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Home My WebLink AboutWQ0044497_20241014_FTSE_PECERT_As-built_SIGNEDCLT WATER NOTES: - CUSTOMER IS RESPONSIBLE FOR STAKING SITE AS NECESSARY TO DETERMINE SERVICE LOCATIONS & ELEVATIONS PRIOR TO CLT WATER CONTRACTOR MOBILIZING TO INSTALL SERVICES. SITE ADDRESS MUST BE �+ VISIBLY POSTED AT SITE. - ON -SITE CONTRACTOR IS RESPONSIBLE FOR RELOCATING ANY APPLICABLE CONFLICTING UTILITIES NECESSARY TO COMPLETE SERVICE INSTALLATIONS. ADDITIONAL FEES MAY APPLY & CONSTRUCTION TIME \ LINES EXTENDED IF CONFLICTING UTILITIES ARE NOT SHOWN ON PLANS. \ \ DA/SYL. PEARSON \ P/D #.' 16720507 ZONING R4 USE.• S/NGL "Ip! \ ROSERTL. COLE / RID #. 16720906 ZONING' R4 S/NGLE-FAM/L Y SHEO WATER AND SEWER CONNECTIONS SHALL NOT BE LOCATED WITHIN PROPOSED CONSTRUCTION ENTRANCES. \\\ SHERRYDEANROSS J� \ \ RID #' 16720505 \ / PAYMENT FOR A QUOTED SERVICE CONNECTION SHALL BE CONSIDERED ACKNOWLEDGEMENT & APPROVAL OF \ \ ZONING-R4 / \\\ USE- SINGLE-FAMIL Y CLT WATER COMMENTS BY THE APPLICANT; PAYMENT DOES NOT INCLUDE ANY ADDITIONAL FEES REQUIRED DUE TO UNFORESEEN CONDITIONS THAT ARE/WERE NOT DEPICTED ON THE SITE PLAN PROVIDED BY THE APPLICANT. \ \ CB / - BACKFLOW PREVENTION REVIEW SHALL BE COORDINATED THROUGH MECKLENBURG CO. CODE %GYAPERSON \ \ \ GR=651.90 / \ / ENFORCEMENT PERMITTING PROCESS AT TIME OF APPLICATION FOR BUILDING PERMITS. THESE 7# 16720504 OUT=6476��'ONING'R4 \ \ REQUIREMENTS CAN BE FOUND AT SINGLE-FAMILY HTTPS://CHARLOTTENC.GOV/WATER/PAGES/BACKFLOWCONSTRUCTIONGUIDELINES.ASPZ. ANY REVISION TO TAP AND/OR METER LOCATIONS MAY BE SUBJECT TO RE -SUBMITTAL TO BACKFLOW FOR REVIEW. EX PED / - CLT WATER WILL INSTALL THE 8" LATERAL INTO THE EXISTING MH AND BRING INSIDE THE R/W AS SHOWN. CLT WATER WILL INSTALL A 4"X4" POST TO MARK THE LOCATION OF THE PRIVATE MH JUST BEYOND THE R/W. \ INV==64716 / / ° / - IF YOUR WATER CONNECTION IS 2" OR LARGER AND SERVING MORE THAN ONE STRUCTURE YOU MUST /� / SUBMIT FOR A CLTW PRIVATE WATER PERMIT. VISIT WEBSITE FOR PRIVATE WATER PERMITTING INFORMATION \ / / ° SDE SDE {\ r HTTPS://CHARLOTTENC.GOV/WATER/PAGES/INSTALLATIONDEVELOPMENTSERVICES.ASPX / / 30S- - THE ALTERNATE INSTALL PROGRAM IS AVAILABLE PER THE OWNER'S REQUEST TO HELP EXPEDITE / y ° • • ' INSTALLATION AND CONSTRUCTION SCHEDULES. FOR MORE INFORMATION REGARDING THE ALTERNATE / / SSMH 05 23 INSTALL PROGRAM PLEASE CONTACT ZACH PELLICONE AT ZPELLICONE@CHARLOTTE.GOV. / / �S STA:$+68 6+52.12 \ +'� PROP. 2" TAP, 2" GV, 2" BO / 22 ■ PR9P PVT SANITARY SEWER LATERAL (TYP.) \ EX PED �o / .■ b4 \ GARY✓M/NGO / � / PID #.• 16720501 \ / \ ZONING-R4 / FF PROP.239 LF 2" PVC \ USE -SINGLE-FAMILY\ / / \ �� F� / / WATERLINE (TEE TO BO) 20 \ + b / -o " - - Ta \ EX PED O / = • • " • . •' \Fo SSMH-07 e w \ PROP. 2" TAP, / \ / STA: Ez�5�9 1+2 .57 /pp 4-0 o co ' CN \ 2 GV, 2 BO / ARCHWAY LANE o ° ° 19 PRIVATE ALLEY 124.57 LF Z S SSMH-04 _ .. 5+59.39=o+00O X 2" X 2" TEE 1 g Ld PROP. PVT SANITARY °b r'i cvr. 132 LF 2" PVC o ° N \ SEWER LATERAL (TYP.) WATERLINE (TEE TO BO) 16 TPSLODG/NG, L L C / I I I I I ° ° - - ., C103-HGROUPHOTELS / / ti .' Q PID#.