The URL can be used to link to this page

Home My WebLink About04-7102 F-PKWY & R.R. 8-IN S.S. RELOCATE (A)1 J I SHEET INDEX LLLL LL LL / V LLL L t LLLL L L 1. L L L 1- L LLL 1 L LIILLLI.LLL IL L'I TEXAS MAYOR PRO-TEM Peter Griffiths COUNCIL A 'i HARRY BRIAN WALKER li (� .pt 53225 Charlie Young ``kk— GIs Michael Mosteit 44 LOCATION M AP Chuck Engelken Barry Beasley %ONALE�G Not to Scale Howard Ebow Tommy Moser HARRIS COUNTY KEY MAP: 580—E APPROVED BY: DATE: ARRY 01WALKER, P.E. CLAUNCH & MILLER, INC. CITY. MANAGER. APPROVED CONSTRU TION PISS FLANS APPROVED BC Y • DATE /2 D Debra F e a z e I I e Notice in writing must be sent to Harris County Engineering and Commissioner's Precinct No Z 48 hours in advance of start 7 I O 2 — 2 00`"f 5HEET I OF 3 J� M w LL W Oa r> IL HALF SECTION HALF SECTION UNDER _.--UNDER PAVEMENT NATURAL GROUND PAVEMENT NATURAL GROUND 4 y3 V [25mml DIA HANDLING HOLE li 2y. y MAMMA �- SELECT FILL SUBGRADE ii� ✓ �1T RANDOtvj BACKFILL,IN, TRENCH:ZONE PER TRENCH ZONE _ -�7 ' j SPECIFICATIONS BACKFILL o0 �. INITIAL w;w coN BACKFILL P CEMENT -STABILIZED 1r : '' •iz SPRING LINE 81 11/16" DIA 2076mm SAND EMBEDMENT MIN - oo MIN [ ] (SEE NOTES) f 78 3/8" DIA [1991mm] - HAUNCHING j 415/i6" [126rnm] ? 72 5/8" DIA [1844mm] 14 7/8" .. '.SEE NOTE 4 L..• _ _ „i {., BEDDING [377rnm] ..: '... [220mm] 84" DIA TYPICAL CROSS-SECTI,ONI I` (2134mm] NOTES: I 106 7/16" DIA [2703mm] I. THIS DETNL MAY BE USED ONLY 3. MAX TRENCH WIDTH SHALL BE NOT FOR DRY STABLE TRENCH CONDITIONS. - GREATER MIN TRENCH WIDTH " FRAME SECTION SEE SPECIFICATION FOR REQUIREMENTS PLUS: 24 NC ES; .UNLESS OTHERWISE IN OTHER CONDITIONS. NOTED. ,I 4 MIN. BEDDI�6 DEPTH SHALL' BSE 12'INCHE§. J MACHINED SURFACE 2. MIN TRENCH WIDTH SHALL BE PIPE OD , , +--- PLUS AN �. EAST JORDAN IRON WORKS, INC. P.O. BOX 439 AST JORDAN, MI, 49727 1-800-874-4100 FAX 231-536-4458 DRAWN DATE --SDB 01/07/00 APPROVED DATE V-1418-2 FRAME PRODUCT NO. 41418216 CATALOG NO. V-1418-2 REF. PRODUCT DRAWING 41418216 EST, WT. FRAMEI 105 LBS 48kg. OPEN AREA N/A MAT'L SPEC. FRAME - GRAY IRON ASTM A48 CL3 LOAD RATING HEAVY DUTY NOTES ON USE OF STANDARD DETAIL SAN-015 SEE TABLES 2 TO 5 FOR ACCEPTABLEMAIN fNTERSECTING eWGtE FOR EACH PIPE LINE SEE TABLES 2 TO 5 FOR ACCEPTABLE INTERSECTING TABLE 3' NOTES TO SPECIFIER: - SIZE OF PIPE ANGLE FOR EACH S12E OF PIPE MINIMUM ANCLE AND INTERSECTING PIPE ID SIZES FOR 6'-D" DIA MANHOLE 1. .' INDICArES THAT A SPECIAL. DESIGN OR TRS NBYT LARGER MANHOLE SIZa SHALL BE VSRD 5'-TJ TO __.. _... 