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HomeMy WebLinkAbout12" WATERLINE EXT. ALONG SH 225 TO SERVE UNITED RENTALS�1 1 i a 0 J a w z o Ec n = a a � Z az0 } 2 O w a o - 0 o r 9 0 x 6 z 5 iS a n s ci N G z ❑ Wx O < - tn N ❑ w N � z N � m - z 0 ❑ oW� I v , I )i I UNITED RENTALS &, 8221D STATE HWY, 225 0 LAP❑RTE, TEXAS W N W .Zi U ¢ O O I ( W,o ay _ Z m� ya.K=Z %1 N woo w �i o I w ~ cu �" a7 ��_ �NN,.�N Z I u x Lj w w to w (L• Y 1,0 I I 1 t 0 W F w > z J q ¢ w LO °w (L N w a w z EXISTING R.U.W. a 3 OI C3 N x L7 7' CHAIN LINK TOPW/BARBED WIRE a } L3 Lr) — ^ UVERHEA ELECT_ INES —ry. �_ — — — — a' W ♦- W E Ld W N Z u) C3� La U ¢ U q W Z J C3 Do O d L7 O, 1 W W 1 z o nn Z) (L S.W.B.T. BURIED CABLE 1\1 ti EiF _�- 2-ENRUN PL h' �— cv I ENTEX CONCRETE HEADWALL & WINGW�LL PROPOSED 12' PVC AWWA C-900 CL, 15�; WATER LINE t" TOP OF BANK m x h zl cb 0 of Ico F co x x Ap. §A D FENCE DOUBLE 18' 7DR.71' — —31' ASPHALT w J C3 O_ t- F- w w w r- ti ¢ I F- W q W CL O m ILr) + -EXISTING R.O.W° N OLD FENCE 0N ry — — Q _& S.W.B.T° BURIED CABLE �— _ � 2-ENRUN PL _ ENTEX —��OF DITCH v N V. ryp. m -oat--TOP OF BANK W z Mry NOTEI "p EDGE OF CONCRETE I J 4' S RE —GRADE AND RESHAPE R.O.W. TO ORIGINAL LINES u AND GRADES, HYDROMULCH SEED WORK AREA TO i— TEXAS STATE HIGHWAY DEPARTMENT SPECIFICATIONS, Q 0 'gyp • I BACK OF CURB a a"ice' p. 1. CONTRACTOR TO NOTIFY CITY OF LA PORTE DEPARTMENT OF PUBLIC WORKS AT 281-471-9650 AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCION.. 2. CONTRACTOR SHALL NOT OPEN OR CLOSE ANY WATER VALVES, THE CITY OF LA PORTE DEPARTMENT OF PUBLIC WORKS WILL LOCATE AND OPEN AND CLOSE ALL WATER VALVES, 3. CONTRACTOR SHALL NOTIFY THE UTILITY COORDINATING COMMITTEE AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION AND SHALL COMPLY IN ALL RESPECTS WITH O,S.H.A. , SECTION 1926.651 GENERAL EXCAVATION REQUIREMENTS. - 4. CONTRACTOR SHALL OBTAIN PERMIT FROM TEXAS DEPARTMENT OF TRNSPORTATION PRIOR TO STARTING ANY CONSTRUCTION IN THE RIGHT-OF-WAY OF STATE HWY. 225. 5, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF LA PORTE STANDARD SPECIFICATIONS AND DETAILS. , STATE HIGHWAY 225 U z _ -10 00 H In � N ELEVATION LEGEND: Q' o} EXISTING } L GUTTER ; _ B.M. - BENCH MARK V Z N C.B.B. - CENTER BOX BOTTOM A Z) tr) Q " C.E. - CENTER OF ESPLANADE V—`� VI NIX < C.L - CENTER LINE v11 1•- W E.P. - EDGE OF PAVEMENT J Z LL I.E. - INVERTED ELEVATION O I.S. - INVERTED SHELF Q X N 0 N N.G. - NORMAL GRADE 1U It) �i i.e. - TOP OF BANK Z X O aJ T.C. - TOP OF CURB U CO T.B. - TOP OF RIM Z Z O co W N vAB Efflimgpl H z + + t0 A ASPH LT DRIVEWPY NATURAL GR UND ¢ _ W NATURAL GR ]UND 00 Ti it r-a L` -30' C.P. I I I 11 I T=71 I I — MI NIMUM 4' BU Y 55 LF 12' 1 ORE & JACK No PROPOSED 4 0' 1' P C A WA C-90P CL 150 WATER LINE s N 01WLOs titl 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 $.,.... R LLJ F- 0 � X aF- J r3 W 00 LL_ 0 O C3 } a t - °" V —1 F— z W H _J U z V7 E3 (U Z W Ld r F-- = J 3 w o z W W L3 W ¢�� = H 3 w J J F- X Q Ld W Q u W 