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Home My WebLink About3872-3BENCHMARK SAN BERNARDINO COUNTY B.M. OF 627, NAVD 88 ELEVATION: 1011.70 FEET E B- MANHOLE PIPE TO PIPE TONE OR BOTH • 0 ^ �"' EDGES TO BE ROUNDED' o 1882 REV. 19% TO 75 mm (39 R USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION • 1884 • REV. 1998 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION i R=1D OF SPUR i 150 mm (61) _ MIN. T ALL STEEL REINF. 15M O 100 mm 04 0 46) OC tC o ♦. DETAIL "N° PLAN o v B (RINGS AND COVER NOT .SHOWN) PLAN . SEE NOTE I (SHAFT NOT SHOWN) STREET GRADE MANHOLE FRAME CONCRETE RINGS AND COVER PER PER STD. PLAN 324 - STD. PLAN 630 OMIT THIS STEP 610 (24'')) MANHOLE IN PAVED STREETS J SHAFT 225 mm (94�-- Ia- PER STD. 400 mm (169 FOR E W PLAN 324 PAVED STREETS. p N 900 mm (3'-00) •650 mm (2'-20) -� STREETS FOR UN- tn ti M PAVED STREETS iJ25 mm `"' (50)128 mm z 50 *mm (5"x2') PIPE SEAT T ROUND EDGES ,r, .. OF INLETS °uVmm"' ROUND EDGES INLET ELEVATION APPLIES AT THIS POINT SECTION A -A - STATION LINE 900 mm (3'-08) 200 mm (80) a, - E ""'STEPS T450 mm'U8') 75 mm 100 mm I4.1 'L+2T-200 mm (8•) 200 mm (8• I OPTIONAL BOTTOM SECTION B -B 100 mm (40) --200 mm (8•) ;RADE POINTS, ;FF NOTE 5 STREET GRADE 25mm x 25 mm (5'x1.1 RING SEAT U)CO a f-• N ^ W °r° m o T aZ o a SECTION C -C TABLE OF VALUES FOR M (SEE NOTE 1) SECTION PAVED STREET UNPAVED STREET MAX. MIN. MAX. I MIN. A -A 867 mm (2'-10 1/25) 1 1060 mm (3'-69) C -C 282 mm (II•) 217 mm ( 1/2') 410 mm (160) 380 mm (IS') . AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE MANHOLE PIPE TO PIPE TONE OR BOTH STANDARD PLAN METRIC PUBLIC WORKS STANDARDS INC., OREENBOOK COMMITTEE MAIN LINE ID'S 825mm 01 OR SMALLER 321-1 1882 REV. 19% SHEET 1 OF 3 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 15M 0 300 mm(*4012') FACE PLATE EACH WAY ASSEMBLY 5 mm(1/4•)R STREET, GUTTER. a SOSRERES_ INUFAC (4OfR m w LLA 9LopE I I- J FLOW LINE st \ 7 3 1mm FACE PLATE po� E -1 s IN LINERING N ( CURB LINE +' W IF Q 2 EXTRA- 15M(04) ( STEPS I ON 2 SIDES OF mm ca I I t )ANCERAME (4MIN.D MANHOLE FRAME I (1 CATCH BASIN E I I (12 )MAX. (3m )R IAND COVERRAME o N I Ia W M V: L- cmi CONNECTOR PIPE a 40 OPTIONAL SUBGRADE OR MONOLITHIC z CATCH BASIN J /�� Hz B CONNECTION Q STEPS :; ` " SECTION A -A I N I 11100 mm 200 mm(84) goo DOWEL (TVP.) �i ' P PLAN DOWEL DETAIL STRUCTURAL DATA WALL AND SLAB DIMENSIONS AND REINFORCEMENT REQUIREMENTS REINFORCEMENT MAX MAX t 1F REQUIRED IN W V FRONT REAR BOTTOM END WALL WALL 1 SLAB WALL 1.0 m(3.51) 2.4 m(S-) 130 mm(6') 150 mm(60) 1.0 m(3.59 3.5 m(121) 200 mm(8') 200 mm(89) ' #4 0 12" O.C. . 2.0 m(79 1.8 m(69 150 mm(60) 150 mm(69 2.0 rd(71) 3.5 m(129 200 mm(84) 200 mm(Sm) 4.0 m(14') 1.2 m(49 150 mm(68) 150 mm(6•) E 2.4 MIS') 150 rIim(6•) 200 mm(8.) 1 4.0 m(141) 3.5 m(129 200 mm(81) 250 mm(100)ONXF1.2 mI4') 150 mm(6.) 150 mm(6')0 R c R E 1.8 m(64 150 mm(60) 200 mm(8l) C 0 2.4 m(8') 200 mm(8•) 200 mrM M U E 3.0 m001) 200 mmt8') 1250 mm(10-) E E N 200 mm(89) 250 mm(10') T D FOR W > 9 m(281). V > 3.5 m(12') OR B > 1.2 m(41) SEE PROJECT PLANS AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER C== STANDARD PLAN METRIC 321 = 1 SHEET 2 OF 3 MANHOLE PIPE TO PIPE ONE OR BOTH MAIN LINE ID'S 825mm 33 ' OR SMALLER STANDARD PLAN PROMULGATED BY THE PUBLIC WORKS STANDARDS INC. CURB OPENING CATCH BASIN METRIC aREENBOOKCOMMITTEE 300-2 • 1884 • REV. 1998 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION D DIAL TWO WORKING BEFORE DAYS AYOU BD T G RE YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTES I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 1/2") FOR PAVED STREETS OR 1060 mm (3'-6") FOR UNPAVED STREETS. CONSTRUCT SHAFT PER SECTION C -C AND DETAIL "N". DEPTH M MAY BE REDUCED'TO AN ABSOLUTE LIMIT OF 150 mm (6") WHEN LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060 mm (3'-6") OR LESS. 2. H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 1.2-m (4'-00), BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED. FOR H (IN SECTION C -C) SEE NOTE 1. 