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HomeMy WebLinkAbout3698-9L t rl1•4clik[ OMI111 NI- t 11 f f• 1 . 1• 1 1• 1 f i f����� f• t USE WITH STANDARD SPECIFICATIONS FOR P'UBUC WORKS CONSTRUCTION N�►'�11G't/� N n ` CURB LONE 1443.43 100 mm APPRO D B / � (O � �Z •dip STEPS (4•)R QIP' 1443.06 ./ :I •! • 1 • � // 1 :1 •1 P PLAN It • :� .� iFL 71- - It - - 1443.09 SW = �, :- 1443.31 SW 1444.71 SW 1445.15 SW 1443.04 TC �- �� �• •f ' �i 1• II �• •! •tiAffins - 1 tf •• . t! - - �• - - - :..�. - - - IN - - - . 1442.54 FL .. �. 14.43.14 FL � 1444.25 FL - - � .. 1444.94 FL �' - N • - B'-. N • 8--- co 1442.89 TC 16 v ' . :.. 1443.41 TC 1.1 16 :: 1445.13 TC f •• • ' s '•� •11 1445.47 SW 1442.39 FL 1442.91 FL 1444.00 FL 1444.63 FL blol# +� cp lis.7�1'���►' o •� :� •• 1442.47 �Q-i 1442.69 1444.09 Q 1444.53 - - 1443.36 FS ",,R\W \ 1443.80 FS - - 1445.07 FS ` R W i 445.59 FS FL v F1' FL 40 N FL (1444.06 FS) 1444.38 FS ( ) (1445.30 FS) 1445.58 FS ( ) _ a � I 11���11�L1 1 � � I f 1 t 1 1 1• mommmmImm, Nom - AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER 100 mm (4')R Q STANDARD PLAIN PROMULGATED BY THE PUWORKS STANDARDS INC. BLIC MEDIAN TAP 1p' R METRIC GREENSOOK OOMMTTTEE140-2 00 DOWEL IN4 . 1445.27 FS REV. IM. 1M SHEET 1 OF 1' USE WITH STANDARD SPECIFICATIONS FOR P'UBUC WORKS CONSTRUCTION ALMERIA AVENUE W z 0 d U 0 u IFACE I P L ATE -r SCORING ILINE --� 2 EXTRA 15M(*:4) ON 2 SIDES OF MANHOLE FRAME AND COVER CATCH BASIN E 1 MANHOLE FRAME AND COVER7 I o1 'f .l I 1 .( fn 1 = At S T A - - 15M Q 300 mm(*40120) EACH WAY m 5 mm(1/4•)R i 100 mm (4')R Q = - u Ias FLOW LINE P S = y' v 00 DOWEL 198 E 1445.27 FS USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION REV' 199 r W c N n ` CURB LONE 1443.43 100 mm APPRO D B / � (O � �Z •dip STEPS (4•)R QIP' 1443.06 t QIP 1444.85 of W --- z a; W>. S H. CDD 0� O rc Z Jo 4 110 zF o-11 L. 75 mm (30)R E In 100 mm (40)MIN. 300 mm 75 mm (121MAX. (31R - �r OPTIONAL SUBGRADE B SECTION A -A A FACE PLATE ASSEMBLY STREET. GUTTER. OR LOCAL DEPRES- SION SURFACE-, 3= 2 �! SLOPE �1 +y 1F Q m a: U CONNECTOR PIPE OR MONOLITHIC CATCH BASIN CONNECTION 2©0 mm(B•) 10M(*4) JEE,; DOWEL DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER o Q CL Ias CURB OPENING E N I N G CATCH BASIN Cj P S = y' GREENBOOK COMMITTEE 00 � 198 scams.- 1445.27 FS USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION REV' 199 r W 6cp. % 0%76 * * er: JJF & E' ` NI u l 1443.43 100 mm APPRO D B / � (O � �Z •dip DRAWING NO.: (4•)R QIP' 1443.06 1444.33 QIP 1444.85 (1443.52 FS) ! m cr (1444.98 FS DOWEL (TYP.) -/ P PLAN I L. 75 mm (30)R E In 100 mm (40)MIN. 300 mm 75 mm (121MAX. (31R - �r OPTIONAL SUBGRADE B SECTION A -A A FACE PLATE ASSEMBLY STREET. GUTTER. OR LOCAL DEPRES- SION SURFACE-, 3= 2 �! SLOPE �1 +y 1F Q m a: U CONNECTOR PIPE OR MONOLITHIC CATCH BASIN CONNECTION 2©0 mm(B•) 10M(*4) JEE,; DOWEL DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER o Q STANDARD PLAN PROMULGATED BY THE PUBLIC WORKS STANDARDS INC. CURB OPENING E N I N G CATCH BASIN Cj METRIC GREENBOOK COMMITTEE 0 0- 198 scams.