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Water & Sanitary Sewer Plan4) 10'xl 0~ r.30~ 320.00' ;qC-~,SS~O 20' ' LOT 7, BLOCK C ESSEX WIRE ADDITION (VOL. 87189, PG. 3570) 7 L~ g 'F LOT 1, BLOCK C COPPELL BUSINESS CENTER (VOL. 2000135, Pg. 3692) X X III ;~ 'T LOT 1, BLOCK A ~. i NORTHLAKE 655 BUSINESS ~;' ~ (VOL. 97013, PG. 1462) PARK ~, ........ I I '3C P P ELI_ ,S:C fJ ~,' E~ :S E :SEN TE~ ~ ............................... ~ ............. ~' ' ~ Il ICONNECT TO EXIST MHI" ~ ~28.00 ~ 6 =522 35 J ~ , / / LOT 2, BLOCK C ~ ~ ~ ~ ~ ~ L~?csE? ~c' ~ COPPE~ BUSINESS CEN~R III ~'CONNECT TO EXIST 8' WATER ~-_,T~ E:SE'¢EkT ~ (~~L. 2000155, PG. 3692) ~EU°VE: I ~ I 1-8"X8" ~E ~ ~., 60' R.O.W. 2-8"X2' TAPPING S~EVE ~1 1-2' tRRIOAFON METER wi~ BACKFLOWh 1.514 ACRES ~ 2-8' OA~ VAL~ I ~ I 1-8" DE~ECTOR CHECK IN VAULT ~ , ENO 2' DOMES%C AT A POINT 5'~ ~COOR~tNA~ON. ~ ~ ~ i LIMITED PART%ERSH'P // B~G. FACE. SEE MEP 2-8' 45' BEND % kFROM /P~NS FOR CON~NUA%ON AND ~ (1-8"X6" REDUCER ~I-RRE H~RANT kCOORD~NA~ON. I WATER AND SANITARY SEWER GENERAL NOTES UNLESS OTHERWISE NOTED, ALL CONCRETE SHALL BE CLASS "A", (3000 PSI). ALL WATER MAINS SHALL BE PVC C900, DR 18, CLASS 150. ERE PROTECTION SERVICES SHALL BE PVC C900, DR 14, CLASS 200 AND INSTALLED IN ACCORDANCE WiTH THE DESIGN AND SPECIFICATIONS OF THE ERE PROTEC~qON PLANS TO BE PREPARED BY A UCENSED FiRE PROTEC~ON ENGINEER. WATER AND SANITARY SEWER SERVICES SHALL MEET PLUMBING CODE REQUIREMENTS. ALL WATER MAINS UNLESS OTHERWiSE NOTED SHALL HAVE A MINIMUM COVER OF 48" BELOW FiNISHED GRADE. SANITARY SEYqER PIPE SHALL BE PVC SDR-35. WHEN WATER MAINS AND SANITARY SEWERS ARE iNSTALLED, THEY SHALL BE iNSTALLED NO CLOSER TO EACH OTHER THAN NINE FEET IN ALL DIREC%ONS AND PARALLEL [JNES MUST BE iNSTALLED IN SEPARATE TRENCHES. WIaERE THE N/NE FOOT SEPARA'RON DISTANCE CANNOT BE ACHIEVED, THE FOLLO~NG GUIDELINES SHALL APPLY: (A) '~ERE A SANITARY SEWER PARALLELS A WATERMNE, THE SEWER SHALL BE CONSTRUCTED OF CAST iRON, DUCTILE IRON OR PVC MEE'flNG ASTM SPECIFICATIONS WiTH A PRESSURE RA~RNG FOR BOTH THE PIPE AND JOINTS OF 150 PSI. THE VER'RCAL SEPARA'~ON SHALL BE A MINIMUM OF TWO FEET BETIWIEEN OUTSIDE DIAMETERS AND THE HORIZONTAL SEPARA'~ON SHALL BE A MINIMUM OF FOUR FEET BETWEEN OUTSIDE DIAMETERS. THE SEWER SHALL BE LOCATED BELOW THE WATERUNE. (B) WHERE A SANITARY SEWER CROSSES A WATERUNE AND THE SEWER iS CONSTRUCTED OF CAST LRON, DUC'~LE LRON OR PFC WiTH A MINIMUM PRESSURE RA'RNG OF 150 PSI, AN ABSOLUTE MLNIMUM DISTANCE OF SIX iNCHES BE'F~EN