3. L SHALL BE 1.2 m (4'-09 UNLESS OTHERWISE SHOWN. L MAY BE IN- CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET -PIPE ENDS, .BUT ANY CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. 4. T SHALL BE 200 mm (8') FOR VALUES OF H UP TO AND INCLUDING 2.4 m (81-69 AND 250 mm (10") • FOR VALUES OF H OVER 2.4 m (W-00). 5. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3. 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615, GRADE 40), AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. 9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN 200 mm- (81. 10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (14") TO 375 mm (15") OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24") ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER NOTES: ' I. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR* IS CONTIGUOUS TO SUCH SIDEWALK. THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY. USING THE SAME CLASS OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY. THE SIDEWALK SHALL BE PROVIDED' WITH A WEAKENED PLANE ORA 25 mm(I') -DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS. INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE- SHALL CONFORM IN SLOPE. GRADE. COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB- AND WALK ADJACENT TO THE BAS'tN. 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY .CURVED FORMS. AND SHALL NOT BE SHAPED BY PLASTERING. 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE EXCEEDS 8 PERCENT, IN WHICH CASE THE' LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. 4. DIMENSIONS: B = 970 mm(3' -2') V =THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET .= 1.35 m(4.59. vu= THE DIFFERENCE IN' ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE UPSTREAM END OF THE BASIN. AND -SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mm(120). • V, =THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET. NOTED ON THE -PROJECT PLANS. H = NOTED ON THE PROJECT PLANS. W =NOTED ON THE PROJECT PLANS. • A =THE ANGLE. IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI- FIED. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM ENO OF THE BASIN. WHERE THE CONNECTOR PIPE IS 'SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO INSURE MINIMUM SO mm(3') PIPE EMBEDMENT. ALL AROUND. WITHIN THE CATCH BASIN WALL, AND 75 mm(30) RADIUS OF ROUNDING OF STRUCTURE CONCRETE. ALL AROUND. ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE 'A" IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES. OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT- TING STANDARD LENGTHS OF PIPE. • 6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS. THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL BE SPACED 300 mm(12') APART. THE TOP STEP SHALL BE 175 mm(70) BELOW THE TOP TO THE MANHOLE AND PROJECT 65 mm(2-I/2'). ALL OTHER STEPS SHALL PROJECT 130 mm(50). 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(71) ON CENTER (MAXIMUM) ALONG THE . BACKWALL. 