Loading...
HomeMy WebLinkAbout2594-5c3 i au Lo .r, c*� c0 cn R "':RNATE LETTER kTI O N 1'/2* LETTERS IN 6"X 9" BOX R NATE LETTER LOCATION TOP VIEW COVER DETAIL NOW 3" LEVELM RINGS AS REQUIRED - 12 MAX., 60 mw. 16"OR3 RINGS TO MAKE UP REQUIRED DEPTH 3000 P. S.I. CONCRETE BASE NOTIE* MANHOLE FRAME do COVER SHALL BE ALHAMBRA FOUNDRY TYPE A-1252 OR LONG BEACH IRON WORKS TYPE X-106 B OR APPROVED EQUAL. FRAME & COVER SHALL. BE BITUMINOUS COATED AND WEIGH A MINIMUM OF 430 LBS. THE COVER SHALL HAVE TWO PICK HOLES, --ALTERNATE GROUND SURFACE ONLY IF 777 i — IS PrP€CLFI€D TO BE BURIED1 1_1 I 1-- 1- 120 12 3000 P. S.I. CONCRETE 3000 P.S.I. CONCRETE REQUIRED17 12 j-2" ..y r 12• CEMENTtliiillliiillliit MORTAR ''_; �I I , • � � � ASPHALT " PAPER ROADWAY SHOULDER ENTRANCE SHAFT DETAILS NO SCALE SEE ENTRANCE SHAFT L:D HEREON i B DIA. -�- � �=iii- 2 EACH — 2' .; �� LENGTHS VCP g pIA. C EXITING MANHOLE ENTRANCE SHAFT LOCATION AS DIRECTED BY THE ENGINEER ALTERNATE PRECAST CONCRETE '.' MANHOLE INET .j 4 -. ALL SHELVES TO HAVE COARSE— BROOM FINISH SEE "MANHOLE p lMENSlONAL DATA ° NOTE PAPE INVERT ELEVATIONS AS IE D� SHOWN ON PLAN AND F PROFILE. F7. 2» MIN. E PLAN T—RIB T—LOCK B'LLL T—RIB 1' WELD STRIP 1/20 MIN. OVERLAP �-4" JOINT STRIP EACH SIDE OF JOINT 6" 21/8 13 14" FIELD� MORTAR\ 1:3 MIX 11/4 3/4 2" 1 3/4 A $4 21/2 M!H. `WALL `` 2EACH —2' LENGTHS VCP ENTERING MANHOLE ' NOTES ,; ��. VARIABLE 1. PRECAST MANHOLE SHALL CONFORM TO THE REQUIREMENTS OF A.S.T.M. C478 AND BE DESIGNED FOR AASHTO H2O '•9' MSN. • ' LOADING. SECTION A -A C B MWD STANDARD • 2. MATERIALS, EMBEDMENT, PLACEMENT, AND COMPACTION OF GRANULAR EMBEDMENT AND COMPACTED BACKFILL WILL CONFORM TO THE DISTRICT'S STANDARD SPECIFICATIONS FOR PIPE BEDDING AND TRENCH BACKFILL. SEWER MANHOLE WITH ECCENTRIC LAND NO SCALE BENCH MARK: CITY OF FONTANA B.M. 578 RAILROAD SPIKE IN POWER POLE NO. 897925 (3) E. AT THE N.W. COR. JURUPA & ALMOND AVE'S. ELEV. 935.76 ( 1976 DESCRIPTION KEY WAY DETAIL -OR 5 OR LESS DIAMETER MANHOLES CONE ENG. DATE jCITY 1DATE NO SCALE NO SCALE 7' • u, k... k• k 5 3/ . 2/8" 1 4 FIELD . _ . MORTAR 1 4 1 .3 MIX t ff s 2 .� 11/4 /2/4"2 2 k it ti • 4 M.H. WALL KEY WAY DETAIL FOR 6' OR GREATER DIAMETER MANHOLES NO SCALE MANHOLE DIMENSIONAL DATA T VLYi� Vi�M1 TYPE A TYPE P-1 JOINT D E PIPE DIAMETER DIAMETER PP.g . SPIGOT! . 