8'-a PRECAST INTERSECTING CONCRETE MANHOLES PIPE 45' MAXIMUM MAIN PIPE LINE SEE TABLE 1 FOR MAXIMUM DIAMETER FOR MAIN PIPES FROM STRAIGHT THROUGH TO 45' DEFLECTION SEE TABLES 2 TO 5 ///---FOR ACCEPTABLE / INTERSECTNG 2. XSrAN a E17 6 F t BASED ON d JTB7 SEPARATION ➢wazz a 'S' OF 16.6' OR 7=911 ECTION PIPa OD/Z, -..... t/TIRSPEP. IS CP.aSTEP VG 2WH ANHO AND INrERSEC7TNC PIPES ALONG TAE YANROLa INSME 7TALL ARC. S. PJPE TALL 22UCMESS US" LV TABLSS a TO 6 ARE RASED ON RCP. TRa DESIGN ENGINEER AFAY CALCVLAra TO SXX IP TM"R FALL PIPES CAN Aa'Pr TRIT SEPARATION CRIMM FOR ANGLES SMALLER THAN THE r"US ALL017. 4. LIYITAPIONS TO BASE HaICRr ARM BASED ON RNS152WO BODYANT VPLIPT AORCES BASED ON IFAraR AT CROVND SVRPACa AND A SAraTT FACTOR OF 1,20. _ 5, d SPECIAL DESIGN IS REWIRED IF JWMOZa ID 1S GREATER 777AN a P7: MAIN PIPE ANGLE FOR EACH LINE SIZE OF PIPE TABLE 4 _ MINIMUM ANGLE AND INTERSECTING PIPE 10 SIZES FOR 7'-0' DIA MANHOLE - MAN PIPE LINE INTERSECTING SEE TABLE i FOR PIPE MAXIMUM DIAMETER 5'-CT TO 8'-(T PRECAST CONCRETE MANHOLES FOR MAIN PIPE WITH 45' TO 99 DEFLECTION TABLE 1 MAXIMUM MAIN PIPE DIAMETER (I D) IN INCHES DMANHOLE 7HSpTRpAIGH 45 m DEFLECTION WITH III DEFLECTION TABLE TO BE USED 5 38 27 2 6 42 33 3 7 48 38 4 8 60 42 5 INTERSECTING PIPE 8) SIZES MINIMUM INTERSECTING ANGLE IN DEGREES FOR VARIOUS MAIN PIPE ID SIZES IN INCHES (INCHES) 8'__.I 1C' 1 12' 1 1S II 2,r 27' 30• 33' I 39' 1 42' 8 40 1 42 1 45 1 49 1 5' 54 57 81 63 67 1 70 1 78 TO 12 44 47 1 50 1 53 58 59 62 e5 69 72 1 79 50 54 57 1 58 59 1 62 60 82 65 68 62 65 68 71 74 88 69 71 74 77 83 68 71 74 77 80 85 72 75 1 83 15 75 78 85 18 78 81 DO 21 8 - 244 84 87 27 89 30 INTERSECTING PIPE ID SIZES MINIMUM INTERSECTING ANGLE IN DEGREES FOR VARIOUS MAIN PIPE ID SIZES IN INCHES (INCHES) g iV 17 1Y 18' 21' 24 27' 30' 3S 3G7 47 48' 8 3S 38 J9 42 44 47 49 52 54 57 59 65 71 10 38 40 43 45 48 50 S3 55 59 81 87 73 12 15 43 - 48 48 48 50 58 51 53 58 58 53 55. 58 60 56 56 81 83 86 70 1 58 61 83 88 68 72 78 81 64 66 89 71 76 81 88 64 70. 76 88 72 78 18 89 74 81 21 71 77 83 24 74 7A 86 27 78 84 1 90 30 83 1 1 89 1 - 33 88 - 36 - - - 4248 - - M04C L C A S. A(;TERNATNE EMBEpMENT BNs MAY ,;, -.I MINIMUM ANGLE AND INTERSECTING PIPE ID SIZES FOR 5'-0' DIA MANHOLE FOR. THE NOMINAL PIPE SIZE: MATERWS FOR FORCE MAINS MAY 8E ALLOWED. I , I. NOMINAL PIPE SIZE- , ✓i TO 3O' 24' i OVER 30' I SANITARY SEWER BEDDING AND BACKFILL FOR DRY STABLE.TRENCH N.T.S. tEALED JOINT. RUBBER GASKET (TYP ) INTERSECTING PIPE ID SIZE MINIMUM INTERSECTING ANGLE IN DEGREES FOR VARIOUS MAIN PIPE 10 SIZES IN INCHES (INCHES) 6 /0'I 12' I 15 NT 2Y 247 2Y 30' 33' 36 e 4B 50 54 58 61 66 69 73. 