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HomeMy WebLinkAbout10" FORCE MAIN FROM LIFT STATION #40 TO EXIST 12" PVCZi A U D_ N a X Iz LU O F- 0w N O = � Z C6 Z� I o _ QW �w ow r W = a 0 U ( r n0LL v6 LL > LL c.b00 N < C) LOCATION MAP Not to Scale Am City of La Porte, Texas Planning Department 040 TO EXISTING 12 vi No. 005�7301 f L,4 OL �1NEE MAYOR Alton E. Porter COUNCIL Mike Mosteit o.o Louis Ribg TEXAS CITY MANAGER Debra Feazelle SHEET NO. 1 2 K, 4 5 6 7 8 9 SHEET INDEX COVER SHEET PROJECT LAYOUT & GENERAL NOTES PLAN & PROFILE STA. 0+00 TO STA. 8+50 PLAN & PROFILE STA. 8+50 TO STA. 17+50 PLAN & PROFILE STA. 17+50 TO STA. 26+50 PLAN & PROFILE STA. 26+50 TO STA. 35+50 PLAN & PROFILE STA. 35+50 TO STA. 43+50 PLAN & PROFILE STA. 43+50 TO LIFT STATION #40 SANITARY SEWER DETAILS -- TRENCH SAFETY SYSTEM DETAIL APPROVED BY: DATE: I- go Rodney L. Slaton, P.E. City Engineer y,�P'(E OF T f,�,gSIlQ�O RODNEY LEE SLATON 90298 p,�•;PFG�STERF'�•• °vac The seal ap earing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on 2005-7301 SHEET 1 OF 9 n s , U a CV W Lg �zO W'�� N �LU _� z OR CD 1Z A 06 � m �n R > I:L33o �Oo I > .a D W rn L00 '-0-C%J BEGIN DESIGN BASELINE "A" • STA.0+00 N=500819.33, E=3290133.91 o,ao wo z.m aeao +«m � am two e,ao aao fa,m nwo fzsao nwo u,a" N • - - I I a EXIST. EXIST. F.M. 5 S O CHAIN FENCCEE �� OF BEND (SEE NOTE PROP. 4487 LF 10" F.M. Q SG F.M. (SEE NOTE 1) v z_--------�- - -- - - - rn _ - ----- - -------------------------------------- - m r•-•z+�= f I 10 + 10• U.E PROP. 4487 LF 10" F.M. < T.B.M. # 1 I ELEV. = 8.58' OW. FPC I • Ut. °a"r"` CONTRACTOR TO RECONNECT WSG CNTRL PT. 1 R.R. SPIKE IN, WSG CNTRL PT. 2 roExISTINGI2"Pvcwm N 672,301.95 POWER POL VERIFY LOCATION&bEPTH N 672,313.1Q 2-45' ELBOWS WITH RESTRAINTS E 3,259,698.97 6' LPWA WATERLINE, E 3,260,18Q.47 PROP.106 LF BORE 10" F.M. GAS LINE, SBC LINE ELEV. = 13.92' 18" CASING UNDER S.H. WITH TEXAS ONE CALL ELEV. = 10.76', PK NAIL IN ASPHALT 60D NAIL SCALE: 1 "= 50' fs•w Tam nwo fewo fwao m,m awo awo �s,ao awm awo n,m aaoo m,m ewo ao,ao O O EXIST. FM m (SEE NOTE ) PROP. 4487 LF 10' F.M. (SEENIoie tj N PROP. REMOVE SHRUBS ------------ --- ---------------�------ w -_------------------------- - - - -- - _ - - iE+ U' ' --- - -a�� 7-. ! CITY OF SHOREACRES ! i °}''N I to aE CNTRL PT. WSG _ cE F WATER PLANT I EIueFNC FPC 1/Y LP. a T.B.M. # 2 -;; i i i F]051WG FPC,/r LP. FPC 1 ° p` �sr N 672,451.52 .52 ELEV. = 10.00' '= �� I j i ;:;�; �o :•:: EwsFwc F1C s/e LR F1asnHc M 5/e• ix Frc 5/e" LR E 3,262,435.45 R.R. SPIKE IN :; :.r r., i i T.B.M. # 3 ELEV. = 8.62' POWER POLE - - ;m - i WSG CNTRL PT. 35 I ELEV. 10.1I ' 60D NAIL N 672,380.97 S R.R. SPIKE IN E 3,261,040.73 POWER POLE ELEV. = 8.36' 60D NAIL \ • #5 BEGIN DESIGN ELEV. = 6.35BASELINE"A" Ir WL �\ 60D NAIL IN STA. 0 o rtao s.m aw" sFem afoP ��`� aro n"ao aF,00 s,m .fwm awo ax,m a.00 10• U.E. sF,m N=500812.27 POWER POLE E=3294653.95 .fs«m awnm � N --� U m FPC s/e' us"�-a LF 10" F.M. L' Ut. PROP. 4487 LF 10" F.M. EXIST. F.M. EN • f. PROP. 4487 a OPF.M.. STA. 43++ 9RE (SEE NOTE 1) � I a EXIST. Z L� LL .,s - _ eE - eE F__- �M Q`C� ® © •\•`• I ._,� •-• - a� I O -•-•-•� W (SEE NOTE 1)10 // E705i.J `..-.-._._.-.J Ew�F 8 10• U.E. FPc5/s•us '�.y� PROP. N1\ PROP. REMOVE AERIAL T.B.M. 4 SEWER LINE R PIERS FPC 3/e' ut poy� FPC 1h' LM END PROP. 4487 LF 10" F.M. AT L.S. #40 BEGIN 828LF BORE, .. ELEV. = 9.80 EXIST. 10"F.M., STA.35+27 60D NAIL IN \ WSG CNTRL PT. 7.4 FLOOD STATEMENT FPC Ile `" POWER POLE N 672,539.53 TE: E 3,263,844.00 REPLACE FORCE MAIN TO THE SUBJECT PROPERTIES IMPACTED BY THIS ESTINGADAPTOR ELEV. = 6.88' PROJECT APPEAR TO LIE MOSTLY WITHIN THE PK NAIL IN ASPHALT SPECIAL FLOOD HAZARD AREA INUNDATED BY THE 100-YEAR FLOOD, ZONE AE, AS PER THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 48201C1085J, DATED NOVEMBER 6, 1996. WARNING: THIS STATEMENT IS BASED ON SCALING THE LOCATION ON THE ABOVE --- _ GENERAL NOTES: GENERAL UTILITY NOTES: REFERENCE MAP -THIS INFORMATION IS -TO BE USED TO DETERMINE FLOOD INSURANCE 1. NOTIFY UTILITY COMPANIES 3 DAYS PRIOR TO BEGINNING CONSTRUCTION IN VICINITY OF THEIR UNDERGROUND AND OVERHEAD UTILITIES. TELEPHONE 1. CALL 713-223-4567 FOR LOCATION OF UNDERGROUND FACILITIES 72 HOURS PRIOR TO ANY EXCAVATION IN THE AREA. RATES ONLY, AND IS NOT INTENDED TO NUMBERS ARE SHOWN BELOW: TEMPORARY BENCHMARKS IDENTIFY SPECIFIC FLOOD CONDITIONS. 2. LOCATION OF UTILITIES SHOWN ARE APPROXIMATE. IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE ALL UTILITIES (PUBLIC AND &WSG CONTROL POINTS CENTERPOINT ENERGY ENTEX OR RELIANT 713-223-4567 / PRIVATE) PRIOR TO COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO TEXAS ONE CALL 1-800-245-4545 LOCATE AND PRESEVE THESE UTILITIES WHETHER UNDERGROUND. ABOVE GROUND OR OVERHEAD. TO ARRANGE FOR LINES TO BE 1. WSG CNTRL PT. 1 AT&T 713-861-9784 TURNED OFF OR MOVED CALL CENTERPOINT AT 713-223-4567. NOTES ELEV=13.92'; PK NAIL AT ASPHALT SHOULDER OF S.H. 146, STA. 2+83, 38'R'; BEARINGS: N 672,301.95,E 3,259,698.97 2. VERTICAL AND HORIZONTAL LOCATIONS OF EXISTING UTILITIES, INCLUDING WATER, ARE APPROXIMATE. CONTRACTOR TO LOCATE AND PROTECT AND 3. CONTRACTOR SHALL CONTACT ALL OF THE FOLLOWING PHONE NUMBERS FOR LOCATION OF UNDERGROUND FACILITIES 72 HOURS 1. EXISTING FORCE MAIN SHOWN AS PER PROBE 2• TBM #1 REPAIR AT HIS EXPENSE ANY UTILITIES AND SERVICE LINES DAMAGED BY HIS CREWS OR THOSE OF SUBCONTRACTORS. CONTRACTOR SHALL SHORE E E PRIOR TO ANY EXCAVATION IN THE AREA. LOCATIONS PROVIDED BY THE CITY OF LA PORTS ELEV.= 8.58', R.R. - - SPIKE IN POWER POLE; STA. 5+03,31'R; ALL POLES WHICH IN OPINION OF UTILITY COMPANY REQUIRE SHORING. COST SHALL BE INCIDENTAL TO OVERALL PROJECT COST. PERSONNEL. 