4, BLL, 48" T—RIB L T—MB 30" 5" 41/8" 8 1/20 MIN. OVERLAP . ,'..: .. ,'.. � Tsptom—LOCK SPECIAL 4' EACH SIDE OF JOINT 36" �� ` ! � � FIAT WELD STRIP T—RIB j T—RIB 60" REINFORCED 36" 4"1—�. WELD � TYPE P-3 JOINT 6" 1/2* MIN. OVERLAP RIPE DIAMETERS 27 TO 39 60" T—LOCK 36" 30" 6" TYPE P-2 JOINT * 42" 72" FIELD JOINTS FSR T -LOCK LINES PIPE 6" 21/8 13 14" FIELD� MORTAR\ 1:3 MIX 11/4 3/4 2" 1 3/4 A $4 21/2 M!H. `WALL `` 2EACH —2' LENGTHS VCP ENTERING MANHOLE ' NOTES ,; ��. VARIABLE 1. PRECAST MANHOLE SHALL CONFORM TO THE REQUIREMENTS OF A.S.T.M. C478 AND BE DESIGNED FOR AASHTO H2O '•9' MSN. • ' LOADING. SECTION A -A C B MWD STANDARD • 2. MATERIALS, EMBEDMENT, PLACEMENT, AND COMPACTION OF GRANULAR EMBEDMENT AND COMPACTED BACKFILL WILL CONFORM TO THE DISTRICT'S STANDARD SPECIFICATIONS FOR PIPE BEDDING AND TRENCH BACKFILL. SEWER MANHOLE WITH ECCENTRIC LAND NO SCALE BENCH MARK: CITY OF FONTANA B.M. 578 RAILROAD SPIKE IN POWER POLE NO. 897925 (3) E. AT THE N.W. COR. JURUPA & ALMOND AVE'S. ELEV. 935.76 ( 1976 DESCRIPTION KEY WAY DETAIL -OR 5 OR LESS DIAMETER MANHOLES CONE ENG. DATE jCITY 1DATE NO SCALE NO SCALE 7' • u, k... k• k 5 3/ . 2/8" 1 4 FIELD . _ . MORTAR 1 4 1 .3 MIX t ff s 2 .� 11/4 /2/4"2 2 k it ti • 4 M.H. WALL KEY WAY DETAIL FOR 6' OR GREATER DIAMETER MANHOLES NO SCALE MANHOLE DIMENSIONAL DATA MANHOLE TYPE A B C D E PIPE DIAMETER DIAMETER 48" REINFORCED 36" 30" 5" 41/8" 8 6'-0"+ PIPE DIAMETERS TO 21 48" REINFORCED 36" 30" 6" 6" 6'-0"+ * 24" 60" REINFORCED 36" 30" 6" 6" 7'-0"+ RIPE DIAMETERS 27 TO 39 60" REINFORCED 36" 30" 6" 6" 7'-0"+ * 42" 72" REINFORCED 36" 30" 6" 6" 8'-0"+ PIPE DIAMETERS 45m & GREATER * IF CONNECTIONS AND TEES ARE REQUIRED, USE NEXT HIGHER D IAM ETER MANHOLE. ** WHERE 30" OPENING IS NOT POSSISJLE, USE CONCENTRIC COVER, ALHAMIBRA FOUNDRY TYPE A-1325 OR EQUIVALENT. DIMENSIONAL TABLE THIENES ENGINEERING CML ENGINEERING • LAND SURVEYNrO 16800 VALLEY VIEW AVENUE LA MIRADA. CALIFORNIA 90630 (714)521-4811 FAX:(714)521-4173 THESE PLANS WERE PREPARED UNDER THE SUPERVISION OF: MDOOK I. AGHAMN RCE NO. 43293 5 �0_9DATE �v ' a� i • q � �. w I No. 043M z Exp. 319/a© a��,T- r J.P. �� FOR B.L.T. ALAXWA PRQVEQ.-__,,,p H.I.A. CITY ENGINEER R.C.E. 25126 AS NOTED Lost u'r.�.: vy/w 1316"w5.dw9 DWG. 2544