• 16719142 / 4'� I I I I I b bJJ ZONING- B 2 (CD) \ \ 25 24 0 } 15 USE. HOTEL/MOTEL <7FLOORS 26 = Q b / ~ - ` ..ti o a \ - - - - w 0 6 N \ \ EL/ ASETH✓ NSTR/C AND - 199 4.59 so. 4T 13 _ I 3 f'RBR. 208 LF 3" PVC W CAR04 WATERLINE O S/Oti (TEE TO TEE) EAL o g 044291 0 _ ,t _ \ PROP. PVT FIRE HYDRANT ASSEMBLY `0 ��\ ��iwQp 00000000°G�Q \�� \ SSMH-06 SSMH-03 u' P`� STA:43.0 L STA:3+46.2 3+50.23=0+00 14121� 1+43.00 - - N60°01'35° , W PROP. 3" X 3" X 2" TEE 10 FOR AS -BUILT CEf IFICATION ONLY \\ PROP. 2" TAP, PR@P-. 139 LF 2" PVC 2" GV, 2" BO \ WATERLINE (TEE TO BO)- - 9 I� \ I FA/SONARROWO oBR. 205 LF 3 PVC WATT 19143 , LTD \ ` \ o (BACKFLOW TO TEE) ZONING' SO - F -0 \ USE.- OFFICE \ \ 0 N 0- - k \ IF - 6" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY. INSTALLED ABOVE -GROUND WITHIN INSULATED ENCLOSURE PER - - CHARLOTTE WATER REQUIREMENTS. ENCLOSURE TO INCLUDE DRAIN PORT(S) FOR DISCHARGE WATER PER CHARLOTTE WATER O O= N REQUIREMENTS. SEE DETAIL STANDARD NO.2 ON SHEET WS3-0 z - N U 3" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY. ` 45° BEND 45° BEND f l \ PR6Ez. 350 LF 6" PVC FIRE LIP INSTALLED ABOVE -GROUND WITHIN INSULATED ENCLOSURE PER CHARLOTTE WATER REQUIREMENTS. ENCLOSURE TO INCLUDE DRAIN (METER TO FH) PORT(S) FOR DISCHARGE WATER PER CHARLOTTE WATER REQUIREMENTS. SEE DETAIL STANDARD NO.2 ON SHEET WS3-0 PRIVATE SEWER CLT SYSTEM 43.92 PRIV/ \ 21 LF OF 3" PVC WATER LINE TO BE LF WATE PERMITTED BY CLT WATER ` N53°33'00„W WILL � 25 LF OF 6" PVC FIRE LINE (METER TO BACK W) (METER TO BACKFLOW) SSMH-02STA: 4 4 6" GATE VALVE 21' 1+20.52 . PRIVATE SEV1 3" COMPOUND METER PER STD DET "E" 3" GATE VALVE S MANHOLE SSN METER-2 1 6"FIRE LINE SERVICE WITH _ P STP __H DETECTOR METER PER STD DET "I.. 6" GATE VALVE 30'X20' B01 16 LF OF 3" DIP of oE- " 90° BEND _0 METER-1- EXS/DEWALK 7.50' T (TEE TO METER) ..-� • 3" GATE VALVE Fo 30"C&G 20'X8' BORE PIT ABANDONED 24" W� WATER LINE PROP. 85 LF 6" DIP FIRE LINE= (MAIN TO METER)- 61 LF OF 12.75 STEEL CASING PIPE r W. ARROWOOL COO TMAINT, v (VA R/ASLEWIDTHf W 30"C&G Q WATER COI " SIDEWALK (BORE) 8'X20'X8' REI / Q SEAL / L-3180� �•°,,suRo- WILL/AMG. C 7E1AR10 PID#.• I6 ZONING, R4 USE- S/NGLE-FAMIL Y I, C. GARY BROOKS, CERTIFY THE PRIVATE SEWER SHOM HEREON THIS DOCUMENT IS FOR AS BUILT ONLY. 10- 02-2 4 CGS ASSOCIATES. PLLC 124 W. LAWYERS RD. MONROE, NC 28110 FIRM LICENSE NO. P-1830 PHONE (704) 754-0867 gbrooks.cgbossoc+otesagm0 tam \ 0 20 40 80 \ \ SCALE: 1" = 40 \ HOME SFR BORROWER IV, LLC & T/SOURCEASSET MANAGEMENT CORP. RID #, 16720932 ZONING.• R4 USE.' SINGLE-FAM/L Y CLTWATER Tracking Number 20231277 WATER LINES TO BE PERMITTED SIZE (INCHES) MATERIAL LENGTH 31 PVC 21 TOTAL LF 21' Issuing Project Permit Number I MRLE.&SANDRA/.WALKER Signing Official RID #• 16720933 g g Title Date PROPOSED UTILITY LEGEND L UE UE� -OE OEM u TV TV� uT T� CFO F0� BSc SC� PROPOSED U.G. ELECTRIC PROPOSED O.H. ELECTRIC PROPOSED CABLE TV PROPOSED TELEPHONE PROPOSED FIBER OPTIC PROPOSED SECURITY CAMERA PROPOSED GAS PROPOSED SANITARY PROPOSED STORM PROPOSED STORM DRAIN PROPOSED DOMESTIC WATER PROPOSED FIRE WATER PROPOSED IRRIGATION PROPOSED LIFT STATION PROPOSED UTILITY ELI I,,,,� vvC v/ 0�"7 i \ EX PED ZONING R4 J ' USE. SINGLE-FAMIL Y - o SEAL l 0 GENERAL UTILITY NOTES' = 0 044291 °0 0 ANORES SANDOVAL RID #.