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HomeMy WebLinkAboutDANA TANK CONTAINER WATER & WASTEWATER EXT & IMPVS 1LOCATION MAP PORTE, TE INDEX TO DRAWINGS aga XAS TITLE SHEET NUMBER COVER SHEET 1 OF 8 SITE PLAN FOR TIE IN LOCATIONS 2 OF 8 PLAN AND PROFILE FOR WATER LINES 3 OF 8 PLAN AND PROFILE FOR SEWER LINES 4 OF 8 DANA SITE PLAN 5 OF 8 LIFT STATION AND DETAILS 6 OF 8 CITY OF LA PORTE STANDARD DETAILS -WATER 7 OF 8 CITY OF LA PORTE STANDARD DETAILS -SANITARY SEWER 8 OF 8 19 ................. .................................................. ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ ..................... ................ ......... ING ............ ........ 80640 lk," ................ ...... ................ I ..................................................... 0 .... ........ EINEERIN ............ ................ * .......... ...... .... ... ............. ..... COR-P-0. .... ........ .......... ::: �d 5, ...... .. ... hA h% . W-A-Ur . i�c . ... . . . , . k . )h . A . ii . . ... %.. . . . . .. -­ "hA ... ... . ..... Riki OCTOBER 1997 PROJECT LOCATION 00 m 225 z uj V) 146 kP4'_,'6VE64bTY OF LAPORTE CITY ENGINEER 96-1*00, TIE INTO EXISTING 4" LINE FROM OFFICE PRIOR TO EXISTING SEPTIC TANKS. USE 6" LINE WITH CLEAN TELEPHONE JUNCTION BC TELEPHONE - LINES LPG PIPELINE SEE NOTE 15. 250.00' HL&P CO. EASEMENT �!L•F,����1lb�J?�'J4U;�:�:;flli7l[liX� H2 GAS PIPELINE - AIR PRODUCTS * BENCHMARK: SEE NOTE NO. 1 T.B.M. R.R. SPIKE IN ❑ ❑ • . • ,° ❑ ❑ 15' UTILITY EASEMENT EXISTING CO POWER POLE N.88'14'08"E. 1299.96' -- R_ _-+ - _ - _ _ _ _ _ _ _ _ _ - 1299.96' ---------- -------------- - -- ��- VE.-....�--------------- - - ---------------- -------- q------------\--------�- -- - - -- - - -- - - -- - - ------\�, --'----7i---'- -----�------------'-�4----- - 0' EASEMENT /�// i' \ I � I i / EXISTING FLARE EXISTING BUILDING O b - ROW 400 WATER 4"0 2y BUORCE MAIN' i P CURVE OAT t L = 72'00'02" \ R = 421.97 T = 306.58' L = 530.27' 1 PROPOSED 6" WATER 1\' 1 EXISTING t�10"0 FORCE MAIN ( 1,i I \\ I I '--------------+-------------------------------- HOUSTON PIPELINE CO. ' I I I I I \ I 1 I l i I Q EXISTING (I I I TERMINAL 24"0 GAS PIPELINE BUILDING 10' EASEMENT I I � i SE pR EXISTING PROPOSED -- I I I MHOPD HYDRO TANK MH4 WASTE WATER TREATMENT I vWi I I z LU \ TELEPHONE LINE �p� CONTAINMENT FACILITY i 3 w I I � PROPOSED I v Z I Iw WO LIFT STATION PROPOSED I i I -' I \ I _J a I a S.88'13'02"W. MH 800378' - -—200.00' - I Q I ( a ------------ - \ .\ --_-__-__-_____-__-_ y� iN \V DANA TANK CONTAINER, INC. \ DITCH I I I \ VI. I \ PROPOSED I \ FIRE HYDRANT W/ VALVE I I BORE & CASE 50' I I EXISTING VALVE \ I I I \\ EXISTING 8"0 WATER LINE LPG PIPELINE SEE NOTE 15. COORDINATE WITH PROPOSED DANA FOR TIE-IN MH #5 PUMP ROOM GROUND STORAGE TANK EXISTING MH / EXISTING 42" / STORM WATER SEWER \ END OF EXISTING 10" FORCE MAIN HWAY �2S FORCE MAIN & GRAVITY SEWER EXTENSIONS AND TIE-IN SEE SHEET 4. EXISTING CASING 0 EXISTING 8"0- WATER LINE W 8" PLUG ,8"0 GATE b g„xg„ CUT EXISTING LINE MJ TEE ABANDON IN PLACE 8"0 GATE VALVE 8"0 PLUG DETAIL SCALE: N.T.S. - IF 8" WATER LINE IS CUT AT 42" CULVERT THEN REPLACE AND LOWER LINE TO PROVIDE 4' OF COVER FROM EXISTING VALVE TO 10' WEST OF EXISTING CASING UNDER ACCESS ROAD. NOTES: 1) Contractor to field verify location of all underground utilities and pipelines prior to construction. 