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HomeMy WebLinkAboutFIRST UNITED METHODIST CHURCH OF LA PORTE SITE PLAN45 em a .. 59 so �_ 290 PROJECT 0 LOCATION Zm zw x2ss x23s x23s x2s� x2s� x2S x2v x2v x2S x2� x2v x2v x2Q °,�8s 93 2s 2s p 'ss 10 Li x(/) 6 Q3 w N NOExwaoo 20 GI Sv �v 61 2x x ? 2y. 23. x 22 v° 2 90 zA TB 23.40 TB 23.40 59 45 v * (TYP•) CONC. SLOPE PROTECTION (TYP) 3 C D oyp.) 14e - � ' 2s FL 19.80 23 23 2' BOTTOM 2s 2 2� 2' BOTTOM 2A FL 20.09 2� 2s 2s 2F 2Q 2g 6S si 0. lox] J '9v` °ii '9ii B3 9S 2S `�S 2S PROP. 2 RCP VICINITY MAP 35 LF - 0.1 N Ts 20.00 Np, p0 TC 24.1 TC 24.10 TC 24.10 TC 4.10 TB 2.40 TS 21.00 4 KEY MAP NO. 579A 232 v N b TS 19.8Q0 A. GO �10 _�PTC24.20 - C TS 21.00 FL 20.12 PROP. 18" RCP 23.60 2SA2 2S'9 v 'in S` Pv' 0,0� TC TP 23. rn o 000 OW 16 TB 23.40 I ( 80 LF O 0.25X 4PROP. 6r 24.15 TP 23 r7 o RESTRICTION x �' x �9 .8R2FL 19�65 N (SEE DETAIL) TP 23. s OPENING ' TC 24.20 s s D 50 ) s s s s N N FL 19.72 P. UNPA PROP. UNPAVED n 19.65 t TS 19.80) TC 24.20ROAD FS 20.00 19.82 TC 24.10 4 2s 2s Q v s % TC 24.1 TC 24.25 T' 23 0 C 0 TP 23. 0 1 24.30 TC ' 24.3 !O Ga/� .V6 GS`t�17" _ TB 23.40 TC 24.40 �� G /, FL 20.32 I c> ~ 23e40 "a as ®• _-243ssy x x xs TP x3 xs xY sx24.20 Z TC 'oS23.80A '93 S s A2s x TC 2424. os 2A ss 1.0 o TC 24.60 PROP. 15 TP 23. 0 TP 23. 0 TC 24 g I J ^ o TP 24.10 35, PROP. INLET TG 23.50 TP 24.2 1�[ N �� TC 24.20 FL 19.91 -.4 TP 24.00 TP 24. 0 TP 2 .10 TP 23.9 23.9 w^ Q 2 A PROP. 15" PVC TW 24.60 TC 24.60 TC 24.6 TC 24.60 TP 23.98 Q = s s TS 23.40 35 LF O 0.22X TC 24.60 TC 24. z o - S9 s9 TC 24.60 TP 23.90 TP 23.60 0 o Z s c I z ri t f�3 0 o TC 24.45 x = = x2S x C 24 x2v x2v x2v x x2S x2v x v x r o 6S 'S n 'S3 S 2 2 Eir o oS oS °iP FL 19.70 I 25 t 4.70 4 BOTTOM N M FL 19.98 T8 23.40 TW 24.70 0 0 0 o N TC 24.75 co �. to p 2s N TC 24.50 TTW 24.070 TC 24.95 N N E 8,� Y v TS 21.00 - - -'� - R2 V 2Ssox 2sss 25.50} - �- _ t " F' _ _ °P�Fo F / \ PROP. SWALE H o N A TC 24.85 TP 24.05 TP 23.70 °F A 2S A x 2S x 2S ?R x 2S I' x 2u 'i x 2i x 2v N j x u x 'J x �r x 2u C9ti x 2v ''1 o � J SS •�s 4i .�` J ° 1 °SI 9S OTP S TW 25.40 TC 25.20 TC 2 . 15' i N 2�sp 0 I j N 3 c MIN. TW 25.50 TC 25.10 TP TP 23.7 2 2 2 m o ,2 2S 2S 2 y w 3 0 -�- --- h- 2Q o s� xo to o ° x o TS 21.00 FF 25.50 t TC 25.20 TC 24.60 �++ Tn ° CTP 24.00 x 2S x 2S x 2S = .T x 23 x v x 2v x '2v x 2 3 s ss �s 30 .8s 9s V. PROP. 4" SAN.: SWR. ° ss R R TO PLUMBING LAN C 25.10 PROP. WATER F R CONTIN ATION ETC 25.10 TP 24.50 23.60 MOUND OF DEBRIS METER / TC 24.7Q_. PRO 4' SAN SWR. TW 25.5� TC 25.20 TC - TC 24.90 20.49 FL 1 44 25.10 TP 23.80 CONNECT TO 17. 2s 2sAA % 2 PROP. 2r WATER FF .50 t TP 24.00 PROP. 2CURB OPENING SAN. SWR. MH sAi ' CONNECT 2r ATER FOR CONTINUATION PLUMBINGR TO PLAN TW 25.35 TP 24.0OI°'� N TO 12" WATE FL 20.13 2s x _ -- x 21 23 x 2r TW 25.20 x 23 x 2 TP 24.10 x 2R x l p x 2R x 2A x a M JeJ�3 •'�i oi4i'2S`rS •�S FO p� s m PR P. 1 WATER NE- a PROP. SWALE TW 25.50 TW 25.05 y9 a ti m N N W BY TH RS TB 23.40 TP 24.40 TP 24.20 I w 2s ONLY THOSE AREAS ON THIS SIDE OF THE DASHED LINE ( e a ° ARE APPROVED FOR DEVELOPMENT AT THIS TIME. SEE NOTE 2 HEREON FOR FUTURE DEVELOPMENT. sdo Ss o h Z s N Y FUTURE DEVELOPMENT FOR THE BALANCE OF THIS SITE FIRST UNITED ME OD/ST CHURCH OFLA'PORTE p� z m I '• x �> x 2 x 2, x 2, x INCLUDING ALL AREAS, -ON THIS SIDE