVE <br />GRAVEL (PROFILE) <br />GROUND PROFILE <br />GUARD RAIL <br />MARSH, POND, WETLAND OR LAKE <br />OVERHEAD ELECTRIC <br />of <br />PIERS <br />n n n <br />POWER POLE/GUY WIRE <br />- <br />E 0EITHER / OR <br />PROPERTY LINE <br />— — <br />PROPOSED AIR RELEASE <br />PROPOSED FIRE HYDRANT <br />1+00 <br />PROPOSED WATER MAIN (MARKED EVERY 100') <br />PROP. WATER OR SAN. SEWER EASEMENT <br />PROP. WATER OR SAN. SEWER TAP <br />PROP. WATER VALVE <br />►/ <br />PROPOSED � SANITARY SEWER <br />Na26.80'o"E <br />s.80 <br />PROP. SAN. SEWER MANHOLE STRUCTURE <br />RIP — RAP <br />ROAD/STREET R/W <br />SEDIMENT FENCE (SILT FENCE) STD. 6.62 <br />• <br />SIDEWALK <br />sw <br />STREET SIGN (LABEL TYPE) <br />STORM DRAIN/CATCH BASIN, YARD AND DROP INLET <br />TEMPORARY CONSTRUCTION EASEMENT <br />TCE <br />TEMPORARY SEDIMENT TRAP STD. 6.60 <br />(� <br />TEMPORARY DIVERSION STD. 6.20 <br />TD TD TD— <br />TEMPORARY STREAM CROSSING STD. 6.70 <br />�T� <br />TOP OF BANK (TOB) <br />TOWER LINE <br />OE <br />TREE &BUSH <br />O <br />UNDERGROUND CABLE <br />Uc <br />UNDERGROUND ELECTRIC <br />UE <br />UNDERGROUND TELEPHONE <br />UT UT UT <br />RAILROAD <br />I I I I FBI <br />WATER METER <br />❑ <br />BACKWATER VALVE <br />IBVI <br />MUNICIPALITY: <br />NCDOT ENCROACHMENT #: <br />CDOT PERMIT #: <br />NCDEQ PERMIT #: <br />APPROVALS (SEALS) <br />LANDSCAPE ARCHITECTURE <br />CIVIL ENGINEERING <br />TRANSPORTATION PLANNING <br />DESIGN • 1111 Hawthorne Lane, Charlotte, NC 28205 <br />RESOURCE 704.343.0608 GROUP vvww.drgrp.com NCRLS (AS BUILT) NCPE <br />SUMMARY OF WATER MAINS & FIRE HYDRANTS SUMMARY OF SEWER MAINS & MANHOLES <br />SIZE LENGTH SIZE LENGTH SIZE LENGTH SIZE LENGTH <br />8" 956 8" 475 <br />8" LATERAL 45 <br />TOTAL NO. OF FIRE HYDRANTS: 0 <br />TOTAL NO. LOTS SERVED: 242 UNITS (PRIVATE <br />PROJECT NAME: CAROLINA LILY <br />JOB NO: 100-22-086 (W) <br />DATE OF ACTIVATION: <br />DATE AS BUILT: BY: <br />TOTAL NO. MANHOLES: 5 PUBLIC & 2 PRIVATE <br />TOTAL NO. LOTS SERVED: 242 UNITS (PRIVATE; <br />PROJECT NAME: CAROLINA LILY <br />JOB NO:100-22-589 (S) <br />DATE OF ACTIVATION: <br />DATE AS BUILT: BY: <br />Page 31 <br />