• 16720534 ZONING.- R4 USE- SINGLE-FAMIL Y ROGER D. PAD/LLA NUNEZ& SONIA M. PADILLA ROMERO RID #.' 16720535 ZONING • R4 USE' SINGLE-FAMIL Y EX PED ARAM/TA M. RHYNE PID #.' 16720536 ZONING' R4 USE • S/NGLE-FAM/L Y PAUL & AGLAIA L. KAKOURAS RID #, 16720537 ZONING.• R4 USE. SINGLE-FAMILY EX PED \ JLCCVC HIVU UM I_ VMLVI- I Ir • � -i PAUL KAKOURAS P/D #- 16720939 ZONING R4 USE SINGLE-FAM/L Y �o 77 QO\N�Eg� k� FOR�Sj �RRol�o NORTH SHORTH�LLSDR SR�738�R0 / LU SITE w FOREST FAWNBROOK LN ACCESS CT WIND N / SONG ` DR ENTRA IEDMONT - LITTLE COMMUNITY COLLEGE SUGAR CREEK ^�J/ / �o RAMOOD PARK ` 485 I � J- J 1. SEE GENERAL NOTES SHEET FOR UTILITY PLAN NOTES. y FNGI 0�.-` 2. ALL CHANGES IN DIRECTION OF DRY UTILITY CONDUIT SHALL UTILIZE STANDARD SWEEPS WITH A '�,, RE�r�/ P�°G MINIMUM BENDING RADIUS LISTED IN THE NEC. NO MORE THAN (2) 90-DEGREE BENDS WILL BE '/�/iiIIIII��`�� 4 ALLOWED BETWEEN PULLING POINTS, OR A TOTAL OF 180 DEGREES COMBINED IN MULTIPLE 14/Z/20Z BENDS. PULL BOXES SHALL BE LOCATED EVERY 400 FEET UNLESS THE COMBINED TOTAL OF BENDS REQUIRE ADDITIONAL PULL POINTS. FOR AS -BUILT CERTIFICATION ONLY 3. CONTRACTOR SHALL TEST AND HAVE CERTIFIED ALL PROPOSED WATER AND SANITARY SEWER LINES AND SHALL MAKE ALL NECESSARY REPAIRS PRIOR TO FINAL PAVING. PRIVATE WATER DISTRIBUTION NOTES: 4. CONTRACTOR RESPONSIBLE TO OBTAIN PLUMBING PERMITS ON ALL SANITARY SEWER LATERALS 1. NCDEQ (FORMERLY NCDENR) AND THE NORTH CAROLINA UTILITY COMMISSION (NCUC) SHALL BE CONTACTED AND AND WATER SERVICES. INFORMED OF PROPOSAL TO SUB -METER PRIVATE DEVELOPMENT BEHIND CHARLOTTE WATER MASTER METER AFTER PRIVATE SYSTEM IS PERMITTED AND CERTIFIED IF SUB -METERING 15 OR MORE UNITS OR WILL BE SERVING 25 OR MORE 5. PRIVATE WATER AND SEWER UTILITY INSTALLATION SHALL BE IN ACCORDANCE WITH NORTH PEOPLE (E.G., EMPLOYEES); CREATING A 'PUBLIC SYSTEM" REQUIRING IT TO BE REGULATED. ADDITIONAL REQUIREMENTS CAROLINA PLUMBING CODE. AND PROCEDURES DETERMINED BY NCDEQ AND THE NCUC SHALL BE ADHERED TO ACCORDINGLY 6. BACKFILL SHALL BE FREE FROM DISCARDED CONSTRUCTION MATERIAL AND DEBRIS. 2• NCUC REQUIREMENTS IF SUB -METERING WATER, APPLIES TO 15 OR MORE LEASED SUB -METERED 3 RESIDENTIAL ONLY UNITS (WR OR WRN) o 7. SEWER LATERALS SHALL BE INSTALLED WITH A MINIMUM OF FOUR (4) FEET OF COVER UNLESS OTHERWISE APPROVED BY ENGINEER. WR: APARTMENTS, CONDOS, AND TOWNHOMES W W 8. NO PLASTIC PIPE WITHIN FIVE (5) FEET OF EITHER END OF BACKFLOW PREVENTERS. WRN: SINGLE DWELLING 9. ALL PROPOSED UTILITIES SHALL BE CONSTRUCTED, INSPECTED, TESTED, AND CERTIFIED IN REQUIRES CUSTOMER TO SUBMIT APPLICATION TO NCUC INCLUDING ADDITIONAL DOCUMENTS ACCORDNACE WITH AGENCY SPECIFICATIONS. AND FEES. NCUC REVIEWS AND APPROVES APPLICATION AND ISSUES "CERTIFICATE OF AUTHORITY" IN WHICH THEY ESTABLISH