123.0' EAST OF FOR OF S.H. 146. (UCC HOUSTON) 713-223-4567 LA PORTE AREA WATER AUTHORITY 281-471-9650 3. WSG CNTRL PT. 2 3. CONTRACTOR SHALL TAKE CARE WHEN EXCAVATING IN AREAS WHERE THERE ARE EXISTING UTILITIES. NOTIFY CITY ENGINEER IMMEDIATELY UPON (TEXAS ONE -CALL SYSTEM) 1-800-245-4545 CITY OF SHOREACRES 281-470-6451 2. COORDINATES AND ELEVATIONS SHOWN HEREON IS ELEV=10.76'; 60D NAIL FOUND AT STA. 7+65, R51'; BEARINGS:N ENCOUNTERING UTILITIES NOT SHOWN ON DRAWINGS. (DIG-TESS) 1-800-344-8377 BASED ON THE CITY OF LA PORTE SURVEY 672,313.10, E 3,260,180.47; FND 55.0' S.W. OF POWER POLE THAT 4. CONTRACTOR TO PLAN AND PERFORM ALL WORK TO ALLOW FOR SAFE TRAFFIC AT ALL TIMES DURING CONSTRUCTION, PROVIDE AND MAINTAIN ALL 20 529 N 672 113, ,., E 3,259,820.42 MONUMENT NO.SITS AT STA. 8+14, 28'R. NECESSARY SIGNS, FLASHERS, BARRICADES AND FLAGMEN AS PER TEXAS STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION IN 4. TELEPHONE AND TELEVISION CABLES MAY EXIST UNDERGROUND OR OVERHEAD THROUGHOUT THE PROPOSED PROJECT AREA. TEXAS STATE PLANE COORDINATES, SOUTH CENTRAL 4 TBM #2 CONFORMANCE WITH PART VI OF THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (TEXAS M.U.T.C.D. MOST RECENT EDITION) DURING CONTRACTOR SHALL CONTACT 'DIG-TESS" at 1-800-344-8377 AT LEAST 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION FOR ZONE, (NAD27), ELEVATION = 9.51 NGS SEA LEVEL ELEV.=10.00', R.R. SPIKE IN POWER POLE; STA. 16+57, 29'R' CONSTRUCTION. COST FOR THIS WORK TO BE INCLUDED IN LUMP SUM PRICE OF TRAFFIC CONTROL. LOCATION AND MARKING OF THESE UTILITIES. DATUM 1929 (83 ADJ.). 5. WSG CNTRL PT. 35 5. ALL WORK SHALL BE CONDUCTED WITHIN THE RIGHT -OF WAY AND/OR EASEMENTS SHOWN UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 5 LOCATIONS OF CENTERPOINT ENERGY MAIN LINES (TO INCLUDE UNIT GAS TRANSMISSION, AND/OR INDUSTRIAL GAS SUPPLY 60D NAIL 5.5' CENTERED NORTH OF BAYOU FOREST DRIVE (CONCRETE); BEARINGS N 672,380.97, E 3,261,040.73; - CORRIDORS WHERE APPLICABLE) ARE SHOWN IN AN APPROXIMATE LOCATION ONLY. SERVICE LINES ARE USUALLY NOT SHOWN. THE STA. 16+ 07 29'R --" - 6. CONTRACTOR IS RESPONSIBLE FOR STAKING AND LAYOUT OF THE WORK IN ACCORDANCE WITH THE PLANS AND FURNISHED CONTROL POINTS. CONTRACTOR SHALL CONTACT THE UTILITY COORDINATING COMMITTEE AT 713-223-4567 A MINIMUM OF 48 HOURS PRIOR TO 6. TBM #3 CONSTRUCTION TO HAVE MAIN AND SERVICE LINES LOCATED. ELEV.=10.10', R.R. SPIKE IN POWER POLE; STA. 28+46, 31'R. 7. EXISTING PROPERTY CORNERS ARE NOT TO BE DISTURBED. THOSE REMOVED DURING CONSTRUCTION SHALL BE RESET UNDER THE SUPERVISION OF A 7. WSG CNTRL PT. 202 REGISTERED SURVEYOR AT NO COST TO THE CITY of LA PORTE. A. WHEN CENTERPOINT ENERGY PIPE LINE MARKINGS ARE NOT VISIBLE CALL ELEV.=8.62'; 60D NAIL; AT THE EAST END OF BRUSH LINE; 713-967-8037 (7:00 AM TO 4.30 PM) FOR STATUS OF LINE LOCATION REQUEST 8. EXCESS EXCAVATED MATERIAL SHALL BE DISPOSED OF PROMPTLY. THE CITY OF LA PORTE HAS THE OPTION OF TAKING ANY SALVAGED MATERIAL BEFORE EXCAVATION BEGINS. BEARINGS: N 672,451.52, E 3,262,435.45; STA. 30+24, 27'R. AS DEEMED NECESSARY. LEGEND 8. TBM #4 B. WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18") OF THE INDICATED LOCATION OF ELEV.= 9.80 ; 60D NAIL IN POWER POLE; STA. 40+78; 32'R 9. CONTRACTOR SHALL ASSIST THE CITY OF LA PORTE IN NOTIFYING BUSINESS ESTABLISHMENTS OF ANY SERVICE INTERRUPTIONS. CENTERPOINT ENERGY FACILITIES, ALL EXCAVATION MUST BE ACCOMPLISHED USING 9. WSG CNTRL PT. 232 NON -MECHANIZED EXCAVATION PROCEDURES. CONTROL POINT 0 El EV.=6.88'; PK NAIL IN ASPHALT; BEARINGS: N 672,539.53, 10. CONTRACTOR SHALL TAKE CARE WHEN WORKING WITHIN PERMANENT AND WORKING EASEMENTS. ALL DAMAGED PLANTS, TREES, SHRUBBERY, FENCE BENCHMARK IR E 3,263,844.00; ON NORTH SIDE OF ASPHALT DRIVE TO LIFT STATION AND STRUCTURES WHICH ARE TO REMAIN SHALL BE REPAIRED OR REPLACED WITH EQUAL OR BETTER ITEM. ANY LANDSCAPE AREA DAMAGES SHALL C. WHEN CENTERPOINT ENERGY FACILITIES ARE EXPOSED, SUFFICIENT SUPPORT MUST #40; STA. 44+35, 11'R BE REPLACED TO EQUAL OR BETTER CONDITION. BE PROVIDED TO THE FACILITIES TO PREVENT EXCESSIVE STRESS ON THE PIPING. ELECTRICAL BOX ® 10. T.B.M. #5 SIGN - ELEV.=6.35; 60D NAIL IN POWER POLE; STA. 45+18, 11'R 6• THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND FACILITIES. GUY 11. ALL BEDDING AND BACKFILL SHALL BE PER DETAIL SHOWN IN THESE PLANS. 7• OVERHEAD ELECTRICAL LINES MAY EXIST ON THE PROPERTY. CITY ENGINEER HAS NOT ATTEMPTED TO MARK THOSE LINES SINCE POWER POLE • 9 m 12. WORK ON ITEMS NOT SPECIFICALLY CALLED OUT IN BID DOCUMENT SHALL BE INCIDENTAL TO OVERALL PROJECT COST. THEY ARE CLEARLY VISIBLE. CONTRACTOR SHOULD LOCATE THEM PRIOR To BEGINNING ANY CONSTRUCTION. TEXAS LAW, SECTION FND PROP. CORNER O M 752, HEALTH & SAFETY CODE FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR THINGS MAY COME WITHIN SIX (6) FEET OF LIVE 13. WORKING AREAS SHALL BE ONLY THOSE AREAS DESIGNATED BY THE CITY ENGINEER. ANY ACTIVITY BEYOND THESE PREMISES IS STRICTLY OVERHEAD HIGH VOLTAGE LINES. CONTRACTORS AND OWNERS ARE LEGALLY RESPONSIBLE FOR SAFETY OF CONSTRUCTION TREE o PROHIBITED. INGRESS AND EGRESS OF MEN AND EQUIPMENT SHALL BE THROUGH APPROVED EASEMENTS ONLY. CONTRACTOR TO COORDINATE WITH WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. TO ARRANGE FOR LINES TO BE TURNED OFF SHRUB CITY OF LA PORTS THE CITY ENGINEER PRIOR TO CONSTRUCTION. OR MOVED CALL CENTERPOINT AT 713-207-7777. c L4 DWN: RLS/JAR O a 14. ALL REMOVAL OF ASPHALT ROADWAYS, AS DESIGNATED BY THE CITY ENGINEER TO BE OPEN CUT SHALL BE PROPERLY SAW CUT AND THEN 8. THE LOCATIONS OF AT&T TELEPHONE (SWBT) COMPANY FACILITES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SAN. SWR. M.H. 00000��DU OF Tf nR ......