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HomeMy WebLinkAbout3853-6STRUCTURAL DATA c DOE BARD SARS 1BARS BARS 375 MM (15*1 115 -m (4 1/41) 1125 MM4 ' �• ('S) 1t? (' /4) 41�0 rim t16•) 116 Mm (4 1/21) , 1200 mm (40'! 21. mm (8*) � 4i 526 mm 121#) 140 mca (5 I < 1275 mm ($V) 215 Mon (8 1/21) In 600 Mm (24'1 144 rrr (� I350 rlt`m { 4*) 240 m (9 675, MM (27*) 140 mm (5 1/24) ._ 9 142 l ('S7") 240 mm (9 ICq') 750 awn (30 1 165 thm (6 1500 rim (601) 240 MAO (9 I/21) 0 425 mm ( 3-) 16!5- mm (6, 1/4'1 17 ,� O � a mtzt (��*) 2fQ r�tlln ((Oil * 9 ) 165 mm (6 1/24) 1650 marl (6 69 260 mm (IQ I/4*) �. 915, rsrtt (19*j: 190 MM (7`) 1725 mm (694) 260 rim (10 x/41) t t)O r3lM (72*) 260 MM (11") 0R 8 GREATER THAN I aQQ awn(??*) SEE PROJECT PLAN NOTES 1.- REINFORCING STEEL SHALT~. 6E 40 MM (1-172*1 CLEAR FROM FACE OF CONCR-TE UNLESS OTHERWISE SHOWN, 2. REINFORCING STEEL FOR INSIDE FACE OF CATCH BASIN SHALL BE CUT AT CENTER OF OPENING AND SENT INTO WALL$ OF MONOLITHIC CATCH BASIN CONNECTION. REINIM4RCINC STEEL- FOR OUTSIDE FACE OF CATCH BASIN SHALL BE CUT 50 mrn (2') CLEAR OF OPENING, . CONNECTION SHALL BE PLACED MONOLITHIC HIC Y4lITH CATCH BASIN. THE ROUNDED EDGE OF OUTLET SMALL BE CONSTRUCTED BY PL.ACINO CONCRETE WITH THE SAME CLASS OF CONCRETE AS THE CATCH BASIN AGAINST A CURVED FORDS WITH A RADIUS OF 75 mm (30). 4. CONNECTIONS SHALL BE CONSTRUCTED WHEiNt (A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN (B) ANGLE A FOR PIPES THROUGH 750 Mtn (304) IN DIAMETER I .LESS THAN 70 OECRESS OR GREATEN THAN TIO DEGREES. . DIMENSIONS THtS PLAN N F OR METRIC AND ENGLISH UNITS ARE NOT ENACT EQUAL, VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR$ SIS - IN , _ E� ENGLISH UNITS MAY BE SU TIT i S U E`O FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED 'OR CONTRUCTION SHALE. BE ENGLISH UNITS, AMERICAN AN PU 3LIC WORKS K3 ABSOC(ATION` : Ot H R.N CALIFORNIA CHAPTER STArrI?1l:�v;�,c� MONOLITHIC CATCHBASIN CONNECTION 308-1 rn 3 H V) 0 cn I I 0 rn N t0 L F— C ci I �O L 0 1 E L 0 iF BASIS OF BEARINGS: LEGAL DESCRIPTION: .10 as <3 BEARINGS ARE BASED ON THE WESTERLY LINE OF c © �, THE NORTHEAST QUARTER OF SECT]ON 23, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF c E AS SHOWN ON AMENDING MAP OF TRACT 13750, FILED SECTION 23, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH 66 COUNTY OF SAN BERNARDINO. 00 INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER N OF SAN BERNARDINO COUNTY, BEING NORTH 0(730'24' WEST. o BENCH MARK: /0 DESCRIBED BY METROPOLITAN WATER DISTRICT SO. c ? CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE v) SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 v FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 z-6 0 FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH aU ON THE NORTHWEST CORNER OF A 10 FOOT WIDE IMo GATCHBASIN 0,8 FOOT SOUTH OF CURB FACE. A STANDARD a v MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". 