WATER AND SEWER RATES 0 10. APPROVAL FOR BACKFLOW REQUIREMENTS IS NOT PART OF THE REVIEW. BACKFLOW PREVENTION 3 REVIEW ENTAILS PLAN SUBMITTAL VIA MECKLENBURG COUNTY'S CODE ENFORCEMENT PERMITTING WR OR WRN DESIGNATIONS ARE ONLY EXEMPT IF WATER AND SEWER FEES WILL BE PAID AS A w PROCESS AT THE TIME OF APPLICATION OF BUILDING PERMITS. BACKFLOW PROGRAM PART OF RENT. APPLICATIONS STILL REQUIRED TO BE SUBMITTED TO NCUC SO THEY w REQUIREMENTS ARE AVAILABLE AT MAY ISSUE A "CERTIFICATE OF AUTHORITY" HTTP: //CHARLOTTENC.GOV/WATER/PAGES/BACKFLOWCONSTRUCTIONGUILDELINES.ASPZ. PLEASE 3. THIS PRIVATE WATER PLAN SET COVERS PRIVATE WATER SYSTEM IN COMMON OPEN SPACE UP CONTACT MARK KROUSE AT (704) 432-5800 FOR MORE INFORMATION. ANY REVISION TO THE TO LINE OF DEMARCATION WITH HOUSE BUILDING PERMIT. HOUSE PLUMBING CONTRACTOR SHALL SERVICE CONFIGURATIONS AND/OR METER LOCATIONS WILL REQUIRE A RE -SUBMITTAL TO BE RESPONSIBLE FOR PLUMBING PERMIT FROM LINE OF DEMARCATION INTO THE BUILDING. BACKFLOW FOR REVIEW. 0 11. WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM EXISTING AND PROPOSED 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE NC PLUMBING CODE, CURRENT 3 SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10-FOOT HORIZONTAL EDITION - W SEPARATION IN WHICH CASE; THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE 5. DEVELOPER UNDERSTANDS THAT PLUMBING WORK PERFORMED IN OPEN SPACE IS AT w ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE DEVELOPER'S RISK UNTIL FINAL PLAT DELINEATING LIMITS OF OPEN SPACE AND PUBLIC OR SEWER; OR THE WATER MAIN IS LAID IN A SEPARATE TRENCH AS THE SEWER WITH THE WATER PRIVATE EASEMENTS IS RECORDED. MAIN LOCATED AT ONE SIDE OF A BENCH OF UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP TO THE SEWER. 6. APPLIES TO 15 OR MORE SUB -METERED RESIDENTIAL OR COMMERCIAL UNITS OR SUB -METERED 2. CROSSING A WATER MAIN OVER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO COMMERCIAL UNITS SERVING 25 OR MORE PEOPLE E.G. ) 3 CROSS OVER A SEWER, THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE SYSTEM" PRIVATE WATER DISTRIBUTION PLANS SHALL BE PERMITTED EMPLOYEES CREATING A "PUBLIC BY NCDEQ (INSTEAD OF CLT & BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, UNLESS WATER) AND PRIVATE SYSTEM WILL BE REGULATED NCDEQ WILL NOT REGULATE "PUBLIC WATER W LOCAL CONDITIONS OR BARRIERS PREVENT AN 18 INCH VERTICAL SEPARATION, IN WHICH CASE SYSTEMS" IF WR DESIGNATION IS OBTAINED BY NCUC X BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH W JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON WATER TESTING NOTES: EACH SIDE OF THE POINT OF CROSSING. 