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Home My WebLink About3610-64t, MAIN LINE RCP OR REiNFORCED MONOLITHIC ARCH, SEE NOTE 4 H H "A, e 0 (31 M I N, LATERAL/ CONNECTOR PIPE 2, G e,A R5 R C "I 15 M 0 1,5, 0, Mon Y v *4 0 6') OC 4, EDGE Cr ITO 75 mm /K < QR .5 w 0 450 rmt Uj 01 1-0,3 OR 0,4 0 is') W, 0 OC TIE BARS Ot Q 0) < Uli 0 - c BARS 0 Or 15M 0 75 min SEE NOTE 8 STA, L POINT L TABLEOF !E1 CONNECTOR PIPE rt SEE NOTE 3 VALUESFOR T v- MM (3 N, STA,, POINT B T LATERAL SEENOTE 3 (52-71-1 3-0--m—rn PLAN mol 051 130 'T"al 0, 45,0 fru" Osl 150 awm (15-) 525 rnrm f2fo) 130 Maw " 451) 10 M 0 4 5 0 mm 600 mfn (241 140 mai (5 1/,2'.) 1 &4 *3 OR 0 18-1 675 mm (Z 71 14 0 (5 1/2-) 0,11" T I E BAR . ..... G BARS f5M 0 150 rnrn iN6'1 825 moo (3 Y) 170 rnr" (6 1/2'1 REFORCH-4,G STEEI -1 0 6 C 900 mm, (36) 17C� jyw� (6 1/21 80 imm (3-) M 1 N, T17 q, 7 5 gnrn 1318 0 mm a E j, SPRiNG ri E 1K, S 11 L NiE ---- 11l ?/ f\ 1� � t3o Inff, 0 r1E BARS ? 01- Fz j E L11 EV R BARS, t-ga% oc jill M M, 5 'Ile 41,,--G BARS ELEV 12 -1:7111 'A T T f BARS (v5) 0 75 mm (3-) OC UNDISTURBED CONCRETE CRADLE, E ART Fi H 265-C-14 (450-C .24„, 00 SEE NOT�,' 9 SECTION Z -Z SE(,,' -TION M -M AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER I --7 ----- -------- ------ ---------- A.C. DIKE CITY DWG. NO. 3607 . ... . ...... IN t— — - ------ -- 70P OF BERM 20 . 7.2' CYPRESS AVE I SPILL -WAY 0 TOP OF BERM— .' ERM—.' - 2' L -c SECTION VIEW 4" THICK CONCRETE MAT (560-C-3250) SCALE. 1 *�-5` WITH 6"x 6", 1.4 x 1.4 W.W.M. - 5' WIDE RIW eoBERM '70F ,or -op 6 EI 12ION BASSIN tr 1 MAX CN 'L3:1 MAX TQC CONCRETE MAT (560-C-3250) DO WITH 6 "x 6", 1.4 x 1,4 MMM, SECTION VIEW SCALE. 1 "-5" 1E go Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue ontanal Cahfornia 92M,5 (9091 356-1815 Fax (909) 356-1795 David 13. Hammer, H.C.E. 43976 Date t kexpires 6/30/20051 NOTES I- THIS JUNCTION STRUCTURE SHALL BE u WHEN THE OUTSIDE DIAMETER OF THE LATERAL IS GREATER THAN 1/2 THE 'INSIDE DIAMETER 0 OF THE �T, MAIN LINE; OR WHEN THE INH SIDE DIAMETER B OF TE LATERAL- IS GREATER THAN 600 mm 124"). B SHALL NOT EXCEED .75 D CIR 975 mm (39'0). 2. OF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN, 0 SHALL REFER TO THE CLEAR SPAN OF THE ARCH- REINFORCING STEEL SHALL SE CUT AND BENT INTO THE JUNCTION STRUCTURE IN 'THE SAME MANNER AS FOR A PIPE, A CONCRETE CRADLE IS NOT REOUIRED FOR A REINFORCED MONOLITHIC ARCHL 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 WALL 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 REOUIRED PER NOTE 5, 5. a,, ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS IF THE INLET PIPE 15 TO ENTER, THE MAIN LINE RADIALLY. b. CLEVATION R, SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION OF AN INLET PIPE. c, ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN ONLET 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 LINE RADIALLY UNLESS OTHERW4SE INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN RADIALkLY IF ANGLE A 15 C3,REATIER THAN 4,50, B IS LESS THAN OR EQUAL TO 600 mm (24") AND, THE OUTSIDE DIAMETER OF THE INLET PIPE 1S LESS THAN OTHERWISE, STANDARD PLAN 340 SHALL BE MEED. 7, NO N THAN ONE OPENING SHALL BE MADE IN ANY ONE '-SIECTION OF PIPE, S. THE OPENING FOR THE BREAKOUTSI-,,I BE RECTANGULAR AND CUT NORMAL, TO THE PIPE SURFAtCIE WITHOUT DAMAC3ING THE REINFORCING STEEL. THE TRANSVERSE REINFORCEMENT OF THE MAIN 'LINE SHALL BE CUT AT THE CENTER OF THE OPENING AND BENT INTO THF TOP AND BOTTOM SLABS Or THE SPUR. 9- 7jrHE MAIN LINC SHALL DE RCINFOPCED WITH A CONCRE'li'E CRADLE AND ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS RED UIRED IF A JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE CONCRETE ENCASEMENT SHALI- FxTEND 300 mm (12a) ABOVE THE TOP OF THE NIA,JN LINE AND TO THE LIMITS OF THE CRADLE, IF CONNECTING TO AN EXISTING STORM DRAIN, PORTION OF CRADLE OPPOStTE INLET MAY BE OMITTED, 10, REINFORCING STEEL SHALL CONFORM TO ASTM A I" 300, (ASTKA A 615. GRADE 40). AND BE PLACED 40 mm (1 1/2") CLEAR FROM CONCRETE SURFACES. UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT 'LESS THAN J DIS7ANCE FROM CENTER LINE WITH Jz7D/12 + 150 mm (6"). 11. FLOOR OF THE SPUR SHALL BE STEEL—TROWELED TO THE SPRING INE OF THE SPUR, 12- WMENSIONS 53HOWN ON THIS -5 PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EOUAL VALUES. IF METRIC VALUES AREUSED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC V4LUES, EXCEPT REINFORCING BARS '1Z-5 IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNI,rs ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS - JUNIPER AVE SPILLWAY E -E SECTION VIEW SCALE: 1 `=5' D AH TOP OFBERM - 5.4 . 2 4" THICK CONCRETE MAT (5560-C-3250) WITH 6"x 6, 1.4 x 1.4 W.W.M. a 9 SECTION VIEW SCALE. I "- 5' 1q, 1111 1 1 1 1 11 MEMIMEM110 i mom, .. ...... . .. ............. . . ......... . . ............ 4 rKUHLt P MULGATE PYT� STANDARD PLAN 440 JUNCTION STRUCTURE - PIPE TO PIPE INLET "T .. . . .. ... O= =32.2 cfs . . ... . . . . ........ 4 HORIZ r-- 2W P UBU C VVO RKS STANC)AR C44 I NIC folF, RIC G R EE- N000 K C0 NMI IT 7 EE ID 600 mm (24') OR OD > 1/2 MAIN UNE ID 331 -2 10400 Vw =9.5 fps 10#50 11#00 11050 12400 12+50 VE T.- f.- 2f I 1%,W 1496 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION �SHEF,7 I OF 2 I --7 ----- -------- ------ ---------- A.C. DIKE CITY DWG. NO. 3607 . ... . ...... IN t— — - ------ -- 70P OF BERM 20 . 7.2' CYPRESS AVE I SPILL -WAY 0 TOP OF BERM— .' ERM—.' - 2' L -c SECTION VIEW 4" THICK CONCRETE MAT (560-C-3250) SCALE. 1 *�-5` WITH 6"x 6", 1.4 x 1.4 W.W.M. - 5' WIDE RIW eoBERM '70F ,or -op 6 EI 12ION BASSIN tr 1 MAX CN 'L3:1 MAX TQC CONCRETE MAT (560-C-3250) DO WITH 6 "x 6", 1.4 x 1,4 MMM, SECTION VIEW SCALE. 