OUTSIDE DIAMETERS SHALL BE MAINTAINED. iN ADDI'~ON, THE SEWER SHALL BE LOCATED BELOW THE WATERLJNE WHERE POSSIBLE AND ONE LENGTH OF THE SEWER PIPE MUST BE CENTERED ON THE WATERUNE. (C) WHERE A SEWER CROSSES UNDER A WATERLINE AND THE SEWER IS CONSTRUCTED OF ADS TRUSS PIPE, SIMILAR SEMI-RIGID PLAS'RC COMPOSITE PIPE, CLAY PiPE OR CONCRETE PiPE 'WITH GASKETED JOINTS, A MINtMIJM Ti¢¢0 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 WATERUNE. (D) WHERE A SEWER CROSSES OVER A WATERliNE ALL POR'RONS OF THE SEWER 'WITHIN N/NE FEET OF THE WATERliNE SHALL BE CONSTRUCTED OF CAST IRON, DUC'~LE iRON OR PFC PIPE WITH A PRESSURE RATiNG OF AT LEAST 150 PSI USING APPROPRIATE ADAPTERS. IN tJEU 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 UNE WITH WASHED SAND. THE ENCASEMENT PIPE SHOULD BE CENTERED ON THE CROSSING AND BOTH ENOS SEALED WITH CEMENT GROUT OR MANUFAcTuRED SEAL (E) THE SEWER NEED NOT BE DIS'RJRBED WHERE A NEW WATERUNE iS TO BE INSTALLED PARALLEL TO AN EXISTiNG SE~ER THAT SHOW'S NO EVIDENCE OF LEAKAGE AND THE WATERLJNE IS INSTALLED ABOVE THE SEWER A MtN[MUM OF TWO FEET VERTiCALLY AND FOUR FEET HORIZONTALLY. SHOULD EXCAVA]qON FOR THE WATERUNE PRODUCE EVIDENCE THAT THE SEWER IS LEAKING, THE SEWER MUST BE REPAIRED OR REPLACED AS DESCRIBED IN SUBPARAGRAPHS IA) OR ID) OF THIS PARAGRAPH. (F) THE SE'WER NEED NOT BE DISTuRBED WHERE A NE~ WATERUNE tS TO CROSS OVER (BY TWO FEET OR MORE) EXiSTiNG SEWER SHOWING NO EVIDENCE OF LEAKAGE. SHOULD EXCAVAI]ON FOR THE WATERDNE PRODUCE EVIDENCE THAT THE SEWER IS LEAKING, THEN THE SEWER MUST BE REPAIRED OR REPLACED AS DESCRIBED tN SUBSECTiONS (C) OR ID). 7. CONTRACTOR TO VERIFY ALL EXISTING SEWER FLOW LINES BEFORE BEGINNING CONSTRUCTION. 8. CONTRACTOR SHALL TiE A 1" WIDE PIECE OF RED PLASBC: 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 LOCA"RON OF THE SEWER SERVICE ON THE CURB OF ALLEY IN ACCORDANCE WITH 'q.--IE STANDARD CITY SPECIFICATiONS. 9. ALL SANITARY SEWER LJNES SHALL BE TESTED IN ACCORDANCE WITH THE STANDARD CITY SPECIRCABONS. 10. THE U]]UTY CONIRACTOR SHALL INSTALL THE WATER SERVICES TO A POINT TWO (2') FEET BACK OF THE CURB I.JNE AT A DEPTH OF 12 INCHES. THE METER BOX SHALL BE FURNISHED AND iNSTALLED BY THE CONTRACTOR AFTE. R THE PAVING CONTRACTOR HAS COMPLETED THE FINE GRADING BEHIND THE BACK OF THE CURB. EACH SER',4CE LOCADON WILL BE MARKED ON THE CURB, WiTH A BLUE LETTER "W" BY THE UT]UTY CONT,RACTOR AND TiED TO PROPERTY CORNERS ON THE "RECORD DRAWINGS". 11. ALL MEIER BOXES SHALL BE LOCATED IN NON-TRAFFiC AREAS. 