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R _is T:, - R -M OF SPUR Ct tc :;2011111.6). E ALR4$ SEE NOTE 2 4�WM"I D BARS --I*W-3� TIE DAN BAR$ 9oo rs - (3.) oc� (31-o-) LONG Sa NOTE s- 3�$W" 1 WARS 1.4 4--W) (4'-@') LOW 75 .43-) DOC F COWT.AWL. MAINE ISO tiwpI DETAIL 'N III IS') OC To INSIDE EDGE OF MAt*tOLE, SEE PNOTE (Ito"" PLAN (SHAFT GOT S"WM Z-UAMGLE FRAME STRUT AND COVER PER ENADE sTD. PLAN G" MANHOLE SHAFT 1-125 no $To. ww-) , so rPIPE SEAT LEVEL. PLAN 324 PIPE BEAT SEE NOTE 8 000 - (3, -o.) -- I j E BARS; E BAR$ TIE BAR8 sTrPs__ 75 TIE BAR 125 - wi= FMSUZ C.'�S E-41 C.; IPR'114 LINE ELEVATION 13M. 1 0 45o --INLET Zy's"To'sEl"usto APPLIES AT SIDE NOTE- 4 wm" Di, 13 15oo - THIS POINT OEM OR OVEG-- SECTION S -B SECTION A -A C NICAGETE RINGS PER STD. -STREET QRADE PLAN 324----l' -125 - . 25 - (5-w) RING SEAT OWT This M &AR5 sTv IN PAVED -so TABLE STREET �VARIAOLE ISO - I$ -1E OWNS 4* �10,0-3 Go / F TIE ams liso - cr -2-1 Fa / UNPAVED sTQ'!_i '_j Ems Roumo ems TO 73 IS" SECT ON C -C AMERICAN PUI%X WOWS ASSOCIATM - Sourmw CALwoom c"Apm -X==- MANHOLE POPE TO PIPE MAIN LINE I -- "Em 320-1 IDIOM mm (36") OR LARGER WM=W 09MPWAMM I= PUBLIC, "M oo=M 3 451m�) 4 STA2WAN =. ROUND TO 75 is 12 OPTIONAL 15 VON Irl OC CONTINUE F GO F _YNINUML "LLET OWTHWAL &M 40 WN 01 OC 70 iMME DOE OF MORRIS. CtwLt t"-. ST 1 ). 4k &MA Its So ONON 1$.. *0 -If r) Pipe SEAT TAICHUNG 3-0 SEES, ?s III-) : "A"' of" JOINT ISO (S.) 0` (Ron A 1,9101114. IN COVER NOT SHOWN 4 -OM -M E SARS SEE NOTE 2 SEE NOTE 3 HIM 0 450 - 03 0 .4 4 0 OR 6ARS TIE 4". A A & 0 EADE a 0 WANS NI E. 10 OF SM. GRAM "I"' 01 E FRANC O;F; OF We AM COVER on 103-TH41A WOUGHOLE STIX PLAN 630 PLAN ONA" PER STO. 0 EASE 4MWT NOT SMONM PLAN 324 TIC OAR STEP AF GORE TIE SAIII F7125 Hus. SO TE AN PIK SEAT A ShOW AID i5M 0 430 - 4" IS-) SECTION G -G OC BOTH WAYS To K 15M 0 450 (.4 0 Her) OC! USED OWN 0 li ISOOD BOTH WAYS, TO IME 11 (SO -O on um is 0300 - (w) SECTION N -M -P -O �-tawcft?f RON" PCOR OWT TH13 STEP IN 1, SM PLAN 324 PAINED STREETS-, H am IT*M GRAINE *NO SEAT 400 - INI-) FOR PAVED 50 -(0') STRUTS. 650 ANN 42--g- H am FOR UNPAVED 3 VARIA&L TIE DAIRS E am$ TIE BMI$ F J MA" FIGURED EDGES TO 75 -(3') A SECTION C -C (MIS Sol ANEWCAN PUBLIC WORKS ASSOCIAlTIODIN - SOUTHOW CALF01100A STA2WAN MANHOLE PIPE TO WE MAIN LINE ID=900 mm (36") OR LARGER 320-1 SHMET-1 t UPP, IRS - . so (5. r) PIPE SEAT 0 BARS_ - ------- ROUND a S T 52� 0 r. 3.1 P 700 _1 I LONGITUDINAL SECTION '"C" "",'D WOO" "SIOCIA11001, 9041)[TH1. OR. CHAPTER LMANHOLE PIPE TO PIPE (LARGE SIDE INLET) 30 -1-OF 1 4 NOTES I� WHEN DEPTH DO FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 067 - (2-10 1/2') FOR PAVED STREETS OR 1060 - FOR UN- PAVED STREETS. CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL *N;. SHAFT FOR ANY DEPTH OF MANHOLE MAY 13E CONSTRUCTED PER SECT ON C -C WHEN DIAMETER 0, is 1200 Avii (40*) OR LESS, CENTER OF SHAFT MAY BE LOCATED PER NOTE 2. 2, CENTER OF MANHOLE SHAFT SMALL BE LOCATED OVER CENTER LINE OF STORM DRAIN INNER DIAMETER 01 IS 1200 - (45') OR LESS. IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT AS- WITH CENTER LINE AND OWT J BARS 3, L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS� A. D,=2400 NOON 19 OR LESS. L-1,7 NO (5-6'), P-130 INNO (51 B. D2 OVER 2400 (961). 