- 1445.27 FS USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION REV' 199 SHEET 1 OF 2 ALMERIA AVENUE 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 OR A 25 mm(I') DEEP SA'WCUT 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 CURES AND WALK ADJACENT TO THE BASIN. 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: i 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(4.5'). ITU = 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). vi = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND T:HE INVERT OF THE UNLET. 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 END 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 80 mm(5*) PIPE EMBEDMENT. ALL AROUND, WITHIN THE CATCH BASIN WALL. AND 75 mm(3') 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 WHENE'V'ER 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(7`) BELOW THE TOP TO THE MANHOLE AND (PROJECT 65 mm(2-1/20). ALL OTHER STEPS SHALL PROJECT 130 mm(5'). 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7') ON CENTER (MAXIMUM) ALONG THE BACKWALL. S. 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 635 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, 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 CONSTRUCTJON SHALL BE ENGLISH UNITS. i AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 300-2 CURB OPENING CATCH BASIN SHEET 2OF2 BASIS OF BEARINGS: THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 36, TIN, R6W, S.B.M. AS SHOWN ON TRACT 16568, MB 300/59-62, BEING N 89'59'12"E YUU UlLJ \ TUU uiu I 0 TOLL FREE 1-800-227-2600 o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT a REV. DRNEWAY DETAIL � STA 3.900 NM L CMD: i DETAIL NUMBER $ -�- SHEET NUMBER � DRIVEWAY DETAIL 7 STA 4#54.90 NTS ALMERW AVENUE 3 DRIVEWAY DETAIL 7 STA 3+9030 ffs REVISION DESCRIPTION DATE ENGR. I CITY DATE ORIGINAL BENCHMARK SHOULD CONSTRUCTION OF REQUIRED IMPROVEiMEM'S NOT COMMENCE WITHIN PREPARED FOR: CITY OF FONTANA BM-361R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER TWO YEARS OF THE DATE OF APPROVAL CITY OF FONTANA OF BASELINE AVENUE AND SULTANA AVENUE. SHOWN HEREON AND CARRIED FORTH IN A 8353 SIERRA AVENUE ELEVATION: 1365.01, SINCE DESTROYED DfUG M MANNER, THE CITY ENaNEER MAY FONTANA, CA 92335 REQUIRE REVISIONS TO THE PIANS TO (909) 350-7610 SITE BENCHMARK BRING THEM INTO CONFORMANCE WITH FAX(909) SW CORNER, SEC. 31, TIN., R.5W., S.BM.-2" I.P. ( ) 350-6618 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF CONDRIONS AND STANDARDS IN EFFECT BASEUNE AVENUE AND CITRUS AVENUE. SHATM 139516 Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning Bpi 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 356-1795 o �O David S. Hammer, A.C.E. 43976 Date (expires 6/30/2007) ALMERIA AVENUE 4 DRNEWAY DETAIL 7 STA 4*4&60 NTS g� o Q PROPOSED CURB & GUTTER v�i,Q o PROPOSED CURB & GUTTER � y FS STREET IMPROVEMENT PLANS scams.