• k:'s, 00 O a PLANNING DEPT./ENGINEERING DIV. ,o o o BACKFILLED PER DETAIL SHOWN. TREES &VEGETATION > o pp * * ° m CK'D: RMO n SHALL DETERMINE THE EXACT LOCATION PRIOR TO COMMENCING WORK. CONTRACTOR AGREES To BE FULLY RESPONSIBLE, FOR o r' p �* * p 604 WEST FAIRMONT PARKWAY 15. CONTRACTOR SHALL BE RESPONSIBLE FOR HAULING AND DISPOSAL OF THE EXISTING AND PROPOSED EXCAVATED MATERIAL AT HIS OWN EXPENSE ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND PROPERTY LINES o o "' "" "'""' "" p RODNEY LEE SLATON "" """� LA PORTS TEXAS 77571 o UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER TO DELIVER TO A LOCATION WITHIN ONE MILE RADIUS FREE OF CHARGE. UTILITIES. EDGE OF ROAD 0 er• ""' ""•"....... 90298 281-471-5020; FAX: 281-470-5005 APP D: RLS j 16. NO EXCAVATION AREA SHALL BE LEFT OPEN DURING NON -WORKING HOURS. ALL EXCAVATION OVER 2 FEET IN DEPTH SHALL BE PROTECTED BY A.THE CONTRACTOR SHALL CALL 1-800-344-8377 A MINIMUM OF 48 HOURS PRIOR TO OVERHEAD ELEC. LINES - OHE - OHE - TOP OF BANKp Dp . • ; �v ., ,> p©1E n i BRIGHT ORANGE SAFETY FENCING. CONSTRUCTION TO HAVE UNDERGROUND LINES FIELD LOCATED. CENTERLINE OF DITCH - - EDGE of WATER �Ilk" p Op Scale: SOUTH LA PORTS 17. CONTRACTOR SHALL NOTIFY THE CITY OF LA PORTS AT 281-471-9650 TWENTY-FOUR (24) HOURS PRIOR TO ANY UTILITY COORDINATION REQUIRED. B.WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18") OF THE INDICATED LOCATION OF AT&T TELEPHONE FACILITIES, ALL EXCAVATION MUST BE ACCOMPLISHED SEWER LINE WOOD FENCE - : - :: - :: -"'�� npp000Q4 �p -� 1" = 50 Date:Ma 5 USING NON -MECHANIZED EXCAVATION PROCEDURES. WHEN BORING THE CONTRACTOR CHAINUNK FENCE - 0- 0- 0- The seal a earing on 10" FORCE MAIN 18. ALL SIGNS REMOVED SHALL BE RESET UNLESS OTHERWISE NOTED. ANY SIGN DAMAGED SHALL BE REPLACED WITH NEW SIGN AT NO COST TO SHALL EXPOSE THE SOUTHWESTERN BELL TELEPHONE FACILITIES. this document was y, 2006 a OWNER. C.WHEN SOUTHWESTERN BELL TELEPHONE FACILITIES ARE EXPOSED THE CONTRACTOR ASPHALT ® GRAVEL ® authorized by RODNEY LEE STATON Project No.: 0 o 19. ALL GRASS AREAS AFFECTED BY CONTRACTORS OPERATIONS SHALL BE LEVELED TO ORIGINAL CONDITIONS & HYDROMULCHED. 2005-7301 0 SHALL PROVIDE SUPPORT TO PREVENT DAMAGE TO THE CONDUIT DUCTS OR CABLES. WHEN EXCAVATING NEAR TELEPHONE POLES THE CONTRACTOR SHALL BRACE THE POLE P.E.90298, on PROJECT LAYOUT & > 20. ADJUSTMENT OF VALVE BOXES, REMOVAL OF TREES, RELOCATION OF STREET SIGNS, AND ANY OTHER ITEM NOT SPECIFICALLY CALLED OUT IN THE SHEET. BID DOCUMENT SHALL BE INCIDENTAL TO OVERALL COST OF PROJECT. FOR SUPPORT. CONCRETE F! 2 �" GENERAL NOTES 21. FORCE MAIN SHALL BE PVC DR 18 C900 - GREEN IN COLOR. n a J OF SCALE:1 "= 30' BEGIN BASELINE DESIGN "A" C) STA.0+00 U + 00 0+00 1+00 W N=500819.33, E=3290133.91 2+00 3+00 4+00 5+0� 6+00 7+00 8+00 , Q W I - In EXIST. / ° EXIST. F.M. -- CHAIN LINK / INT 5 ! - �l I I PROP. 4487 LF 10" F.M. W FENCE (SEE NOTE 1) FENCE ' BEND �� I r J Wo m I rQ) r------ OHE � -OFI�-->7fl�� 0!1£ "��-OME _______ -9HB •9FIE _ _ -.- - - - - -.-- AWL- 01:11=--OHE OHE --------------------� __ - - - - - - OHE ONE OHE OHE ---- �OHE -- -- __ • -------------------------- OHE OHE OHE E OHE OHE OHE OHE OWE ---------------��--�--� OHE - -. OHE - ci Q ' ioasT. < T.B.M. # 1 10' U.E. „ P.P. PROP. 4487 LF 10 F.M. W WSG CNTRL PT. 1 _ :- a a - N 672,301.95 I- 3 = ELEV. = 8.58' 0 R.R. SPIKE IN / E 3,259,698.97 4 4 N(DI POWER POLE I WSG CNTLP. 2 EXIST. 12' F.M. CONTRACTOR TO RECONNECT , ELEV. = 13= N 672,313.10 TO EXISTING 12" PVC WITH PK NAIL IN ASPHALT VERIFY LOCATION & DEPTH E 3,260,180.47 ELEV. = 10.76', 2-450 ELBOWS WITH RESTRAINTS 6" LPWA WATERLINE, 60D NAIL PROP. 106 LF BORE 10" F.M, GAS LINE, SBC LINE 18" CASING UNDER S.H. 146 WITH TEXAS ONE CALL Z J U O ZW O u W(Jj 3 W Z J QY O LL < af F Z v1 O X N N F �• W W W WWWWW W W W W X W - STATE HIGHWAY 1 VERIFY DEPTF 15.00 - -- ....... ............. ............................................................................ ....... .........?- 4: :, ... ...... .: : .... - : _.... - ..... .... . ...................... - GRAVEL GAS LINE,:SB C LINE 10 00 :....... DRIVE NATURAL ............... ...... GROUND :.......: .......................... : : ... _....... ..... .................. ... :..... WITH TEXAS ONE GALL - ......._........... - - : : ......... . ..... . - 10.00 5.00 :.......:.......:.......:... :... :. : ............................................. : OP OF EXISTING = PROP. 106 LF BORE 1Q" F.M, N 0" - FORCE •Midi fNG. UNtSf=FZ S.Fi. 146 �sr'cas . ----- .. .... 5.00 N 1Z OTE 0.00(SEE: : : : 0.00 -5.00 :.......:..............: PROP.: 4487 LF 10" F.M: ....:.. . . ...... . ...... _ ............... _ .............. .......:.......:.......:.......:.......:.......:.......:.......:.......:.......:...............:......... :.......:.......: -5.00 -10.00 :LF PROP. 4487:10" F.M. 18" R.C.P.-WEST, ELEV.: -4.9$, -10.00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 TEMPORARY BENCHMARKS & WSG CONTROL POINTS 1. WSG CNTRL PT. 1 NOTES ELEV=13.92'; PK NAIL AT ASPHALT SHOULDER OF S.H. 146, STA. 2+83, 38'R'; BEARINGS = N 672,301.95, E 3,259,698.97 1. EXISTING FORCE MAIN SHOWN AS PER PROBE LOCATIONS 2. TBM #1 PROVIDED BY THE CITY OF LA PORTE PERSONNEL. ELEV.= 8.58', R.R. SPIKE IN POWER POLE; STA. 5+03,31'R; 2. COORDINATES AND ELEVATIONS SHOWN HEREON IS BASED ON 123.0' EAST OF FOR OF S.H. 146. LEGEND 3. WSG CNTRL PT. 2 THE CITY OF LA PORTE SURVEY MONUMENT NO. 113, ELEV=10.76'; 60D NAIL FOUND AT STA. 7+65, R51'; CONTROL POINT e N 672,529.20, E 3,259,820.42 TEXAS STATE PLANE COORDINATES, SOUTH CENTRAL ZONE, (NAD27), BEARINGS = N 672,313.10, E 3,260,180.47; FND 55.0' S.W. OF POWER POLE THAT SITS AT BENCHMARK B ELEVATION = 9.51' NGS SEA LEVEL DATUM 1929 (83 ADJ.). STA. 8+14, 28 R. ELECTRICAL BOX SIGN Iff 4. TBM #2 ELEV.