The URL can be used to link to this page

Home My WebLink About12" SAN SWR EXT TO SERVE SHELL FCU0 0 J Sanitary Sewer of Manhole 1"2� Top of Rim 18.97 F36p. 4.91F Fire Hydrant'' PROP SAN MH W DROP STA 0+00 0+00 1+00 FI. v. 36" lcp) 5�9 OD N� . NC) _ Nye -Pow — Pole Sign Box N PROP 382 LF 12" -SAN ® 0.20% Oi _'20 6'Zi, --\4__ E XIST 16 WA >, — TE—R — — G � EN �� t 4' (TYP) 1 n FI.Ely. 10'x10' RCB Storm Sewer 11,80 �00 Manhole C� Top of Rim 2+00 FI.Ejiv. Guy N?�ower qireoj0 r —f rraaffic Zor 591i BOX EXIST RCB BOX 11 Centpr Line Pa\& 10 3+00 N SPENCER HIGHWAY (MAIN STREET) (100' ROW) 20 CONNECTION -RROP-M ff)12" SAN PRO AN MH Z STA 54W FI.EIv. Storm Sewer q0'x10' RCB Manhole 11,96 N\Top of Rim \C�. 18.71 Fl. Gutter O 30" Top Curb Ns P I S a M N 0 10 20 40 L=iMmi=_� 1 INCH = 20 FEET O 0 to h LU z J Q 20 20 SOUT ROW 18 ri 18 16 16 14 Do 14 "P BOX 12 12 10 — PROP 382 LF 12" SAN ® 0.20 -- PR . a 10 FL ELEV 10.50 8 PROPS N MH W/ ROP 8 PROP SAN MH W/ ROP RIM 9+ j 6 STA 0+ MATCH 0 XIST PVM 6" FL 1 .30 6 12" FL D�ROP� F 6" 4.92t 9+ 4 -... MANHO DROP TO CONNECTION BE INSTALLED AND BY 4 STA 0+ 0 TO STA 0+10 0+00 1+00 2+00 3+00 4+00 5+00 FLOODPLAIN INFORMATION THE SUBJECT PROJECT IS LOCATED WITHIN THE CLEAR CREEK WATERSHED. A REVIEW OF THE FEMA FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NUMBER 48201CO945J REVISED NOVEMBER 6, 1996 INDICATES THAT THE PROPERTY IS LOCATED ENTIRELY WITHIN UNSHADED ZONE X, WHICH HAS BEEN DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN (0.2% ANNUAL PROBABILITY). A REVIEW OF THE PRELIMINARY FEMA FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NUMBER 48201CO945L DATED SEPTEMBER 30, 2004 INDICATES THAT THE PROJECT IS LOCATED ENTIRELY WITHIN UNSHADED ZONE X. WHICH HAS BEEN DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN (0.2% ANNUAL PROBABILITY). BENCHMARK NOTES REFERENCE BENCH MARK IS TROPICAL STORM ALLISON RECOVERY PROJECT FLOODPLAIN REFERENCE MARK NO 010305, A BRASS DISK AT SENS ROAD AND DU PONT LA PORTE CREDIT UNION LOCATED ON CONCRETE WALK, ON THE CENTER OF THE MEDIAN IN THE CLEAR CREEK WATERSHED NEAR TRIBUTARY A104-07-00, ELEVATION, 23.12, NAVD 1988, 2001 ADJUSTED. TBM NO 1 IS A SET 60D NAIL IN POWER POLE LOCATED AT 27 FEET EAST AND 107 FEET NORTH OF THE NORTHWEST CORNER OF SUBJECT TRACT, ELEVATION 21.10. TSM NO 2 IS AN "MUE" ON A FIRE HYDRANT LOCATED 325 FEET WEST AND 6.3 FEET NORTH OF THE NORTHWEST CORNER OF SUBJECT TRACT, ELEVATION 21.53. 5 OF' rF��S 44 *: *4i ..........._....... ............. iF-n'gmeP_rmc %WLLIAM DAVIS WILKINSON 13426 Fountain Hills Ct 1 -P % Houston, Texas 77086 4440�*%��!CEN! 713.301.4922 cellular 6�beS5'/ONAI 281.397.6782 office/fax 4 \\e www. wd en g r.co rn 0 ki „ ARCHFIEC71M - FLANNNO -1frEFM DEEIM 10200 OLD KATY ROAD HOUSTON, TMr 77D43 713-405-4350 w Ah"Ugroupxom pal'' Joe] CITY OF LA PORTE DEPARTMENT OF PUBLIC WORKS 12-INCH SANITARY SEWER ALONG SPENCER HIGHWAY BETWEEN BAY AREA BLVD AND 600 FEET WEST OF BAY AREA BLVD PLAN AND PROFILE STA 0+00 TO 5+00 SHEET 3 OF 5 a• Ai N 0 10 20 40 1 INCH = 20 FEET I w �O o le n �1 �C�� Gam Ipeline I - er <'b PROP PLUG N 0) • STA 8+20 /- 0 Q Elv. + EXIST RCB BOX Top of Rim + > 30 Rcp. U) , LU 10'x10' RCB 1 .07 FI.E Z 12.36 Teppco/Petroleurn 10'x10' RCB Storm Sewer Storm Sewer = Pipeline Marker 12.02 Manhole Storm ewer �N �� Top of Rim �0�0 Manhole Q Oj M ole Oj �' _ �' 18.77 _ _ _ — _ Topo12 fdim op ofIm 18.67 +00 7+00 8+00 FI. Iv. FI.E u. Fl. FI. Iv,,," � �`• 30"R p. 30�"C �,c �'� 30" gyp. P I P P 0 0 ° I•#W81. 