12. U]']UTY TRENCHES SHALL BE BACKFILLED WITH MATERIAL MEETiNG NCTCOG ITEM 6.2.10 AND MECHANICALLY COMPACTED IN 8" UFTS TO THE TOP OF THE SUBGRADE TO A MINIMUM OF 9'5% STANDARD PROCTOR DENSITY. 13. VALVE BOXES SHALL BE FURNISHED AND SET ON EACH GATE VALVE. AFTER THE FINAL CLEAN-UP AND AliGNMENT HAS BEEN COMPLETED, THE CONTRACTOR (UTIUTY) SHALL POUR A CONCRETE BLOCK 24'X24"XE' AROUND ALL VALV'E BOX TOPS WHICH SHALL BE LEVEL WITH THE FiNiSHED GRADES. 14-. tF REQUIRED DUE TO CONSTRUCTiON, POWER POLES TO BE BRACED OR RELOCATED AT CONTRACTOR'S EXPENSE. BM# 2 PRELIMINARY NOT FOR CONSTRUCTION THiS DOCUMENT iS iSSUED FOR THE PURPOSE OF SCHEMA'RC REViEW ONLY AND IS NOT INTENDED FOR PERMIT~NG, BIDDING, OR CONSTRUC'~ON PURPOSES. PLANS PREPARED UNDER THE DIRECT SUPERViSiON OF ERIK M. HAUG.UE, P.E. TEXAS REGISTRATION NO. 94736 DATE: 12/21/2005 8ENC/.I MA RK LIS T ' L · CUT ON CENTER OF INLET ON EAST SIDE OF LAKESHoRE DRIVE, APPROXIMATELY 60 FEET NORTH OF NORTHEAST PROPERTY CORNER, APPROXIMATELY 975 FEET SOUTH OF THE CENTERUNE OF WRANGLER DRIVE. ELEV=526.36 :3, 1 0 23, 4-,3, E C' GRAPHIC SCALE IN FEET  [PR6JECT" iOCaTi0Nj DALLAS COUNTY MAPSCO 11 VIClNI r Y Il, f,4 P ~--- O X P'---J 7_._) . 5 CLL~ R D E'.'¢_ ELECTq C , C C, ,YE R P :3 L E 0 L:]~' ST,~NDAR] ~A~c~ RRiOAT'C,N ]CNT~O= ¢'~._,'E 0 V~NHOLE ~L~rH~'~,.,,,~ ~OX FLCC, D L -,*, TRaFFiS SION IRS 1/2- X'S~ BC, S SOB ,**,/" P ,~ C a E C 0 K O C H" C a P S E T (C.M.) CONTROLUNS ?CNLYENT PROPERTY L;NE , FENCE O.ERHE~D UFL:~r' ~l~E ~ -- ,~,N~EROROUi,~D FI 7C~iC _:,,E ..... uNEERC. ROLND TELEPHONE L,hE ~,,~ OUND C.~BLE LiNE ~ ....... bNDERORC'UND ,'¢~ER L'NE dNBERGROLND %AN T~RY ~, _~ LiNE ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY (SUBJECT TO REVISION PRIOR TO CONSTRUC]~ON) THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF COMPLtING WITH ALL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE NOT BEEN APPROVED AND RELEASED FOR CONSTRUClqON BY THE CITY AS OF THIS DATE AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTiON. BY ANY USE OF THESE DOCUMENTS, THE USER AFRRMS THEIR UNDERSTANDING OF THE PREUMINARY STATUS OF THE PLANS AND THE POTEN~AL FOR REVISION PRIOR TO ANY CONSTRUC]}ON. NO. DA TE t~E F/SION Pacheco Koch Consulting Engineers 8350 N. CENTRAL EXPWY. SUITE 1000 DALLAS, TX. 75206 9722353031 WATER & SANITARY SEWER PLAN NORTHLAKE 635 BUSINESS PARK LOT 2R, BLOCK C COPPELL BUSINESS CENTER III (2/ T Y OF C OPPEZ L, TEXA$ I DESIGN I Dt~A EMH SMH "-' F PK ,"~L_: 1568-05.296 ~1 "'=20' D,,~G ~ F' NO.