1. PRESSURE - LEAKAGE SHALL NOT EXCEED THE MAXIMUM ALLOWABLE LEAKAGE SPECIFIED IN 3. CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO AWWA C600. MINIMUM TEST PRESSURE SHALL SHALL BE 150 PSI FOR DOMESTIC AND 200 PSI CROSS UNDER A SEWER, BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FOR FIRE PROTECTION. FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR 2 BACTERIOLOGICAL - TWO SAMPLES FOR BACTERIOLOGICAL SAMPLING SHALL BE COLLECTED AT o A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. A SECTION OF WATER LEAST 24 HOURS APART. IF CONTAMINATION IS INDICATED, THEN THE DISINFECTION PROCEDURE 3 MAIN PIPE SHALL BE CENTERED AT THE POINT OF CROSSING. AND TESTING SHALL BE REPEATED UNTIL SATISFACTORY RESULTS ARE OBTAINED. & w w GENERAL WATER DISTRIBUTION NOTES: 3. THE CHLORINE IN HEAVILY CHLORINATED WATER FLUSHED FROM MAINS NEEDS TO BE 1. CONTRACTOR TO LOCATE TIE-INS TO ALL BUILDINGS BASED ON PLUMBING PLANS. NEUTRALIZED BEFORE DISCHARGE.CONTRACTORS SHALL NEUTRALIZE HEAVILY CHLORINATED WATER FLUSHED FROM MAINS PRIOR TO TRANSPORT ALL HEAVILY CHLORINATED WATER OFFSITE 2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AN ENCROACHMENT AGREEMENT PERMIT AS FOR PROPER DISPOSAL. REQUIRED, TO CONSTRUCT UTILITY CONNECTION. GENERAL SANITARY SEWER NOTES: 3 3. ALL WATERLINE SERVICE STUBS TO BE INSTALLED ON LINE OF DEMARCATION. 1. CONTRACTOR TO LOCATE LATERAL CONNECTIONS TO BUILDING PER PLUMBING PLANS. w w 4. PAINT VALVE COVERS, FIRE HYDRANTS AND OTHER WATER APPARATUS TO MEET LOCAL 2. PLACE CLEAN -OUTS ON SANITARY SEWER LATERALS AS REQUIRED BY PLUMBING CODE.ALL JURISDICTIONAL REQUIREMENTS. BUILDING SERVICE SEWER CLEANOUTS TO BE INSTALLED AT LINE OF DEMARCATION. 5. ALL WATERLINES SHALL BE PVC AS INDICATED ON THE PLANS AND SHALL MEET THE 3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AN ENCROACHMENT AGREEMENT PERMIT, AS REQUIREMENTS OF AWWA C-900; CLASS 200 OR SOFT COPPER TYPE K PIPE PER ASTM B88. IF REQUIRED, TO CONSTRUCT UTILITY CONNECTIONS. DUCTILE IRON PIPE (DIP) IT MUST MEET THE REQUIREMENTS OF ANSI-AWWA C151 PRESSURE CLASS 350. 4. TRENCHES FOR SEWER LATERALS MUST REMAIN OPEN FOR PLUMBING INSPECTION. o 6. ON -SITE CONTRACTOR IS RESPONSIBLE FOR RELOCATING ANY APPLICABLE CONFLICTING UTILITIES 5. 4" SEWER LATERALS ARE TO BE PERMITTED BY THE CONTRACTOR THROUGH MECKLENBURG X W NECESSARY TO COMPLETE SERVICE INSTALLATIONS. ADDITIONAL FEES MAY APPLY & COUNTY BUILDING STANDARDS w CONSTRUCTION TIME LINES EXTENDED IF CONFLICTING UTILITIES ARE NOT SHOWN ON PLANS. 6. SANITARY SEWER CLEANOUTS LOCATED IN PAVEMENT AREAS SHALL BE HEAVY DUTY TRAFFIC 7. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE BEARING CASTINGS. DEPT. CONNECTION POINTS, OR OTHER WATER USING APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METER AND ITS REQUIRED BACKFLOW PREVENTER. 7. UNLESS OTHERWISE NOTED, ALL SANITARY SEWER MANHOLES ARE 4' DIAMETER. C 4 C o 8. EACH CLT. WATER -REQUIRED BACKFLOW PREVENTION ASSEMBLY IS REQUIRED TO BE TESTED BY 8. MANHOLES LOCATED IN PAVEMENT, CONCRETE OR OTHER TRAFFIC AREAS SHALL BE SET AT X A CLT. WATER -APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER SYSTEM IN SERVICE. GRADE. MANHOLES LOCATED IN OTHER AREAS (I.E. GRASS OR WOODED AREAS) SHALL HAVE -4�THEIR RIMS RAISED SIX INCHES ABOVE THE SURROUNDING FINISHED GRADE. MANHOLES SUBJECT - w 9. 6" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY AS APPROVED BY CLT TO POSSIBLE WATER INFILTRATION SHALL HAVE WATERTIGHT, BOLTED LIDS. p WATER AND INSTALLED BY CONTRACTOR DURING CONSTRUCTION. ASSEMBLY TO BE INSTALLED 0< 2 ABOVE GROUND WITH INSULATED ENCLOSURE. ENCLOSURE TO BE LOCATED OUTSIDE OF SETBACK PUBLIC SEWER NOTES: (V Z AND INCLUDE DRAIN PORT(S) FOR DISCHARGE WATER PER CLT. WATER REQUIREMENTS. SEE izg DETAIL SHEET. 1. CLTWATER WILL INSTALL TE 8" LATERAL INTO THE EXISTING MH AND BRING INSIDE THE R/W AS G III 10. PERMANENT INSULATION SHALL NOT BE INSTALLED ON BACKFLOW ASSEMBLY. CONTACT SHOWN. CLTWATER WILL INSTALL A 4"X4" POST TO MARK THE LOCATION OF THE PRIVATE MH BACKFLOW ASSEMBLY INSPECTOR REGARDING HEATING OPTIONS. JUST BEYOND THE R/W. 1 1i I11. ALL BACKFLOW PREVENTERS ENCLOSURES SHALL BE HEATED TO PREVENT FREEZE PRIVATE SEWER NOTES: DAMAGE.ENCLOSURES FOR ABOVE -GROUND BP INSTALLATIONS SERVING A FIRE PROTECTION 1. THIS PRIVATE SEWER PLAN SET COVERS PRIVATE SEWER SYSTEM IN COMMON OPEN SPACE UP TO LINE OF DEMARCATION e, ` SYSTEM ARE REQUIRED BY THE FIRE DEPT. TO BE HEATED (MAINTAIN A MIN OF 40-F). WITH HOUSE BUILDING PERMIT. HOUSE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR PLUMBING PERMIT FROM LINE OF DEMARCATION INTO THE BUILDING ® 12. BACKFLOW PREVENTION REVIEW SHALL BE COORDINATED THROUGH MECKLENBURG CO. CODE ENFORCEMENT PERMITTING PROCESS AT TIME OF APPLICATION FOR BUILDING PERMITS. THESE 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE NC PLUMBING CODE, CURRENT EDITION REQUIREMENTS CAN BE FOUND AT MECKLEN URG COUNTY HTTPS: //CHARLOTTENC.GOV/WATER/PAGES/BACKFLOWCONSTRUCTI ON GUIDELI NES. ASP Z. ANY 3. DEVELOPER UNDERSTANDS THAT PLUMBING WORK PERFORMED IN OPEN SPACE IS AT DEVELOPER'S RISK UNIT FINAL PI REVISION T TAP AND/OR METER LOCATIONS MAY BE SUBJECT TO RE -SUBMITTAL TO BACKFLOW DELINEATING LIMITS OF OPEN SPACE AND PUBLIC OR PRIVATE EASEMENTS IS RECORDED -ss FOR REVIEW. PUBLIC WATER DISTRIBUTION NOTES: rzL6&&ents Have B80~iewed For 1. CUSTOMER IS RESPONSIBLE FOR STAKING SITE AS NECESSARY TO DETERMINE SERVICE LOCATIONS & ELEVATIONS PRIOR Compliance With Tffg Building TO CLTWATER CONTRACTOR MOBILIZING TO INSTALL SERVICES. SITE ADDRESS MUST BE VISIBLY POSTED AT SITE. Code. It Is The Responsibility Of The Contractor To Construct This Project 2. WATER AND SEWER CONNECTIONS SHALL NOT BE LOCATED WITHIN PROPOSED CONSTRUCTION With Good Engineering Practice And ENTRANCES. In Compliance With The North Carolina State Building Code. SITE LOCATION MAP NOT TO SCALE WATER DEMAND CALCULATION RESULTS: DEMAND TYPE DEMAND FLOW (gpm) COORESPONDING METER (CLT WATER METER CHART) METER-1 FIRE 1,500 GPM 6-IN FIRE LINE SERVICE WITH DETECTOR METER METER-2 RESIDENTIAL 50.8 GPM 3" COMPOUND (CLASS II) Know what's below. Call before you dig. z O a 0 U) w 0 w I Q a a a a aUJ CY DESIGNED BY: LL / AC DRAWN BY: LL / AC REVIEWED BY: JMN / APG O N Co CV o 0 W ti 0 Co N c1• LU DO �U U W O N ~Q J co W QE W Q �U w z Uw LU U LL W O Z N U 0 � Q O U) � N OQ L.L LCU 0 G O pU O O O z �z O O ti O I-_ Q U N.