18.42 ENCER HIGHWAY (MAIN STREET) (100' ROW) 20 20 18 18 30" RCP 16 16 00 PROP 6" SAN 14 24 RC FL 12.6 14 FL 1 .07 (BY OTHERS) EXIST RCP BOX 12 CLR 12 10 2" SA 0 0.20% -TIT T 10 PROP 310 LF El F1 PV 11 1A FL ELEV 10.50 ` Ingop 8 STA 8 8+10 wr 12" 6" FIL FL 11.12 14.18 6 6 4 4 5+00 6+00 7+00 9+00 k1919ZX FLOODPLAIN INFORMATION THE SUBJECT PROJECT IS LOCATED WITHIN THE CLEAR CREEK WATERSHED. A REVIEW OF THE FEMA FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NUMBER 48201CO945J REVISED NOVEMBER 6, 1996 INDICATES THAT THE PROPERTY IS LOCATED ENTIRELY WITHIN UNSHADED ZONE X, WHICH HAS BEEN DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN (0.2% ANNUAL PROBABILITY). A REVIEW OF THE PRELIMINARY FEMA FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NUMBER 48201CO945L DATED SEPTEMBER 30, 2004 INDICATES THAT THE PROJECT IS LOCATED ENTIRELY WITHIN UNSHADED ZONE X, WHICH HAS BEEN DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN (0.2% ANNUAL PROBABILITY). BENCHMARK NOTES REFERENCE BENCH MARK IS TROPICAL STORM ALLISON RECOVERY PROJECT FLOODPLAIN REFERENCE MARK NO 010305, A BRASS DISK AT SENS ROAD AND DU PONT LA PORTE CREDIT UNION LOCATED ON CONCRETE WALK, ON THE CENTER OF THE MEDIAN IN THE CLEAR CREEK WATERSHED NEAR TRIBUTARY A104-07-00, ELEVATION 23.12, NAVD 1988, 2001 ADJUSTED, TBM NO 1 IS A SET 600 NAIL IN POWER POLE LOCATED AT 27 FEET EAST AND 107 FEET NORTH OF THE NORTHWEST CORNER OF SUBJECT TRACT, ELEVATION 21.10. TBM NO 2 IS AN "MUE" ON A FIRE HYDRANT LOCATED 325 FEET WEST AND 6.3 FEET NORTH OF THE NORTHWEST CORNER OF SUBJECT TRACT, ELEVATION 21.53. 0 E OF ri'h4 I=qglneprinc� �WLLIAM DAVIS WLKINSON 13426 Fountain Hills Ct e��+p•, Houston, Texas 77086 e T ••�! , 713.301.4922 cellular �QeeSSoEN•I 281.397.6782 oflce/fax www.wdengr.cc>; n C�/ •(p 0E> IRK NO. ARCHM01M - FLANNNO-NIERIOR DEEM 10200 OtD KATY ROAD HOUSTON, TEXAS 77043 713-405-4650 n .thesftroap.aom CITY OF LA PORTE DEPARTMENT OF PUBLIC WORKS 12-INCH SANITARY SEWER ALONG; SPENCER HIGHWAY BETWEEN BAY AREA BLVD AND 600 FEET WEST OF BAY AREA BLVD SHEET 4 OF 5 PROP. 42" SAN. SEWER _ _ _-Z-�..••.-- -172'09'15" CENTERLINE —_ 9+00 � -- WEST R.O.W. I PROP. MH "A-3" ___----- - - P.I. C.L. STA. 7+59 _.. -----—.—...--_—�_---_ _— — 0 10+94.71 O / ------ o N------.-----.� -4/— 11+00 12+00 ------T=--- -� ._.._.. - - - - - - - - - 11 — — — — — — — — — — — — — co — — — — — — — — — — — - ------------- -- \ FUTURE 30" RCP°// / (BY OTHERS) I I / / p+O/j / C.L. STX 8+73, 201 RT. 1 ,16" BELL/FLANGE ADAPTER _ C.L. STA. 8+28, 197 RT. I I , / J�;�� y 16"x45' BEND (ROTATED) 1 - 16" BELL/FLANGE ADAPTT R ,/ �;��+° , 1 - 16" WET CONNECT 1 - 16"x45' BEND (ROTATEII)I ,///� ,/ 1 - 16" PLUG I 1 - 16" WET CONNECT j, / ,/! ,/ CUT, PLUG & ABANDON EXIST. 