0 OL DATE: 7-19-00 JOB NO. 3349-00 SCALE: H❑RIZ: V = 20' VERT: 1' = 5' DRAWN: FLH CHECKED: CAD FILE: 3349-00 SHEET 2 OF 4 JAMES F. BECK, H. CARLOS SMITH ENGR. & SUR. INC.8/28/00 534 PM3349-O0P.dwg I 9 i N N W y' L ❑ LL F � w z `. g N H N o rn C/] _ - c'o00 0 z C7 N 0 cn ¢ 0 0 ¢o �—J 0 ❑ Hz >W W C4 g Q N m I 1 1 9A CA w S J LJ - N c:1 q W Q_ h W x PA0¢ W °� q 0x X LJ N` " II I OLD FENCE ._STING R.OA _ti _ _ ENTEX__--*�C, OF DITCH PROPOSED 12' Py-C �AWWA C-900 CL. 150 WATER LINE m® r...... ....... UNITED RENTALS 8221D STATE HWY. 225 LAP❑RTE, TEXAS N Z LD W J X W W J fWA U q Q U W N Z z J Q 0 1- w q GNPZN LZNK� RpP� S� RPNG sopA I- IGZNP W V J w GV� / °- • / Z / Y GE W / N+ W O / Q N 0 ? x _ D GPBLE S. BVRZ^ 1a — OltBtE- e4'-R-E 7 � — Ci � ry a 28' ASPHALT DR, ry x a rym' CL W / z �x _I / o o pq a G/ n U O_ — - — L J 0_ x O n i ELEVATION LEGEND: k— EXISTING G. — GUTTER e.N. — BENCH MARK c.e.e. — CENTER BOX BOTTOM C.E. — CENTER OF ESPLANADE c.L — CENTER LINE E.P. — EDGE OF PAVEMENT I.E. — INVERTED ELEVATION I.S. — INVERTED SHELF N.G. — NORMAL GRADE T.B. — TOP OF BANK T.C. — TOP OF CURB T.B. — TOP OF RIM NORTH R,O.W. HWY. 225 P9 �o EDGE OF CONCRETE ( m' ° o EDGE OF CONCRE h ° o NOTEI �• Q�a o ti 54 LF- 12' BORE c1 RE -GRADE AND RESHAPE R.O.W. TO ORIGINAL LINES J in `�? & JACK AND GRADES. HYDROMULCH SEED WORK AREA TO + TEXAS STATE HIGHWAY DEPARTMENT SPECIFICATIONS. m �o x ��x WEST BOUND FRONTAGE ROAD Q^X z V• V J 4 O' O H b U_ h ti co1. r Lo + W ' NOTES, CO ' IZ—i 1. CONTRACTOR TO NOTIFY CITY OF LA PORTE DEPARTMENT OF PUBLIC Zp W J WORKS AT 281-471-9650 AT LEAST 48 HOURS PRIOR TO STARTING H F- F- CONSTRUCION.. = A = 2. CONTRACTOR SHALL NOT OPEN OR CLOSE ANY WATER VALVES. THE CITY U OF LA PORTE DEPARTMENT OF PUBLIC WORKS WILL LOCATE AND OPEN AND N CLOSE ALL WATER VALVES. z O 3. CONTRACTOR SHALL' NOTIFY THE UTILITY COORDINATING COMMITTEE AT z F- V Z LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION AND SHALL COMPLY IN Q ALL RESPECTS WITH O.S.H.A. , SECTION 1926.651 GENERAL EXCAVATION W Of WI Q� ;� REQUIREMENTS. • • W A 4. CONTRACTOR SHALL OBTAIN PERMIT FROM TEXAS DEPARTMENT OF TRNSPORTATION LLJp w _ ( PRIOR TO STARTING ANY CONSTRUCTION IN THE RIGHT-OF-WAY OF STATE HWY. 225. p Of w 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF LA PORTE STANDARD 0- a Of �' STATE HIGHWAY 5 SPECIFICATIDNS AND DETAILS. Q g H IL� ASPH LT DRIVEWAY NATURAL GR UND II II -(i NATURAL GRIIUND 00 I I I {— I I I —I = � v 2- 2 V R.C. , In 4 LF - 12' BORE & JAC LPG F IPELI ES PROPOSED 120' 2' PVC PWWA C-9 0 Cl..15q WATER LINE 0- 1 ML 't 8+50 9+00 9+50 10+00 10+50 11+00 �1 ' f— Z W1 J U W � 0 in X J 0 W LL 0� O cj p � d � F- Q U J Z N �- 3 L7 _ O Z W w W tW/1 = W ¢off 3 J z GJ w W Q W X W H H Q ,. 3 U W Q' OIL DATE: 7-19-00 J❑B NO. 3349-00 SCALE: H❑RIZ: V = 20' VERT: 1' = 5' DRAWN: FLH CHECKED: 41 CAD FILE: 3349-00 SHEET 3 OF 4 JAMES F. BECK, H. CARLOS SMITH ENGR. & SUR. INC.8/28/00 5-34 PM3349-00P.dwg ZOD© -7601 s N ZI U o U E- Z C- a (HV c _ x z _ Cl) UN U L m Z oo s p rn o 0 Q, o N o Z �z a Q N W 3 I SHALL BE DOUBLE -WRAPPED IN PLASTIC PRIOR TO BACKFILL FIRE HYDRANT TO BE AMERICAN DARLING OR MUELLER CENTURION GRAVEL OR BROKEN STONE CONCRETE THRUST BRACING CLASS "B" CONCRETE. 