OF THE, DASHED LINE, x 2 x 2 x 2 x 2 x� x 2 A SUBJECT TO REVI�{q, BY THE FLOOD C OL DISTRICT 8 9 s H g I Qs ss �� ,� (ANb PAYMENT OF ORAItTAGE IMPACT FEES FO NEW DEVELOPMENT; 9601 W, FA/RMONT ARKWA Y s s s o 1 APPLICABLE IN THIS WATERSHED. NEW DEVELOPMENT WOULD �d o INCLUDE ANY OF THE FOLLOWING: CLEARING, GRADING OR PAVING.) x H I 2s 2 LEGAL DESCR/ /O/IF 14.6311 ACRES OUT OF LOT 717 AND Z w 89 Q THE WEST '/2 F LOT 718 OF LAPORTE OUTLOTS (VOL.83, N 3 2'61 2,0 2'e 2s� 2SF6 25�6 2� PG.344 H.C. . .) BEING IN THE WIL.LIAM M. JONES SURVEY, ° ° ° '° 2 Q 24 ABSTRP - 482, HARRIS COUNTY, TEXAS ON �' � '�" x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 O A V' Y A F A ,° , ?S S� GAS RO TED ALONG WEST SIDE OF BUILDING...ELECTRICAL V IS UND RGROUND FROM THE TERMINAL UTILITY POLE TO 2 2 I THE REA OF THE BUILDING. j HARRIS COUNTY' FLOOD:, CONT L DISTRICT APPROVED x 2J x 23 x 2v x 2J - x 2J x `p.' x 2� x 2S x 23 x 2v x 2v x 2v x 2v oS 9S oS SS SS 6S LEGEND j 22 20 I �i I TP TOP OF PAVEM o PROPOSED PAVEMENT INLET UNDERWOOD TG TOP OF GRATE ® PROPOSED AREA INLET D. 1/2 IR ' BENCHMARK (TOPOGRAPHIC SURVEY & TBM BY OTHERS) TC TOP OF CURB FF FINISHED FLOOR BENCHMARK: LA>PORTE CITY SURVEY TB TOP OF BANK FLOW ARROW/SURFACE GRADE m REVISED PAVING GRADES &FINISHED .FLOOR 1/03/96 LPSMMARKENO. 43 ELEY=23.65 SAN. SWR. SWR. MANHOLE TS TOE -OF SLOPE ..E..°.:. ;F.q� O PROPOSED MANHOLE NOTES: LANDTECH CONSULTANTS, INC. EL NATURAL GROUND ELEVATION (1978 ADJUSTMENT) RIM=2ss3 6 Civil Engineering * Land Surveying + :%+ � 06. EXISTING ELEVATION 1. CULVERT SIZE AND FLOWLINES SHALL BE SET BY HARRIS COUNTY. .s......r........r... TBM: SAN. SWR. MANHOLE LOCATED AT FL FLOWLINE x� 2627 North Loop West _';SCE D. GOLDBERG CO>tl PROPOSED CLEAN OUT 2. CONTRACTOR SHALL GRADE DITCH TO PROVIDE PROPER DRAINAGE. Suite 224 6353i �." ' .;s/ S i Eat':• y SOUTHEAST CORNER OF PROPERTY TW TOP OF WALK TOP OF RIM ELEV.=23.63. _107• EXISTING CONTOUR Houston, Texas 77008 Fs Tel. (713) 881-7088 Fax (713) 861-4131 triNm ah,.wm. m da.. cap t ® 1193 �T �x.� ; aK Orarhgo and .. 811EET NOS.. �'a t,:' m t "',tom �t m r..`e a' 6863 WOODWAY DRIVE DATES DRAW& drla arr rmb am.,xm. SUM 1104 I■�q/ MIS cm6aaw..ho0. wNy and oMar rb rr mdm d ef: Mh. po axaept by ,• - W. rc4m.We faf a1 ► h� and rNh .oflm to tlw �m •�9 PR CiT1 aD D o,� D � ah,•n.bn. me canatlmr m Nddbes... oon6mror b or a"nm 'dh�wubnr and b M 0 M � � �. t ho tN O � � W o ,,,.�b �,. HOUSTON TEXAS 77067 O and aMbr fa omrhuatbr m.m., m•thab. tWm � 0 0 0 p C� la [� �1 f(,i!^Ct)t11 0 muaE h. trotM.d of m SDT �.! Y mdaalrNelhqdhmnNom at...loti. Nte.:.:: AMltaot rN not hs n. c . ::....CHECKEDi wdatbn hom. thr. dYmn- %.. raga m he om.wadan m.mti m.ura.. C�T1a 789. ?SaO dmr andamditfm. ..:,.^ , wow prumtjm , wtstr. ma REYIBED� C 100 h Mre hamroatkn Wfh thb :.: .... Y d'orh0i' -.:. popvnr vpl�� F X` 7 FAXs (1S) 789 ?647 4WERMG ,. WING No.: 505-D-1019 SZa'�^ GENERAL CONSTRUCTION NOTES " WATER CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL VERIFY HORIZONTAL AND `CONTROL 1. WATERLINE CONSTRUCTION AND TESTING SHALL BE IN CONFORMANCE FLIICAL CTS TO ENGINEER PRIOR TO CONSTRUCTION AND REPORT ANY CONFLICTS WITH CITY OF LA PORTE SPECIFICATIONS FOR WATER MAIN IMMEDIATELY. CONSTRUCTION, MATERIALS AND SPECIFICATIONS. 