1 - 16" PLUG / ,� , 16" LINE TO SOUTH CUT, PLUG & ABANDON EXIST. // / 10' U.E. TO LA PORTE AREA / WATER TO I 16" LINE TO NORTH I EXIST. 16( WATERLINE H.C.C.F. NO. M 387153 I ( SEPT. 6, 1989 I I(DUCTILE IIRON) EXIST. 16" WATERLINE L T — — — — — — — — — — I— — — I I(TO BE ASANDONEDZ — — — — — — — — — — (6UCTILE IRON) EXIST. 16" WATERLINE o (TO REMAIN) — (DUCTILE IRON) _ + 1 — (TO REMAIN) III r n o T n n w EXIST. 16" WATERLINE (TO REMAIN) 10' U.E. WEST R.O.W. TrafflcPftPItiMH c14" Traf fICC.0997A.P5�+'21 P T B. Vote#7 NORTH R.O.W. Conc, Drain, uct, Storm M.H. + Stor<m C kor) I Grate) C.L. STA. 51+05, 27• LT. 1 - 16" BELL/FLANGE ADAPTS 1 - 16"x45' BEND (ROTATED) 1 - 16" WET CONNECT 1 - 16" PLUG CUT, PLUG & ABANDON EXIST, 16" LINE TO EAST, 50' LT. C.L. STA. 50+83, 5 LT. 1 - 16"x45' BEND (ROTATED) PROP. 42" I I I I I 1 I I i 1 I I w ( I /- PROP. 36" SAN SEWER, � I I I I FUTURE 1 'x4' BOX CUL RT (BY OTHE S) I 1 o P LU C' �) U10 Z P Q H' P I a1 rn � s� 3 � w 0I CU C7 , OE i EAST R.O.W. Down Guy Traffic Control Box Traffic Control Box Traffic Signal Pole NORTH R.O.W. • l ' \ ■ a 10' 1 x 4' RC Storm KH, :NCHMARK: VATIONS BASED ON PROJECT BENCHMARK USC GS �NUMENT "AW1275". DISC IN CONCRETE STAMPED LA PORTE 1952, LOCATED OUT 1.15 MILES NORTHWEST ALONG STATE HIGHWAY 146 OM THE NEW ELEMENTARY AT LA PORTE, THENCE ABOUT IS MILES WEST ALONG SPENCER HIGHWAY, 112 FEET NORTH THE CENTERLINE OF HIGHWAY, 33 FEET EAST OF THE NTERLINE OF A SHELL ROAD LEADING TO THE AIRPORT, 01/2 FEET NORTH OF LA PORTE R.M. NO. 1, 28 FEET RTH OF THE NORTHEAST LEG OF A CONTROL TOWER, AND THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. COVERED IN GOOD CONDITION, ORIGINAL DESCRIPTION EQUATE EXCEPT CONTROL TOWER MENTIONED THEREIN NO NGER EXISTS AND SHELL ROAD HAS BEEN PAVED. ASUREMENT SHOULD READ 7.10 METERS (23.3 FEET) EAST ITS CENTERLINE. ADD 1.83 METERS (6.0 FEET) iRTH-NORTHWEST OF NORTHWEST CORNER OF CONCRETE UNDATION OF SMALL METAL BUILDING WHICH PROVIDES WER TO AIRPORT BEACON AND RUNWAY LIGHTS. -V. 21.87 (NAVD 88) /SQUARE CUT INTO TOP CURB INLET APPROX. 219.3' WES � OF INTERSECTION OF SPENCER HWY. AND SENS ROAD. STA. 52+07.86, 31.61' LT. V. 18.77 1988 �. op ate Inlet (AC) / PROP. MH " -1" Tra'flc Ignal Pole C.L. STA. 105 RT. EXIST. 16" WATERLINE (AC) (TO REMAIN) In pP• 15 SAN. SEWE77 i -t- 1 I ll I PROP. 16" WATERLINE I i I I I iQ I I 1124.51' R.O.W.I EAST R.O.W. SAN. SEWER WEST R.O.W. m 1 - 16" BELL/FLANGE ADAPTER 1 - 1611x45' BEND (ROTATED) 1 - 16" WET CONNECT 1 - 16" PLUG CUT, PLUG & ABANDON EXIST. C.L. STA. 50+83, 109' RT. 1 - 16"x45' BEND (ROTATED NOTE: 1. SEE SHEET 24B FOR WATERLINE CONSTRUCTION NOTES AND DETAILS; RECORD DRAWING This drawing reflects the record of the project as constructed based upon available information. Date: __Morch 22, 2005 By. -_-Bobby KnoPe_------ K11 /A AS -BUILT B.R.K. I B.R.K. 3/22/ Revision I By I Chk. I Appr. I Date 12 CITY OF LA PORTE LARGE DIAMETER SANITARY TRUNK SEWER - FAIRMONT PKWY-NORTH D STREET 10 PLAN & PROFILE LATERAL 'D" WATERLINE ADJUSTMENT