=10.00', R.R. SPIKE IN POWER POLE; STA. 16+57, 29'R' GUY 5. WSG CNTRL PT. 35 POWER POLE . o 60D NAIL, 5.5' CENTERED NORTH OF BAYOU FOREST DRIVE (CONCRETE); BEARINGS = N 672,380.97, E 3,261,040.73; STA. 16+07 29'R FND PROP. CORNER TREE , A CITY OF LA PORTE DWN: RLS/JR 6. TBM #3 SHRUB 000000a� p� PLANNING DEPT./ENGINEERING DIV. o ' OF Te,�.�S��� " m 7. ELEV.=10.10 , WSG CNTRL PT. R.R. SPIKE IN POWER POLE; STA. 28+46,. 31 R. 202 TREESS&NVEGETATION p a�tp'�E 0 *:' '. 604 WEST FAIRMONT PARKWAY `°°.°..0 LA PORTE, TEXAS CK'D: RMO *°$ 77571 ELEV.=8.62'; 60D NAIL; AT THE EAST END OF BRUSH LINE; > PROPE O ROAD EDGE OF ROAD o *.:............. ... :*,$ p 281-471-5020; FAX: 281-470-5005 APP'D:RLS o BEARINGS = N 672,451.52, E 3,262,435.45; STA. 30+24 27'R. OVERHEAD ELEC. LINES RODNEY LEE SLATON 90295 p i 8. TBM #4 TOP OF BANK CENTERLINE OF DITCH �G OF - o. p - �Pd�O�•�FG/ERE <v�_op a��UsslONAL SOUTH LA PORTE Scale: 1"=30' HORIZ. g ELEV.= 9.80'; 60D NAIL IN POWER POLE; STA. 40+78; 32'R NE SEWER LIE Egos" 1 -3 VERT. 9. WSG CNTRL PT. 232 WOOD FENCE CHAINLINK FENCE - - - a- - ad�pO000�� o- o- �� 10 FORCE MAIN Date: August, 2006 9 rc W ELEV.=6.88'; BEARINGS = PK NAIL IN ASPHALT; N 672,539.53, E 3,263,844.00; ON NORTH SIDE OF ASPHALT DRIVE ASPHALT ® GRAVEL The seal ap earing on ® this document was Project No.: a o authorized by PLAN & PROFILE 2005-7301 TO LIFT STATION #40; STA. 44+35, 11'R 10. T.B.M. #5�' CONCRETE CONCRETE Z!=.,. RODNEY LEE SLATON P.E. 90298, on STA 0+00 SHEET - ELEV.=6.35 ; 60D NAIL IN POWER POLE; STA. 45+18, 11 R �~- 9_a o-ob 3 w TO STA. 8+50 9 of U a N O L0 U)r w° OO I- Lo 0 + 00 N I C0 - Z W �w O ovOf n00°�� �LLZL. C) c) 04, a.v WSG CNTRL PT. 35 SCALE:1 "= 30' O N 672,380.97 E 3,261,040.73 r 000 ELEV. = 8.36' 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 60D NAIL 17+00 I I H I Q EXIST. F.M. V) z (SEE NOTE 1) LLI Z J UOHE OHE OHE OHE ONE OHE OHE OHE OHE OHE OHE • OHE OHE - OHE ONE - OHE - OHE - OHE - OHE - OHE - OHE • OHE - OHE - OHE - OHE - OHE - OHE OHE OHE ONE OHE OHE -®- 0 OHE )HE_-__ OHS_-_ • OHS_ Q--------------- - - - - ---- --- ----------- ------ ------ ---------------------------------------------------------------------------------------- --- f , _ - 1 '4• __OHS _ . .-�-• I� EXIST CHAIN LINK FENCEQ G G 10' U.E.-I .- `.-j•�<<'-F. i CITY OF SHOREACRES T.B.M. # 2 in t.; I0 -E WATER PLANT ELEV. = 10.00' R.R. SPIKE IN -;-� _� '. - w ;50w-.. .w POWER POLE ,. >4 �� :<•_,:� :4 I a iV = a a a d a a N W N W N W {� N_ In K N W W W 15.00 ..........................................•--- ...._......._.......15.00 TOR -OF EXISTING ............... .-----.--.--.•..--.--.--.----............................ ........................... ................. - -- 10,00 LE : _ : " NATURAL" : (SEEFNOTE ORCE MAIN - - - - : - - - - - : RIM - .48..................... ...... --.... ROU .......:.G. ..ND..... ._. ..... ......... 10.00 f.MANMII ........ ..................... --•----------------------------------- - -------------- ..--'..... ......._....... 5.00 0.00 .................. .... ...... ................... ..._ .. 0.00 -5.00 - 12" P.-V.C. -SOUTHWEST, ELEV_ -4.12' - ........... --.......: : - - - - : -5.00 18' R.C.P.�EAST, ELEV. -4.89' -10.00 : : : : : : : : : : : : : : : -10.00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 _- TEMPORARY BENCHMARKS & WSG CONTROL POINTS - NOTES 1. WSG CNTRL PT. 1 ELEV=13.92'; PK NAIL AT ASPHALT SHOULDER OF S.H. 146, STA. 2+83, 38'R'; 1. EXISTING FORCE MAIN SHOWN AS PER PROBE LOCATIONS BEARINGS = N 672,301.95, E 3,259,698.97 PROVIDED BY THE CITY OF LA PORTE PERSONNEL. 2. TBM #1 - ELEV.- 8.58', R.R. SPIKE IN POWER POLE; STA. 5+03,31'R; 2. COORDINATES AND ELEVATIONS SHOWN HEREON IS BASED ON 123.0 EAST OF FOR OF S.H. 146. LEGEND THE CITY OF LA PORTE SURVEY MONUMENT NO. 113, 3. WSG CNTRL PT. 2 N 672,529.20, E 3,259,820.42 TEXAS STATE PLANE ELEV=10.76'60D NAIL FOUND AT STA. 7+65, R51'; CONTROL POINT BENCHMARK 0; COORDINATES, SOUTH CENTRAL ZONE, (NAD27), ELEVATION = 9.51' NGS SEA LEVEL DATUM 1929 (83 ADJ.). BEARINGS = N 672,313.10 E 3 260 180.47; FND 55.0' S.W. OF POWER POLE THAT SITS AT ELECTRICAL Box STA. 8+14, 28'R. slcN - o 4. TB M #2 GUY o ELEV.=10.00', R.R. SPIKE IN POWER POLE; STA. 16+57, 29'R' POWER POLE . o 5. WSG CNTRL PT. 35 60D NAIL, 5.5' CENTERED NORTH OF BAYOU FOREST DRIVE (CONCRETE); FND PROP. CORNER 71 EEBEARINGS o CITY OF LA PORTE DWN: RLS/JR = N 672 380.97, E 3,261,040.73; STA. 16+07 29'RsHRue s aouPLANNING tay.64- DEPT./ENGINEERING DIV. D: RMO> 6. TBM #3 SAN. SWR. M.H. • oP(..OF TeI�SQQ604 WEST FAIRMONT PARKWAYCK ELEV.=10.10 , R.R. SPIKE IN POWER POLE; STA. 28+46, 31 R. TREES & VEGETATION *:.*p o* LA PORTS, TEXAS 77571 281-471-5020; FAX: 281-470-5005 APP'D:RLS 7. WSG CNTRL PT. 202 PROPERTY LINES *$ d"""" ... g n ELEV.=8.62 ; 60D NAIL; AT THE EAST END OF BRUSH LINE; EDGE OF ROAD OVERHEAD ELEC. LINES - a� - RODNEYLEE SLATON G ........................L Q 90298 p Scale: / BEARINGS = N 672,451.52,E 3,262,435.45; STA. 30+24, 27'R. TOP OF BANK° CENTERLINE OF DITCH -----•--- ° pa 0 '6'01sTf \�F�a SOUTH LA PORTS 1 =30 HORIZ. 1"=3' VERT. W 8. TBM #4 EDGE OF WATER OQ u tx! � EL V.= 9.80'; 60D NAIL IN POWER POLE; STA. 40+78; 32'R SEWER LINE WOOD FENCE CHAINLINK FENCE - - 0- - - - 0- 0- nSSIO Up ��� �� 10 FORCE MAIN Date: August, 2006 N 0Z 9. WSG CNTRL PT. 232 The seal ap aring on ELEV.=6.88'; PK NAIL IN ASPHALT; ASPHALT ® GRAVEL ® this document was Project No.: 2005-7301 o ,. BEARINGS = N 672,539.53, E 3,263,844.00; ON NORTH SIDE OF ASPHALT DRIVE authorized by RODNEY PLAN & PROFILE TO LIFT STATION #40; STA. 44+35, 11'R xY .- CONCRETE:. LEE SLATON P.E. 90298, on SHEET - `t 10. T.B.M. #5 STA. 8+50 TO 17+50 0 ELEV.