�--GARol = 0, SEA 044291 - FNG 6/15/2023 FILE NUMBER: 8201-11 FEBRUARY 16, 2023 U1-0 0 PRIVATE SWR-B STA:-0+50.00 TO STA-.2+00.00 Luu) o co 655 650 645 640 635 630 R 625 DED 24 EX. 2z 620 615 -0+50 � W W H co Q PUBLIC AND PRIVATE SWR-A c m >- STA:-0+50.00 TO STA-.7+50.00 Cn U) n U) �n M - - - - - - - - - ---- --- .-- - - - - - - - - - - - ---- ------- - - - - - - - - -- -- --- - - - - - - - - - - - - ------ Ir s W � ,6�--------- M CO CO Q Ir --U-Q- fn °O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W (p O Q O O r - - - - - - - - Cy N ` - > 2 2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Cn U) Cn W - - o co co - - - - - +'tffO,,00 Cfl M - _ M --.�.T.�.-. 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It Is The Responsibility Of The Contractor To Construct This Project With Good Engineering Practice And In Compliance With The North Carolina State Building Code. 650 645 640 635 630 625 2+bU 3+UU 640 635 R.M.J DI 90' - ROTATED I PER D 630 625 R. 620 CARO��'''� ° S10N 615 3+bU 4+UU 4+bU WATER CONNECTION STA:-0+50.00 TO STA:1 +50.00 b+UU - - - - - EXISTING GROUND 0 TAPPING SLEEV �I�VALD --� - 2.00' ----- ----- i _ _ 3.75' .42 -- / _ -- STA.0+5.67 - - X 3- "FIBER-OP:KGRoSSING- ELEV. = 6 -- -- - 8.27 3END TOWN- =TAIL o - - - - - aTA-Q+ao 8" WATER CROSSING ELEV = 628 33� STA. -G+1442- GAS CROSSING - - - - - - 1.01 1 - - - - STA. 0+28.62 EX. 24" WATE - ELEV. = 625.9 STA.0+38.53 - �BANIDMO FL = 625.85 - - - - - - - - - CROSSING - - - - - - 24LWAIEB_CRIISSAG EX A 6" DIP - DI 90° BEND ROTATED UP X PER DETAIL BACK SIDE TAP VVA ------ ------ ------ ----- ---- - '- 12.75 STEE --�A�IG-P AJ ---' - 61.0 ----- o PER CLTW STD -NO-C- ---- - - - - ---- - - - - ---- ---- ---- ------ - - - - - - 1 01 g EAL g = -0+50 044291 0 620 9 0° °FNC o \; '% REwI P `G 101212024 FOR AS -BUILT CERTIFICATION ONLY U+bO 1+ 6/20/2023 CHARLOTTE W(jTER APPROVED FOR DESIGN CONFORMANACE PRIVATE SEWER LATERAL (PVT MH TO PUBLIC SYSTEM ONLY Zach Pellicone / Compliance Manager 640 635 630 625 620 1+50 615 b+bU 6+UU b+bU /+UU 655 655 650 650 645 645 640 640 635 635 630 -0+50 --- -- - - - - -----�_ -----o 7 to c co W O O Q o o C?- - o -- Z - M EXISTINGGROUND -- J Q Q ca U)Cn Coo - -- - - - - - - - - - - - - --- -- u'q -- - - _ �¢2> --- -- 0) O ID- - -- ----- - - - - - ----- O C)W - O O V - C?_Z CO - - - - - W d co ibCb _� p to O - - / F_2>> (n Ir - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- I - - - - - - - - - - Z O - - 0 N W -- --- PROPOSED GROUND - - - - - - 12�y7�� 39io - - - - - - - - - - - - - - - - - ----- -- -- ----- U+UU U+bU 1+UU 630 APPLICATION FOR NON -DISCHARGE PERMIT GRAVITY SEWER MAIN EXTENSION CHARLOTTE WATER PROJECT NAME ARROWOOD ROAD TOWNHOMES 8" SANITARY SEWER 625 620 7+50 615 APPROVAL SEAL S 9 ; g SEAL l o = - 0 044291 0 = y ° el I NE�``�� \ REW G P \. '11/111111�I G�0 2023 1111 N.C.R.L.S.(AS BUILT) N.C.P.E. SUMMARY OF SEWER MAINS & MANHOLES SIZE LENGTH SIZE LENGTH 8" DIP 74 LF TOTAL NO. OF MANHOLES: 1 (PRIVATE) TOTAL NO. LOTS SERVED: 33 PROJ ECT NAME: ARROWOOD ROAD TOWNHOMES JOB N O : 20231277 DATE OF ACTIVATION: DATE AS BU I LT: BY: C. GARY BROOKS, CERTIFY THE PRIVATE SEWER SHF)WN '40*"1#0to►•++,+r HEREDN THIS DOCUMENT IS FOR AS BUILT ONLY- p r•4QF : 10-02-24 SEAL - +� L-3180 •r7 - •.,,,SuIR ,.