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HomeMy WebLinkAbout2468-5FINISHED GRADE OR MANHOLE FRAME SPECIFIED ELEVATION MANHOLE FRAME AND COVER PER COLLAR, CLASS C MORTAR AND COVER PER STD. PLAN 630 STD. PLAN 630 e�j STD. CONCRETE RINGS. 3•, c'�,� 1-- 6' OR 16' IN THICKNESS. `l SEE NOTE 6 `—� R s 2• Sol —� WHEN POSSIBLE USE 7DA. R s 2' - ' 4' M 4-2 I/2' RINGS �� - -T-•-- OR EOUIVALENT 4' 18' MAXIMUM �4 WIRE SEE RING SECTION T`— HOOPS z ILL FOR JOINT DETAILS I ? • COILS. REDi M��`'-1 _.2 TIE BARS,4 REOUIRED4110 I /I6 ECCENTRIC PRECAST CONCRETE CONE VARIABLE LENGTH PRECAST CONCRETE LX SECTIONS. 6' MIN. THICKNESS FOR PLAIN CONCRETE. 4• MIN. THICKNESS 36' DIA. FOR REINFORCED CONCRETE MINIMUM 36' SPECIAL MH RCP WITH 1 A CIRCULAR CAGE AND IOOOD MINIMUM I I ANY STANDARD L 36' ' wd PIPE END DIA. r�. 5' = 2• PIPE SEAT. CLASS C MORTAR VERTICAL SECTION OF PLAIN CONCRETE ECCENTRIC MANHOLE SHAFT V[RTICAL, SECTION OF REINFORCED CONCRETE ECCENTRIC MANHOLE SHAFT %—2 I/?• RINGS SMALL BE REINFORCED WITH Two 1/4' ROUND STEEL HOOPS. 6• AND B• RINGS SHALL 8E REINFORCED WITH FOUR HOOPS. TIED WITH NO. 14 .r. 5 3/41* GAUGE WIRE 8. OC z� 1 I I/2.1 ' 1/4 5/8 J;0* —�N: NI INSIDE DIAMETER 24' ; �r 1 1/4' 1 1/4' M, 2 1/2' I' 1 3/4' I/4*- 1/4• CROSS SECTION OF (REINFORCED CONCRETE RING AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULCATIeD BY THE APWA-AOC COMMITTEE MANHOLE SHAFT WITH STANDARD PLAN 324-0 JOINT COOPE� ECCENTRIC REDUCE R 630-1 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION OF I NOTE I. UNLESS OTHERWISE INDICATED THIS STRUCTURE SHALL CONFORM TO ASTM C 47J9 AND ALL CONCRETE SHALL BE PER SSPWC. 2 MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630. 3. ALL JOINTS SHALL BE SEALED SY FILLING INSIDE OF THE AAFT ARE PACJSINT WITH CLASS C MORTAR. FHEXCESS MORTARS CH SHALL BE WIPED CLEAN 0 4. PROTECTIVE PLASTIC LINER (T LOCK) OR ENG -I NEER RAWINGS SHARLO OVED BE COAT- INGS WHERE RE4UIRE PWC AND THE MANU THE PROJECT oACTURER'S DIRECTIONS. IN ACCORDANCE WITH SS PF STEPS SHALL CONFORM TO STANDARD PLAN 635 MA 606E THE' E 'TOP STEP SHALL BE PLACED WN ESTEPS SHALL BE UNIFORMLY SPACED 14" UNLESS OTHERWISE SHO TO 15." OC. 6. THE ECCENTRIC MANHOLE SHAFT REDUCER AND E MINS MUM THICKNESSLAIN CONCRETE. FOR PLAIN CONCRETE SECTIONS SHALL BE 6`. 7 THE PRECAST CONCRETE MANHOLE STRUCTUR TAN ES E FO E SHSPMENT PECTEDTO THE JOB BY MARKING THE U BY THE ENGINEER WHO WILL WITH THE AGENCY'S STAMP. VERTICAL SIDES OF THE MANHOLE SHAFT AND THE ECCENTRIC OF IS. THE V 'E REDUCER SHALL BE LOCATED ABOVE AND IN LINE WITH THE STORM DRAIN CONDUIT. THE FOLLOWING STANDARD PLANS ARE INCIORPORATED HEREIN: 630 24 -INCH MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP PLANS PREPARED FOR Landings 750 L.L.C. Attn: Ben Anderson 550 W. Orangethorpe Placentia, California 92670 (714) 996-6700 COVER FOR 24" CLEAR OPENING FRAME OOTTOM PLAN OF COVER SYMMETRICAL ABalIJT E DETAIL OF FRAME • 14* RAU FILL!'TS, TYf. Irate I 1! 4—w-1--- -- -- -seIAr ---- i-- -- - - -- --� SECTION THRU FRAME NOnsi: 1. THE CAST IRON USED SHALL CONFORM WITH ASTM A-48 CUSS 358. 2. THE FRAME AND COVER SHALL BE COATED WITH ASPHALTUM OR 81TUMINOUS PAINT AFTER TESTING AND INSPECTION. 3. COVERS SHALL BE CAST WITH THE LETTER `D" FOR STORM DRAINS AND 'S" FOR SEWERS AND THE AGENCY'S IDENTIFICATION IN ACCORDANCE WITH INSTRUCTIONS FURNISHED BY THE AGENCY. THE LETTER "D" OR "S" SHALL BE APPROXIMATELY 2'h INCHES HIGH WITH 14 -INCH LINE WIDTH AN© PLACED IN THE CENTER OF THE COVER. ALL LETTERS SHALL BE FLUSH WITH THE FINISHED SURFACE OF THE COVER. 4. FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL BE CAST ON THE BOTTOM OF THE COVER AND ON THE INSIDE OF THE FRAME. S. IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN MARKING IN COMPLIANCE WITH FEDERAL REGULATIONS. 6, WEIGHT OF FRAME SHALL BE 260 POUNDS. WEIGHT OF COVER SHALL BE 175 POUNDS. ACTUAL WEIGHTS SHALL BE WITHIN A RANGE OF 95% TO 110'N.. 7. THE MANHOLE FRAME AND COVER SHALL BE INSPECTED BY THE ENGINEER PRIOR TO SHIPMENT TO THE JOB SITE. ACCEPTANCE WILL BE INDICATED BY THE AGENCY'S MARK d. THE PROOF -LOAD FOR TEST METHOD 8 OF THE STANDARD SPECIFICATIONS IS 40.700 POUNDS. 9. COVERS FOR MANHOLES LOCATED IN EASEMENTS, ALLEYS. PARKWAYS AND ALL OTHER PLACES EXCEPT PAVED STREETS SHALL BE PROVIDED WITH SOCKET SET SCREW LOCKING DEVICES. DRILL AND TAP TWO HOLES TO A DEPTH OF ONE INCH AT 90 DEGREES TO PICK HOLE AND INSTALL 3/•-INCM X 3% -INCH STAINLESS STEEL SOCKET SET SCREWS WITH '/e -INCH RECESSED HEX HEAD. ALL THREADS SHALL BE N C AMERICAN PUBLIC WORKS ASSOCIATION - !SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN PROM PROMULGATED BY TME APWA-M11C JOINT COOPERATIVE COMMITTEE 24 -INCH MANHOLE FRAME AND COVER 630-1 JOINT COOPERATIVE COMMITTEE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONS I WX I ON IL 11"M 1 OF 2 REVISIONS Engineer Ciiy No. Approval Date: Apprbvaal Date: BENCHMARK CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN SEVAINE RD., IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG HIGHLAND AVE. FROM SIERRA AVE. ELEVATION 1428.6090 ♦ TRICAI 1 *'r11tME _ •TAUT �i (TYR) ti 3/40 (TY► ) ' PLAN TYPE 1 A A SIDE ELEVATION E - TYPE -2 a lorl A L I W h SECTIONir A -A � y M M M N % I L ti — INSTALLATION DETAIL; ASIDE ELEVAT�Ow DIMENSIONS UNLESS OTHERWISE NOTED ON DRAWINGS OR STANDARD PUNS FOR SPECIFIC STRUCTURES: p=7" E - G" OR T-1 " WNICHEVER IS LESS, MINIMUM E = 3" S =12" MAXIMUM, EVENLY SPACED "CEPT S =16" MAXIMUM FOR NIMANHOLES AND UNDERGROUND VAULTS ELAN W= 16"MINPAN rYPE 3 EXCEPT W =14" MINIMUM FOR MANHOLES AND UNDERGROUND VAULTS N� L ..� - A SIDE ELEVATION NOTES: 1. UNLESS OTHERWISE SPECIFIED OR NOTED, STEP MAY BE ANY TYPE SHOWN. , 2. STEPS SHALL BE STEEL CONFORMING TO ASTM A307 AND SHALL BE GALVANIZED A FABRICATION. IF STAINLESS STEEL STEPS ARE SPECIFIED OR CALLED FOR ON PIANS, THE MATERIAL SHALL CONFORM TO ASTM A 276, 300 SERIES. 3. 80TTOM STEP SHALL BE MAXIMUM OF 2 FEET ABOVE FLOOR OR SHELF. 4. TYPES 1 AND 2 STEPS MAY BE CAST IN PLACE OR PLACED IN THE CENTER OF 1'Aw MINIIMIIIAA DIAMETER DRILLED OR FORMED HOLES AND SET WITH HIGM-STRENGTH (6,000 PSI MIN.), NON -SHRINK GROUT. TYPE 3 STEP SHALL BE CAST IN PLACE. 0 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN PROMULGATED BY 1'ME APWA-ACC STEEL STEP 635-1 JOINT COOPERATIVE COMMITTEE 1!M NEV. 1"2 oIEET 1 OF I USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION Prepared By: Q�OFESS/0 ALLAMr.'#)ENGINEERING �o opo J. ,q4 q� Civil Engineering — Land Planning �7 �-�� �2� 6101 Cherry Avenue v _ Drawn By: Fontana, California 92336 0 No. 36052 m JA (909) 899-5011 Fax (909) 899-501419 Exp.. 6/30/2000 Designed By: 2,- CIV( CA Raymond J. Allard, R.C.E. 36052 Date q�F OF. LSF Checked By: CA RJA CITY OF FONTANA, CALIFORNIA STCOM DRAIN UMVEI EWr PLANS Scale: As Noted DETAIL SHEET Date: Tract mW 9 -19 Approved: • 44,le Sidi& 2-/C,. 9 P DWg.s s.•. CITY ENGINEER R.C.E. 25126 7-4 No. I