2. THE LOCATION AND ELEVATIONS EXISTING UTILITIES ARE SHOWN IN 2 WATER TAP AND METER VAULT, PIPING, APPURTENANCES SHALL BE IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE IN HE . ACCORDANCE WITH CITY OF LA PORTE. THE FIELD THE EXACT LOCATION OF ALL EXISTING UTILITIES, NATURAL GROUND ELEVATIONS, AND VERIFY TOPOGRAPHIC INFORMATION 3. WATER ONES SHALL HAVE A MINIMUM 12" CLEARANCE WITH OTHER BEFORE COMMENCING ANY WORK. THE CONTRACTOR SHALL.' BE EXISTING OR PROPOSED UTILITIES. FOR USED HIS FAILURE 32' MIN. - 4. CONTRACTOR SHALL REFER TO THE PLUMBING PLANS FOR WATER LINE UTILITIS. MAINTAIN THESE UNDER ROUNDGES ANDRESPONSIBLE THE CONTRACTORS SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONFLICTS FOUND. MIN. 6" 30"x34=Q EXPANSION JOINT AND CATALOG No. POLYURETHANE JOINT SEALER CONNECTIONS TO THE PROPOSED BUILDING. 3. MATERIAL AND CONSTRUCTION OF ALL SEWERS AND WATER MAINS SHALL 6• 20" NEENAH R-4880-C W/FRAME OR 32" MIN. 5. CONFORM TO CITY OF LA PORE BEDDING AND BACKFlLL REQUIREMENTS. CONFORM TO THE LATEST CITY OF LA PORTE REQUIREMENTS. APPROVED EQUAL) CONCRETE PAVEMENT OR NATURAL GROUND 6. WATERLINE PIPE MATERIAL AS FOLLOWS: 4. CONTRACTOR SHALL CALL THE CITY OF LA PORTS AND THE UTILITY 2d MIN. 2-INCH POTABLE WATERLINE - ASTM D1785 SCHEDULE 40 PVC. COORDINATING COMMITTEE AT 223-4567, AT LEAST 48 HOURS PRIOR TO COMMENCING ANY EXCAVATION. 7. REFER TO LANDSCAPE PLANS FOR IRRIGATION SPRINKLER LINES, METER, AND TAP. 5. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS REQUIRED FROM GOVERNING • + J" 4 ` 8. CONTRACTOR SHALL CONTACT CITY OF LA PORE 48 HOURS PRIOR TO AGENCIES. p �� NT STABILIZED CONSTRUCTION OF PROPOSED WATER LINE. ND STATE OF TEXAS i 1 _ a I 0 LL )vi a w � z _ � o _ z (� o Z a c a o Q 2 0 0 U (c U I( o x z a i U G LL # U 3 w z U U pF o� Hz Q Q� O 0 � � G 0 U O ww L o0�0 1 o) W ON I s s s : L L IM PLAN GROUNT BETWEEN PIPES TO ACT AS PLUG PROP. OUTFALL PIPE PLUG AROU� 6" P.V.C. PROP. 6" P.V.C. CEME BACKFlLL. �_#4 BARS 12" O.C.E.A. WAY 18' SECTION A" -A" 18° SECTION A -A SQUARE GRATE INLET FOR PIPE LESS THAN 247 DIA. (NOT TO SCALE) rvcuvr.n .n,r.wv EXPANSION JOINT AND -4880-C W/ FRAME OR APPROVED EQUAL) POLYURETHANE JOINT SEALER 20'_ MI • 6" CONCRETE PAVEMENT 6" MI . OR NATURAL GROUND Q i•j.':: CEMENT STABILIZED p BACKFlLL z c aM d W a N w a W ^ a 6" 1 PIPE O D I-6' ^. I #4 BARS 12" O.C. UCH WAY SECTION A -A SQUARE GRATE INLET FOR 24" DIA. & LARGER PIPE (NOT TO SCALE) CEMENT STABILIZED BACKFlLL 1' MIN STORM SEWER CONSTRUCTION NOTES 1. RCP STORM SEWERS SHALL CONFORM TO ASTM C-76, CLASS III UNLESS OTHER WISE NOTED. PVC STORM SEWERS SHALL CONFORM TO SDR 35. STORM SEWERS SHALL BE INSTALLED, BEDDED, AND 13ACKFILLED PER CITY OF LA PORTE. SPECIAL BACKFlLL FOR STORM TRENCHES UNDER PROPOSED OR FUTURE PAVEMENT SHALL BE 1.5 SACK CEMENT STABILIZED SAND TO WITHIN 1 FOOT BELOW SUBGRADE. 2. CONSTRUCT STORM SEWERS TO GRADES SHOWN ON THE PLANS. 3. STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF LA PORE REQUIREMENTS. 4. CONTRACTOR SHALL REFER TO PLUMBING PLANS FOR STORM SEWER CONNECTION TO THE PROPOSED BUILDING. SANITARY SEWER CONSTRUCTION NOTES 1. SANITARY GRAVITY SEWERS SHALL BE SDR 26 PVC PIPE. 2. CONTRACTOR SHALL REFER TO THE PLUMBING PLANS FOR SANITARY SEWER CONNECTIONS TO THE PROPOSED BUILDING. 3. CONSTRUCT SANITARY SEWERS TO GRADES SHOWN ON PLANS. 4. CONFORM TO CITY OF LA PORTE BEDDING AND BACKFlLL REQUIREMENTS. 