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Home My WebLink About3743-6IL MAID LINE RCP OR REINFORCED MONOLITHIC ARCH. SEE NOTE 2 ----= t I s , u H ; H D s 80 mm 131 MIN. T T-»...._.....,..7 ._.. i r( C .-► Y o STA. POINT +n CONNECTOR FSI 80 MM Ln SEE ?TOTE 3 STA. POINT LATERAL SEE NOTE 3 Im L LATERAL/ CONNECTOR PIPE ---- G BARS O, ,P ISM a I50 MM (04 0 6`) 0C - -----IOM 0 450 Esc» (*3 OR #4 0 161 4C 'CIE BARS E AND t" sARs 15M 0 75 mm 0,5 0 3•) 0C. SEE NOTE 8 PLAN 375 MM (I51 1130 mm 1561 �'- 1 450 mra (18') 1 130 15•) r_ _ 525 rum (2E•) 130 mm 15') SPUR IOM 0 450 mrn 600 tram t240! 140 mm 15 1/ 03 OR *4 0 18') 675 mm (2fi) 140 mm 15 Ij OC TIE BAR 750 mm (301 150 mm (611 REINFORCING STEEL � G BARS ISM 0 150 mm 823 m.n (331 170 mm i6 1/ (r4 Ck 641 OC >- 900 mm (36') 170 mm 16 Il 80 mm (34) k0u. r--.,, 975 MM (391 180 tnrn 17.1 LI E HG t I3t) nun � •) N TIE BARS �ROUND� EDGES ELEV. R £ BAGS I 5) -. ELEV. S 080 ' (') °C C BARS %. p . , F BARS 151► (125) 0 75 MM (30) OC �....,....../ U14DIS 1 URSED CONCRETE CRADLE, EARTH y t H 265 -C -•I4 (454-C-2000). 1, SEE NOTE 9 SECTION Z—Z SECTION VI—M AMERICAN PUBLIC WORKS ASSOCIATION x SOUTHERN CALIFORNIA CHAPTER PROW—G ►TM VTHE ItM 1 � -DJ=K Ina,. ca�-�,eo�ttt.cu>am� ID > �'1m (24!) OR OD > 1/2 MAIN LANE ID ROUND Mir. A ` USI± WIl'H STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ) �*► 4+ ..' TO 75 mrn an in F ~ tM _ i r( C .-► Y o STA. POINT +n CONNECTOR FSI 80 MM Ln SEE ?TOTE 3 STA. POINT LATERAL SEE NOTE 3 Im L LATERAL/ CONNECTOR PIPE ---- G BARS O, ,P ISM a I50 MM (04 0 6`) 0C - -----IOM 0 450 Esc» (*3 OR #4 0 161 4C 'CIE BARS E AND t" sARs 15M 0 75 mm 0,5 0 3•) 0C. SEE NOTE 8 PLAN 375 MM (I51 1130 mm 1561 �'- 1 450 mra (18') 1 130 15•) r_ _ 525 rum (2E•) 130 mm 15') SPUR IOM 0 450 mrn 600 tram t240! 140 mm 15 1/ 03 OR *4 0 18') 675 mm (2fi) 140 mm 15 Ij OC TIE BAR 750 mm (301 150 mm (611 REINFORCING STEEL � G BARS ISM 0 150 mm 823 m.n (331 170 mm i6 1/ (r4 Ck 641 OC >- 900 mm (36') 170 mm 16 Il 80 mm (34) k0u. r--.,, 975 MM (391 180 tnrn 17.1 LI E HG t I3t) nun � •) N TIE BARS �ROUND� EDGES ELEV. R £ BAGS I 5) -. ELEV. S 080 ' (') °C C BARS %. p . , F BARS 151► (125) 0 75 MM (30) OC �....,....../ U14DIS 1 URSED CONCRETE CRADLE, EARTH y t H 265 -C -•I4 (454-C-2000). 1, SEE NOTE 9 SECTION Z—Z SECTION VI—M AMERICAN PUBLIC WORKS ASSOCIATION x SOUTHERN CALIFORNIA CHAPTER PROW—G ►TM VTHE JUNCTION STRUCTURE - PIPE TO PIPE INLET ST,M E-tsic PLAN � -DJ=K Ina,. ca�-�,eo�ttt.cu>am� ID > �'1m (24!) OR OD > 1/2 MAIN LANE ID .. 33 2 tom° - SHELT i OF 2 USI± WIl'H STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION i w2rud "1"64 TIFK Q� 3 v t0 O I 0 I N r -r) cD I I d - (D N C I _C 'O L 4 E o BASIS OF BEARINGS: LEGAL DESCRIPTION: BEARINGS ARE BASED ON THE WESTERLY LINE OF 0)-° THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF SECTION 23 AND A PORTION OF THE NORTHWEST 1 NORTH, RANG 6 WEST, SAN BERNARDINO MERIDIAN, 1/4 OF SECTION 24, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF SAN AS SHOWN ON THE AMENDING MAP OF TRACT 13750, BERNARDINO. FILED IN BOOK 250 OF MAPS, AT PACS 48 THRODU-M w E 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY 1010) RECORDER OF SAN BERNARDINO COUNTY, BEING n ad NORTH 001*1024' WEST. to BENCH MARK: io DESCRIBED BY METROPOLITAN WATER DISTRICT SO. to `�' CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE L INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 5-5 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 °}FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH E Q) Z ON THE NORTHWEST CORNER OF A 10 FOOT WIDE Q,o CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". ° v NAVD 88 - 1508.56 (FEET) 0 J TOLL FREE 'mmmm' 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION RECORD ORA Gt//�G: (Rei:. 