2) Contact utility coordinating committee 48 hrs. prior to construction. 3) Contact City of La Porte Planning Dept. (281) 471-5020, ext. 229, 48 hrs. prior to construction. 4) City of La Porte Public Works Dept. shall operate all existing valves. For coordination, call (281) 471-9650, Curtis Herrod. 5) Hydrostatic test shall be conducted at 125 PSI for no less than 2 hrs, per A.W.W.A. standard specifications for PVC C-900 water mains. Water meter must be provided to determine amount of loss during test. 6) Chlorine shall be placed in line prior to completion and thoroughly sterilized in accordance with A.W.W.A. 7) Trench top shall be graded level matching adjacent elevations. 8) Concrete thrust blocks shall be constructed at all bends and shall attain 2500 PSI at 28 days. 9) Water line crossings at sanitary sewer services shall require a 20' joint of pipe to be centered over the sewer service. 10) Fire hydrants shall be "Mueller" or "American Darling" or an approved equal by the City Engineer. 1 1) All valves shall be left-hand-open/right-hand-close. 12 All cast fittings shall be mechanical joint ductile iron & wrapped in plastic with ends taped & incidental to the cost of the pipe. 13) All cast fittings shall be inspected prior to backfill. 14 Cement sand shall be 1-1/2 sack per ton. 15) MPP Liquid Pipeline - LPG Pipeline Contact at (281) 470-4901 for location. 16) Site Benchmark: Square cut in concrete, Southwest leg of HL&P Tower, Located 25' north of and approximately 1367' west of the northwest corner of this tract, adjustment, Elev. 25.68' 17) Reference Drawing: Southtec Services Inc.. Project: SP-1 I I I I I I , 's ............................ WILLIAM T. MANNING, JR, .......................... .�. A. _ 80640 ®7_'I, ', I®,y, 4G- 740P, 4" TO METER STATION SEE DETAILS — SHEET 5 TELEPHONE JUNCTION BOX TELEPHONE LINE --------------- --H &GATE VALVE/ --- - — — — — PROPOSED 8" POTABLE WATER LINE 7 8 BLIND FLANGE -� (1) 4"dGATE VALVE (1) 8"0GATE VALVE (1) 811x8"x4"TEE 8 0-20 JOINT _ 0 i M IN 12 1 +00 2t00 TRIM, : ' t_, 3+00 LPG PIPELINE SEE NOTE 15 4 /—TOP OF BELL CURVE EDGE OF PAVEMENT BOTTOM OF DITCH MIN. 4' BURY BORE & CASE 50' PROPOSED 8"PVC WATER LINE AWWA C-900 WILLIAM T.*MANNING, JR. ..® p •, 80640 tiw�® a o •.R p,: 80sFcFGISTEQti���o l" 01111;0 0 6 , NOTES: 1) Contractor to field verify location of all underground utilities and pipelines prior to construction. 2) Contact utility coordinating committee 48 hrs. prior to construction. 3) Contact City of La Porte Planning Dept. (281) 471-5020, ext. 229, 48 hrs. prior to construction. 4) City of Lo Porte Public Works Dept. shall operate all existing valves. For coordination, call (281) 471-9650, Curtis Herrod. 5) Hydrostatic test shall be conducted at 125 PSI for no less than 2 hrs. per A.W.W.A. standard specificatioi for PVC C-900 water mains. Water meter must be provided to determine amount of loss during test. 6) Chlorine shall be placed in line prior to completion and thoroughly sterilized in accordance with A.W.W.A. 7) Trench top shall be graded level matching adjacent elevations. 