01 8 - W -0-L P-210 ANN IS') L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, 0 BARS SHALL BE CONTINUED 150 - (6*) OC� 4. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND REFER 70 THE PROLONGED INVERT GRAM LIKES. 5. REINFORCEMENT SHALL CONFORM TO ASTIOI A 61561, GRADE 300 CASTM A 615. GRADE 40). AkO SHALL TERMINATE 40 - 11 1/2') CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN, 6. F COOR OF MANHOLE $HALL BE STEEL TROWELED TO SPRING LINE. 7. 1300Y OF MANHOLE SMALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. 9. THICKNESS OF THE DECK SMALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT allT SMALL NOT BE LESS THAN THE TABULAR VALUES FOR F SHOWN ON TABLE SH. 2. 9. D BAR$ SHALL BE 1510-4) FOR Or-9?5 w,*39') OR LESS. t5W.5) FOR D2 -1050 - (42*) TO 2100 - BA*) INCLUSIVE AND 201011-6) FOR Ca -2250 ,,HN (90') OR OVER, 10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT it. STEPS SMALL COWORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE SHOWN, STEPS SMALL BE UNIFORMILY SPACED 350 04') TO 375 AWN (15') OC. T14E LOWEST STEP SHALL NOT BE MORE THAN 600 (24') ABOVE THE INVERT. i2� THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MAMHOLEz A. MAIN LINE - 900 - 136') INSIDE DIAMETER OR LARGER. EXCEPT IF THE GAIN LINE RCP DOWNSTREAM Of MANHOLE IS 900 - ISE') TO 1050 - (42') !NSIDE DIAMETER,AW THE MAIN LINE RCP UPSTREAM IS 825 RON, (35*) OR LESS STANDARD LAN 321 SHALL BE USED. NOTES 1. VALUES FOR k 8, C. D,. 02. ELEVATION R AND ELEVATIONS ARE SHOWN ON THE PROJECT DRAWINGS. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. 2 WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mwa (2-10 1/21 FOR PAVED STREETS OR 1060 HIN, (3-61) FOR UWAVED STREETS. CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL 'N' SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER Di 15 1200 ivwN (48") OR LESS, CENTER OF SHAFT WAY BE LOCATED PER NOTE 3. 3, CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER DI IS 1200 rVINN(481 OR LESS. IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45* WITH CENTER LINE. 4. LENGTH OF MANHOLE MAY BE INCREASED AT OPTION TO MEET PIPE ENDS, BUT ANY CHANGE IN LOCATION OF SPUR MUST BE APPROVED BY THE ENGINEER, 5. P SHALL BE 125 iviR (51 FOR D2-2400 ISHII (961 OR LESS AND 200 miam (81) FOR Dg OVER 2400 - (961. S. REINFORCEMENT SMALL CONFORM TO ASTM A 6156L GRADE SOO(ASTM A 615. GRADE 401, AND SHALL TERMINATE 40 - 0 1/?*) 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 SMALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES OF F SHOWN ON TABLE, SM, I 10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BE LOCATED ON SIDE RECEIVING THE SMALLER LATERAL. it. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN. STEPS SMALL BE UNIFORMLY SPACED 550 - 041 TO 375 - (15') OC. THE LOWEST STEP SHALL MOT BE MORE THAN 600 owN (24*) ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE; A. THIS STANDARD PLAN IS USED WHEN STANDARD PLAN 320 IS INIADE- OUATE. MAIN LINE z 900 - (361 INSIDE DIAMETER OR LARGER. BL LATERAL a 500 - (12') TO 3600 - (144') INSIDE DtAMETER� HOWEVER, THE INSIDE DIAMETER SMALL NOT EXCEED THE INSIDE DIAAETEIR OF THE MAIN L IME, S. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN DR EQUAL TO 1/2 THE INSIDE DIAMTE14 OF THE MAIN LINE. IF THE UPSTREAM AND DOWNSTREAM DIAMETERS Of THE MANHOLE ARE NOT THE SAME. THE GOVERNING INSIDE DIAMETER oF THE MAIN LIME SHALL BE CONSIDERED TO BE THAT WHERE THE EXT"DIED CENTER LINE OF THE LATERAL ENTERS THE MANHOLE, C. IN NO INSTAACE SMALL THE INSIDE DIAMETER OF THE LATERAL TO THE MANHOLE BE GREATER THAN 750 - (30'). 13. MANHOLE FRAtiE AND COVER SMALL CONFORM TO STANDARD PLAN 630 UNLESS OT14ERWISE SNOWN. IA. MANHOLE SHAFT SMALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN, 15. WHERE A MANHOLE SHAFT - 900 " (M') WITHOUT REDUCER 15 SPECIFIED REFER TO STANDARD PLAN 3216. 16� WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328. 17� VO4ERE A PRESSURE MANHOLE SHAFT - 914 - ISIS*) WITHOUT REDUCER is SPECIFIED REFER TO STANDARD PLAN 329. 18 DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EOUOU_ VALUES, IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SMALL 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 FOR CONSTRUCTION SMALL BE ENGLISH LIMITS THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN, 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 - i3fi*) WITHOUT REDUCER 328 PRESSURE "0 OLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT 914 - (361 WITHOUT REDUCER 630 610 HVIN (24*) MANIMOLE FRAME AND COVER 633 944 - 1 36') MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENIE PLASTIC STEP WORKSASSO qOLE PIP =900 MM STAWW� I - !LL'! I I 13, MAUNIHOLE FRAME AND COVER SMALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. 14� MANHOLE SHAFT $HALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 15. WHERE A MANHOLE SHAFT - 900 - (36-11 WITHOUT REDUCER IS SPECIFIED REFER TO STAINIDARID PLAN 326� 16� WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFI ED REFER TO STANDARD PLAN 320, 17� WHERE A PRESSURE NIAMMOLE SHAFT - 914 NORN (56-) WITHOUT IS SPECIFIED REFER TO STANDARD PLAN 329. IS. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EOUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SMALL BE METRIC VALUES. EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES, IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS . THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN - 324 MANHOLE SHAFT WITH ECCENTRIC REDUCER 526 MANHOLE SHAFT 900 NNNOD (3$,) WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT WITH ECCENTRIC 329 PRESSURE MAIMMOLE SHAFT 914 " (36*) WITHOUT REDUCER 630 610 vive (241 MANHOLE FRAME AND COVER 653 914 Nwit (36') MANHOLE FRAME AND COVER 635 STEC(, STEP 636 P0LfPROPYLEME PLASTIC STEP AUMCMPUBMWMM"W="M.SOUn*MNCALFOMMCKVMM LMANHOLE PIPE TO PIPE (LARGE SIDEJNLET) 30 -1-OF 1 4 HECORD DRAWNG ";Z;ag TOM 11101000;b MAW% -G6 MMIS rdW vw0u1*w&"wt****ffi"TIN00Mftwa4 vvcv�*Rc- Twqaw.Mw"wt6wt ANY E4111M OR OMMOOM WIM n* oocwmwm #a fill ��rwmw. _EDGEII TO 811 noumm TO 75 13') R At tA OF SPUR 50 -(6') NOR ALL STEEL ME 0 *0 - I, "' 4" 04 OC 01% PPAN (SHAFT NOT BROWN) STRUT GR MANHOLE FRAME COMCPIETE RINGS AND COVER PER PER $TO. PLAN 524 STO. PLAN 630 OWT THIS STEP K#MOLE IN PAVED STREETS - SHAFT Z2S - 