=6.35'; 60D NAIL IN POWER POLE; STA. 45+18, 11'R 9 5- OF o: U n. Lo (V O Nco U) N X0 wF- 0 Ln OC) + ~ J _ Z LU LL 0 o0EL n CK 06 NOu-Zu- pog0 ND_uo ti SCALE:1 "= 30' 0 ro r 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 (�J Q � w EXIST. F.M. (SEE NOTE 1) „ PROP. 4487 LF 10 F.M� - - EXIST. F_M. (SEE NOTE 1) Z Ld Z -I - ------ --------- _ _ = OHS- OHE OHE_�kl�____�d� _QLI�__.-OkIE _ �uIF au' • re it suc. -s--(NIE�r Wd6���r0MIG+�a.� L1tiG. OYE...-CYG-�t1rr.�o.�GYG ®..ONE,. J E_ _Otis__=u= .. S ~ CHAIN LINK FENCE '-'-'-'-"-w z " - - H Q ""--�-�--EXIST ZWI <0 10' U.E.-' <01 c�� :El MZ c'WI le (jYI Z_o Ld w -' 0 0: d rc d F N N z N z N z N a LL W W W W W W t~/l N W W 15.00 TOP OF EXISTING :... ........ ................. ......... ............................... .....10--FORCE:MAI14 .........................._. • 15.00 NATURAL : - - (SEE NOTE': 1)10.00 .................................. .... GROUND . ............. ....... •............... ..... ........_..............._................... ....... .................... •...... .......... ................. .-......................... 10.00 5.00 ........................... 5.00 0.00 : : : : 0.00 -5.00 PROP. 4487 L F10"F� = :.................. .............. ..............._............_......._................................. - 5.00 -10.00 : : : : : : : -10.00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+OD TEMPORARY BENCHMARKS & WSG CONTROL POINTS NOTES 1. WSG CNTRL PT. 1 1. EXISTING FORCE MAIN SHOWN AS PER PROBE LOCATIONS ELEV=13.92'; PK NAIL AT ASPHALT SHOULDER OF S.H. 146, STA. 2+83, 380R'; PROVIDED BY THE CITY OF LA PORTE PERSONNEL. BEARINGS = N 672,301.95, E 3,259,698.97 _- 2. TB M #1 2. COORDINATES AND ELEVATIONS SHOWN HEREON IS BASED ON ELEV.= 8.58', R.R. SPIKE IN POWER POLE; STA. 5+03,31'R; LEGEND THE CITY OF LA PORTE SURVEY MONUMENT NO. 113, 123.0' EAST OF FOR OF S.H. 146. N 672,529.20, E 3,259,820.42 TEXAS STATE PLANE 3. WSG CNTRL PT. 2 CONTROL POINT e COORDINATES, SOUTH CENTRAL ZONE, (NAD27), ELEV=10.76'; 60D NAIL FOUND AT STA. 7+65, R51'; BENCHMARK 9 ELEVATION = 9.51' NGS SEA LEVEL DATUM 1929 (83 ADJ.). BEARINGS = N 672,313.10, E 3,260,180.47; FND 55.0' S.W. OF POWER POLE THAT SITS AT ELECTRICAL BOX m STA. 8+14, 28'R. SIGN - 4. TBM #2 GUY ELEV.=10.00', R.R. SPIKE IN POWER POLE; STA. 16+57, 29'R POWER POLE • 5. WSG CNTRL PT. 35 FND PROP. CORNER o 60D NAIL, 5.5' CENTERED NORTH OF BAYOU FOREST DRIVE (CONCRETE); TREE CITY OF LA PORTS DWN: RLS/JR BEARINGS = N 672,380.97, E 3,261,040.73; STA. 16+07 29'R SHRUB �q AO o 6. TBM #3 SAN. SWR. M.H. • 400000pp° F n p1 PLANNING DEPT./ENGINEERING DIV. "' CK'D: RMO g 7. ELEV.=10.10', R.R. SPIKE IN POWER POLE; STA. 28+46, 31'R. WSG CNTRL PT. 202 TREES &VEGETATION p4�(PSEOFTe�4SQ��o 604 WEST FAIRMONT PARKWAY LA PORTE, TEXAS 77571 ELEV.=8.62'; 60D NAIL; AT THE EAST END OF BRUSH LINE; PROPERTY ONES EDGE OF ROAD o * * O RODNEY LEE SLATON G 281-471-5020; FAX: 281-470-5005 APP'D:RLS o BEARINGS = N 672,451.52, E 3,262,435.45; STA. 30+24, 27 R. OVERHEAD ELEC. LINES TOP OF BANK -axe - arm - o .........................� p• G 0 = 90298 p o �OQO Scale: o 8. TBM #4 DITCH CENTERLINEEDGE - - • GI ER��\��Q e o SOUTH LA PORTS 1"=3O HORIZ. w ELEV.= 9.80 ; ' 60D NAIL IN POWER POLE; STA. 40+78; 32'R OFF FENCE FS ....... °° oIONAL �'��4}� ,"=3' VERT. 9. WSG CNTRL PT. 232 wood CHAINLINK FENCE - •- -0-0-0 .-. - - 1 .�v�-vl n 10 FORCE MAIN Date: August, Zoos N ELEV.=6.88'; PK NAIL IN ASPHALT; BEARINGS = N 672,539.53,E 3,263,844.00; ON NORTH SIDE OF ASPHALT DRIVE ASPHALT GRAVEL The seal a Baring on this document was Project No.: < N ot o TO LIFT STATION #40; STA. 44+35, 11 R authorized by RODNEY LEE SLATON PLAN & PROFILE 2005-7301 10. T.B.M. #5 F:v;:. CONCRETE ztM1 P.E. 90298, on q SHEET: 5 ELEV.=6.35'; 60D NAIL IN POWER POLE; STA. 45+18, 11'R 7o dG 1 STA. 17+50 to 26+50 o 9 a OF M W all TAYLOR BAYOU -- SCALE:1 "= 30' o O o�L0 + �N 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00nn �L - IEXIST � EXIST. - PROP. REMOVE SHRUBS SHRUBS a V) w SHRUBS PROP. 4487 LF 10" F.M. ° w z z D!!E_ ----DUE �__ • nHca-�= O- - OHE OHE OHE ...... E U U =_DL5e =.OHE. �OtJa;.= -DUE_=�H�=_.4FJE_ Jam_ =0193- '�.� .�,j -g��E .gF�.�� �.� �nu� Mgt; ���HF O �OHE -- - --- -- - - -:=� -= _ �_ �� EXIST. F.M.: -OHE __ - _ _ < (SEE NOTE 1) 10' U.E. T.B.M. # 3 ELEV. = 10.10' PROP. R.R. SPIKE IN POWER POLE WSG CNTRL PT. 202 BEGIN 828LF BORE, N 672,451.52 10" F.M., STA. 35+27 E 3,262,435.45 - ELEV. = 8.62' 60D NAIL tV d a o 11: n a a a a a N N N W N W N N N W W l W W W W 15.00 - - - - ............. ................... ....... ....... ....... ................. - : .....:......._......................................._......._......._......._......._............... : : .... : ................ :.. - ........ ....... 15.00 . . NATURAL : TOP OF EXISTING - - - - - PROP. - 10 : FORCE MAIN 10.00 ----•-.......... ....... :..GROUND... - ........................ (sE _NOTE 1)......................................................:..............................._..............................................................._......._...............:. BEGIN 841.LF.BORE; ;--. 10.00 : 10" �..M., STA. 35+20 5.00 - : : : : : 5.00 0.00 0.00 -5.00 -5.00 EXIST. 12" DIAMETER : -10.00 : : : - - : : - CONCRETE - - PIERS (4) - -10.00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 NOTES TEMPORARY BENCHMARKS & WSG CONTROL POINTS 1. EXISTING FORCE MAIN SHOWN AS PER PROBE LOCATIONS 1. WSG CNTRL PT. 1 PROVIDED BY THE CITY OF LA PORTE PERSONNEL. ELEV=13.92'; PK NAIL AT ASPHALT SHOULDER OF S.H. 146, STA. 2+83, 38'R'; -------- BEARINGS = N 672,301.95, E 3,259,698.97 2. COORDINATES AND ELEVATIONS SHOWN HEREON IS BASED ON 2• TBM #1 LEGEND THE CITY OF LA PORTE SURVEY MONUMENT NO. 113, , ELEV.