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E-Care- PN131121Lot 2R, Block A Texasbank Addition Volume 2005048, Page 20 O.P.R.D.C.T. I I I MCI. VVILdN 1 I I <. o 5.r Elm 5" Elm o I � LP I G BEGINNINio II I i I 5";El�t N.90°00'00„E �I I i I I �P i I � I I I TSB i I P ; i F � b Realtor I� y r I Sign Approximate Luca 'on of I i i 42” Storm Sewer��Line I I / N. 00°05 05"E 31, I , i 83.39' II E I I !-------- Q ---- 0 I I � �' � 1/1 F I I I INSTALL: O 1 1- 16"x10" TAPPING SLEEVE a 1 ¢ M 1-10" GATE VALVE WATER AND SEWER GENERAL NOTES Speed I 1-10" DOUBLE CHECK VALVE ASSEMBLY I ( Q O Limit Sign �Ap ximate Location6 1. ALL WATER MAINS UNLESS OTHERWISE NOTED SHALL HAVE A MINIMUM COVER OF 48" S a., I _ ; f Water Line BELOW FINISHED GRADE. PROVIDE VALVE EXTENSIONS TO ALL VALVES ON LINES I I AS PART OF THE PROJECT BASE BID, DEEPER THAN 48". ( ( c CONTRACTOR iSHALL COORDINATE AND; 2. WHEN WATER MAINS AND SANITARY SEWERS ARE INSTALLED, THEY SHALL BE { O p FUND ANY MOVING OR LOWERING OF TALI EO: ER;TO ;� INL� 1 1- L UREOT1OiS,, I ! EXISTING UTILITIES NECESSARY FOR LLED IN SEPARATE TRENCHES WHERE THE NINE INSTALLATION OF UTIL!T1ES (T P1 INSTA Lot 1 R2 -R, Block A Texasbank Addition Doc# 201300020210 PD -257R -C EO 1.320 ACRES (57,486.5 SF) FF = 512.00' rjN_ :REMOTE LL: STA 2+05.72 - /, �FIR�EEND 6" ITARY SE If LF 5" /rn 0 x � P — t A proximate Location of "Sanitary Sewer Line ' k L—_ ! _ I � . S. MH Top -1 2.47 Fi-50522 p}�roxemate oration oL 8" Sanitary Seger Line 5" Elm — LP 274.07 1,7! IRS ------------------------ !!CAUTION!! CONTRACTOR TO IPLANS RDINATE UTILITY - + NNECTIONS TO DING WITH MEP PRIOR TO ONSTRUCTION. ,D TRANSFORMER !!CAUTION!! PARALLEL LINES Mt)ST BE CONNECTION TO BLDG WING GUIDELINES REF MEP PLANS CANNOT BE ACHIEVED THE FOLLOWING _ _ FOOTSEPARATIONDISTANCE CA � k r � � , „ _ � TELEPHONE SHALL APPLY: Lu _ € INS`( L: ' AND CITY DETAIL FL 6 (OUT) - 508.00 CONNECTIONS WITH _` y A. WHERE A SANITARY SEWER PARALLELS A WATERLINE, THE SEWER SHALL BE I t 1-10"46* BEND STA 2+00.72 - SS -1 M AST IRON DUCTILE IRON OR PVC MEETING ASTM i ' INSTALL: SERVICE PROVIDERS. I 0 CONSTRUCTED OFC INSTALL: CONTRACTOR TO _ SPECIFICATIONS WITH A PRESSURE RATING FOR BOTH THE PIPE AND JOINTS OF I i 1-6" 900 BEND 1- 6" 450 BEND ESTABLISH NEW CO PSI. THE VERTICAL SEPARATION SHALL BE A MINIMUM OF TWO FEET � ( (; � ": FL 6" = 507.94 BETWEEN OUTSIDE DIAMETERS, AND THE HORIZONTAL SEPARATION SHALL BEA SERVICE TO BUILDING. I- --'-'-` `gyp•. -_._____ _1 ._..._. �. MINIMUM OF FOUR FEET BETWEEN OUTSIDE DIAMETERS. THE SEWER SHALL BE ( O= 1 1 11 Inlet WATERLINE. R = 5679 70' _ END 6" FIRE LINE LOCATED BELOW THE B. WHERE A SANITARY SEWER CROSSES A WATERLINE AND THE SEWER IS I 25 LTop-509°55 INSTALL: - �A 5' FROM BLDG. = . F1=5P15. 