0 -' NAVD 88 - 1508.56 (FEET) TOLL FREE '"NN' 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. OWNER/DEVELOPER Centex Homes 1265 Corona Pointe Court Corona, CA 92879 Ph: (951) 279-3000 Fax: (951) 279-2100 REVISION DESCRIPTION r'C042 U 0/ZA w11,1G I �^ . URO 004040 „. CATCH BASIN 4) .. ,.�, I B i sCURD POINT t OURB POINT A:7 POlttt POINT E_�l POINT F A POINT 0 •01RECt'ION Off LOW i"' �y LAT`{ p� � <o ­ 01RL'rTtOtt or Fti?'/t tY err - —,.—� I 1A - ----- � I I POPOINT PS7II�T A ���--��I.t7' 4..tN FLOW .._LINE PROFILE OpcNING 0A70"- GA INrs °1 I CUA02� POINT A—' POINT C - POINT F I DIRECTION F' F"1. `s' ----� PLA [ �4 - w -01RECTION OF FLOW 0 n L -b~POINT A POINT 8 POINT 0 �. FLOW LINE PROFILE —f W UN CASE B 25 trlrn 1") 150 rom fr") 25 milt (i') � 5 tr�trl tI'I vA: GR ;VAR.- rte ,.3.,.,.p�;:xs.. ... 4-50 tTIRi; +may 1 R& ) r .t I„`e` RIDGE LLV .. iq II +,. L . r SECTION A -A SECTION 13 B SECTION, C - C IL wLM �'" U 10C I(AEIIi CURB OPEUINQ CATCH 8 Int 0 C3 F_ CAYCII BASIN (Si D �`A`1!I4 "Tina (sit 4 . CURBk PO N I` A ....�. it< PG111T POINT POINT {. rTth Poi NT E *"--,— xPOINT D aR F PL.A. �. S E_ C tr yr C3H6 �P4I`1 CATCH BASINNlGlls OPINCAT4 6aI4tliI � l . II ASI L? 6RIa tdl. — ; _ ,. . L FLINT A POINT , . � IFtEI9IFIT «�j �r r a` P001 . ,._..� PQ>�I I' 0PLAN E Z 422 POINT C s C T A I CBttT 8 ,_ , ATE ) (A 01 .,FLOW -LINE PROFILE ) B=ASES C AND O A GRAFI NQ, I iSlst � ,x 4 t If r� VALLEY FACE 1 It r } MANHOLE 0A f q I A IE AND GRATIN; SECTION I' E - E � ECTI ON D - D AMERI AN PUISLIC WORKS ASSOCIATION SOUTHERN CALIFORNIA CHAPTER STANDAROPLAN iTRIC LOCAL DEPRESSIONS AT CATCH BASINS I-1Hr 2 or- 4 1 SOIL ENGINEER Q�'O 10 RF�� ALBUS-KEEFE and ASSOC., INC. 1011 N. Armando Street I NO 068 Anaheim, CA 92806 Ph: (714) 630-1626 * �r EXP. 0 Fax: (714) 630-1916 d I Q .� CIViL ch�� DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT SEAL—ENGINEER CITY OF FONTANA, CALIFORNIA AEI-ICASCONq� COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL�ROFESSI o F�STORM DRAIN IMPROVEMENT PLANS SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE ARIC M. TORREYSON E N G 11'\1 E E R I r'.i Ci DRAWN BY: SCALE: No. 66068 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. "ADARD DETAILS AS SHOWN CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING itExp. os -3o-06 '� PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY:DATE: s� Q D.J.D. / O.S. �' / JUNE 2005 THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN qT CIVI\- ��� PREPARED BY. • ARIC M. TORREYSON R.C.E No. 66068 DRAWING NO.: 6 F OF CA��EXP. D 6-30— CHECKED BY: APPRO BY: EFFECT. q A.M.T. �s 'Z• !1/17108 �% -�- DATE: /"� CITY ENGINEER R.G.E� 51152 DATE 385311