= 8.58 R.R. SPIKE IN POWER POLE; STA. 5+03,31 R; N 672,529.20, E 3,259,820.42 TEXAS STATE PLANE , CONTROL POINT 0 COORDINATES, SOUTH CENTRAL ZONE, (NAD27), 123.0' EAST OF FOR OF S.H. 146. BENCHMARK 6 ELEVATION = 9.51' NGS SEA LEVEL DATUM 1929 (83 ADJ.). 3. WSG CNTRL PT. 2 ELECTRICAL BOX ELEV=10.76'; 60D NAIL FOUND AT STA. 7+65, R51'; BEARINGS = N 672,313.10, E 3,260,180.47; FND 55.0' S.W. OF POWER POLE THAT SITS AT SIGN GUY Y STA. 8+14, 28'R. POWER POLE . m 4. TBM #2 FND PROP. CORNER O m ELEV.=10.00', R.R. SPIKE IN POWER POLE; STA. 16+57, 29'R' TREE o 5. WSG CNTRL PT. 35 SHRUB 6 CITY OF LA PORTE DWN: RLS/JR 60D NAIL, 5.5' CENTERED NORTH OF BAYOU FOREST DRIVE (CONCRETE); SAN. SWR. M.H. • Ao BEARINGS = N 672,380.97, E 3,261,040.73; STA. 16+07 29'R TREES &VEGETATION ( �^ od0000000 rfidnD ;oc ?, PLANNING DEPT./ENGINEERING DIV. "' CK'D: RMO o 6. TBM #3 r , ELEV.=10.10 R.R. SPIKE IN POWER POLE; STA. 28+46, 31 R. PROPERTY LINES EDGE OF ROAD ..,^-�-^' a (PvOf o �........ '9`s IlIl a *: *�Qp 604 WEST FAIRMONT PARKWAY ^ •_«� LA PORTE, TEXAS 77571 o 8 7. , WSG CNTRL PT. 202 OVERHEAD ELEC. LINES - axE - ag - O ,t:........... * -0 O' 281-471-5020; FAX: 281-470-5005 APP'D:RLS o ELEV.=8.62 ; 60D NAIL; AT THE EAST END OF BRUSH LINE; TOP Of BANK CENTERLINE OF DITCH EDGE OF WATER - • • • - - RODNEY LEE SIATON G G ....................... 0 P p OP 90298 Scale: n i m �+ BEARINGS = N 672,451.52, E 3,262,435.45; STA. 30+24, 27'R. SEWER LINE A - •2 o 0 �0 p oT•?FG�ST .= a,o SOUTH LAP PORTE 1 =30' HORIZ. „ g W 8. TBM #4 WOOD FENCE CHAINLINK FENCE - - - 0- - - 0- 0- O F G,�o IlIlIlQ'//00NAAL -Z:' , =3 VERT. ELEV.= 9.80 ; 60D NAIL IN POWER POLE; STA. 40+78; 32 R ��� " 10 FORCE MAIN Date: August, 2006 N 9. WSG CNTRL PT. 232 ASPHALT ® GRAVEL E The seal a Baring on a N ELEV.=6.88'; PK NAIL IN ASPHALT; this document was Project No.: o o BEARINGS = N 672,539.53, E 3,263,844.00; ON NORTH SIDE OF ASPHALT DRIVE CONCRETE ffl.RERODNEY authorized by LEE SLATON PLAN & PROFILE 2005-7301 SHEET - TO LIFT STATION #40; STA. 44+35, 11 RP.E. 90298, on 10. T.B.M. #5 ao o� STA. 26+50 TO 35+50 6 0 ELEV.=6.35'; 60D NAIL IN POWER POLE; STA. 45+18, 11'R 9 a OF 170 U EL N O NLO Co� �0 WF W 0L0 I- + O C7 A. UU J ZJ C LL G o r LU W c U 0- n0°�� 'LLZLL oog0 ci.-ati Fo Ff 0 ' o� LL0 4 9F` L P7 36+00 37+00 Q V \LI Z •- J _ U Qf�K- OHE --- E OHE OHE • OHE OHE - -- C) F F. cF ox' ° PROP. REMOVE AERIAL X5'x SEWER LINE & PIERS TAYLOR BAYOU 38+00 39+00 I - OHE OHFI - OHF OHF -.- nHF ..a'- nut o I EXIST. WOOD FENCE EXIST. CHAIN LINK FENCE MIMIC, T.B.M. # 4 - EXIST. ELEV. = 9.80' GARAGE 60D NAIL IN POWER POLE 41+00 EXIST. F.M. (SEE NOTE 1) EXIST. CHAIN LINK FENCE 42+00 43+00 0 u7 d Q [EEND PROP. 828 LF BORE V) � 10" F.M., STA. 43+29 w Z - J "t1FlE aAE • •HE OHE _ - - I- �� Q 10' U.E. -' :E W W W I� K , W IY � < 3 3 0 .N. �� < ZZ z z z W m W W a s U to *0 a o mm w N m m a ,�.. ,mna umiuw N t= f 1 N N N t�I_I X X X X X X X X )C JC W W W W W W W W W W W W W W W W W W W W W m 0 NN In N fl W W W W W 15.00 PROP. REMOVE AERIAL :SEWEf� LfNE & PIERS :. .....:...:...:.......:... = = :.......:....... =------------....:.......:.......:.......:.------=-----..:............:.......:-------=----...:...... : ......:.......:.......:..... = : ......:.......: = ....... .......:.......:.. EXIST. AERIAL SANITARY- - 7�\_J- -p--- NATURAL_ END ROP 841 LF BORE :... SEWER :LINE ...:....... ....... . ...... . ROUN - 10o F10.00 - G o- .ill:, STA.-43+29 . EXIST. Y2" DIAMETER : _ CONCRETE PIERS (4) : .................................... ..... :........ .................... . ...................... ...... 10'' F M.... TOP OF EX S NG 10" FORCE: ' 1: 71 RCE: MAIN (SEE: NOTE 1) : : -- _ - _ �-. _:.. .(SE NOTE 1)..................... ....... ....... _ .. . :.. .: - - .. 15.00 10.00 5.00 5.00 0.00 0.00 -5.00 .............. ................... ....... ........ ................ = - : : : : PROP. 4487 LF 10" F.M. : -10.00 -10.00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 NOTES 1. EXISTING FORCE MAIN SHOWN AS PER PROBE LOCATIONS PROVIDED BY THE CITY OF LA PORTE PERSONNEL. 2. COORDINATES AND ELEVATIONS SHOWN HEREON IS BASED ON THE CITY OF LA PORTE SURVEY MONUMENT NO. 113, N 672,529.20, E 3,259,820.42 TEXAS STATE PLANE COORDINATES, SOUTH CENTRAL ZONE, (NAD27), ELEVATION = 9.51' NGS SEA LEVEL DATUM 1929 (83 ADJ.). TEMPORARY BENCHMARKS & WSG CONTROL POINTS 1. WSG CNTRL PT. 1 ELEV=13.92'; PK NAIL AT ASPHALT SHOULDER OF S.H. 146, STA. 2+83, 38'R'; BEARINGS = N 672,301.95, E 3,259,698.97 2.TBM#1 ELEV.= 8.58', R.R. SPIKE IN POWER POLE; STA. 5+03,31'R; 123.0' EAST OF FOR OF S.H. 146. 3. WSG CNTRL PT. 2 ELEV=10.76'; 60D NAIL FOUND AT STA. 7+65, R51'; BEARINGS = N 672,313.10, E 3,260,180.47; FND 55.0' S.W. OF POWER POLE THAT SITS AT STA. 8+14, 28'R. 4. TB #2 ELEV.=10.00', R.R. SPIKE IN POWER POLE; STA. 16+57, 29'R' 5. WSG CNTRL PT. 35 60D NAIL, 5.5' CENTERED NORTH OF BAYOU FOREST DRIVE (CONCRETE); BEARINGS = N 672,380.97, E 3,261,040.73; STA. 16+07 29'R 6.TBM#3 ELEV.=10.10', R.R. SPIKE IN POWER POLE; STA. 28+46, 31'R. 7. WSG CNTRL PT. 202 ELEV.=8.62'; 60D NAIL; AT THE EAST END OF BRUSH LINE; BEARINGS = N 672,451.52, E 3,262,435.45; STA. 30+24, 27'R. 8. TB M #4 ELEV.= 9.80'; 60D NAIL IN POWER POLE; STA. 40+78; 32'R 9. WSG CNTRL PT. 232 ELEV.=6.88'; PK NAIL IN ASPHALT; BEARINGS = N 672,539.53, E 3,263,844.00; ON NORTH SIDE OF ASPHALT DRIVE TO LIFT STATION #40; STA. 44+35, 11'R 10. T.B.M. #5 ELEV.