5. SANITARY SEWER CONSTRUCTION AND TESTING SHALL BE IN ACCORDANCE WITH CITY OF LA PORTE REQUIREMENTS. t 6" CONC. CURB- , 1' 1 2' \- PAVEMENT 2' CURB OPENING (NOT TO SCALE) j 2' MIN. 2' 24 2' -�- MIN� MIN. RESTRICTOR (SECURE PLUG AND 6" P.V.C. RESTRICTOR PIPE TO PREVENT SLIPPAGE) I—. ""'- I Ip Ktt5fAm ® 24" C-C,E.W. RESTRICTOR PIPE DETAIL 4$1 CONC. SLOPE PROTECTION (NOT TO SCALE) (NOT TO SCALE) FIRST UNITED METHOD/ST CHURCH OFLA PORTS 9601 W, FAIRMONT PARKWA Y LEGAL DESCRIPTION: 14.6311 ACRES OUT OF LOT 717 AND THE WEST 1/2 OF LOT 718 OF LAPORTE OUTLOTS (VOL.83 PG.344 H.C.D.R.) BEING IN THE WILLIAM M. JONES SURVEY, ABSTRACT - 4823 HARRIS COUNTY, TEXAS GAS ROUTED ALONG WEST SIDE OF BUILDING... ELECTRICAL IS UNDERGROUND FROM THE TERMINAL UTILITY POLE TO THE REAR OF THE BUILDING. 8071E pdQW� 6" Cantroatar shed verify and be re =* far d aenaneIons and w &W. an :tlro fob and this ofttae ba notMed of my vartattoo from the dhMn- etnne and cooftwe ehosn by thew can OL 1' 6" CONC. CURB ENTEX NOTES 1. CAUTION: UNDERGROUND GAS FACILITIES LOCATION OF ENTEX MAIN LINES (TO INCLUDE UNIT GAS TRANSMISSION, AND/OR INDUSTRIAL GAS SUPPLY CORPORATION WHERE APPLICABLE) ARE SHOWN IN AN APPROXIMATE LOCATION ONLY. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES. 2. CONTRACTOR SHALL MAINTAIN A MINIMUM OF ONE (1) FOOT CLEARANCE WITH ALL ENTEX GAS FACILITIES. HL&P NOTES TEXAS LAW ARTICLE 1436c, PROHIBITS ALL ACTIVITIES IN WHICH PERSONS OR EQUIPMENT MAY COME WITHIN SIX FEET OF ENERGIZED OVERHEAD POWER LINES, AND FEDERAL REGULATIONS, TITLE 29 PAR 1910.180(1) AND PAR 1926.550(o) (15) REQUIRE A MINIMUM CLEARANCE OF TEN FEET FROM ESE FACILITIES. THE ABOVE LAWS CARRY BOTH CRIMINAL AND CIVIL LIABILITIES, WITH CONTRACTORS AND OWNERS BEING LEGALLY RESPONSIBLE FOR THE SAFETY OF WORKERS UNDER THESE LAWS. IF YOU OR YOUR COMPANY MUST WORK NEAR DE-ENOVERHEAD GPOWER LINES. CALL IZED AND/OR MOVED AT YOURB-7400 EXPENSEOR THE ONES TO BE SOUTHWESTERN BELL TELEPHONE NOTES THE LOCATIONS OF SOUTHWESTERN BELL TELEPHONE CO. UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES. Cop t ® 1993 Soy Arch9aote. he Washpe and dRamUm ne IneWmeah of aentoe are and shag rwmh tFi gnpwt aof the Arehltw! TAey " not to M used on other pro a< oxteneiws a MM pro exaePt °y SDT Arch ognwnanl h wMV ana vM opp'%= dar ArthttwL Conbmtor is rwpw Ue for canflrvnh9 An to wa a =anep* f r oonetruef on menu, methods: t ffl mui mrNA ametane at job site. AraNteot mt� be n ,,Me for consWattan mews, methoae, tedln*fs, sequences or proosdurw, w for safety praawtbna and proRvne h w .Won rM this prokcL 6. CONTRACTOR SHALL COMPLY WITH LATEST OSHA A REQUIREMENTS FOR EXCAVATION, TRENCHING AND SHORING. 7. REFER TO TOPOGRAPHIC SURVEY BY OTHERS. 8. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL REVIEW AND UNDERSTAND THESE PLANS, AND COORDINATE WITH PROPOSED PLUMBING, STRUCTURAL, AND ARCHITECTURAL PLANS TO PREVENT ANY POSSIBLE CONFLICTS IN GRADE AND ELEVATIONS. 9. REFER TO AND COORDINATE WITH STRUCTURAL PLANS. _ 10. AREAS TO BE STRIPPED OF TOP SOIL SHACE-BE TO A DEPTH AS INDICATED BY SOILS ENGINEER (APPROXIMATELY 4-6 INCHES). TOP SOIL RUBBISH, DEBRIS, AND OTHER OBJECTIONABLE MATERIAL TO BE DISPOSED OF OFF THE PROJECT SITE BY CONTRACTOR OR AS APPROVED BY THE OWNER. 