- 1445.27 FS v AS NOTED 6cp. % 0%76 * * er: JJF & E' 1443.21 FS DATE: MARCH, zoos 1443.43 1444.83 FS APPRO D B / � (O � �Z •dip DRAWING NO.: 1442.62 QIP' 1443.06 1444.33 QIP 1444.85 (1443.52 FS) R\W (1443.82 FS) (1444.98 FS R\W /T,445.35 FS) FL c~n v FL FL iFL 71- - - - 1443.09 SW = �, :- 1443.31 SW 1444.71 SW 1445.15 SW 1443.04 TC �- •- • - = 16cq 1443.64 TC 1444.75 TC - -.. - _ 1 ' 1445.44 TC - .. _• � -�N . - . �- -- � - - �• - - - :..�. - - - IN - - - . 1442.54 FL .. �. 14.43.14 FL � 1444.25 FL - - � .. 1444.94 FL �' - N • - B'-. N . 8--- co 1442.89 TC 16 v ' . :.. 1443.41 TC 1444.50 TC 16 ok . ' .. 1445.13 TC 1443.24 SW 1443.68 SW 1444.95 SW 1445.47 SW 1442.39 FL 1442.91 FL 1444.00 FL 1444.63 FL blol# +� cp N I o 1442.47 �Q-i 1442.69 1444.09 Q 1444.53 - - 1443.36 FS ",,R\W \ 1443.80 FS - - 1445.07 FS ` R W i 445.59 FS FL v F1' FL 40 N FL (1444.06 FS) 1444.38 FS ( ) (1445.30 FS) 1445.58 FS ( ) _ a PROPOSED CURB & o PROPOSED CURB & BASIS OF BEARINGS: THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 36, TIN, R6W, S.B.M. AS SHOWN ON TRACT 16568, MB 300/59-62, BEING N 89'59'12"E YUU UlLJ \ TUU uiu I 0 TOLL FREE 1-800-227-2600 o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT a REV. DRNEWAY DETAIL � STA 3.900 NM L CMD: i DETAIL NUMBER $ -�- SHEET NUMBER � DRIVEWAY DETAIL 7 STA 4#54.90 NTS ALMERW AVENUE 3 DRIVEWAY DETAIL 7 STA 3+9030 ffs REVISION DESCRIPTION DATE ENGR. I CITY DATE ORIGINAL BENCHMARK SHOULD CONSTRUCTION OF REQUIRED IMPROVEiMEM'S NOT COMMENCE WITHIN PREPARED FOR: CITY OF FONTANA BM-361R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER TWO YEARS OF THE DATE OF APPROVAL CITY OF FONTANA OF BASELINE AVENUE AND SULTANA AVENUE. SHOWN HEREON AND CARRIED FORTH IN A 8353 SIERRA AVENUE ELEVATION: 1365.01, SINCE DESTROYED DfUG M MANNER, THE CITY ENaNEER MAY FONTANA, CA 92335 REQUIRE REVISIONS TO THE PIANS TO (909) 350-7610 SITE BENCHMARK BRING THEM INTO CONFORMANCE WITH FAX(909) SW CORNER, SEC. 31, TIN., R.5W., S.BM.-2" I.P. ( ) 350-6618 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF CONDRIONS AND STANDARDS IN EFFECT BASEUNE AVENUE AND CITRUS AVENUE. SHATM 139516 Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning Bpi 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 356-1795 o �O David S. Hammer, A.C.E. 43976 Date (expires 6/30/2007) ALMERIA AVENUE 4 DRNEWAY DETAIL 7 STA 4*4&60 NTS g� CITY OF FONTANA, CALIFORNIA oQR�Fs / � OQ,\O AM�iF, Fy CAPITAL IMPROVEMENT PROJECT PHASE IIA � y DRAWN BY: IDESIGNAED STREET IMPROVEMENT PLANS scams.- w � WALNUT AVENUE PWA STANDARD AS NOTED 6cp. % 0%76 * * er: JJF & E' - NS &DRIVEWAY DETAILS DATE: MARCH, zoos TFOF CHECKED BY: APPRO D B / � (O � �Z •dip DRAWING NO.: 9 CAL� DSH 198 �� CITY EN R R.C.E. 51152 FILENAME: M:\dwg\14908\FINAL DESIGN\STREET\PHASEIIA\WALNUTAVEST9.dw(