91 M ST[L 400 06.) FOR PLAN 324 AK.7;7TS. P THE" ----900 - (3-0.3 6STREE PAVED -123 30 PIPE SEAT ROOM EDGES ROUND EDGES INLETELEVATION APPLIES AT THIS POINT SECTION A -A STATION LI '___9OO - (3-0-1 no - (a-) F��ITEPS 45 STREET OtABE rw - Is SECTION C -C lcfl :�� 200 _(91 OPTIONAL BOTTOM '�"-GRADIE POINTS, 5" NOTE I SECTION B-8 SEETION TAB" Of VA"" "IN ill IKE Halt 11 I, mx 7 DO, 144 - 06-1 1 SIDE AWRICAN PUKJC WORKS ASSIOMT110011 - SOUTHEIRIN CALIFORNMA ICKAPTIER IMANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE NYS 825fftm (33") OR IDI METRIC 321 -1 I UN WITH 9TAMM SPSMCAMM POR PIANO LINE ROP OR REINFORCED MONOLITHIC ARCH, SEE NOTE I- sm NO 80 WON (31 1011". A 0' -L LATERAL CONNECTOR PIPE T �y 6 BARS ROUND 15M : 150 r EDGE TO 75 zt (3-10 HIM 0 450 - a 1 4-3 OR -4 0 IS-) OC TIE BARS 0/ -E AND F BARS 15111 : T5 - -1 0, (.5 3 SEE NODYE S STA. POINT TABLE OF 2 C C OR PIPE 4_� so SEE NOTE 3 VALUES FOR T STA_ POINT B _T i LATERAL SEE NOTE 3 Me INA (121 130 is.) PLAN ITS [IV) 130 is.) 450 (*9 1" (In SM larl 130 INN IS-) spun 10 0 450 (.3 OR 1 0- GOOD HUD Is Uri *C TIE OAR ., DOS 02�1 _1410 is t1r) REIMPORCING STEEL 0 INUM ISM 0 130 1`50 (!El- ISO maI tan 1 0 6.1 oc M 433-1 170 IS I oft ISS -1 ITO 16 InI 00 - 43.) 610% SPRING L INIF /R TIE OARS GAIN$ I CLEW, ELEV. 3 000 4 SARS F BARM 13M OSY UANJISTUROULT> 0 75 - (W) CC CHADLE' Tw H Of .1-114 1450-C-2000). SECTION Z -Z SEE MOTE 0 SECTION M -M ANEIRICAM PUSLX WORKS ASSOCIATION . SOUTHERN CALIFORMIJI, CHAPTER JUNCTION STRUCTURE - PIPETO PIPE INLET 1) � 600 nwn (24") OR 1) > 112 NIM LINE V 331-2 peorm7m" POIN Ptnoic vomm c000rnpicnm I - I oF I NOTE 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 86 7 "1"' (2-10 1/2') FOR PAVED STREETS OR 1060 - (3-6') FOR UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C -C AND DETAIL "N', DEPTH M MAY BE REDUCED TO AN A13SOLUTE LIMIT OF 150 - (61 WHEN LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060 Him (3'-6-) OR LESS� 2. H (IN SECTION A -A AND 8-8) SMALL NOT BE LESS THAN 1-2 . (4-0'), BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SMALL BE USED. FOR H (IN SECTION C -C) SEE NOTE L 3. L $HALL BE 1.2 NO (4'-0') 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 MIUST BE APPROVED BY THE ENGINEER, 4 T SHALL BE 200 IS-) FOR VALUES OF H UP TO AND INCLUDING 2.4 (8'-0*) AND 250 00') FOR VALUES OF H OVER 2.4 rvO (S-01, 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 ASTIwI A SISAL GRADE 30O(ASTM A 615, GRADE 40). AND SHALL TERMINATE 40 - 0 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 $HALL NOT BE LESS THAN 200 m (S'L 10. STEPS SMALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 - 041) To 375 mUrvi 115') 0 A ID 0 THE MANHOLE, AMERICAN PUBM WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER WANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE ID'S 826mm (33") OR SMALLER 3 2�1 - 1 SHEE72OFj NOTE 1. T 15 JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER OF THE LATERAL IS GREATER THAN UZ T14E INSIDE DIAMETER D OF THE MAIN LIKE: OR WHEN THE INSIDE DIAMETER 8 OF THE LATERAL IS GREATER THAN 600 - 124-1, 8 SHALL NOT EXCEED .75 D OR 975 - (39-1. 2. IF THE MAIN LINE is A REINFORCED MONOLITHIC ARCH STORM DRAIN. 