55 1-10"45° BEND _ Lo CONSTRUCTED OF CAST IRON, DUCTILE IRON OR PVC WITH A MINIMUM r 1�0" vC ; __ REF MEP PLANS FOR cr PRESSURE RATING OF 150 PSI, AN ABSOLUTE MINIMUM DISTANCE OF SIX INCHES CB N . 0 °W 3 3 0 3 1 i s IRM r ocvA aiOL I CONNECTION TO BLD{'- BETWEEN OUTSIDE DIAMETERS SHALL BE MAINTAINED. IN ADDITION, THE SEWER T ; i C, FH �+ SHALL BE LOCATED BELOW THE WATERLINE WHERE POSSIBLE AND ONE LENGTH 1 INSTALL: i wM OF THE SEWER PIPE MUST BE CENTERED ON THE WATERLINE. I 1- 16"x6" TAPPING SLEEVE 6^ PVC --- C. WHERE A SEWER CROSSES UNDER A WATERLINE AND THE SEWER IS I DOM. MAW IM BF Oo� PVC FDC LINE moo` -- — 41 CONSTRUCTED OF ABS TRUSS PIPE, SIMILAR SEMI-RIGID PLASTIC COMPOSITE I INSTALL: j i �'� ���-' w`' — PIPE, CLAY PIPE OR CONCRETE PIPE WITH GASKETED JOINTS, A MINIMUM TWO I I 1- 6"x3" TEE ` ---- - - �`9i,1, - —- yy_ ______-__--------_-__ __ _____ ___________________ 1-3 GATE VALVE FOOT SEPARATION DISTANCE SHALL BE MAINTAINED. IN ADDITION, THE SEWER s" PVC - I � SHALL BE LOCATED BELOW THE WATERLINE WHERE POSSIBLE AND ONE LENGTHj I 1-3" DOM. METER W! DETECTOR CHECK I FIRE MAW _ _ _ _ r OF THE SEWER PIPE MUST BE CENTERED ON THE WATERLINE. D. WHERE A SEWER CROSSES OVER A WATERLINE' ALL PORTIONS OF THE SEWER ( 1- 3"x1G" REDUCER I INSTALL: : � I� 1-1%2" GATE VALVE 1-3" 450 BEND !� / WITHIN NINE FEET OF THE WATERLINE SHALL BE CONSTRUCTED OF CAST IRON, I 1-1%2" 90° BEND I ° » DUCTILE IRON OR PVC PIPE WITH A PROCEDURE, THE NEW CONVEYANCE MAY BE N 89 20 4 W ENCASED IN A JOINT OF 150 PSI PRESSURE CLASS PIPE AT LEAST 18 FEET LONG TSB X-CU7 r END 3" DOMESTIC LINE proximate Location SET AND TWO NOMINAL SIZES LARGER THAN THE NEW CONVEYANCE. THE SPACE R FROM BLDG. { f 24 "Storm Seer Line '� INSTALL: / REF MEP PLANS FOR AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT FIVE FEET INTERVALS I I �' 1-3 45 BEND CRATE " CONNECTION TO BLDG. WITH SPACERS OR BE FILLED TO THE SPRING LINE WITH WASHED SAND. THE I — — — / e� ENCASEMENT PIPE SHOULD BE CENTERED ON THE CROSSING AND BOTH ENDS , EX. 16" WATER LINE I ! / ase SEALED WITH CEMENT GROUT OR MANUFACTURED SEAL. j / e� Q�a�\ LP REMOVE EXISTING SS E. THE SEWER NEED NOT BE DISTURBED WHERE A NEW WATERLINE IS TO BE I PER SHEET C3.0 SITE PLAN LATERAL IN THIS AREA ,ca \`' END 6" FDC LINE INSTALLED PARALLEL TO AN EXISTING SEWER THAT SHOWS NO EVIDENCE OF TEXASBANK ADDITION AS -BUILT / Ota�`s��r REF TEXAS BANK ADDITION 5 FROM BLDG. LEAKAGE AND THE WATERLINE IS INSTALLED ABOVE THE SEWER A MINIMUM OF DRAWINGS BY DR RANKIN, PLLC / / E REF MEP PLANS FOR DRAWINGS DATED 7-2-2012 TWO FEET VERTICALLY AND FOUR FEET HORIZONTALLY. SHOULD EXCAVATION ' DATED 7-2-2013 I o / CONNECTION TO BLDG. FOR AS -BUILT LOCATION PP INSTALL: FOR THE WATERLINE PRODUCE EVIDENCE THAT THE SEWER IS LEAKING, THE I/ I I '( SEWER MUST BE REPAIRED OR REPLACED AS DESCRIBED IN