8) Concrete thrust blocks shall be constructed at all bends and shall attain 2500 PSI at 28 days. 9) Water line crossings at sanitary sewer services shall require a 20' joint of pipe to be centered over the sewer service. 10) Fire hydrants shall be "Mueller" or "American Darling" or an approved equal by the City Engineer. 1 1) All valves shall be left—hand—open/right—hand—close. 12 All cast fittings shall be mechanical joint ductile iron & wrapped in plastic with ends taped & incidental to the cost of the pipe. 13) All cast fittings shall be inspected prior to backfill. 14 Cement sand shall be 1-1 2 sack per ton. 15) MPP Liquid Pipeline — LPG Pipeline Contact at (281) 470-4901 for location. 16) Ownership of water lines shall be transferrred to the City of LaPorte upon completion and acceptance of construction. 96-7GOa a s 3 pd 0 0 �x w � W � a m a� d � Z n N a W m U O I REV/S/ON TO SAN/TARP SEGYER L/NE o MADE BY THE CITY of La PORTS 211171194 (6'ZP hlK 9-T-67019) 00 EXISTING 8"X 20'OF 155'PVC SANITARY SEWER EXISTING SAN SEWER MH STA 6+25, 2151T TOP OF MH EL 20.75 FL EL 14.03 _ _ _ _ -- 6" EEL CASING N 3° 18 52 W 15 00 7 PLUG AND ABANDON EXIST 8" SAN SEWER I — f f REMOVE EXIST SANITARY SEWER MH — PROP LT ROW �.—._.—.—._.� pC N PT _ 10... D I 16" STEEL CASING EXISTING I SENS RD z S w N 3.18'53"W rrlI I I I E EXIST ROW N I I 11 / / CDD... — ............................................................... I....II....//......� ... . 0 J ILL... FUTURE 15 410'x 8" PVC ® 0.33% EXIST ROW T"iSTEEL CASING r_C_T7TU4-.-97 6• J 435'-15" SANITARY SEWER ® .1 PROP RT ROW::** OW—*' 6' MIN. EXISTING SAN. SEWER MANHOLE PROPO; TOP OF MH EL. 21.50 SWR. FL WEST 15.51 8" PT 20+ ca .rn ........ ......... . .... - PC 20+72.72 /�J 8" WATER LINE 20+00 N 3°40' 9"w _ 153'- I����`�rlRei6�'►�/ti��l��l►1�1 END OF EXISTING 10" FORCE MAIN LT ACCESS.RD 2+ 11.71 =22+46:89 / RT ACCESS RD 2 N /18'53"W STA/16+20.72 RT.'FRONTAGV XD. 101 EXIST16" CASI G vv U d OR WATER I / EXIST. 18" CASI G FOR ;•10" FORC M IN C NOTES: = 1. OFFSET DISTANCE IS FROM _ I@ SENS ROAD(F) TO � OF MH UNLESS OTHERWISE STATED. 2. CONTRACTOR SHALL REPLACE ALL _ = EXIST SAN SEWER CONNECTIONS. THE LOCATION OF SERVICE CON- NECTIONS SHOWN ARE APPROX AND - NOT ALL EXIST CONNECTIONS ARE = SHOWN. 3. ALL MANHOLES SHALL HAVE IN FLOW PROTECTORS INSTALLED. 4. OWNERSHIP OF SANITARY SEWER LINES AND FORCE MAIN SHALL BE TURNED OVER TO THE CITY OF LAPORTE UPON COMPLETION AND ACCEPTANCE OF CONSTRUCTION. FL NORTH 15.46 15" E ISTING 12" WATER LINE PRIOR TO REROUTING T E WATER OR ANY CONSTRUCTION OF NATURAL GROUN PROPOSED MH THE SANITARYSEWER LINES. 25 25 25 EXISTING SAN SEWER M TOP F MH - ABOVE GRADE CONCRE E PAVEME T TO OF MH L 21.50 SOUTH I[ EL. 16.20 BORE U DER OR REPLACE AS EXISTING FL EST 15.51 8" NORTH fL" EL. 16.25 20 FL ORTH 15. 6 15" WATE LIN OP OF M - 6 BOVE GRADE 20 BOTTOM F DITCH EXISTING 12" IF NE DED NORTH EL. 16.59 "FM - - - WATER LINE PROPOSED 1 15 45' BENS TO BE SECURED'WITH 15 A, u -- 495' F 15"PVC SDR 26 SANITARY SEWER ® 0. 5% 195'OF 15"PVC SD 26 SANIT RY SEWS ® 0.157 REROUTE " 12 WATE LINE ABO MECHANI EBAA IRON AL JOINT 2000 PV RESTRAIN OR APPROVED EQUAL THE 15" SANITARY EWER LINE TO EXI TING 10"F PROVIDE A MIN.6"G BETWEEN THE 2 10 10 WATER LINE ANDS ER LINE. ---- - - - - - - - - - _ _ - - _ _ 10 CENER F JOINT OIN SANITARY 0F'rFs�i 1 LINET AT WA R CROSSIN�ER L___ ____ _____ ____ __ TIE-IN TO EXISTING �* *® NO EXISTING 10"FM 18" BORE & CASING T.MANNING, JR.