11 PAVEMENT RSPECIFICATIONSTLA REMOVAL AND REPLACEMENT SHALL ACCORDANCE BE IN POE SPECIFICATIONS WITH AAMENDMENTS CITYOTHERETO. 12. EXISTING PAVEMENT. CURBS, SIDEWALKS AND DRIVEWAYS DAMAGED OR REMOVED EXPENSE DURING APPLICABL.EC¶A AGENCY STANDARDSCEAND/OR BETTCR'S. R CONDITION. 13. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH PART VI OF THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES' (TEXAS M.U.T.C.D. MOST RECENT EDITION AS REVISED) DURING CONSTRUCTION. 14. OFF DUTY UNIFORMED POLICE OFFICER(S) RE REQUIRED TO DIRECT TRAFFIC WHERE TRAFFIC LANES RE BLOCKED. 15. PORTERKSHALL tNE SHALL BEMED IN BLOCKED C BOETWEENEWITH THE THE HOURSCITY OF LA OF 7:00 A.M. TO 8:30 A.M. AND 4:00 P.M. TO 6:00 P.M. (MONDAY THRU FRIDAY). 16. CONTRACTOR SHALL MAINTAIN AT LEAST ONE LANE OF TRAFFIC IN EACH DIRECTION DURING WORKING HOURS. 17. CONTRACTOR SHALL COVER OPEN EXCAVATIONS WITH ANCHORED STEEL PLATES DURING NON -WORKING HOURS. 18. EXPOSE 15' OF REINFORCING STEEL AT PROPOSED SAWED JOINTS. IF NO REINFORCED STEEL EXIST, USE HORIZONTAL DOWELS. HORIZONTAL DOWELS SHALL BE #6 BARS. 24" LONG, 24 C-C, DRILLED AND EMBEDDED 8" INTO THE CENTER OF THE EXISTING CONCRETE SLAB AND COATED WITH "PO ROC' OR EQUAL 19. CONTRACTOR SHALL GRADE ALL AREAS WITHIN THE PROJECT LIMITS TO INSURE POSITIVE DRAINAGE. ALL DISTURBED GRASS AREAS SHALL BE EITHER SEEDED OR SODDED TO MATCH EXISTING CONDITIONS IN ACCORDANCE WITH CITY OF LA PORE SPECIFICATIONS. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. 20. CONTRACTOR TO TAKE NECESSARY PRECAUTIONS TO PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS AND TREES ALONG THE AREA OF EXCAVATION WHICH HAVE BEEN DESIGNATED TO REMAIN. 21SOILS REPORT, PROJECT SPVING MATERIALS AND EC FICATIONS URES TO BE IN CONFORMANCE WITH THE AND DETAILS IN PLANS, 22. CONTRACTOR SHALL CUT AND FILL SITE AS REQUIRED TO OBTAIN FINISHED ELEVATIONS SHOWN ON PLANS. COMPACT SELECT BACKFlLL MATERIAL TO 95% STANDARD PROCTOR DENSITY AS PER ASTM D-698 AND IN CONFORMANCE WITH SOILS REPORT REQUIREMENTS. MAXIMUM SIDE SLOPES TO BE 3:1. ALL REQUIREMENTS OF PROJECT SPECIFICATIONS FOR EARTHWORK SHALL BE MET. 23 WATER RUN-OFFCTOR TO ROVIDE CEMPOARY MEASURES TO ONSTRUCTION AS REQUIRED O TOR STORMOL MINIMIZE ZE EROSION. 24. SEE SITE ELECTRICAL AND PLUMBING FOR POWER, GAS, AND TELEPHONE CONDUIT DETAILS AND ALIGNMENT. 25. CONTRACTOR SHALL GIVE NOTICE TO ALL AUTHORIZED INSPECTORS, AND UTILITIES AFFFECTED BYDHIS OPERATIONS PRIOR TOPERSONS IN CHARGE OFPUBLIC STARTING WORK.A TE 26, KEEP TRENCHES DRY AT ALL TIMES, AND KEEP TRENCHES, PIPE BEDDING, AND BACKFlLL FREE OF DEBRIS. 27. MAINTAIN 6-INCH MINIMUM VERTICAL CLEARANCE AT PIPE CROSSINGS. 28. INSTALL SEWERS FROM LOW END IN AN UPSTREAM DIRECTION. CONTRACTOR TO VERIFY CLEARANCES WITH ALL UNDERGROUND OBSTRUCTIONS BEFORE LAYING ANY PIPE. 29. ALL UTILITY CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH LATEST EDITION OF ACI-318. 30. ALL CONCRETE USED FOR 28 DAY MINIMUM PAVING NSTRUCTION SHALL TRENGTH OF 3000 PS 31. ALL CONCRETE REINFORCEMENT USED FOR PAVING AND UTILITY CONSTRUCTION SHALL BE GRADE 60 IN ACCORDANCE WITH ASTM A-615. 32. CEMENT STABILIZED SAND SHALL MEET OR EXCEED CURRENT CITY OF LA PORTE PERFORMANCE SPECIFICATION (MINIMUM 100 PSI COMPRESSION TEST). 33. MEANSBPLE METAL ROVIDED FOIREDETECTION PURPOSES ONCONCURRENTLY PVC INSTALLED I ED OR OTHER LANDTECH CONSUL TANTS, INC. h�;� 'f A, Civil Engineering * Land Surveying • •' GOLDBERG 2627 North Loop West .::.Ym.Q:.. D. . 