SUBPARAGRAPHS 1- FIRE HYDRANT ASSEMBLY A ORD OF THIS PARAGRAPH. `� I I 1-10"x8" TEE F. THE SEWER NEED NOT BE DISTURBED WHERE A NEW WATERLINE IS TO CROSS Inlet 2-8" GATE HALVE OVER (BY TWO FEET OR MORE) EXISTING SEWER SHOWING NO EVIDENCE OF f Top=509.35 _ ( / 1-8"x6" REDUCER LEAKAGE. SHOULD EXCAVATION FOR THE WATERLINE PRODUCE EVIDENCE THAT F1-505.10 THE SEWER IS LEAKING, THEN THE SEWER MUST BE REPAIRED OR REPLACED AS DESCRIBED IN SUBSECTIONS (C) OR (D). 3. CONTRACTOR TO VERIFY ALL EXISTING SEWER FLOW LINES BEFORE BEGINNING CONSTRUCTION. 4. ALL SANITARY SEWER LINES SHALL BE TESTED IN ACCORDANCE WITH THE STANDARD CITY SPECIFICATIONS. 5. THE UTILITY CONTRACTOR SHALL INSTALL THE WATER SERVICES TO A POINT AS SHOWN ON THE PLANS. 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". 6. ALL METER BOXES SHALL BE LOCATED IN NON -TRAFFIC AREAS. 7. VALVE BOXES SHALL BE FURNISHED AND SET ON EACH GATE VALVE. AFTER THE FINAL CLEANUP AND ALIGNMENT HAS BEEN COMPLETED, THE CONTRACTOR (UTILITY) SHALL POUR A CONCRETE BLOCK 24"X24"X6" AROUND ALL VALVE BOX TOPS SO THAT THE TOP OF BOX IS LEVEL WITH THE FINISHED GRADE. MARK WITH F OR O OR S IN CONCRETE. 8. CONTRACTOR SHALL RAISE/LOWER OR ADJUST ALL EXISTING UTILITY MAINS IN CONFLICT WITH PROPOSED UTILITIES AS PART OF THE BASE BIDS FOR ALL KNOWN OR UNKNOWN LINES. TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY PERFORMED BY AJ BEDFORD GROUP, INC.. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY, IN WRITING, OF ANY DISCREPANCIES OR OMISSIONS TO THE TOPOGRAPHIC INFORMATION. THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR CONFIRMING THE LOCATION (HORIZONTAL/VERTICAL) OF ANY BURIED CABLES, CONDUITS, PIPES, AND STRUCTURES (STORM SEWER, SANITARY SEWER, WATER, GAS, TELEVISION, TELEPHONE, ETC.) WHICH IMPACT THE CONSTRUCTION SITE. THE CONTRACTOR(S) SHALL NOTIFY THE OWNER AND ENGINEER IF ANY DISCREPANCIES ARE FOUND BETWEEN THE ACTUAL CONDITIONS VERSUS THE DATA CONTAINED IN THE CONSTRUCTION PLANS. ANY COSTS INCURRED AS THE RESULT OF NOT CONFIRMING THE ACTUAL LOCATION (HORIZONTAL/VERTICAL) OF SAID CABLES, CONDUITS, PIPES, AND STRUCTURES SHALL BE BORNE BY THE CONTRACTOR. ADDITIONALLY, THE CONTRACTOR(S) SHALL NOTIFY THE OWNER AND ENGINEER IF ANY ERRORS OR DISCREPANCIES ARE FOUND ON THE CONSTRUCTION DOCUMENTS (PS&E), WHICH NEGATIVELY IMPACT THE PROJECT. THE ENGINEER AND OWNER SHALL BE INDEMNIFIED OF PROBLEMS AND/OR COST WHICH MAY RESULT FROM CONTRACTOR'S FAILURE TO NOTIFY ENGINEER AND OWNER. "NOTICE TO CONTRACTORS - UTILITIES" i I r Lot 7 GRAPHIC SCALE 0 20 40 FEET kwo- LEGEND PROPOSED SANITARY SEWER PROPOSED WATER PROPOSED FIRE HYDRANT 5TA 1+25.55 - SS -1 3TM SEWER CROSSING =L 6"= 507.06 STA 1+00.00 - SS -1 ::UT EXISTING 6" SS LATERAL AND INSTALL DOUBLE CLEANOUT. =X. FL 6"= 506.76 Second Revised BRAEWOOD WEST Vol 60153, Pg 53 D.R.D.C.T. X. 6" SEINER LINE PER SHEET C8.0 TILITY PLAN TEXAS BANK ADDITION &BUILT DRAWINGS BY IR RANKIN, PLLC DATED 7-2-2012 -BRICK WALL Lot 3 W _FH m, a c s m� c rn�dc o c-6 E g imcct Eoc o�€Ell �CE�F-.