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Water & Sanitary Sewer Plan
L~j ~> © 0 d Z 0 C 0 0 0 PP 0 P~ i RANGH 18' PCP / FINISH FLOOR ELEV:532.00 r, .' FL B" $$ 1-8' DETECTOR CHECK DOMESTIC METER 1-2' IRRIGATION METER WATER ~CONNECT TO EXISTING 12' WATER BY BORE T/E PART OF FREEPORT NORTH (VOL. 84.203, PC). 1835) (F LED 10/ S/84) PART OF "TRACT FREEPORT NORTH LAND ti, LTD. (VOL. 96055, PG. 04179) (F1LED 06/19/96) FINISH FLOOR ELEVATION:526.00 12' DR 12.136 ACRES 528,623 SF A=69 43 21" R:455.00' L=553,68' T=516.96' CB=S 55'31'46" CD=520.15' LOT 3, BLOCK A FREEPORT NORTH (VOL. 2000102, PG. 4826) FREEPORT NORTH (VOL. 84206, PG. 1866) W PR~ 2~' RCP UNO£RGROUNO 18" PCP F1NISH FLOOR ELEVAllON:526,00 0 0 0 ED O RIM=S31 CONCRETE PAD ..',,........,... , . :.. ,. . ,-,. ::.;.-; .:..,.', ,; ~ .. :~.,., I.. ,'. 'I'.'." ~ -'- ,. .".' ',, . . '. '"' VAULT INLET (TELEPHONE)-, ¢1. 10' RCP =, :', %/ . ~,..,~':". ,:. ~,.../. '~ · . . .. . iNLET WATER AND SANITARY SEWER GENERAL NOTES 1. UNLESS OTHERWISE NOTED, ALL CONCRETE SHALL BE CLASS "A", (5000 PSI). 2. ALL WATER MAINS SHALL BE PVC C900, DR 18, CLASS 150. 5. WATER AND SANITARY SEWER SERVICES SHALL MEET PLUMBING COOE REQUIREMENTS. 4. ALL WATER MAINS UNL(L~Rj~O~THERWISE NOTED SHALL HAVE: A MINIMUM COVER OF 48' BELOW FINISHED 5. SANITARY SEWER PIPE SHALL BE PVC SOP-J5. B, WHF_.N 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 ~II~;tN~I~c:~HI~E~N DISTANCE CANNOT BE ACHIEVED, THE FOLLOWING ,' IA) 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 ~ 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. lB) WHERE A SANITARY SEWER CROSSES A WATERUNE 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. lC) 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 Pt;PR ~TH CASKETED JOINTS, A MINIMUM TWO FOOT SEPARATION DISTANCE SHALL BE MAINTAINED. IN ADOITION, THE SEWER SHALL BE LOCATED BELOW THE WATERLINE WHERE POSSIBLE AND ONE LENGTH OF THE SEWER PIPE MUST BE CENTERED ON THE WATERLINE. ID) WHERE A SEWER CROSSES OVER A WATERLINE ALL PORTIONS OF THE SEWER WITHIN NINE FEET OF" THE WATERUNE SHALL BE CONSTRUCTED OF' CAST IRON, DUCTILE IRON OR PVC PIPE WITH A PRESSURE RATING OF' AT LEAST 150 PSI USING APPROPRIATE ADAPTERS. IN UEU OF' THIS PROCEDURE, THE NEW CONVEYANCE MAY BE ENCASED IN A JOINT OF 150 PSI PRESSURE CLASS PIPE AT LEAST IB 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 F1LLED TO THE SPRING LINE WITH WASHED SAND, THE ENCAsEMENT PIPE SHOULD CENTERED ON THE CROFF~fb4G AND BOTH ENOS SEALED WITH CEMENT GROUT OR MANUFACTuRED (E) THE SEWER NEED NOT BE DISTURBED WHERE A NEW WATERLINE IS TO BE INSTALLED PARALLEL TO AN EXISTING SEWER THAT SHOWS NO EVIOENCE OF LEAKAGE AND THE WATERUNE tS INSTALLED ABOVE THE SEWER A MINIMUM OF TWO FEET VERTICALLY AND FOUR FEET HORIZONTALLY, SHOULD EXCAVATION FOR THE WATERUNE PROOUCE E'v1DEN.CE THAT THE SEWER iS LEAKING, THE SE'WEE MUST BE REPAIRED OR REPLACED AS DESCRIBED IN SUBPARAGRAPHS IA) OR ID) OF THiS PARAC, RAPH. -150' DRAINAGE (VOL. 84203, P WATER CONNECT TO EX}STING 12' WATER BY BORE IN STALL: 1-8' DETECTOR CHECK 1-2' DOMESTIC METER 1-2' IRRIGATION METER 4,4J: BEGIN 8' SANI SEWER CONNECT TO EXISTING SAN I SEWER MA.NH OLE BY BORE I VAULT (TELE?H,ONE) '25'26" .21' TELE FL ~' iN (] =505.2:t: FL 8' iN( )=515.9+ IF) THE SEWER NEED NOT BE DISTURBED WH:ERE A NEW WATERLINE IS TO CROSS OVER (BY TWO FEET OR MORE) EXISTING SEWER SHOWING NO EVIDENCE OF LEAKAGE. SHOU!LD EXCAVATION FOR THE WATERLINE PRODUCE EVIDENCE THAT THE SEWER IS LEAKING, THEN THE SEWER MUST BE REPAIRED OR REPLACED AS DESCRIBED IN SUBSECTIONS (O) OR (D). 