63531 : �4 Suite 224 °� ��fs/s1¢ Houston, Texas 77008 Tel. (713) 861-7068 Fax (713) 861-4131 LFAXv 3 WOODWAY DRIVE DATL DRAW& SHEEP R0s E 504 MIL PROJECTi 1 t e c t S' Inc. ) 9; TEXAS 77067 CHECKED! C 181 ) 789.7530 REyIgEp, (713) 789-71547 ING No.: 505-D-1Q� .8Zd7 Page is too large to OCR. e m z Y o - O CD Z O t Z a o _ o 0 0 O ❑ o z 5 a (, ,.. i �+ z o U �3 U Z F �d s of CD [� n W � U o is W w OM a � W � ao�cr I I- i _.. i i i +4 ?SR? � ?s,9 T.B.M. SAN. SWR. RIM=23.63 110 I LIJ z J W O 0 -- z I V) X w CONTRACTOR SHALL FIELD VERIFY LOCATION & DEPTH OF EXIST. 12" WATER LINE PRIOR TO ANY CONSTRUCTION 1X. PROP. 12" x 8" TS & V W/BOX new 45 8 �65 J S 59 rAS 90 290 PROJECT LOCATION - --- --- --- "'> 10 6 DeftyrooD 225 610 0 O ?S9? 59 45 rAl 146 'Z%9 ?S9S JJ I X ?I I I I Lr?� X PROPOSED 8" WATER LINE - E- ?S PROPOSED 10' WATER LINE w to EASEMENT GRATE INLET I SOUTHWESTERN BELL TELEPHONE NOTES EXISTI G, 12" W TER I W Z = d ?3 X iO n C7 i17 N X w FND. 1/2" IR EX IS . 15' PVC STM. SWR. 1' MIN. 0 HL&P NOTES -WARNING- SITE PLAN W, T 3+ GROUND iLEVEL :D METHi IST CHOCH OF LA PORTE ' 9� ENTEX NOTES (TEND WATER LINE ONE JOINT PAST FLUSHING VALVE �8" PLUG & CLAMP X?A X1A .pS 'O�, PROP. 8" x 6" TEE A.B. PROP. I G.V. & BOX PROP. F.V. X ?g X x y .0S OS O O N DETERMINE THE EXACT LOCATION BEFORE UUMMENUINU WUMIN r,lvU HIISEFAILUUREBTOFEXACTLY LOCATELANDFPRESERVETHESE CAUSED BY UNDERGROUND FACILITIES. A Y OF 4BEI .6311 CRES AY2 OUTLOT 17 ANC 7VOL.83 TH WILLIAM TY TEXA Me DONE SURVEYCOI :n Al nNM WEST SIDE OF BUILDING ... E ECTRICAI ;EARI OF THE KILDING. 3+00 Written dimensions an these droeings sholl haw preoe- Copyright © 1993 SOT Architects. Inc. Drawings and specifications as instruments of swMce are and shdl remain, dare ow scale d1noens1I Contractor shad verify and the property of the ArOhftwct. They are not to be used an other project$ or axtansime Of this project except by be responsible fa all dimensions and conditions on agreement in writing and with appropriate compensation to the Architect. contractor 13responsible for confirming dimensions and is Ns job anal thin office must be notified of any raeponai$is for cansWctlan means. methods, techniques, and crortdatln9 dYnendaoa at job efts. Architect vgi not be „miation from the dryer- responsible for construction means, mathotls, techniques, sequences a procedures, or fa safety precautions and done and conditions shown by Ness drawings. _ programs In connection with this propel. 5 9 VICINITY MAP KEY MAP NO. 579A 7'-0" l'-0" HYDRO - LOCK JATURAL GROUND O O .I PARKING LOT a. - FIRE HYDRANT - MUELLER A-24015 OR APPROVED EQUAL o FLANGED INLET i 6" GATE VALVE - MUELLER A-2380-26 a FLG END, FLUID-TITE END W/ VALVE BOX H-10364-562 A OR APPROVED EQUAL THRUST BLOCK W/ 1/2 " DIA. ANCHOR ROD - CONCRETE 4 SK/CY SEE NOTES: 6' MOA 1'-0" LONG NOTE 1 BELL END WYE AS REQ'D 1. MECHANICAL JOINT FITTINGS. 2. ALL VALVES SHALL BE RIGHT HAND CLOSE. FIRE HYDRANT DETAIL (NOT TO SCALE) BENCHMARK: (TOPOGRAPHIC SURVEY & TBM BY OTHERS) La PORTE CITY SURVEY MARKER NO. D9-01 LPSM NO. 43 ELEV.=23.65 (1978 ADJ.) TBM: SANITARY SEWER MANHOLE LOCATED AT SOUTHEAST CORNER OF PROPERTY. TOP OF RIM ELEV.