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Home My WebLink AboutNCC216732_Site Plan or Location Map_20211222111110111i ASPHALT DRIVEWAY (PROFILE) BRIDGE BUILDING CHECK DAM STD. 6.83 CONCRETE DRIVEWAY (PROFILE) CURB & GUTTER DITCH, CREEK OR BRANCH -- EDGE OF PAVEMENT EXISTING FIRE HYDRANT FH EXISTING GAS MAIN G EXISTING GAS SERVICE GS EXISTING IRON PIN 0 EXISTING 1 SANITARY SEWER SS EXISTING SANITARY SEWER MANHOLE C1 EXISTING �_ WATER MAIN W EXISTING WATER OR SANITARY SEWER R/W EXISTING WATER SERVICE Ws - EXISTING WATER VALVE I>< FENCE (LABEL TYPE) X X X- GAS VALVE a GRAVEL DRIVEWAY (PROFILE) GROUND (PROFILE) GUARD RAIL T T T T , MARSH ali, ali, OVERHEAD ELECTRIC OHE PIERS POWER POLE W/GUY WIRE 0 PROPERTY LINE -R- PROPOSED AIR RELEASE VALVE PROPOSED FIRE HYDRANT PROPOSED q SANITARY SEWER PROPOSED SANITARY SEWER MANHOLE • PROPOSED CL WATER MAIN (MARKED EVERY 100') 1 PROPOSED WATER METER LOCATION PROPOSED SANITARY SEWER EASEMENT SSE TEMPORARY CONSTRUCTION EASEMENT e PROPOSED WATER VALVE ►� RAILROAD RIP - RAP ROAD/STREET RIGHT-OF-WAY —RfW SEDIMENT FENCE (SILT FENCE) STD. 6.62 ■ SIDEWALK SIDEWALK STORM DRAIN WITH CATCH BASIN OR DROP INLET — STREET SIGN �- TEMPORARY DIVERSION STD. 6.20 TD — TD — TD TEMPORARY SEDIMENT TRAP STD. 6.60 TEMPORARY STREAM CROSSING STD. 1 �T� TOWER LINE ------ TREE 0 UNDERGROUND CABLE uc UNDERGROUND ELECTRIC UE UNDERGROUND TELEPHONE UT UNDERGROUND TELEVISION CABLE TV WATER METER 11 WM WATER VALVE WV M THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 3.05 ACRES. AN EROSION CONTROL PERMIT IS REQUIRED. DESIGN COMPANY: FRAZIER ENGINEERING, P.A. PLANS PREPARED BY: MARK E. LAMBERT, P.E. ADDRESS: 6592 BOB WHITE TRAIL, STANLEY, NC 28164 PHONE: (704)-822-8444 DATE DESIGN COMPLETED: JULY 2018 SURVEY COMPANY: SURVEY AND MAPPING CONTROL SURVEYED BY: TONY B. SANDERS ADDRESS: 12727 DORMAN ROAD, PINEVILLE, NC 28164 PHONE: (704) 542-9095 DATE SURVEY COMPLETED: JUNE 2018 DEVELOPER: - ADDRESS: - PHONE: CONTRACTOR: - ADDRESS: - PHONE: - INSPECTOR: FRAZIER ENGINEERING, P.A. INSIDE CHARLOTTE: (✓) YES ( ) NO: TOPO NO: 72/109 Creek line type shown on the plans CHARLOTTE %fV Im E Ft CHARLOTTE, NORTH CAROLINA SANITARY SEWERAGE SYSTEM IMPROVEMENTS INDEX OF SHEETS SHEET NO. 1 COVER SHEET SHEET NO. 2 STA. 0+00 TO STA. 10+50 SHEET NO. 3 STA. 10+50 TO STA. 21+50 SHEET NO. 4 STA. 21+50 TO STA. 30+47.68 SHEET NO. 5 "A" STA. 0+00 TO STA. 0+63.29 "B" STA. 0+00 TO STA. 0+48.04 "C" STA. 0+00 TO STA. 0+34.62 SHEET NO. 6 STANDARD