77 82 88 10 12 53 57 81 64 68 71 76 79 84 88 61 65 66 68 71 75 72 75 79 83 75 79 82 88 90 80 63 87 90 - - 83 87 90 - 88 15 18 21 - - 24 - - 27 30 - - 33 38 TABLE 5 MINIMUM ANGLE AND INTERSECTING PIPE ID SIZES FOR 8'-0' DIA MWHOLE INTERSECTING PIPE ID SIZES MINIMUM INTERSECTING ANGLE IN DEGREES FOR VARIOUS MAIN PIPE ID SIZES IN INCHES (INCHES) IT I 1D' I 17 1 19* 1 18' 1 11' 1 21 27" 30' I 33' 38' 47 1 4E' 1 60' 8 30 1 32 1 34 38 36 41 143 45 47 50 52 56 1 61 •- 57 . 74 10 33 1 35 1 38 40 42 44 46 48 51 33 SB 63 68 77 12 15 38 40 42 E 48 4A 51 53 SS 60 e5 71 7B 42 • 44 ae 47 49 1 51 40 51 1 53 55 51 53 55 57 et 53 55 57 58 - 83 67 58 Be 80 82 e8 70 74 58 Be 82 64 88 72 76 at 82 64 67 89 73 77 EH Be 87 73 81 48 70 75 -83 24 72 77 85 24 1 74 78 89 27 78 83 - 30 82 87 33 88 35 - 42 48 - - 54 90 - NOT APPLICABLE j (INTERSECTING PIPE GREATER THAN MAIN PIPE) a i 23 1/2" DIA. STANDARD MANHOLE FFIZACMOF LA ORTE STANDARD DETAIL SANITARY S E WE R E AND COVER SEE 3' (TYPJ - 0 -0 UIAM CEMENT1. PRECAST CONCRETE MANHOLE MORTAR o f { (NOTE 7) PEE rFt�\1 IDENTICAL (NOTE 5) it ....................... _ SECTIONrl - 1 1/4" [32rnmj LETTERS - -- 5" MIN. ADJUSTMENT RINGS TO BE 1 5/8" O COMBINED AS NECESSARY - [42mm]WT AIIOMN (NOTE ), AND SEALED, WITH v-143e 4'-W DIA. '- , APPROVED SEALANT _' 7 '° A. ° 0 ASNII A" (L•1H 9 PRECAST CONCRETE [178mm] • O "' : ; O BASE SECTION f�� (2) OPEN o w IT AR PICKHOLES U. PRECAST OR PREMIX CONCRETE INVERT 1 1/4" [32mml LETTERS a „ (4) 1 [25mm] DIA BOTTOM VIEW w (' ------------- RESILIENT VENT HOLES ON 18 3/4" 12" F •. CONNECTOR (TYP.) [427mm] DIA BOLT CIRCLE 4 TOP VIEW 6" ............ .............. ............. ..... .... 77 9/16" 4 15/16" 12 [1970mm] DIA ( PROVI�BASE r[126mm] SECTION EXTENSION FOR ALL -1 - DEPTHS FROM MANHOLE COVER;TO YGREATER THAN INVERT 15 FT. COVER SECTION NOTES: J MACHINED SURFACE 6" 15 SACK CEMENT 1. DEPTH OF MANHOLE DETERMINES SECTIONS FA HON lcOm. P.O. BOX 439 AST JORDAN, MI. 49727 1-800-874-4100 FAX 23t-536-4458 DRAWN DATE SMH I 10/t7/00 APPROVED DATE MANHOLE COVER PRODUCT NO. 41418062 CATALOG NO. V-4418 REF. PRODUCT DRAWING 41418042 EST, WT. COVER- 160 LBS 73kg OPEN AREA N/A MAT'L SPEC. OVER - GRAY