=23.63. WATER NOTES: 1. Fill shall be placed in non -compacted layers not to exceed 8" in depth and each loyer shall be compacted to not less than 959 of Stondard Proctor Density as per Standard A.A.S.H.T.O. methods. (Prior to installing water Imes) 2. All cement stabilized sand shall contain 1-1/2 sack/c.y. of sand. CONSTRUCTION NOTES: 3. Proposed water mains shall be constructed in accordance with applicable City of Lo Port Specifications for Water Main Construction as currently amended. 4. Water Main shall be DR-18 P.V.C. as per A.W.W.A. C-900. 1. The location and elevations of existing utilities are shown S. All water mains shall have minimum 6" of sand bedding and 6" in an approximate way only. The contractor shall determine in the field verify shall be backfilled to a minimum compacted depth of over the top of the to provide a compacted encasement. field the exact location of all existing utilities and pipe topographic information before commencing work. The contractor damages by his 6. Al fire hydrants or flush valves shop meet City of La Porte shall be fully responsible for any and all caused failure to exactly locate and maintain these underground Standard Specifications. utilities. 7. All water main and sanitary sewer crossings, pipe materials, sholi be covered by Rules and Regulations for Public Water 2. Contractor shall contact the Utility Coordinating Committee Systems of Texas Department of Health, Water Hygiene Division Sec. (C) Locations of Mains, adopted 1978, revised Feb. 1980. at 223-4567, at least 48 hours prior to commencing any excavation. .005 3. Prior to construction, the Contractor shall obtain all necessary 8. Water lines under or within one foot of pavement shall be backfilled with bank sand to one foot below pavement. permits required from governmental agencies. 9. Where water lines cross other utilities, a minimum of 6-inches 4. Contractor shall comply with latest OSHA and State of Texas of clearance shall be maintained. requirements for excavation, trenching and shoring. 10. All ductile iron pipe shall be a minimum pressure class of 150 5. Contractor shall give notice to all authorized inspectors,super- and a minimum thickness class of 50. intendents and persons in charge of public and private utilities affected 11. Contractor shall provide proper thrust block in accordance with by his operations prior to starting work. City of Lo Porte. 6. Keep trenches dry at all times, and keep trenches, pipe bedding, 12. All ductile iron fittings shall be mechanical joints. and backfill free of debris. 13. Pipe bedding shall be 6" full wrap bank sand. 7. Contractor shall" provide and install traffic control devices in conformance Devices (Texas with Part A of the Texas Manual on Uniform Traffic Control M.U.T.C.D. most recent edition as revised) during construction. FIRST UNITED METHODIST 8. Off -duty uniformed police officer(s) are required to direct traffic CHURCH 0 F La PORTE where traffic lanes are blocked. 