=6.35'; 60D NAIL IN POWER POLE; STA. 45+18, 11'R ME= CONTROL POINT 0 BENCHMARK ELECTRICAL BOX m SIGN -- GUY POWER POLE • FND PROP. CORNER O TREE SHRUB B SAN. SWR. M.H. • TREES & VEGETATION PROPERTY LINES EDGE OF ROAD OVERHEAD ELEC. LINES - aE - CHE - TOP OF BANK CENTERUNE OF DITCH - - EDGE OF WATER SEWER LINE WOOD FENCE - - - - CHAINLINK FENCE -0-0-0- ASPHALT ® GRAVEL IN CONCRETE+. e oy�P(E OF TeZtaQ QQ ood *.....: .:* o RO.DNEY...... SL LEE K 90298 PdP UQ 11t, �6N 1'V�04'�=gyp adu0000� The seal ap ari" ng on this document was authorized by RODNEY LEE SLATON P.E. 90298, on R-ao) -OL SCALE: 1 "= 30' CITY OF LA PORTE DWN: RLS/JR m PLANNING DEPT./ENGINEERING DIV. CK'D: RMO 604 WEST FAIRMONT PARKWAY o LA PORTE, TEXAS 77571 281-471-5020; FAX: 281-470-5005 APP'D:RLS i SOUTH LA PORTE 1Sale'3 3'HVERT.I g 10" FORCE MAIN DAugust, 2006 Z Project No.: o 2005-7301 PLAN & PROFILE SHEET: STA. 35+50 TO 43+50Z CIE OF 0 w W Z N � a w =i z � z E9 ; a z m I M� cc oIL U D_ o CV � F- ,r yJ Xo LUF- Z ZN 0LO waw + LJ Z Z uj !- n z J N • a m Z J j i w ❑ Q I.I.I �ow =O ¢ �m 0:: v a IL �oSQo 0 oLL Zl_L v� (Dazp c`nOD \ VERIFY 8" WATERLINE LOCATION AND DEPTH WITH TEXAS ONE CALL T.B.M. # 5 ELEV. = 6.35' g,W.L. �\ 60D NAIL IN 10' U.E. POWER POLE 44+00 45+00 EXIST. LIFT STATION DRIVE WSG CNTRL PT. 232 N 672,539.53 E 3,263,844.00 ELEV. = 6.88' PK NAIL IN ASPHALT END BASELINE DESIGN "A" STA.45+20 N=500812.27, E=3294653.95 45+31.93 END PROP. 4487 LF 10" F.M. AT L.S. #40 NOTE: TO REPLACE FORCE MAIN TO EXISTING ADAPTOR W W z Z a N a O g w, ci w3 i0 %0 iv vmi a �m a 41 0 D 0 W 000mul W X X X X X XXX XX X W W W W W W W W W W W DRIVE LEADING - "VERIFY 8" WATERLINE 15.00 ...:....... o, t.s:.#49.....:... ...:...:.........:LOCATION.AND DEPTH .. 15.00 NATURAL : :WITH TEXAS ONE CA( 10.00 GROUND - - ............. ............ .........MANHOLE ... .......:...... .... .... END PROP. 4487 LF 10.00 - RIM = 6.59' 5.00 10" F.M. AT L.S. #40 : EXIST. F.M. (SEE NOTE 1) : 5.00 0.00 �! • ............. .......... 0.00 -5.00 --------------------........ ...... ..... ...10".P.V-C.-EAST... -5.00 - - - - 10" P.V.C.-NW : ELEV. -;-6.87' -10.00 : : : ELEV.:-4.83' -10.00 44+00 45+00 NOTES 1. EXISTING FORCE MAIN SHOWN AS PER PROBE LOCATIONS PROVIDED BY THE CITY OF LA PORTE PERSONNEL. 2. COORDINATES AND ELEVATIONS SHOWN HEREON IS BASED ON THE CITY OF LA PORTE SURVEY MONUMENT NO. 113, N 672,529.20, E 3,259,820.42 TEXAS STATE PLANE COORDINATES, SOUTH CENTRAL ZONE, (NAD27), ELEVATION = 9.51' NGS SEA LEVEL DATUM 1929 (83 ADJ.). SCALE:1 "= 30' TEMPORARY BENCHMARKS & WSG CONTROL POINTS 1. WSG CNTRL PT. 1 ELEV=13.92'; PK NAIL AT ASPHALT SHOULDER OF S.H. 146, STA. 2+83, 38'R'; BEARINGS = N 672,301.95, E 3,259,698.97 2. TB M #1 ELEV.= 8.58', R.R. SPIKE IN POWER POLE; STA. 5+03,31'R; 123.0' EAST OF FOR OF S.H. 146. 3. WSG CNTRL PT. 2 ELEV=10.76'; 60D NAIL FOUND AT STA. 7+65, R51'; BEARINGS = N 672,313.10, E 3,260,180.47; FND 55.0' S.W. OF POWER POLE THAT SITS AT STA. 8+14, 28'R. 4. TBM #2 ELEV.=10.00', R.R. SPIKE IN POWER POLE; STA. 16+57, 29'R' 5. WSG CNTRL PT. 35 60D NAIL, 5.5' CENTERED NORTH OF BAYOU FOREST DRIVE (CONCRETE); BEARINGS = N 672,380.97, E 3,261,040.73; STA. 16+07 29'R 6. TBM #3 ELEV.=10.10', R.R. SPIKE IN POWER POLE; STA. 28+46, 31'R. 7. WSG CNTRL PT. 202 ELEV.=8.62'; 60D NAIL; AT THE EAST END OF BRUSH LINE; BEARINGS = N 672,451.52, E 3,262,435.45; STA. 30+24, 27'R. 8. TB M #4 ELEV.= 9.80'; 60D NAIL IN POWER POLE; STA. 40+78; 32'R 9. WSG CNTRL PT. 232 ELEV.=6.88'; PK NAIL IN ASPHALT; BEARINGS = N 672,539.53, E 3,263,844.00; ON NORTH SIDE OF ASPHALT DRIVE TO LIFT STATION #40; STA. 44+35, ll'R 10. T.B.M. #5 ELEV.=6.35'; 60D NAIL IN POWER POLE; STA. 45+18, ll'R M HAND TAMP SELECT BACKFILL OR GRANULAR MATERIAL 8. 1 I 11 NOTE: BANK SAND BEDDING 6" MINIMUM =_ ALL SIDES OF PIPE BANK SAND try 1-1 SK/TN CEMENT STABILIZED SAND BACKFILL COMPACTED TO 95% MAX. DENSITY ® OPTIMUM MOISTURE FORCED MAIN BEDDING DETAIL (N.T.S) 1. ALL DRIVES TO BE BACK FILLED W/ 6" MIN. CRUSHED LIMESTONE BASE, FLUSH W/ EXIST. CONC. ASPHALT PVM'T. 2. ALL ROADS TO BE BACK FILLED W/ 6" MIN. CRUSHED LIMESTONE BASE AND 2" HMAC TYPE "D", FLUSH W/ EXIST. CONC. ASPHALT PVM'T. FUTURE CONC. PAVEMENT PIP ID "= BANK SAND 1'-0" PAVED AREA /--r rvuiv-i4 M Ln[wu\ F�IPE 18" MIN-10" & SMALLER BENDS & TEE S 1 90• BEND 45" BEND 22j• BEND TEE PLUGS Z E A B A B A B A B C D 4„ 8> 16" 10" 9" 10" 6" 8" 10" 12" 10" 21 " 8" 22" 13" 12" 13" 8" 10" 13" 16" 12" 29" 10" 26" 17" 14" 17" loll 13" 16" 20" 14" 36" 12" 29" 21" 16" 21" 11" 16" 18" 24" 18" 41" 14" 35" 24„ 19» 24" 12" 20" 22„ 27" 18" 48" 16" 38" 27" 21 " 27" 12" 24" 24" 30" 20" 54" 24 48fs 401,30 40 20 1130 36 48 36 it1:72 THRUST BLOCKS SHALL BE CAST IN PLACE AGAINST UNDISTRUBED EARTH WALL. PLACE 15 Ib. FELT BETWEEN CONCRETE BLOCKING AND PIPE/FITTING TO AVOID BONDING. ALL FITTING TO HAVE MECHANICAL RESTRAINTS. BEND PLUG THRUST BLOCKING DETAIL (N.T.S.) CONTROL POINT A BENCHMARK B ELECTRICAL BOX 111 SIGN - GUY > POWER POLE • FND PROP. CORNER O TREE SHRUB SAN. SWR. M.H. 0 TREES & VEGETATION �vw�^w�7 PROPERTY LINES EDGE OF ROAD OVERHEAD ELEC. LINES - TOP OF BANK CENTERLINE OF DITCH - --- - --- - EDGE OF WATER SEWER LINE WOOD FENCE - ff- „- „- CHAINLINK FENCE -0-0-0- ASPHALT Im GRAVEL IN CONCRETE ffit�s'- 0 5Zoe OF Te�gsQU �0 o#:: *�0 oo� k.•..... RODNEY LEE SLATON� ......... 90296 ..... ...