> 9to� ....80640 ••. .....:.d P EX 10'5-ate 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 SAN ITARY SEWER LINE RELOCATION SAN ITARY SEWER LINE ALONG SENS RD SCALE: PLAN 1 "= 50' HORIZ. PROFILE 1 "= 5' VERT. D.S DIVDNO. FEDERAL AID PROJECT NO. ET NO. 6 STP ( )MM 1434 STATE DIST. COUNTY TEXAS 12 HARRIS CONT. SECT. JOB HIGHWAY NO. 0502 01 132 1 SH 225 BASE SHEET BY: CITY OF LAPORTE CITY OF LAPORTE COMMENTS REROUTING OF SANITY SEWER AND CITY OF LAPORTE COMMENTS REVISION )ANA TANK CONTAINER, INC. LAPORTE, TEXAS WATER AND WASTEWATER PENSIONS AND IMPROVEMENTS PLAN & PROFILE FOR SEWER LINES 7/2000 3/2000 DATE ENGR.: W.T.M.J. SCALE: 1 "=50' DRAWN: DSG DATE: 3 97 JOB NO.: 488 SHEET 4 of 8 r7W 0" r H� a �z z z in w �m N �¢ } F j m oM w �o a0 w� z� % 0"PLUG TRAFFIC CONTROLLER— TELEPHONE - JUNCTION BOX TELEPHONE LINE LPG PIPELINE' SEE NOTE 15. 4"FORCE- MAIN 10"x10" 10"X4" TE I TEE \-10"PLUG - EXISTING 10"FORCE MAIN 8" 0 PROPOSED WATER LINE AWWA C-900 9 T.B.M. R.R. SPIKE IN POWER POLE N.8814'08"E. 1299.96' _ =- I TIE INTO EXISTING 41INE ' (2)4"-45° BENDS AFTER LIFT STATION AND 10 EASEMENT AND 4"GATE VAL FORCE MAIN ARE OPERATIONAL. � G/ 3'-3" IE AT TIE IN 24.05' GROUND ELEVATION 26.55't 106'-6" -- FLARE COORDINATE WITH X - _ EXISTING FENCE-----*. �C DANA FOR TIE-IN FAO PROPOSED --- SpRzs\W® 4 O WATER LINE PUMP ROOM 295' ® 0502 PMRO#1 GROUND STORAGE TANK GR UND ELEV. 26.52 EXISTING SEPTIC TANKS \ I.E. S.E. 22.52' t TO BE CLEANED AND REMOVED \ 21 0 61E. N.W. 22.57' o UPON COMPLETION AND STARTUP \ eo OF LIFT STATION A D F RCE MAIN. \ Gp �� " S'O,p � HYDRO PROPOSED 40 PVC c� FORCE MAIN (2' BURY) \ 3' I P/L CURVE DATA - \® 13' M Z w 45' 4" GATE VALVE WITH VALVE BOX ` JUST INSIDE PROPERTY LINE DETAIL SCALE: N.T.S. — H 2 GAS PIPELINE - AIR PRODUCTS C 2 GAS PIPELINE - AIR PRODUCTS a Q 4 EXISTING COVER a ° t t IE EAST 22.46' IE SOUTH 22.41' PROPOSED MH #5 133'OPVC N :z EXISTING TERMINAL BUILDING N TANK �s. M .- �= 72000'02" Qs PROPOSED MH #2 R = 421.97 �$ GROUND ELEV. 27.13 2 \\ I.E. S.E. 21.69' T = 306.58' _ \ I.E. N.W. 21.74' L = 530.27' cps_ 3" ' EXISTING 10"0 FORCE MAIN 4"FORCE MAIN PROPOSED 8" WATER LINE 4" WATER LINE PROPOSED FENCE EXISTING POST PROPOSED GATE 4" CONCRETE PAD \--- 4" O GATE VALVE PFzOPo EXISTING FENCE �O '5'0 LIFT STATION GROUND ELEV. 26.46' 6"0 IE ® LS 21.11' 8"0 IE ® LS 20.05' . \ - - S.88°13'021W. 800.78' ��-TELEPHONE LINE 3 �`--_LPG PIPELINE SEE NOTE 15. DITCH s PROPOSED GATE EXISTING POST CONTACT CITY FOR METER INSTALLATION & SPECIFICATIONS 2" GATE VALVE 2" BACKFLOW PREVENTER(RPZ) -2" GATE VALVE -2" METER -2" GATE VALVE EXISTING FENCE PROPOSED 4"OPVC FORCE MAIN PROPOSED MH #4 IE NE 21.76' IE SE 21.71' ®0°33% PROPOSED MH #3 IE NW: 21.16' IE W: 21.11' 2"GATE VALVE 4"x2" REDUCER 3' ABOVE GRADE GALVANIZED STEEL OR DUCTILE IRON ABOVE GRADE GALVANIZED ADJUSTABLE F- PIPE SUPPORTS TO PROPOSED -_ 8" WATER MAIN WATER & FEED DETAIL 2 SCALE: N.T.S. - EXISTING BUILDING EXISTING MH RIM ELEVATION 27.63' IE WEST 23.13' EXISTING MH WASTE WATER TREATMENT CONTAINMENT FACILITY (O PROPOSED -= 4"0 FORCE MAIN �- SITE BM ON TOP OF WALL ELEVATION 29.35' -GRADE APPROXIMATELY 27.11' PROPOS 3' GATE PROPOSED 3'x3' SAMPLER PAD CONTACT CITY FOR METER INSTALLATION METER 94"x2" CATIONS GATE VALVES BACKFLOW PREVENTER REDUCER 4,_ �_ 4" CONCRETE PAD I TO TIE IN POINT ® 5:" S ®*............................ WILLIAM T. MANNING, JR.$ ELEVATION g++P.. 80640 5 a�ov 10 NOTES: 1) Contractor to field verify location of all underground utilities and pipelines prior to construction. 2) Contact utility coordinating committee 48 hrs. prior to construction. 3) Contact City of La Porte Planning Dept. (281) 471-5020, ext. 229, 48 hrs. prior to construction. 4) City of La Porte Public Works Dept. shall operate all existing valves. For coordination, call (281) 471-9650, Curtis Herrod. 5) Hydrostatic test shall be conducted at 125 PSI for no less than 2 hrs. per A.W.W.A. standard specifications for PVC C-900 water mains. Water meter must be provided to determine amount of loss during test. 6) Chlorine shall be placed in line prior to completion and thoroughly sterilized in accordance with A.W.W.A. 7) Trench top shall be graded level matching adjacent elevations. 8) Concrete thrust blocks shall be constructed at all bends and shall attain 2500 PSI at 28 days. 9) Water line crossings at sanitary sewer services shall require a 20' joint of pipe to be centered over the sewer service. 10) Fire hydrants shall be "Mueller" or "American Darling" or an approved equal by the City Engineer. 1 1) All valves shall be left—hand—open/right—hand—close. 12 All cast fittings shall be mechanical joint ductile iron & wrapped in plastic with ends taped & incidental to the cost of the pipe. 13) All cast fittings shall be inspected prior to backfill. 14 Cement sand shall be 1-1 2 sack per ton. 15) MPP Liquid Pipeline — LPG Pipeline Contact at (281) 470-4901 for location. 16) Ownership of water line from 8" to meter shall be turned over to the City of LaPorte upon completion and acceptance of construction. 17) Ownership of force main offsite of DANA property shall be turned over to the City of LaPorte upon completion and acceptance of construction. 18) All sanitary sewer lines, liftstation, force mains and water lines located on DANA property shall remain property of DANA. PROPOSED 6" O SANITARY SEWER PROPOSED FENCE PROPOSED 10' GATE N PROPOSED 10 5'0 LIFT STATION Z EXISTIN FENCE 8"0 INDUSTRIAL SEWER 8 PROPOSED FENCE PROPOSED LIFT STATION 3 SCALE: N.T.S. - 2 CITY OF LAPORTE COMMENTS 7/2000 1 REROUTING OF SANITARY SEWER 3/2000 AND CITY OF LAPORTE COMMENTS NO. I REVISION DATE DANA TANK CONTAINER, INC. LAPORTE, TEXAS ° WATER AND WASTEWATER EXTENSIONS AND IMPROVEMENTS DANA SITE PLAN ENGR.: W.T.M.J. SCALE: 1 "=50' DRAWN: DSG DATE: 3 97 JOB NO.: 488 SHEET 5 of 8 -7(o0a�. x w V m 2 j a N � rvm J �y m ¢a > o xH N n a� jZ�I 0 m 00 d- 12" PIPE WITH COVER 2" TAP FOR FLOW 4"X4" TEE W/ 2- SENSOR 2"X4" BUSHINGS 4" FORCE MAIN SIGNAL CABLE TO FLOW METER 120V GFI WP OUTLET FOR SAMPLER y + + + + + + + + + + + r + + 6"x6"PVC �j + ++++++++++++++ SAMPLE TUBE /LJ +++++++++++++++ ACCESS BOX + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + +++ + + + + + + + + + + + + + + + + + + + + + + + + + + NOTE: 2 ea.