Loading...
Water & SS Plan 0 0 0 0 0 t © 30' 0 EXISTING 12" ~ WATER Z IINSTALL: 1-12"x8" TEE 1-8" VALVE No TEL ',~ TEL MH 4 fiPM 0-- 1:'" PIPE CULVERT (VOL. 79085, PO. 2171 FF IjCFO EAST / / / / // / INSTALL 8"___SS @ 1..i~0% STA. 0+00 'SS-2" ICONNECT TO EXISTING 18" SEWER LINE · IINSTALL: · I 1-CLEANOUT IFL 8"=51.3.60 INSTALL: 1-12"x6" TEE 1-6" VALVE 1-STD. FIRE HYDRANT 300 00' ' SANDY LAKE ROAD (A VARIABLE WIDTH R.O.W.) PP NORTH 10.00' PROPOSED 15' WATER EAS~ · ~ ~ ~ BEGIN 8" SAN. SEWER I[ CONNECT TO I I CONNECT TO EXISTING SAN.I\ EXISTING 12" I I SEWER MANHOLE BY DRY Il/ WATER · I BORE_ WITH CASINGS. I~ 1-12"x8" F I J I EAST ~TA. 1+02.50 "SS IINSTALL: 11-OLEANOUT FL 8"=508.90 INSTALL: 1-DET. CHK 291.0' -- TEE HYDRANT 2+00 "SS-1" I INSTALL: I 1- DOUBLE CLEANOUT I 5' FROM BUILDING FACEI FL 8"=509.40 I F.F. = 521.50 INSTALL: 1-2" WM (DOM.) 1-2" WM ORR.) 1-DET. CHK INSTALL: 1- DOUBLE CLEANOUT 5' FROM BUILDING FACE FL 8"=514.52 END 2" WATER (DOM.) AT A POINT 5' OFF BUILDING FACE PROPOSED LOT 2R, TRACT 1 FOUR SEASONS ADDITION MARDEVCO CREDIT CORPORATION (VOL. 91129, PG. 4397) END 8" WATER FIRE LINE AT A POINT 5' OFF .... BUILDING FACE [NSTALL 8" W-TR. INSTALL: -8"x6" TEE 1-6" VALVE 1-STD. FIRE HYDRANT 1-8" VALVE PROVENCE DEVELOPMENT, (VOL. 2002095, LTD. PG. 5214) ,NSTALL: 1-8"x8" TEE 1-8" VALVE 1-8" FIRE LINE LOT 1 FOUR SEASONS ADDITION (VOL. 99241 PG. 196) FPROPOSED FDC INSTALL: 1-8"x6' TEE 1-6" VALVE 1-STD. FIRE HYDRANT 1-8" VALVE INSll'ALL ~" WTR, 0 1 I --! < 0 13_ o3 ~ 0 Z W INSTALL: 2-8"X45' BEND INSTALL: 1-8"x6" TEE 1-6" VALVE 1-STD. FIRE HYDRANT 1-8" VALVE LS 0 15 50 60 90 GRAPHIC SCALE IN FEET CBM F;PM 0 UGFG o B, EM 'D PP. LS 0 WM© CITY OF COPPELL ~,:v BENCHMARK NO. 2 CAS PAINT MARK UNDERGROUND FIBER OPTICS MARKER UNDERGROUND TELEPHONE MARKER Tic UNDERGROUND CABLE MARKER BOLLARD TFL ELECTRIC METER POWER POLE FP LIGHT STANDARD WATER METER WATER VALVE (C.M.) 6·'W- IRRIGATION CONTROL VALVE FIRE HYDRANT CLEANOUT MANHOLE TRAFFIC SIGNAL CONTROL TRAFFIC SIGNAL POLE TELEPHONE BOX FLOOD LIGHT FLAG POLE TRAFFIC SIGN CONTROLLING MONUMENT PROPERTY LINE FENCE OVERHEAD UTILITY LINE UNDERGROUND WATER LINE UNDERGROUND SANITARY SEWER LINE WATER AND SANITARY SEWER GENERAL NOTES 1. UNLESS OTHERWISE NOTED, ALL CONCRETE SHALL BE CLASS "A", (3000 PSI). 2. ALL WATER MAINS SHALL BE PVC C900, DR 18, CLASS 150. 5. WATER AND SANITARY SEWER SERVICES SHALL MEET PLUMBING CODE REQUIREMENTS. 4. ALL WATER MAINS UNLESS OTHERWISE NOTED SHALL HAVE A MINIMUM COVER OF 48" BELOW FINISHED GRADE. 5. SANITARY SEWER PIPE SHALL BE PVC SDR-35. 