3'29199) OWNER/DEVELOPER Centex Homes 2280 Wardlow Circle, Suite 150 Corona, CA 92880 Ph: (909) 279-4000 Fax. (909) 273-2100 DATE I ENGR. I CITY I DATE 04120fro /r SOIL ENGINEER ALBUS-KEEFE and ASSOC., INC. 1011 N. Armando Street Anaheim, CA 92806 Ph: (714) 630-1626 Fax (714) 630-1916 fk4m� ft O3j3r f rz D NOTES 1. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER OF THE LATERAL IS GREATER THAN I/2 THE INSIDE DIAMETER D OF THE MAIN LINE: OR WHEN THE INSIDE DIAMETER B 4F THE LATERAL IS GREATER THAN 600 mm (24"). B SHALL NOT EXCEED ,75 D OR 975 mm (39`). 2. IF THE MAIM LINE IS A REINFORCED MONOL.ITHiC ARCH STORM DRAIN, D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL SHALL BE CUT AND HENT INTO THE JUNCTION STRUCTURE IN THE SAME MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A REINFORCED MONOLITHIC ARCH. 3. STATIONS -SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR- PIPES APPLY AT THE INTERSECTION OF THE INSIDE MALL OF THE MAIN LINE WITH THE CONNECTOR PIPE CENTER LINE. 4. VALUES FOR A, B. C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS, ELEVATION R AND ELEVATION S SHALL. BE SHOWN ONLY WHEN REQUIRED_ PER NOTE 5. 5. o. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY. b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A STUB IS TO BE PROVIDED IN THE MAIN LIME FOR FUTURE CONNECTION OF AN INLET PIPE. C. ELEVATION S SMALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE CATCH BASIN OR GRADE BREAK IN LINE. 6. THE INLET PIPE SHALL ENTER -THE MAIN LIME RADIALLY UNLESS.t3THERWISE INDICATED. THE INLET PIPE MAY ENTER THE MAIN EINE OTHER THAN RADIALLY IF...ANGLE A IS GREATER THAN.450. B IS LESS THAN OR EQUAL TO 600 mm '(24') AND -THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN .5 D* OTHERWISE. 'STANDARD PLAN 340 SHALL BE USED, 7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE. 8. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE CENTER Of THE OPENING AND BENT INTO THE TOP ANO BOTTOM SLABS OF THE SPUR. 9, THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND ENCASEMENT IAS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE CONCRETE ENCASEMENT SHALT. EXTEND 300 mm (I20) ABOVE THE TOP OF THE MAIN LINE AND TO THE LIMITS OF THE CRADLE. IF CONNECTING TO AN EXISTING STORM DRAIN. PORTION OF CRADLE OPPOSITE INLET MAY BE OMITTED. 10. REINFORCING STEEL SHALL. CONFORM TO ASTM A 615M. GRADE 300. (ASTM A 615. GRADE 40). AND BE PLACED 40 mm 0 1/2') CLEAR FROM CONCRETE SURFACES. . UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS THAN J DISTANCE FROM CENTER LINE WITH J = 7D/I2 + 150 mm (61. 11. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF THE SPUR. 12, 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 CONSTRUCTION SMALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDMDP.A14 MEFRIC 331 — 2 JUNCTION STRUCTURE -�-- PIPE TO PIPE INLET ID > 600 mm (24") OR OD> 1/2 MAIN .INE ID SHEET 2OF2- 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 STANDARDS IN EFFECT. SEAL -ENGINEER W ESSIONAI F h y� wr�ARlC M. TORREY50 m r= No. 66068 :;a Exp. 06-30-06 CIVIL F OF C A��FO (KeV. 3129199) A1.141�CASC E 1\I GI 1 N E E R I I\I 4CA-- 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 PH. (909) 783-0101 FAX (909) 783-0108 PREPARED BY. ARIC M. TORREYSON R. C. E. NO. 66068 EXP. D : 06-30eAel A`_/'/ 1DATE. Irk lO S DRAWN BY - 03, DESIGNED BY: A.T. CHECKED BY: C.V.A 64M CITY OF FONTANA, CALIFORNIA COYOTE CANYON TRACT 16325 SCALE: STORM DRAIN IMPROVEMENT PLANS NIA STANDA DETAILS DATE: 1001 JUNE, 2005 APP D BY: DRAWING NO.: 6 ' 3743 ITY ENGINEER-*'R.C.E. 51152 DATE: is