DETAILS SHEET NO. 7 STANDARD DETAILS SHEET NO. 8 STANDARD DETAILS APPLICATION FOR NON -DISCHARGE PERMIT GRAVITY SEWER MAIN EXTENSION CHARLOTTE WATER PROJECT NAME UPPER LITTLE SUGAR CREEK REPLACEMENT CREEK BASIN UPPER LITTLE SUGAR SEWER PHASE 2 FROM BILMARK AVENUE TO GEORGETOWN DRIVE CLTWater PROJECT NO.: 7030250014-16-600 PROJECTTYPE: ❑NEW CONSTRUCTION XRELOCATION ❑MODIFICATION OF PERMIT NO. OTHER VOLUME OF WASTEWATER GENERATED BY THIS PROJECT: 0 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. (NCO024970) ❑ IRWIN CR. (NCO024945) ❑ McDOWELL CR. (NCO036277) X SUGAR CR. (NCO024937) ❑ MALLARD CR. (NCO030210) ❑ ROCKY CR. (NCO036269) NATURE OF WASTEWATER 100 % DOMESTIC % INDUSTRIAL T U"�'R E E K %COMMERCIAL %OTHER UPPER LITTLE SUko- AR REPLAU'O�EMENT ORIGIN OF WASTEWATER ❑ SUBDIVISION ❑ COMMERCIAL ❑ SCHOOL ❑ INDUSTRIAL ❑ APARTMENTS/CONDO'S X OTHER VARIOUS ESTABLISHED CUSTOMERS SEWER PHASE 2 FRU`O�M BILMARK AVENUELIST ANY PARAMETER AND ITS CONCENTRATION THAT WILL BE GREATER THAN NORMAL DOMESTIC LEVELS: NONE ARTWIN RD a S�"�� O d Z 0 = Z d vA DR d S CANSERW0�D Z � 0 f10T v, CT v L Z �Fo �CFT ow N �� RD DR B�ACKHAWK A DERRYD�WNE �GP � LANE U � z J J W ARRO HUGHES DR J � A w � m z SN❑ WHITE LN z z J Q Z J 0 O 3 LD W � ca z z 3 o W q PHASE 2 o U A VICINITY MAP NOT TO SCALE OOO CALL NC ONECALL\ BEFORE YOU DIG STOP 1-800-632-4949 ,AVOID UTILITY DAMAGE, IF WASTEWATER IS NON -DOMESTIC, DESCRIBE LEVEL OF PRETREATMENT: N/A IF A PRETREATMENT PERMIT IS REQUIRED, HAS ONE BEEN ISSUED? ❑YES ❑ NO HAS ENGINEER DETERMINED THAT DOWNSTREAM SEWERS ARE CAPABLE TO HANDLE THIS FLOW? X YES ❑ NO PERMIT NO. FOR SEWERS IMMEDIATELY DOWNSTREAM NOTAVAILABLE PIPE DIAMETER OF SEWERS IMMEDIATELY DOWNSTREAM 18 INCH HAS ENGINEER DETERMINED THAT NC DEM AND CLTWater MINIMUM DESIGN STANDARDS ARE MET BY THIS PROJECT? RYES ❑ NO COMPLETE NAME AND ADDRESS OF ENGINEERING DESIGN FIRM: FRAZIER ENGINEERING, P.A. 6592 BOB WHITE TRAIL STANLEY, NC 28164 TELEPHONE 704 822 8444 PROFESSIONAL ENGINEER'S CERTIFICATION: I, MARK E. LAMBERT ATTEST THAT THIS APPLICATION FOR UPPER LITTLE SUGAR CREEK REPLACEMENT SEWER PHASE 2 FROM BILMARK AVENUE TO GEORGETOWN DRIVE 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 p�' �N\A CAR0<i C4, �`�o,s�tiOfESS%p.U°•�'/i�i '',''z/%// llillllll M�`````` CLTWater PERMIT NO. PLANT FLOW ALLOCATION RECORDED BY: PERMIT APPROVED BY: NOTES: 1) CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHARLOTTE WATER STANDARD SPECIFICATIONS. 2) THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 3) ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING STANDARDS PART 1926, SUBPART P, AS AMENDED TO DATE. 4) ANY NECESSARY LANE CLOSURES SHALL FOLLOW GUIDELINES OUTLINED IN THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND/OR C.D.O.T. WORK AREA TRAFFIC CONTROL HANDBOOK. (WATCH) 5) IF THE PROPOSED SEWER MAIN IS INSTALLED WITHIN 12" IN ANY DIRECTION (VERTICALLY OR HORIZONTALLY) FROM A GAS MAIN, THEN THE CONTRACTOR SHALL CALL THE APPROPRIATE GAS COMPANY AND INFORM THEM. 6) MINIMUM PIPE SEPARATION: 10 FEET HORIZONTAL SEPARATION OR 18" VERTICAL SEPARATION SHALL BE MAINTAINED BETWEEN WATER MAINS OVER SEWER MAINS. WHEN WATER MAINS ARE BELOW SEWER MAINS OR THE ABOVE MINIMUM SEPARATIONS CANNOT BE MAINTAINED, DUCTILE IRON PIPE SHALL BE USED FOR BOTH MAINS TO 10 FEET EITHER SIDE OF CROSSINGS, AND ALL ALONG THE LENGTH OF MAINS WHERE MINIMUM SEPARATION CANNOT BE MAINTAINED. 7) THE CONTRACTOR SHALL SEED AND MULCH AT THE END OF EACH DAY. 8) RIGHT—OF—WAY USE PERMIT AND STREET CUT PERMIT: PRIOR TO PERFORMING WORK IN A CITY OF CHARLOTTE MAINTAINED ROAD RIGHT—OF—WAY THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING CDOT AT LEAST 5 DAYS IN ADVANCE OF WORK. CONTACT BOB STALEY, CHARLOTTE DEPARTMENT OF TRANSPORTATION BY FAX AT 704-336-4400. THE FAX SHALL INCLUDE TIME AND DATE OF CONSTRUCTION AND REFERENCE THE APPROPRIATE LANE CLOSURE DIAGRAM FROM THE "WATCH" MANUAL. AFTER RECEIPT OF THE RIGHT—OF—WAY USE PERMIT, CONTACT STREET CUT PERMITS AT TELEPHONE 704-336-4025 FOR APPROVAL TO OPEN CUT STREETS OR SIDEWALKS. COPIES OF THE PERMITS SHALL BE PROVIDED TO THE INSPECTOR PRIOR TO CONSTRUCTION AND SHALL BE DISPLAYED AT THE JOB SITE. 9) THE CONTRACTOR MUST OBTAIN A COPY OF THE LATEST REVISION OF THE "CDOT STREET MAINTENANCE DIVISION, REGULATIONS AND FEE SCHEDULE, PROCEDURES FOR WORKING IN ASPHALT AND CONCRETE PAVEMENTS" AND MAINTAIN IN THEIR POSSESSION AT ALL TIMES WHEN WORKING IN ANY CDOT RIGHT—OF—WAY. ISSUED JOSEPH C WILSON, P.E., CHIEF ENGINEER APPROVALS (SEALS) N.C.R.L.S. (AS BUILT) `\,`` \11111111 RO �``o° '6f E S%p� �9 Kv i ESES AL/ - 2206J N.C.P.E. SUMMARY OF SEWER MAINS & MANHOLES SIZE LENGTH SIZE LENGTH 18 INCH 3,047.68 8INCH 145.95 TOTAL NO. OF MANHOLES: 21 TOTAL NO. LOTS SERVED: N/A PROJECT NAME: UPPER LITTLE SUGAR CREEK REPLACEMENT SEWER PHASE 2 FROM BILMARK AVENUE TO GEORGETOWN DRIVE JOB NO: 7030250014-17-510 DATE OF ACTIVATION: DATE AS BUILT: BY- 9 A CITY OF CHARLOTTE DEPARTMENT