1 "-5" 1E go Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue ontanal Cahfornia 92M,5 (9091 356-1815 Fax (909) 356-1795 David 13. Hammer, H.C.E. 43976 Date t kexpires 6/30/20051 NOTES I- THIS JUNCTION STRUCTURE SHALL BE u WHEN THE OUTSIDE DIAMETER OF THE LATERAL IS GREATER THAN 1/2 THE 'INSIDE DIAMETER 0 OF THE �T, MAIN LINE; OR WHEN THE INH SIDE DIAMETER B OF TE LATERAL- IS GREATER THAN 600 mm 124"). B SHALL NOT EXCEED .75 D CIR 975 mm (39'0). 2. OF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN, 0 SHALL REFER TO THE CLEAR SPAN OF THE ARCH- REINFORCING STEEL SHALL SE CUT AND BENT INTO THE JUNCTION STRUCTURE IN 'THE SAME MANNER AS FOR A PIPE, A CONCRETE CRADLE IS NOT REOUIRED FOR A REINFORCED MONOLITHIC ARCHL 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 WALL 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 REOUIRED PER NOTE 5, 5. a,, ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS IF THE INLET PIPE 15 TO ENTER, THE MAIN LINE RADIALLY. b. CLEVATION R, SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION OF AN INLET PIPE. c, ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN ONLET 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 LINE RADIALLY UNLESS OTHERW4SE INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN RADIALkLY IF ANGLE A 15 C3,REATIER THAN 4,50, B IS LESS THAN OR EQUAL TO 600 mm (24") AND, THE OUTSIDE DIAMETER OF THE INLET PIPE 1S LESS THAN OTHERWISE, STANDARD PLAN 340 SHALL BE MEED. 7, NO N THAN ONE OPENING SHALL BE MADE IN ANY ONE '-SIECTION OF PIPE, S. THE OPENING FOR THE BREAKOUTSI-,,I BE RECTANGULAR AND CUT NORMAL, TO THE PIPE SURFAtCIE WITHOUT DAMAC3ING THE REINFORCING STEEL. THE TRANSVERSE REINFORCEMENT OF THE MAIN 'LINE SHALL BE CUT AT THE CENTER OF THE OPENING AND BENT INTO THF TOP AND BOTTOM SLABS Or THE SPUR. 9- 7jrHE MAIN LINC SHALL DE RCINFOPCED WITH A CONCRE'li'E CRADLE AND ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS RED UIRED IF A JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE CONCRETE ENCASEMENT SHALI- FxTEND 300 mm (12a) ABOVE THE TOP OF THE NIA,JN LINE AND TO THE LIMITS OF THE CRADLE, IF CONNECTING TO AN EXISTING STORM DRAIN, PORTION OF CRADLE OPPOStTE INLET MAY BE OMITTED, 10, REINFORCING STEEL SHALL CONFORM TO ASTM A I" 300, (ASTKA A 615. GRADE 40). AND BE PLACED 40 mm (1 1/2") CLEAR FROM CONCRETE SURFACES. UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT 'LESS THAN J DIS7ANCE FROM CENTER LINE WITH Jz7D/12 + 150 mm (6"). 11. FLOOR OF THE SPUR SHALL BE STEEL—TROWELED TO THE SPRING INE OF THE SPUR, 12- WMENSIONS 53HOWN ON THIS -5 PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EOUAL VALUES. IF METRIC VALUES AREUSED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC V4LUES, EXCEPT REINFORCING BARS '1Z-5 IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNI,rs ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS - JUNIPER AVE SPILLWAY E -E SECTION VIEW SCALE: 1 `=5' D AH TOP OFBERM - 5.4 . 2 4" THICK CONCRETE MAT (5560-C-3250) WITH 6"x 6, 1.4 x 1.4 W.W.M. a 9 SECTION VIEW SCALE. I "- 5' 1q, 1111 1 1 1 1 11 MEMIMEM110 i mom,