�pL�yt.c w a,,Ep N E 3 W y a m C O O C W��t6y E 3� UEnaM.mf?$��oo���r wy1°�2wa,yaccramL°omc_N $ aQERM y 0 EgfpO= Cc ° Q �W"= i I I G'AUT I ON J THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF ANY EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED EXISTING OVERHEAD &.UNDERGROUND UTILITIES IN THE VICINITY. 00 E THE VARIOUS UTILITY COMPANIES THE GOVERNING ON RECORDS OF ' N am I= MUNICIPALITY, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE VERIFY LOCATION OF EXISTING UNDERGROUND UTILITIES INFORMATION PROVIDED IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE, BY VACUUM EXCAVATION OR OTHER POTHOLING TECHNIQUES. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 ■ F HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF N W UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE 0 ALL EXISTING UTILITIES WHICH CONFLICT WITH THE`PROPOSED IMPROVEMENTS J SHOWN ON THESE PLANS. Oct 0W W _FH m, a c s m� c rn�dc o c-6 E g imcct Eoc o�€Ell �CE�F-.�pL�yt.c w a,,Ep N E 3 W y a m C O O C W��t6y E 3� UEnaM.mf?$��oo���r wy1°�2wa,yaccramL°omc_N $ aQERM y 0 EgfpO= Cc ° Q �W"= Know what's below. Call before you dig. THESE PLANS ARE SUBJECT TO REVIEW & APPROVAL BY JURISDICTIONAL ENTITIES. Rk� , V IV �! THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF JACK H. GARNER JR., P.E. REGISTRATION No. 98447, ON 11/20/13 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES TBPE Registration #: F-1002 PROJECT MGR. JHG PROJECT TECH. ES CHECKED BY JOB NO. 2013-252 SHEET NO. C6mO © Copyright 2013, Adams Engineedng o 0 J N M Moll 00 N am I= M LW4 OJL mi ■ F N W a1 0 99 d J Oct 0W H 0 0 Know what's below. Call before you dig. THESE PLANS ARE SUBJECT TO REVIEW & APPROVAL BY JURISDICTIONAL ENTITIES. Rk� , V IV �! THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF JACK H. GARNER JR., P.E. REGISTRATION No. 98447, ON 11/20/13 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES TBPE Registration #: F-1002 PROJECT MGR. JHG PROJECT TECH. ES CHECKED BY JOB NO. 2013-252 SHEET NO. C6mO © Copyright 2013, Adams Engineedng J Moll Z am I= 4 LW4 OJL mi VW F W — 99 d J Oct 0W Know what's below. Call before you dig. THESE PLANS ARE SUBJECT TO REVIEW & APPROVAL BY JURISDICTIONAL ENTITIES. Rk� , V IV �! THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF JACK H. GARNER JR., P.E. REGISTRATION No. 98447, ON 11/20/13 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES TBPE Registration #: F-1002 PROJECT MGR. JHG PROJECT TECH. ES CHECKED BY JOB NO. 2013-252 SHEET NO. C6mO © Copyright 2013, Adams Engineedng