6. WHEN WATER MAINS AND SANITARY SEWERS ARE INSTALLED, THEY SHALL BE INSTALLED NO CLOSER TO EACH OTHER THAN NINE FEET IN ALL DIRECTIONS AND PARALLEL LINES MUST BE INSTALLED IN SEPARATE TRENCHES. WHERE THE NINE FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE FOLLOWING GUIDELINES SHALL APPLY: (A) WHERE A SANITARY SEWER PARALLELS A WATERLINE, THE SEWER SHALL BE CONSTRUCTED OF CAST IRON, DUCTILE IRON OR PVC MEETING ASTM SPECIFICATIONS WITH A PRESSURE RATING FOR BOTH THE PIPE AND JOINTS OF 150 PSI. THE VERTICAL SEPARATION SHALL BE A MINIMUM OF TWO FEET BETWEEN OUTSIDE DIAMETERS AND THE HORIZONTAL SEPARATION SHALL BE A MINIMUM OF FOUR FEET BETWEEN OUTSIDE DIAMETERS. THE SEWER SHALL BE LOCATED BELOW THE WATERLINE. (B) WHERE A SANITARY SEWER CROSSES A WATERLINE AND THE SEWER IS CONSTRUCTED OF CAST IRON, DUCTILE IRON OR PVC WITH A MINIMUM PRESSURE RATING OF 150 PSI, AN ABSOLUTE MINIMUM DISTANCE OF SIX INCHES BETWEEN OUTSIDE DIAMETERS SHALL BE MAINTAINED. IN ADDITION, THE SEWER SHALL BE LOCATED BELOW THE WATERLINE WHERE POSSIBLE AND ONE LENGTH OF THE SEWER PIPE MUST BE CENTERED ON THE WATERLINE. (C) WHERE A SEWER CROSSES UNDER A WATERLINE AND THE SEWER IS CONSTRUCTED OF ADS TRUSS PIPE, SIMILAR SEMI-RIGID PLASTIC COMPOSITE PIPE, CLAY PIPE OR CONCRETE PIPE WITH GASKETED dOINTS, A MINIMUM TWO FOOT SEPARATION DISTANCE SHALL BE MAINTAINED. IN ADDITION, THE SEWER SHALL BE LOCATED BELOW THE WATERLINE WHERE POSSIBLE AND ONE LENGTH OF THE SEWER PIPE MUST BE CENTERED ON THE WATERLINE. (D) WHERE A SEWER CROSSES OVER A WATERLINE ALL PORTIONS OF THE SEWER WITHIN NINE FEET OF THE WATERLINE SHALL BE CONSTRUCTED OF CAST IRON, DUCTILE IRON OR PVC PIPE WITH A PRESSURE RATING OF AT LEAST 150 PSI USING APPROPRIATE ADAPTERS. IN LIEU OF THIS PROCEDURE, THE NEW CONVEYANCE MAY BE ENCASED IN A JOINT OF 150 PSI PRESSURE CLASS PIPE AT LEAST 18 FEET LONG AND TWO NOMINAL SIZES LARGER THAN THE NEW CONVEYANCE. THE SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT FIVE FEET INTERVALS WITH SPACERS OR BE FILLED TO THE SPRING LINE WITH WASHED SAND. THE ENCASEMENT PIPE SHOULD BE CENTERED ON THE CROSSING AND BOTH ENDS SEALED WiTH CEMENT GROUT OR MANUFACTURED SEAL. (E) THE SEWER NEED NOT BE DISTURBED WHERE A NEW WATERLINE IS TO BE INSTALLED PARALLEL TO AN EXISTING SEWER THAT SHOWS NO EVIDENCE OF LEAKAGE AND THE WATERLINE IS INSTALLED ABOVE THE SEWER A MINIMUM OF TWO FEET VERTICALLY AND FOUR FEET HORIZONTALLY. SHOULD EXCAVATION FOR THE WATERLINE PRODUCE EVIDENCE THAT THE SEWER IS LEAKING, THE SEWER MUST BE REPAIRED OR REPLACED AS DESCRIBED IN SUBPARAGRAPHS (A) OR (D) OF THIS PARAGRAPH. (F) THE SEWER NEED NOT BE DISTURBED WHERE A NEW WATERLINE IS TO CROSS OVER (BY TWO FEET OR MORE) EXISTING SEWER SHOWING NO EVIDENCE OF LEAKAGE. SHOULD EXCAVATION FOR THE WATERLINE PRODUCE EVIDENCE THAT THE SEWER IS LEAKING, THEN THE SEWER MUST BE REPAIRED OR REPLACED AS DESCRIBED IN SUBSECTIONS (C) OR (D). 7. CONTRACTOR TO VERIFY ALL EXISTING SEWER FLOW LINES BEFORE BEGINNING CONSTRUCTION. 8. CONTRACTOR SHALL TIE A 1" WIDE PIECE OF RED PLASTIC FLAGGING TO THE END OF SEWER SERVICE AND SHALL LEAVE A MINIMUM OF ,36" OF FLAGGING EXPOSED AFTER BACKFILL. AFTER CURB AND PAVING IS COMPLETED, CONTRACTOR SHALL MARK THE LOCATION OF THE SEWER SERVICE ON THE CURB OF ALLEY IN ACCORDANCE WITH THE STANDARD CITY SPECIFICATIONS. 