8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 308 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT • 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 312 CATCH BASIN MANHOLE FRAME AND -COVER 638 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP •" 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, STANDARD PLAN METRIC 321 = 1 SHEET 2 OF 3 MANHOLE PIPE TO PIPE ONE OR BOTH MAIN LINE ID'S 825mm 33 ' OR SMALLER ALL VALUES USED FOR CONSTRUCTION SHALL BE' METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN CURB OPENING CATCH BASIN 300-2 STANDARDS IN EFFECT. 11. THE FOLLOWING CRITERIA SHALL BE USED FOR THI-S MANHOLE: . A. MAIN LINE = 825 mm (33") INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (36") TO 1050 mm (42") INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33") OR LESS.) -STANDARD PLAN 320 OR STANDARD PLAN 322 IS NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 mm (36") IN DIAMETER. B. SEE SECTION A - A. THE -MAXIMUM SIZE LATERAL THAT MAY BE CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 mm t89 THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE RCP, SHALL BE A MINMUM OF 150 ' mm (69. . C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THE FOLLOWING ALTERNATE SOLUTIONS MUST BE USED. I. PROVIDE A SPECIAL STRUCTURE. 2. PROVIDE TWO STANDARD STRUCTURES, CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE JUNCTION STRUCTURE OR TRANSITION STRUCTURE. 12. MANHOLE FRAME .AND COVER SHALL CONFORM TO STANDARD PLAN 630. UNLESS OTHERWISE SHOWN. 13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. ' 14. WHERE A MANHOLE SHAFT - 900 mm (360) WITHOUT REDUCER IS . SPECIFIED REFER TO STANDARD PLAN 536.' • 15. WHERE A PRESSURE MANHOLE SHAFT -WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328. . 16. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36') WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 17. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE ' NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES • USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FnZ CuNSTRUCTION SHALL BE ENGLISH UNITS. • THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN 324 MANHOLE SHAFT -WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (36") WITHOUT REDUCER 328 PRESSURE MANHOLE.SHAFT -WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 .mm (36") WITHOUT REDUCER* • 630 610 mm (24") MANHOLE FRAME AND COVER 633 914 mm (368 SHEET 2 OF 2 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 2 �w� O�vJIN�a 664 II Ow ) MANHOLE FRAME AND COVER 6'35 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN MANHOLE PIPE TO PIPE (ONE OR •BOTH MAIN LINE METRIC IDS 825mm 33 OR SMALLER 321-1) lAna SHEET 3 OF 3 q f % 3a PNQNE - C� oq )�81 - Gs3ZZ . PLAN PREPARED BY: o QROFEssioy� � No. 024725 � wm * Exp. 12-31-05 CIVIL OF OPS-\� THESE AEOORD DRAWINGS HAVE BEEN PREPARED,' IfY PART, ON THE 13A91S OR UVFOArv1ATIOIV COMPILED ANb FURNISHED BY OTHERS. TML: ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS Olaf OIuIIS810NS WHICH HAVE BEEN INOORPORATED tMTa'T}lE.0000MErfTB AS A RESULT -D O I ' O I O O (n d�- N z Q / c� z CITY OF FOh1TANA, CALIFORNIA N STREET IMPROVEMENT PLAN 101 SCALE: TRACT 14244 AsNoted j DETAILS DATE: 05-27-2005 .� ROV -y L DRAWING NO.: � � 3 tDA � _0-> 3872 ;/71 •j� �' 111 �•n�' �. O0000llz__Oe�1111_7 F-,Evls1oN NoOV�'- MApOM AnID A%OGlAjVS, ' (hclG, 9302. PtT1"e.,PDuR614 AVS., :STE- 230 F-AiIGNfl GUGd+M00J6Ar GA' THEREOF. VAN DELL AND' ASSOCIATES, INC. CIVIL ENGINEERS SURVEYORS LAND PLANNERS 17801 CARTWRIGHT ROAD DRAWN BY: AMN IRVINE CA 92614 (949) 474-1400 DESIGNED BY: EMR UDDER TM SUPFAVI310N OF: 00 CN CHECKED BY: DONALD R. GORDON R.C.E. 24725 DATE ICARSANDOVAL -CITY ENG(NEER R.C.E.51152 x