-- FLYGT MP CONFIGURATION M3102 IMP #212 GRINDER PUMPS ON GUIDE RAILS 5 HP,--- 3 PHASE,--- 480 VOLT 100 SPM @ 50FT HEAD 140 SPM © 30FT HEAD SINGLE PUMP PERFORMANCE 12" ACCESS PIPE W/ CC 3" GALV. VENT WITF S/S SCREEN 48" 1 2" TAP FOR FL W SENSOR m -FILL TO TOP OF 4" WITH PEAT GRAVEL 4" FORCE MAI 0 1 0 r COAT INTERIOR OF WET WELL WITH COAL TAR EPDXY 5'-0" 2" GATE VALVE 2" CHECK VALVE 2" UNION 2" 90° 2" GALV. PIPE 2"PIPE FOR SAMPLE TUBE S/S_ GUIDE RAILS SIZED PER MANUFACTURER D„ ACCESS COVER MINIMUM OPENING SIZE ( 48" X 30" ) ^^" ^'"' '"'^ 7UTLET ELECTRICAL CONTROL PANEL (SEE DETAIL - THIS SHEET) FLOW METER N /— ELECTRICAL CONTROL PANEL (SEE DETAIL - THIS SHEET) TOP OF LS 27.50' r— NG ELEVATION t 26.46' INFLUENT PIPE (6" and 8") 6" IE 21.11 8" IE 20.05' LAG PUMP ON 22.0' ;a HIGH LEVEL ALARM 21.0' r LEAD PUMP ON 20.0' ALL PUMPS OFF 18.0' ��\. /�j • BASE ELEVATION 17.0' e d 7'-0» PAD WITH #4 REBAR ON .. - 12" CENTERS EACH WAY H N 120V FROM X-FORMER IN CONTROL PANEL U) cn a_"TPFR m �`�j FS1 ALL OFF _--y—— FS2 LEAD ON FS4 LAG ON CR2 H� f CR1 I 2 P c2 P A T L--J m N I— - IN UMP #1 H 0® E A A —I f IN PUMP #2 00 H (TO TEST) 0* MS1 CR11� 4CR1 Ms1 PUMP ON GREEN) SEAL FAILURE (RED) PUMP #2 MS2 OL'S -I ETM M32 PUMP ON GREEN) F SEAL FAILURE (RED) I I •— I A — FS3 [_---- J RED ROTATING BEACON HIGH LEVEL ALARM LIGHT, MOUNTED ON TOP OF PANEL LIFT STATION PUMP CONTROLS 1 5/8" GALV. UNISTRUT 2" SEALTITE (Typ. of 3) 2" GALV. WELD COUPLING - (Typ. of 3) 120V GFI WP OUTLET FOR SAMPLER LIFT STATION ALARM LIGHT CONTROL PANEL UNISTRUT SHALL BE ANCHORED TO SIDE OF LIFT STATION WITH GALV. ANCHORS SIZED TO SUPPORT THE WEIGHT OF THE CONTROL PANEL. FEED BY OWNER L/S PANEL MOUNTING DETAIL N.T.S. NOTES 1) PROVIDE POWER TO FLOW METER AS NEEDED. 2) PROVIDE GFI 120V OUTLET FOR SAMPLER AT CONTROL PANEL. 3) SIZE X-FORMER FOR CONTROLS AND 1-15 AMP OUTLET CIRCUIT. 4VILLIAM T. MANNING, JR:® 80640 GG q•. ................. •••.'r• ggyFSFCi/S..... 0°So°ao I0. 5 2 CITY OF LAPORTE COMMENTS 7/2000 1 REROUTING OF SANITY SEWER 3/2000 AND CITY OF LAPORTE COMMENTS NO. REVISION DATE DANA TANK CONTAINER, INC. LAPORTE, TEXAS ° WATER AND WASTEWATER EXTENSIONS AND IMPROVEMENTS LIFT STATION & DETAILS ENGR.: W.T.M.J. SCALE: N.T.S. SHEET DRAWN: FWA DATE: 3 97 JOB NO.: 488 6 Of 8 Q!o-%%0 a E+ PP�q _ ww Haam, w � w � z is N n O� �w H oa W MO o a w W� a� GRAVEL OR BROKEN STONE CONCRETE THRUST BRACING CLASS "B" CONCRETE O FACE TO STREET GATE VALVES \ 18"X18"X4" CONCRETE PAD ELEVATION (USE MECHANICAL JOINT FITTINGS) .�• .� r' 'r • 0 0 D• 0 0 ' •' .r., .. '. i.♦ 0 900 (1 /4) BEND (USE MECHANICAL JOINT FITTINGS) 1'-6" MINIMUM PLAN (USE MECHANICAL JOINT FITTINGS) STANDARD INSTALLATION OF FIRE HYDRANT 45' (1 /8) VERT. BEND (USE MECHANICAL JOINT FITTINGS) CONCRETE THRUST BRACING CLASS "B" CONCRETE --.\ WATER MAIN d ° d a.. 'a °d d d ° 0.5" AS REQUIRED BY VALVE USED L #4 REBARS AT 18" O.C.E.W. SECTION "A -A" (USE MECHANICAL JOINT FITTINGS) VALVE BOX TWO—PIECE SCREW TYPE 45' (1/8) HORIZ. BEND (USE MECHANICAL JOINT FITTINGS) 01 1.0 MIN. 11 :. �..., ..... ..: :.. ....... �... . SECTION "B-B" (USE MECHANICAL JOINT FITTINGS) BLOCKING FOR GATE VALVES 16" AND LARGER I/IF F L_u F LUU BLOW OFF DETAIL (USE MECHANICAL JOINT FITTINGS) CROSS (USE MECHANICAL JOINT FITTINGS) °:* ............I....... WILLIAM T. MANNING, JR. ................................ 