9. ALL SANITARY SEWER LINES SHALL BE TESTED IN ACCORDANCE WITH THE STANDARD CITY SPECIFICATIONS. 10. THE UTILITY CONTRACTOR SHALL INSTALL THE WATER SERVICES TO A POINT TWO (2') FEET BACK OF THE CURB LINE AT A DEPTH OF 12 INCHES. THE METER BOX SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR AFTER THE PAVING CONTRACTOR HAS COMPLETED THE FINE GRADING BEHIND THE BACK OF THE CURB. EACH SERVICE LOCATION WILL BE MARKED ON THE CURB, WiTH A BLUE LETTER "W" BY THE UTILITY CONTRACTOR AND TIED TO PROPERTY CORNERS ON THE "RECORD DRAWINGS". 11. ALL METER BOXES SHALL BE LOCATED IN NON-TRAFFIC AREAS. 12. UTILITY TRENCHES SHALL BE BACKFILLED WITH MATERIAL MEETING NCTCOG ITEM 6.2.10 AND MECHANICALLY COMPACTED IN 8" LIFTS TO THE TOP OF THE SUBGRADE TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY. 1.3. VALVE BOXES SHALL BE FURNISHED AND SET ON EACH GATE VALVE. AFTER THE FINAL CLEAN-UP AND ALIGNMENT HAS BEEN COMPLETED, THE CONTRACTOR (UTILITY) SHALL POUR A CONCRETE BLOCK 24"X24"X6" AROUND ALL VALVE BOX TOPS WHICH SHALL BE LEVEL WITH THE FINISHED GRADES. 14. IF REQUIRED DUE TO CONSTRUCTION, POWER POLES TO BE BRACED OR RELOCATED AT CONTRACTORS EXPENSE. ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF COMPLYING WITH ALL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE NOT BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS DATE AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION. BY ANY USE OF THESE DOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING OF THE PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION PRIOR TO ANY CONSTRUCTION. BM# 1 BM# 2 BMr 3 BM# 4 BENCH MA RK LIS T " I ] " CUT ON CENTER OF CONCRETE HEADwALL ON SOUTH SIDE OF THWEATT ROAD APPROXIMATELY 600+ FEET EAST OF ROYAL LANE; THIS BENCHMARK WAS NOT USED DUE TO SAID HEADwALL BEING VISIBLY DAMAGED AND LEANING. " I ]" CUT ON SOUTH END OF 10 FOOT CURB INLET ON EAST SIDE ROYAL LANE APPROXIMATELY 1000± FEET SOUTH OF THWEATT ROAD. ELEV=525.47 " [ ] " CUT ON CENTER OF CONCRETE HEADwALL ON EAST SIDE OF ROYAL LANE APPROXIMATELY 50+ FEET SOUTH OF THWEATT ROAD. ELEV=519.59 " [ I " CUT SET AT THE PI OF THE BACK OF CURB AT THE NORTHWEST CORNER OF STAPLES PARKING LOT EAST OF SUBJECT PROPERTY 580+ FROM THE CENTERLINE OF THWEATT ROAD. ELEV=521.41 COPPELL DALLAS COUNTY MAPSCO 1-T VICIN/ T Y MA P (NOT TO SCALE) PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION PURPOSES. PLANS PREPARED UNDER THE DIRECT SUPERVISION OF STEVEN A. MARKUsSEN, P.E. TEXAS REGISTRATION NO. 70090 DATE: 05/31/04 BCE SPECIALITIES LOT 2 FOUR SEASONS ADDITION 100 ROYAL LANE ClTYOFCOPPELL, TEXAS DESIGN DRA CJE BLT PK FILE: 10.30-04.095 DA TE SCALE NOTES MAY 2004 1 "=30' FIZE DWG FILE: NO. C4.1 1050-04-095CV. DWG