� oA- . eo ��Up S3/ONAL e seal pear�n this document was authorized by RODNEY LEE SLATON P.E. 90298, on R-ao -06 CITY OF LA PORTE PLANNING DEPT./ENGINEERING DIV. JMc 604 WEST FAIRMONT PARKWAY DWN: RLS/JR r LA PORTE, TEXAS 77571 281-471-5020; FAX: 281-470-5005 CK'D: RMO S M SOUTH LA PORTS APP'D:RLS Ut 10" FORCE MAIN Scale: 1 "=30' HORIZ. PLAN & PROFILE STA. 43+50 TO LIFT STATION #40 STA. 0+00 TO STA. 1 +26 August, 2006 1 u 'roject No.: ° 2005-7301 SHEET: 8 9 ` OF o IN IY IM 5W f 0 a cc U IL N 0) WW W 00 W F- U7 �C0 J } Z ~ U- wU) U S t6OZu- 5bW N a j— (3) 0 0 Z ZLLT _ m N m ow xm Z z z Z • a m w 0Q 08 CC U SPACING 3 PLAN TIMBER TRENCH SHORING °D SEE NOTE 4 STEEL PILING * BRACE .ET PILIN TRENCH SHORING - MINIMUM RFOUIRFMFNTS (**) SIZE AND SPACING OF MEMBERS UPRIGHTS STRINGERS CROSS BRACESI MINIMUM MAXIMUM MINIMUM MAXIMUM WIDTH OF TRENCH MAXIMUM SPACING DEPTH OF TRENCH KIND OR CONDITION OF EARTH DIMENSIONS SPACING DIMENSIONS SPACING UP TO 3 3 TO 6 6 TO 9 9 TO 12 12 TO 15 VERTICAL HORIZONTAL FEET FEET FEET FEET FEET FEET TYPE INCHES FEET INCHES FEET INCHES INCHES INCHES INCHES INCHES FEET FEET 5 TO 10 (A) HARD, COMPACT 3x4 OR 2x6 6 2x6 4x4 4x6 6x6 6x8 4 6 (B) LIKELY TO CRACK 3x4 OR 2x6 3 4x6 4 2x6 4x4 4x6 6x6 6x8 4 6 (C) SOFT, SANDY, OR FILLED 3x4 OR 2x6 CLOSED 46 4 44 46 6x6 6x8 8x8 4 6 SHEETING (D) HYDROSTATIC PRESSURE 3x4 OR 2x6 CLOSED SHEETING 6x8 4 4x4 4x6 6x6 6x8 8x8 4 6 10 TO 15 (A) HARD, COMPACT 3x4 OR 2x6 4 46 4 44 4x6 6x6 6x8 8x8 4 6 (B) LIKELY TO CRACK 3x4 OR 2x6 2 4x6 4 4x4 4x6 6x6 6x8 8x8 6 (C) SOFT, SANDY, OR FILLED 3x4 OR 2x6 SCLO HEETING 4x6 4 4x6 6x6 6x8 8x8 8x10 4 6 (D) HYDROSTATIC PRESSURE 3x6 CLOSED SHEETING 8x10 4 46 6x6 6x8 8x8 8x10 4 6 15 TO 20 (E) ALL KINDS OF CONDITIONS 3x6 CLOSED SHEETING 402 4 402 6x8 8x8 8x10 10x10 4 6 OVER 20 (E) ALL KINDS OF CONDITIONS 3x6 CLOSED SHEETING 6x8 4 412 8x8 8x10 10x10 1Ox12 4 6 1. TRENCH JACKS MAY BE USED IN LIEU OF, OR IN COMBINATION WITH, CROSS BRACES. SHORING IS NOT REQUIRED IN SOLID ROCK, HARD SHALE, OR HARD SLAG AS DETERMINED BY GEOTECHNICAL ENGINEER. WHERE DESIRABLE, STEEL SHEET PILING AND BRACING OG EQUAL STRENGTH MAY BE SUBSTITUTED FOR WOOD. (*) DESIGNATION FOR PROPOSAL (BID) PURPOSES (* *) FROM OSHA SAFETY AND HEALTH REGULATIONS PART 1926, SUBPART P. 2. SIZE OF TIMBER MEMBERS ARE ROUGH CUT TIMBER DIMENSIONS (FULL SIZE) TRENCH JACK AND STRINGER * 2ATION AS DETERMINED VTRACTOR'S REGISTERED 3SIONAL ENGINEER MAXIMI ALLOW SLOPE (DETEF BY GD ENGINE RATION AS MINED BY ACTOR'S REG. ENGINEER MINIMU ENCHM MAXIMUM ALLOWABLE WIDTH SLOPE DETERMINED BY GEOTECHNICAL ENGINEER 1' MIN. I �O' PROJECTED MAXIMUM ALLOWABLE SLOPE DETERMINED BY GEOTECHNICAL ENGINEER llld[.y:[�I:7�IY • • � 1: NOTE: CLAYS, SILTS, LOAMS, OR NON —HOMOGENEOUS SOILS REQUIRE SHORING AND BRACING TRENCH BOX * * ALTERNATE SYSTEM SAFETY END TREATMENTS N.T.S. � oS, gf OF rFk�t Q p RODNEY LEE SLATON .� ......... 90298 ....... ;0 0 ,a aaOttsS/ONAL O� ;g> �OoA�Vo 3 The seal cqYpearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on �-IQ-oc, GENERAL NOTES 1. TRENCH SAFETY SYSTEM TO MEET, AS A MINIMUM, THE REQUIREMENTS OF OSHA SAFETY AND HEALTH RECULA11ONS PART 1926, SUBPART P AND Q. 2. THE CONTRACTOR MAY ELECT TO USE AN ALTERNATE SYSTEM TO THE TIM— BER TRENCH SHORING SHOWN IN THE TABLE. THE ALTERNATE SYSTEM, BE IT A TRENCH BOX, STEEL SHEET PILING, TRENCH JACKS OR A COMBINATION OF THE ABOVE, MUST BE CERTIFIED BY THE CONTRACTOR'S REGISTERED PROFESSIONAL ENGINEER THAT IT PROVIDES EQUAL OR GREATER PROTEC- 110N THAN THE TIMBER TRENCH SHORING SHOWN ON THIS DETAIL SHEET. 3. CONTRACTOR SHALL PERFORM DAILY TRENCH SAFETY SYSTEM INSPECTIONS TO INSURE THAT THE SYSTEM MEETS OSHA REQUIREMENTS AND IS APPRO— PRIATE FOR SPECIFIC SITE CONDITIONS OF THE OPEN TRENCH. INSPEC— TIONS ARE REQUIRED AFTER RAINSTORMS OR ANY CHANGE IN CONDITIONS THAT MAY INCREASE THE POSSIBILITY OF A CAVE—IN OR SLIDE. 4. IN THE EVENT THAT TRENCH UPRIGHTS CAN NOT BE PLACED BELOW TRENCH BOTTOM AS SHOWN ON DETAIL, CONTRACTOR MUST PROVIDE ENGINEER WITH PLANS THAT DEMONSTRATE THAT THE UPRIGHTS WILL BE BRACED AND MAINTAINED IN A VERTICAL POSITION. ....__.... 5. WHERE THE TRENCH SAFETY SYSTEM CROSSES A UTILITY, THE UTILITY LINE MUST BE ADEQUATELY SUPPORTED TO PREVENT ANY DAMAGE. IN ADDITION, IN TRENCHES WITH CLOSED SHEETING, THE UPRIGHTS MUST SURROUND THE UTILITY. OPEN TRENCH SHEETING SPACING MUST BE ADJUSTED AS TO NOT EXCEED THE MAXIMUM ALLOWED SPACING. (NO SEPARATE PAY) 6. TRENCH SHALL BE DRAINED AS REQUIRED SO WORK MAY BE ACCOMPLISHED SAFELY AND EFFICIENTLY. IF NECESSARY, INSTALL DEWATERING SYSTEM TO PROVIDE A DRY TRENCH BOTTOM. DELIVER DISCHARGE FROM SYSTEM TO NATURAL DRAINAGE CHANNEL OR TO STORM DRAINS. 7.IN TRENCHES FOUR FOOT DEEP OR MORE, CONTRACTOR TO PROVIDE ADE— QUATE MEANS OF TRENCH EXIT SUCH AS LADDER OR STEPS AND THEY MUST BE LOCATED SO AS TO REQUIRE NO MORE THAN=25 FEET OF LATERAL TRAVEL 8. MEASURE "PERMANENT TIMBER TRENCH SHORING" BY LINEAR FOOT OF TRENCH PROTECTED. PAYMENT IS BY STATED SAME LINEAR FEET OF TRENCH PROTECTED EARTH CONDITIONS NOTED IN THE PROPOSAL (BID). 9. STRINGERS AND BRACES TO BE SECURELY FASTENED. 10. TRENCH SHORING SYSTEM HAS BEEN DESIGNED WITH NO ALLOWANCE FOR LIVE LOAD SURCHARGE. IF LIVE LOAD SURCHARGE IS ANTICIPATED IT SHALL NOT BE PLACED WITHIN 2 FEET OF EDGE OF TRENCH AND CONTRAC— TOR'S REGISTERED PROFESSIONAL ENGINEER SHALL DESIGN TRENCH SHOR— ING SYSTEM TO ACCOMMODATE THE ANTICIPATED LIVE LOAD SURCHARGE. 11. TIMBER SIZES ARE BASED ON STRESSES OF 1650 PSI FOR EXTREME FIBER IN BENDING AND 1450 PSI FOR COMPRESSION PARALLEL WITH GRAIN. 12. EARTH TRENCH CONDITIONS FOR THIS PROJECT ARE ANTICIPATED TO BE AS SHOWN IN THE GEOTECHNICAL REPORT AVAILABLE FROM ENGINEER. 13. TIMBER TRENCH SHORING TABLE SHOWN ON THIS DETAIL SHEET IS GOOD FOR PIPES WITH O.D. OF UP TO 48 INCHES. THE DESIGN ENGINEER SHALL PROVIDE SEPARATE DESIGN FOR PIPE WITH O.D. LARGER THAN 48 INCHES. 16.SLOPES FOR EXCAVATIONS SHALL BE AS FOLLOWS: A SOLID ROCK, SHALE OR CEMENTED SAND & GRAVELS = 90' B COMPACTED ANGULAR GRAVELS = 1/2 : 1 C RECOMMENDED SLOPE FOR AVERAGE SOLIDS = 1 o--1-- D COMPACTED SHARP SAND = 1 1/2 : 1 E WELL ROUNDED LOOSE SAND = 2 : 1 16. CLAYS, SILTS, LOAMS OR NON —HOMOGENOUS SOILS REQUIRE SHORING AND BRACING. THE PRESENCE OF GROUND WATER REQUIRES SPECIAL TREATMENT. CITY OF LA PORTE DWN: RLS/JR PLANNING DEPT./ENGINEERING DIV. ' 604 WEST FAIRMONT PARKWAY (KD: RMO LA PORTE, TEXAS 77571 281-471-5020; FAX: 281-470-5005 APP'D:RLS SOUTH LA PORTE S� "=3' FR 10" FORCE MAIN TRENCH SAFETY SYSTEM DETAILS )ate: I August, 2006 Z 'roject No.: 2005-7301 � SHEET: 9 w 9 0 a OFF'