IRON ASTM A48 CL35 LOAD RATING HEAVY DUTY HARRY BRIAN WALKER is ....... ('�•oi 53225 _:2•v. SYMMETRICAL ABOUT HALF SECTION HALF SECTION UNDER UNDER PAVEMENT NATURAL GROUND PAVEMENT NATURAL GROUND SELECT FILL 1 SUBGRADE - q z U) q q z STABILIZED SAND REQUIRED. w 12 :: " 2. PRECAST CONCRETE RINGS SHALL BE PROVIDED z q FOR A COMBINED ADJUSTMENT HEIGHT OF AT > •: " w LU ' ' LEAST 12". THE TOTAL HEIGHT OF THE a :! . w " 12" MIN. 3. ADJUSTMENT RINGS SHALL NOT EXCEED V-6". MANHOLE WALL THICKNESS FOR H m Q DEPTH EXCEEDING z - SEE NOTE 3 I- 12'-0" SHALL BE 12" THICK. w •. ,. :' (� 4. MANHOLE DROP AND INTERSECTING PIPES SHALL I BE INSTALLED ONLY WHEN CALLED FOR IN PLAN AND PROFILE DRAWING. w •.. ,: .... I..... 5. SEAT MANHOLE FRAME IN SEALANT PER T \ :. CITY OF LA FORTE STANDARD SPECIFICATION. ,, : •. ., ,w MIN. CEMENT .. : ' RESILENT ? 6. ECCENTRIC PRECAST CONCRETE MANHOLE =2" STABILIZED SAND ,, :..:: o I' MAY BE USED. :,.:.;' r.'.. N i 7. OMIT CEMENT MORTAR WHEN MANHOLE IS NOTES: l .., q O 2'-0' IN. "/ ' LOCATED IN PAVED AREAS. 1. GROUTING OF MANHOLE STRUCTURE ANNULAR .. w _ MIN SLOPE 8. MIN. REINFORCING IN THE PRECAST CONCRETE SPACE WILL BE PERMITTED IN CASES WHERE . .. ....... �• ( .) BASE SHALL BE # 5 @ 8 EW. INSUFFICENT WORK SPACE EXISTS FOR - PLACEMENT AND COMPACTATION OF CEMENT ...................................... .... ..... ............................................... ... . a FO U N DATA O N PLAN 9. PROVIDED BACKFILL TO MATCH ADJACENT PIPE STABILIZED SAND. PER CLP STANDARD SPECIFICATION FOR TUNNEL GROUT. AMM CAST IN PLACE TRENCH BACKFILL PER CITY OF LA PORTE 2. THIS DETAIL ALSO APPLIES TO BACKFILL OR PRECAST FOOTING STANDARD SPECIFICATION. OF SHAFTS WITHOUT STRUCTURES. TYPICAL CROSS - SECTION '• 10, TEE INCLUDED IN PRICE OF DROP. 3. ARRANGE PIPE JOINTS AS SHOWN WHEN 1 ' . ' USING RIGID CONNECTION TO CAST IN I I. HORSE -SHOE SHAPED OPENINGS OR BREAKOUT PLACE MANHOLE BASE. 4'-0" DIA PRECAST CONCRETE ; rs OPENINGS SHALL NOT BE ACCEPTED. 4. NEED COAL -TAR EPDXY COATING ON INSIDE OF MANHOLE OR EQUAL SANITARY SEWER MANHOLE MANHOLE - TYPICAL CROSS SECTION ; I:. N.T.S. oll ' - - - CITY OF LA PORTE 604 W. FAIRMONT PKWY. LA PORTE. TEXAS PLANNING DEPARTMENT ENGINEERING DIVISION. - SURVEY OFFICE DRAWN: J.R: .i CHECKED: B.S. APPROVED: REVISIONS _ REVISION / ISSUE DATE ORIGINAL ISSUE 05/04 +I Q Q u z 1 Q LU Q EL O L_ ry 0 Q ry -� O v cl� 00 PROJECT: SHEET: 2004-7102 DATE: MAY, 2004 3 OF 3 SCALE: N.T.S.