•� ••, . CG8 ASSOCIATES. PLLC ��-' rr 4 C: ■•`' 124 W. LAWYERS RD. NIQNRO£, NC 28110 #.., �.+H■+N`i� FIRM LICENSE NO P--1830 PHONE (704) 754-0887 gb r ook s. cgbossoc io t es*gm oil . cam 1+bU 655 650 645 640 635 2+00 630 CREEK BASIN NAME SUGAR CLT. WATER PROJECT NO.: PROJECT TYPE: ❑X NEW CONSTRUCTION []RELOCATION ❑ MODIFICATION OF PERMIT NO. OTHER VOLUME OF WASTEWATER GENERATED BY THIS PROJECT: 0 (PERMITTED PRIVATELY) GALLONS PER DAY BASED ON 190 GAL/DAY/SINGLE FAMILY HOUSEHOLD X HOUSEHOLDS OR 135 GAL/DAY/MULTI-FAMILY UNIT X UNITS OR IS BASED ON WASTEWATER TREATMENT PLANT RECEIVING WASTEWATER: ® McALPINE CR. (NC0024970) ❑ IRWIN CR. (NC0024945) ❑ McDOWELL CR. (NCO036277) ❑ SUGAR CR. (NC0024937) ❑ MALLARD CR. (NCO030210) ❑ ROCKY RIVER REGIONAL (NCO036269) NATURE OF WASTEWATER 100 % DOMESTIC % INDUSTRIAL COMMERCIAL % OTHER ORIGIN OF WASTEWATER ❑X SUBDIVISION ❑ COMMERCIAL ❑ SCHOOL ❑ INDUSTRIAL ❑ APARTMENTS/CONDO'S ❑ OTHER LIST ANY PARAMETER AND ITS CONCENTRATION THAT WILL BE GREATER THAN NORMAL DOMESTIC LEVELS: IF WASTEWATER IS NON -DOMESTIC, DESCRIBE LEVEL OF PRETREATMENT: N/A IF A PRETREATMENT PERMIT IS REQUIRED, HAS ONE BEEN ISSUED? ❑YES NO ❑X N/A HAS ENGINEER DETERMINED THAT DOWNSTREAM SEWERS ARE CAPABLE TN HANDLE THIS FLOW? X❑ YES ❑ NO PERMIT NO. FOR SEWERS IMMEDIATELY DOWNSTREAM PIPE DIAMETER OF SEWERS IMMEDIATELY DOWNSTREAM 8 NCH HAS ENGINEER DETERMINED THAT NC DEM AND CLT. WATER MINIMUM DESIGN STANDARDS ARE MET BY THIS PROJECT? X❑ YES ❑ NO COMPLETE NAME AND ADDRESS OF ENGINEERING DESIGN FIRM: BGE, INC. 1111 METROPOLITAN AVENUE, SUITE 250 CHARLOTTE, NORTH CAROLINA 28204 TELEPHONE 980 _ 220 _ 2322 PROFESSIONAL ENGINEER'S CERTIFICATION: I, ANDREW GRANT, PE. ATTEST THAT THIS APPLICATION FOR 8" SANITARY SEWER MAIN TO SERVE ARROWOOD ROAD TOWNHOMES HAS BEEN REVIEWED BY ME AND IS ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE. I FURTHER ATTEST THAT TO THE BEST OF MY KNOWLEDGE THE PROPOSED DESIGN HAS BEEN PREPARED IN ACCORDANCE WITH THE APPLICABLE REGULATIONS. ALTHOUGH CERTAIN PORTIONS OF THIS SUBMITTAL PACKAGE MAY HAVE BEEN DEVELOPED BY OTHER PROFESSIONALS, INCLUSION OF THESE MATERIALS UNDER MY SIGNATURE AND SEAL SIGNIFIES THAT I HAVE REVIEWED THIS MATERIAL AND HAVE JUDGED IT TO BE CONSISTENT WITH THE PROPOSED DESIGN. NORTH CAROLINA PROFESSIONAL ENGINEER'S SEAL, SIGNATURE, AND DATE: CLT. WATER PERMIT NO. ISSUED PLANT FLOW ALLOCATION RECORDED BY: PERMIT APPROVED BY: , KERI B. CANTRELL, PhD., PE., CHIEF ENGINEER 0 20' 40' 80, Know what's below. SCALE: 1" = 40' VERT:1"=4' Call before you dig. z O 0N_ U 0 LLI 0 w Q 0 a a a aLU DESIGNED BY: LL / AC DRAWN BY: LL / AC REVIEWED BY: JMN / APG Cl) O N NU ti pni Z? c� p0 �U C n O p W N J Q jQ z Z W �? Q 0 OZ U� r� LLJ o I, LU O Z N U 0 Q � UJ 2 o� J °o zk O� �� O Z O �o O O O ,� �O Q Q U UJ U) U) LJJ Q UJ J U LL W � � UJ O W >_ J 0� UJ J_ = Z U � `AR SEAL l g = 044291 8 y °° o`�iy01 NE�``�°°° ,,/REw P (3\\\�• ''111I��111��/1/20Z3 6 FILE NUMBER: 8201-11 MARCH 03, 2023 U2-0