18" X 18" X 4" CONC. PAD HYDROLOCK REQUIRED FACE TO STREET 000 O 6" GATE VALVE CONCRETE THRUST BRACING CLASS "B" CONCRETE IH WATER MAIN i ALL THREAD TIES ELEVATION STANDARD INSTALLATION OF FIRE HYDRANT ( USE MECHANICAL JOINT FITTINGS) 2"HMAC TYPED' HARRIS CO. MIX DESIGN W 'o MIN,. 6."MIN. . µm PROP. WATER MAIN CEMENTSAND Q 1 1J2 SACK/TON ' � COMPACTED TO 95% ASPHALT DRIVEWAY CROSSING DETAIL AS REQ( BY VALV #4 REI EACH WAY 900 (114) BEND (USE MECHANICAL JOINT FITTINGS) 221120 (1116) OR 450 (118) HORIZONTAL BEND (USE MECHANICAL JOINT FITTINGS) 1 SECTION'A A" (USE MECHANICAL JOINT FITTINGS) CASING LENGTH CALLED FOR ON PLAN AND PROFILE SHEETS OMPACTED 4CKFILL TEE (USE MECHANICAL JOINT FITTINGS) CROSS (USE MECHANICAL JOINT FITTINGS) A SECTION "B-B" (USE MECHANICAL JOINT FITTINGS) %RS AT 18" O. C. EACH WAY WYE (USE MECHANICAL JOINT FITTINGS) NOTE: Fittings, valves and pipe joints shall be secured with mechanical joint restraints. These restraints shall be EBAA Iron 2000 PV for fittings and EBAA Iron Series 15001or pipe joints or approved equal. 450 (1 /8) VERTICAL BEND (USE MECHANICAL JOINT FITTINGS) ' CI TWO-PIECE SCREW TYPE NATURAL GROUND W CO O 0 NATURAL BACKFILL 2Z IV— 6"ILIIIV. W i6 N. `o z .. . WATER MAIN 6" FULL WRAP BANK SAND BEDDING BEDDING CROSS SECTION D I I DITCH MIN. SET VALVE IN CEMENT GROUT 3' VARIES (MIN.J STAKE PROPERTYLINE FINISHED GRADE ' WELDED STEEL PIPE CASING I.D. OF AS COMPACTED NOTE: A 2 STAKE CASING PIPE TO BE A MIN. OF 2"LARGER BENDS NOT TO EXCEED SHALL BE PLACED IN THE THAN O.D. OF BELLS ON SANITARY REQ`D. BACKFILL TAPPING COLLAR OR MANUFACTURERS SURFACE DIRECTLYABOVE PRECAST CONCRETE PAD SADDLE (STAINLESS STEEL) RECOMMENDATIONS WYE. STAKE SHALL BE 6* & P EXPOSED 6" 8 PAINTED BLUE. VC MAIN 3" THRU 6" VALVES 1 3" SQ. NIPPLE, REQ'D. LENGTH, WITHADAPTER, CURB O INSERT 8" THRU 14" VALVES 1 6" SQ. APTER (CUR SINGLE RVCE)EL 1"LD. FOR SINGLE SERVCE 1'X 1'X 1"X 712"SPREAD'Y"BRANCH WITH 1"LD. FOR DOUBLE STOCORP PIER, 8 STEEL INSERT STOP B INSERT SERVICE (POLYETHYLENE) (DODUBLE CASING SKIDS AT SELL AND SERVICE) SPIGOT ENDS OF CARRIER SERVICE CONNECTION MULLT°"La SLESS BORE PIT (IF BLOCKING FOR GATE VALVES OC.ORWHICHEVER SHOWN ON (MOLDED END SEAL OR STEEL CASING OR SLEEVE DETAIL PLANS) EQUAL) EACH 14" & SAIA i PR - USE MECHANICAL JOINTFITTINGS END (N.I..S.) JAMES F. BECK, H. CARLOS SMITH ENGR, g SUR. INC. 8/15/00 9,19 PM 3349-OOD.dwg WATER VALVE J N GALV. PIPE -TAPPED PLUG BLOW -OFF DETAIL (USE MECHANICAL JOINT FITTINGS) e z _o V) W L ►I w o L0 x a- J 0 LJ PLl � C3 C3 Ej n. a F J U z w_ J U z O (U N N z � W o >' i— a 3 w = z W W L7 W ¢H� _ Z _ `A 3 w _J J H w F- W X HF La N Q 3 U w DATE: 7-19-00 JOB NO. 3349-00 SCALE: NOT TO SCALE DRAWN: FLH CHECKED: CAD FILE: 3349-OOD SHEET 4 ❑F 4 2�d --76®/