3 _ 80640 ea 7'1 10,5. CEMENT GROUT D BACKFILL PAD 3" THRU 6" VALVES 1.25' SQ. 8" THRU 14" VALVES 1.5' SQ. GATE VALVE BLOCKING 14" AND SMALLER (USE MECHANICAL JOINT FITTINGS) TEE (USE MECHANICAL JOINT FITTINGS) DANA TANK CONTAINER, INC. LAPORTE, TEXAS WATER AND WASTEWATER Q� P XTENSIONS AND IMPROVEMEN'' 1 1/2" HMACCC TYPE "D" HARRRIS CO. MIX DESIGN ASPHALT DRIVE WATER MAIN CROSSING 4.0' AVG. COVER 2.0' MIN. COVER AT DITCH CROSSING WATER MAIN 5 ws I 1 la I_C u. NATURAL BACKFILL `— 6" FULL WRAP BANK SAND BEDDING BEDDING CROSS SECTION WYE (USE MECHANICAL JOINT FITTINGS) 2 CITY OF LAPORTE COMMENTS 7/2000 1 REROUTING OF SANITARY SEWER 3/2000 AND CITY OF LAPORTE COMMENTS NO. REVISION DATE ENGR.: W.T.M.J. SCALE: NTS SHEET DRAWN: FWA DATE: 02 96 JOB NO.: 488 7 Of 8 J WOO FC�/� Pi ❑ W Z Z N � N m H � w (�� S O • a > E� G � U i¢ p �U a0� oo ►'az00 u 9 B M) —4 BARS BOTH WAYS AT 12" C.C. STANDARD CAST IRON MANHOLE FRAME & COVER. CONC. CAP FCLASS B" CONC. SECTION B - B DROP MANHOLE N.T.S. in ST. 23 FRAME A ^^'• Min. 1- -' Min. 3" � CLASS AA CLASS ,Q "A" CEMENT STABILIZED SAND PLACED BEFORE PIPE IS LAID UP TO FLOW LINE OF PIPE OR ABOVE - MINIMUM DEPTH 5". "B" CEMENT STABILIZED SAND, THOROUGHLY RODDED, PLACED AFTER PIPE IS LAID. "C" EARTH FILL PLACED SAME DAY AS PIPE IS LAID. "D" EARTH FILL PLACED NEXT DAY (OR LATER) AFTER PIPE IS LAID. NOTE: CLASS A BEDDING USED ON ALL SEWERS 15" AND LARGER UNLESS OTHERWISE SPECIFIED. BEDDINGS FOR PIPE SEWERS N.T.S. 12" 4' MIN 10'-0" SAN. SEWER 3 �— T O „ STAKE 12 RADIUS BEND 3/4 T 12" x 4" WYE 4" HOUSE SERVICE 10" x 4" WYE LIMIT OF PAYMENT STOPPER 8" x 4" WYE CEMENT STABILIZED D OPTIONAL WYE SADDLE SAND CAN BE USED IN PLACE COMPACTED BACKFILL MIN OD+12" OF THE IN —LINE WYE TAMPED IN 6" LAYERS MAX OD+18" TYPICAL SHORT SEWER TAP CONCRETE PAVEMENT N.T.S. N.T.S. BACKFILL WITH IN -SITU MATERIAL. COMPACTED TO 95% OF STANDARD PROCTOR DENSITY EXISTING CONCRETE PAVEMENT :2:3 H,E,S CONCRETE SECTION A -A SHALLOW SAN. SWR. MANHOLE N.T.S. 3/4„ 1 13/16 m ro M � n 3 1/2 1/2" /4 1" SEC. OF COVER T RU 1/2" x 2-1/2' RECESS 1/2" x 2-12" RECESS SEE DET L 3/4" HOLES LEIT&RS TO BE RAISED 1/8" AND 2 HIGH USING LINES1/4„ WIDE. GROOVES 33///4" TO 1" SPACESDEEP APPROX. 16 7/8 11 3/4 1 13/16 5/16 5/16 -- 7 13/16 0 30 5/16 I M /'d o v 15 /4 1 q• 1 1/2 \ \ 21 16 3/4 r7 HALF SECTION 32" MANHOLE COVER �iALF SECTION WITH FRAME 23.5 MANHOLE COVER NO.F. WITH FRAME MATERIAL CAST IRON A.S.T.M. A-8 4 - 12" C ,jTERING LUGS CLASS NO. 20 FOR 23-12 COVER 5-12 CgNTERING LUGS FOR 32 COVER STANDARD MANHOLE FRAME &COVER NO DIRECT PAYMENT FOR CEMENT STABILIZED SAND III O —I p z FLOODN w O N ^ ci ci -0 YEAR PLAIN ELEV.= Ir p `a SHAPE CEMENT STABILIZD d t 2 1/2" WATERPROOF ED FIRM SOIL a FIRM SOIL _ SAND TO CONFORM TO PIPE BOTTOM AT GRADE - - MANHOLE FRAME AT GRADE \ W/BOLTED COVER AND ,N 3 NEOPHRENE GASKET. ALL w BOLTS AND NUTS OR SCREWS BEDDING DETAIL FOR BEDDING DETAIL FOR CLASS "A" CONCRETE ° MUST BE STAINLESS STEEL. REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE FINISHED GRADE SEWERS 36" IN DIAMETER SEWERS 42" IN DIAMETER (VENTED M.H.'S ONLY) AND SMALLER AND GREATER 1. CEMENT STABILIZED SAND PLACED BEFORE 1. CEMENT STABILIZED SAND PLACED BEFORE PIPE IS LAID - TO 7" MINIMUM DEPTH. PIPE IS LAID - TO 10" MINIMUM DEPTH FOR 42"-60" PIPE AND 14" MINIMUM DEPTH FOR 66" PIPE AND GREATER. 