0 SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL SMALL BE CUT AM SENT INTO THE JUNCTION STRUCTURE IN THE SAME MANNER AS FOR A PIPE. A CONCRETE CRADLE IS HOT 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 Ap PLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH THE CONNECTOR PIPE CENTER LINE. 4� VALUES FOR k 8, C AND D $HALL 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 HOT BE SHOWN ON THE PROJECT DRAWINGS IF THE INLET PIPE IS TO E14TER THE MAIN LINE RADIALLY, b. ELEVATION R $14ALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A STUB IS To at PROVIDED IN THE MAIN LINE FOR FUTURE CGW#ECTtON OF AN INLET PIPE ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AM 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 LINE RACIALLY UNLESS OTHERWISE INDICATED. THE KILET PIPE MAY ENTER THE MAIN LINE OTHER THAN RADIALLY IF AN I E TER THAN 45-. 0 IS LESS THAN OR EQUAL TO 600 - (24-1 AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN ,5 0: OTHERWISE. STANDARD PLAN 340 $HALL BE USED. 7, NO MORE THAN ONE OPENING SHALL BE WADE IN ANY ONE SECTION OF PIPE� 8, THE OPENING FDA THE BREAKOUT SHALL BE RECTANGULAR AND COT 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 AND BOTTOM SLABS OF THE SPUR- 9� THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND ENCASEMENT (AS APPLICABLE)� A CONCRETE ENCASEMENT IS REQUIRED IF A JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE THE ETE ENCASEMENT SHALL EXTEND 300 - 021 ABOVE THE TOP OF THE MAIN LINE AND TO THE LIMITS OF THE CRADLE, �F CONNECTING TO AN EXISTING STORM DRAIN, PORTION OF CRADLE OPPOSITE INLET MAY BE OMITTED� 10� REINIFORCING STEEL SMALL CONFORM TO ASTM A 615M. GRADE 300. (ASTM A 61!L GRADE 40L. AND BE PLACED 40 - 0 1/2) CLEAR FROM C014CRETE SURFACES, U ESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS THAN J DISTANCE FROM CENTER LINE WITH J-70/12 - 150 - (61, AL 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 HOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCT10H SHALL BE METRIC VALUES. EXCEPT REINFORCIRG BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAN SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SMALL BE ENGLISH UNITS, AWJOCANPUBMVVOFtKSAUWIATM-SOUnERMCAUFCM"CHAPTM RUICTURE - PIPE TO PIPE INEETT In (24") OR > 112 MAIN LINE ID Il. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE; A. MAIN LINE = 825 m (33') INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE 15 900 IvOirt 136'11 TO 1050 IvHII (42*1 INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 ImI ( 33*3 OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 tivri (36') IN DIAMETER- S. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE OUTSIDE CTOPI OF THE LATERAL TO THE BOTTOM OF THE 200 Ival 18') THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE RCP, SMALL BE A MINIMUM OF 150 irwil (61. 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. 1. 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 SMALL 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 .. (361 WITHOUT REDUCER IS SPECIF ED REFER TO STANDARD PLAN 336� 15, WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 528. 