9. Contractor shall cover open excavations with properly anchored steel 8to WATER LINE EXTENSION plates during non -working hours. SCALE: HORIZ.: 1' =20' DESIGNED BY: L.D.G. 10. Removal of all spoil material shall be the responsibility of the Contractor unless otherwise directed by the Owner. VERT.: 1"=2' DRAWN BY: F.H.S. 11. All concrete construction shall be in accordance with latest edition of SUBMITTED: ACI-381. DATE: JUNE 4, 1996 SHEET NO. OF SHEETS 12. All concrete used for paving and utility construction shall have a 28 day SURVEY BY: minimum strenth of 3000 psi. 13. All concrete reinforcement used for paying and utility construction shall FIELD BOOK N0. t6 DF rF be Grade 60 in accordance with ASTM-A-615. ••• •••••%' LANDTECH CONSULTANTS, INC. 14. A durable metal wire shall be concurrently installed or other means Civil Engineering ' Land Surveying :� provided for detection of P.V.C. pipe. ' LAWRE CE 0. GOLDBERG• 2627 North Loop West uw....................... D wPO�•.9f6S5E0.� : Suite 224 Houston, Texas 77008 es =- 0 Tel. (713) 861-7068 Fax (713) 861-4131 6363 WOODWAY DRIVE DATE, 71DRAWN SHEET HOB SUITE 504 PROJEiI T H , TEXAS 77057 CRHEVECISKEDDr C j.3 S Architects' Inca (713) 789-7530 FAXB (713) 789-7547 PROJECT NO:950374 4WWiWG. 8Z07 r HmAC TYPED' (� HARRM CO. A�(D63lC:f! HY FACE T K REQUIRED FACET O � OSTREET .. 0 0.6° 0.51 ° 5. j ♦ CEMevra4w@ i•12&ACKIM s- GATE VALVE 1.0° 1.0' 1.0°6�111+9 '9° 0 • ( .° Pr�WATERMAN COMPACTED Toesac j I GRAM OR SROKEN amCONCRour UST • . G ... - ° - •' • • r CLAW 1W CONCRETE AS REQUIRED BY j �0.66' VALVE USED e'Aak' B'MNL 0 1 • . •• °_ » : ° • • —= ae. Iffi ° 4 KEBABS AT 96" O.C.E N #4REBARSAT16O.C.EV •. a ° SECTOV v=—"" SECTON oU — a WATER A ° (USE MECHANICAL JOINT FITTINGS) o (SE MECHANICAL JOINT FITTINGS) ° ° L 1i h� DGi UV. E °. QSPH o lLOo C G § lNc� FOR GATE VALVES u, W WA TER MA§N C�9Oo o coNcTHRuar cavcR'EreP�D ELEVATIOnNI 96AND LAI�C�EI� a cuss •s, aoAICRET>: FIRST UNITED METHODIST CHURCH OF LA PORTE z m S�AP4DARD WSTQLLLLA=HOON OOF F��� /��DG�QIL�I� 9601 W, FA/RMONT PARKWA Y a o �z o ° (SE MECHANICAL JOINT FITTINGS) � � LEGAL DESCRIPTION: 14.6311 ACRES OUT OF LOT 717 AND 0 o THE WEST % OF LOT 718 OF LAPORTE OUTLOTS (VOL.83, PG.344 H.C.D.R.) BEING IN THE WILLIAM M. JONES SURVEY, ABSTRACT - 482, HARRIS COUNTY, TEXAS �! = SW MINIMUMao A Va COVER zaM2�6 covERArwrOH NATURAL eACATw. zaM2a sETVALVEavcErroRoul 4VALVE-1WATER MAW COMPACTEDRACI(FEL . . • . " WATERMA2J � •D :. Y .D .D D .. '' tr CONCRETE AD j — , • • D D r THHRU r VALPVE3 7.25 SQ. ]( — 0 • D d• ® 8'THRU 74-VALVEa i.6'SQ. B•FEU WRAP •D I'.. ; BANKaANOBEDDW TAPPED PLUG I t T oLO�O�� DL�QL 0��C�a G DD�NCO �CaOS SCT§ONLNooz VQ� V QO� 14" AND SMALLER o -PIECE ST�O(9�ECIAIJEI�IJ��) a a m i (USE MECHANICAL JOINT IF?T77NGS) O � 0 o z [` � 0 0 ` W 0 O� _ F W o PLAN w a ( ((SSE MECHANICAL JOINT FITTINGS) N VE] ti oo�or a k+ a, n { D. D (( I D i D' • e D D 1 M D • TEE WYE go°(i10 (MBE MECHANICAL D®I�T FI�7I���) -�°(�d3� ����o Do AD �� WO�D�o o ��D CROSS (9�E MECHANICAL JOINT FITTINGS) (USE MECHANICAL JOINT FITTINGS) (USE MECHANICAL JOINT FITlIJtS) (USE MECHANICAL JOINT FITTINGS) (USE MECHANICAL JOINT FITTINOS) q � C§� OF La U-"0RTE STANDARD WATER MAIN DETAILS LANDTECH CONSULTANTS, INC. 8363 WOODWAY DRIVE DATES DRAWN BRYAN SHEET Noi FIRST UNITED METHODIST CHURCH Civil Engineering * Land Surveying SUITE 504 DlYOMDAM PROJECTS F.U.M.C. Inc.2627 North Loop West HOUSTON, TEXAS 77057 CHECKED ClA mAwNeY: BRYAN � aPFaovED FRED FILENo.: a SDT Architfacts, Suite 224 (713) 789-7530 REVISEDe Houston, Texas 77008 FAXa (713) 789-7547 scALE. N.T.S. DATE 6 / 95 TOPo srvEr I i Tel. 713 861-7088 Fax 713 861-4131 PROJECT NO: 950374 G `w� 1�� Page is too large to OCR. Page is too large to OCR.