2. CEMENT STABILIZED SAND, THOROUGHLY RODDED, PLACED TO SPRINGLINE AFTER PIPE IS LAID. NOTES CEMENT STABILIZED SAND TO CONFORM TO SPECIFICATION ITEM 433 TRENCH WIDTHS: PIPE LESS THAN 30" DIA. MAX. - 1'-6" + O.D. OF PIPE MIN. - 1'-O" + O.D. OF PIPE PIPE 30" DIA. AND GREATER MAX. - 2'-0" + O.D. OF PIPE MIN. - 1'-4" + O.D. OF PIPE DETAILS OF ORDINARY PIPE BEDDING N.T.S. (WHERE SATISFACTORY SOIL CONDITIONS EXIST) WIME 11 i�ar 32" COVER WITH FRAME N.T.S. STANDARD CITY OF HOUSTON MANHOLE 23 1/2 COVER WITH FRAME N.T.S. #NOTE: WHERE TOP OF UPPER BEND WILL EXTEND MORE THAN 5 FEET ABOVE FINISHED GROUND ELEV., VENT PIPING WILL BE 2 1/2" OR 3", I.D. WATER PROOF MANHOLE WITH VENT N.T.S. CLASS B �a�ommmmm�����mW BELL AND SPIGOT 71:1i TONGUE AND GROOVE DETAIL OF PIPE JOINTS N.T.S. 0 0 0 O N 0 0 10" OP OF SLAB " 1 12" 1" FOR 8" PIPE SECTION A -A ADJUSTABLE PIPE SUPPORT DETAILS N.T.S. BA5E MATERIAL CUMPAGIEL TO 95% OF STANDARD I PROCTOR DENSITY BACKFILL WITH IN -SITU MATERIAL. COMPACTED TOD PROCTOR DENSITY III —III —III NO DIRECT PAYMENT FOR N CEMENT STABILIZED SANE Q___7 SHAPE CEMENT STABILIZEI FIRM SOIL SAND TO CONFORM TO PIPE BOTTOM AT GRADE BEDDING DETAIL FOR REINFORCED CONCRETE PIPE SEWERS 36" IN DIAMETER AND SMALLER EN01rnr ..,.I SOIL AT GRADE 1. CEMENT STABILIZED SAND PLACED BEFORE 1. CEMENT STABILIZED SAND PLACED BEFORE PIPE IS LAID - TO 7" MINIMUM DEPTH PIPE IS LAID - TO 10" MINIMUM DEPTH FOR 42"-60" PIPE AND 14" MINIMUM DEPTH FOR 66" PIPE AND GREATER. 2. CEMENT STABILIZED SAND, THOROUGHLY RODDED, PLACED TO 1'-0" ABOVE THE TOP OF PIPE, AFTER PIPE IS LAID. NOTES CEMENT STABILIZED SAND TO CONFORM TO SPECIFICATION ITEM 433 TRENCH WIDTHS: PIPE LESS THAN 30" DIA. MAX. - V-6" + O.D. OF PIPE MIN. - 1'-0" + O.D. OF PIPE PIPE 30" DIA. AND GREATER MAX. - 2'-0" + O.D. OF PIPE MIN. - V-4" + O.D. OF PIPE DETAILS OF BEDDING FOR PIPE CONSTRUCTED UNDER ROADWAY N.T.S. AGGREGATE. I � ANDD STRUT AS REQ' AMA -..._. B MIN . TRENCH WIDTH O.D. PIPE DIAf2' Al PIPE O.D. PIPE I.D. In :•: 61 MR 14. 4' x 4 SI ® 4 C.C. FILL SPACE BETWEEN FLOOR AND SILWITH GRAVEL SPREADERS: 2" BOARDS AS REQUIRED L WET SAND CONSTRUCTION DETAIL N.T.S. LIMIT OF PAYMENT EXISTING ROADWAY TAKE MD OF PAYM OPPER 12" x 4� WYE 18" X 4 NE 4" HOUSE SERVICE AT 1.0 %MIN. SLOPE TYPICAL LONG SEWER TAP NOTE: A2x2x2'-O" STAKE SHALL BE N.T.S. PLACED IN THE SURVANCE DIRECTLY ABOVE THE WYE. STAKE SHALL BE EXPOSED 6" & PAINTED RED. e CEMENT STABILIZED EARTH SAND BACKFILL BACKFILL 9" MAX. 9" MAX. 6" MIN. = z 6" MIN. z ¢o �o �i m.::: �n m BELL ON BELL ON B&SPIPE 8&SPIPE U U " MIN. MIN. 4" MIN. " MIN. UNDER STREET OR DRIVEWAY PAVEMENT NOT UNDER STREET OR DRIVEWAY PAVEMENT NOTES: (E OF TF ® SKP........... tj. I 1. "CEMENT STABILIZED SAND" FOR BEDDING OR BACKFILL SHALL BE COMPACTED IN ACCORDANCE S �9 WITH SECTION 02221 AND SHALL MEET THE REQUIREMENTS OF SECTION 02229 OF THE SPECIFICATIONS. ®..: 2. "EARTH BACKFILL" SHALL BE COMPACTED IN ACCORDANCE WITH AND SHALL MEET THE REQUIREMENTS P WILLIAM T.MANNING, JR.,$ OF SECTION 02221 OF THE SPECIFICATIONS.•• ...............................® 3. 6 INCHES OF "CEMENT STABILIZED SAND" BEDDING SHALL BE PLACED IN THE BOTTOM OF THE TRENCH It •• 80640 ��® BEFORE LAYING THE PIPE AND MAKING UP THE JOINTS. edOR gFGlS EPA®'-��® �68FS••., T C BEDDING FOR SANITARY SEWERS N.T.S. t o -