7. CONTRACTOR TO VERIFY ALL EXISTING SEWER FLOW LINES BEFORE BEGINNING CONSTRUCTION. B. CONTRACTOR SHALL TIE A 1' WIDE PIECE OF RED PLASTIC FLAGGING TO THE END OF SEWER SERVICE AN SHALL LEAVE A MINIMUM OF JC' OF FLAGGING EXPOSED AFTER BACKF1LL AFTER CURB AND PAVING IS COMPLETED, CONTRACTOR SHALL MARK THE LOCATION OF THE SEWER SERVICE ON THE CURB OF ALLEY IN ACCORDANCE WITH TH:E 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 UTIUTY CONTRACTOR AND TIED TO PROPERTY CORNERS ON THE "RECORD DRAWINGS". 11. ALL METER BOXES SHALL BE LOCATED IN NON-TRAFFIC AREAS. 12. UTIUTY TRENCHES SHALL BE BACKF1LLED WITH MATER~AL MEETING NCTCOG ITEM 6.2.10 AND MECHANICALLY COMPACTED IN 8' UFTS TO THE TOP OF THE SUBGRADE TO A MIN!IMUM OF 95~ STANDARD PROCTOR DENSITY. 15. VALVE BOXES SHALL BE FURNISHED AND SET ON EACH (:;ATE VALVE. AFTER THE FINAL CLEAN-UP AND AUGNMENT HAS BEEN COMPLETED, THE CONTRACTOR (UTIUTY) SHALL POUR A CONCRETE BLOCK 24'X24"XC' AROUND ALL VALVE BOXES TOPS SO THE FINISHED GRADE IS LEVEL WITH THE FINISHED GRADE. 14, IF REQUIRED DUE TO CONSTRUCTION, POWER POLES TO BE BRACED OR RELOCATED AT CONTRACTORS PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC REVIEW ONLY AND tS 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: I0/07/200a 0 20 40 80 120 GRAPHIC SCALE IN FEET ~' BOLLARD E~ ELECTRIC METER Pg. POWER POLE LS,~ UGHT STANDARD '"~o WATER METER wve WATER VALVE ICYe IRRIGATION CONTROL VALVE FH~ FlEE HYDRANT 0% CLEAN OUT ~'H ,~ M AN HOLE TSCE] TRAFFIC SIGNAL CONTROL · TRAFFIC SIGNAL POLE '-m-E ED TELEPHONE BOX z=: FLO00 LIGHT r~ , FLAG POLE s~s~ TRAFFIC Si[ON IRS 1/2-INCH IRON ROD W/"PACHECO KOCH" CAP SET lC.M.) CONTROLLING MONUMENT F~'~ FIBER OP]]C ~AN~OILE PROPERTY L~NE --x -- FENCE --o~L-- OVERHEAD UT~UTY UNE --s'~/ UNDERG:ROUND WATER LJNE ~ E ~ UNDEROROOND ELECTRIC UNE r-- UNDERGROUND TELEPHONE LINE -- c-- UNDERGROUND CABLE LINE --S'S:S UNDERG;ROUND SANITARY SEWER LINE BENCH MARK LIST BMi/t18 2" ol,u,mfnum dTsk in center of inlet on the eost side of Royol Lone south of Brfdge over Cottonwood Bronch. ELEV= 515.12 BMJt 2 "[J" cut in the center of an inlet on the north side of Creekvfew Drive and omp.p.roxfmately 90 feet west of the centerlfne of Royal Lane. ELEV=525.60 BMr! 5 '[J" cut on the eost sfde of concrete post supporting otto©sphere monitorfng equipment on the north side of Creekvfew Drive and approximately 790 feet west of the centedine of Royal Lane. ELEV= 541.18 ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF CON:PLYiNG WITH ALL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE NOT BEEN APPROVED AND RELEASED FOR CONS1RUCTION BY THE CITY AS OF THiS DATE AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUOTION. 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. NO. DA T~ REVISION 8350 N CENTRAL EXPWY SUITE I'000 DALLAS, TEXAS 75206 972.235.3031 WATER & SANITARY SEWER PLAN DEXAS LOT 3, BLOCK 3 FREEPORT NORTH ADDITION CI T Y OY 00PPEI l. TEXAS DESIGN Dt~A WN DA T~ $CAL~ NOTES FIZE NO. OCT. 1 "=40' CdR CdR 2005 C3.0 PK FILE: 195~-05.199 DWG FILE: 1958-03-19gCV. DWG