16� WHERE A PRESSURE MANHOLE SHAFT - 914 - (36') WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 11. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE USE FOR CONSTRUCTION SMALL 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 FOR CONSTRUCTION SHALL BE ENGLISH UNITS. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREft 324 MANHOLE SHAFT WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT 900 - (36*1 WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT 914 mwit (361 WITHOUT REDUCER 630 6:0 NONN 34') MANHOLE FRAME AND COVER 633 9 4 iNcH 561) MANHOLE FRAME AND COVER 635 STEELSTEP 636 POLYPROPYLENE PLASTIC STEP BENCH MARK:J�8=17 CALTRANS BASIS OF BEARINGS: BRASS CAP IN CONCRETE S.C.E. THE BASIS OF BEARINGS FOR THIS MAP TOWER LEG, 343' N/O HIGHLAND IS THE SOUTH LINE OF THE NORTHEAST QUARTER OF SECTION 26, TOWNSHIP 1 AVE., 0.21 Mi. WIO SAN NORTH, RANGE 6 WEST SAN BERNARDINO SEVAINE RD., 2.65 Mi W ALONG MERIDIAN, SHOWN AS N 89*37'36"W ON HIGHLAND AVE., FROM SIERRA AVE. A MAP FILED IN BOOK 88 PAGES 26 ELEVATION: 1428.6090 THROUGH 42, INCLUSIVE, OF SURVEY RECORDS OF SAN BERNARDINO COUNTY. PREPARED IN THE OFFICE OF �'COQI t MADOLE AND ASSOCIATES, INC. Y OF THE INLAND EMPIRE 10601 CHURCH STREET STE. 107 14 0. 148 14 r rri RANCHO CUCAMONGA, CA 91730 Em PHONE (909) 948-1311 4( CITY OF CA APPROVAL DATE MADOLE R.C.E.14814 DATE t LATERAL/CONWCTOR PIPE -CONC. PIPE. RGP OR C3P L MAIN LINE RCP "I" LINE RCP -j C 15 - O/r) RON,- MORTAR SEE NOTE 4 V3 ,fflhpG, OF T PE 451 Ci &ACwILL -t SEE NOTE 6 1150 _C2_ I CINGS, 1, z cow ETE ACT H_ TO RELATIVE ITT R SEOUIR PECIFIC I UNDISTURBED EARTH CASE I SEDID Mr. PER PEt[FICATIOOS PLAN CASE I SECTION B-8 -FOR OUTLET SEE STD. "TCH BASIN PLAINS CATCH BASIN FLOOR 20 tr�40110. (450 _20, CONIC. ENCASEMENT, SEE NOTE 5 CONC.1PIPIE0 MCP 0 t CS BACKPILL SEE W� 11: BEDDING SEE NOT 4 LW43- CASEI CASE2 �(SEE NOTES 9 a 10) KID (4') NI V IES TO SUIT CONDITIONIS CLASS C NICORTAR PLAN SECTION CASE 3 SADDLE CONNECTION AMERWAN PUBLIC WORKS A330CIATM - SOUTHM CALFCORNIA CMPTM WARIC UNCTION STRUCTURE - PIPE TO PIPE: StA wrNi PUMN PD!E 600 Trim (24")] 332�-' 1 USE WITH STANALMS SPECIFIC �Efir6!j NOTE 1. 0 SiONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION S14ALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. NOT CASE I -AND CASE 2 I� IF ANGLE A IS LESS THAN 45* OR IF D IS LARGER THAN 600 NONNO 24*), THEN ANOTHER STANOAR0 STRUCTURE SHALL BE SPECIFIED. 2, THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED ONE-HALF THE INSIDE DIAMETER OF THE MAIN LINE. 3. THE INLET PIPE SMALL ENTER THE MAIN LINE RADIALLY. IF THE INLET PIPE CANNOT ENTER RADIALLY. THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED, 4� THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THE OUTSIDE DIAMETER OF THE INLET PIPE PLUS 30 - W] MINIMUM TO 75 Twri ( 3 .) MAX I MUM. IF LAID WITHIN THE MA N LINE EXCAVATED TRENCH OR IF LAID ON Fj_L *MICH HAS NOT BEEN DENSIFIED. 6, BURN OR CHIP END OF CONNECTOR PIPE FLUSH WITH INNER SURFACE OF MAIN LINE. ROUND EDGE OF CONCRETE PIPE OR RCP_ 7 ALL CSP AND FITTINGS SMALL BE GALVANIZED. 8- STATION SPECIFIED ON THE PROJECT DRAWINGS APPLIES AT THE INTERSECTION OF THE INSIDE WALL OF MAIN LINE AND THE CENTER LINE OF iNLET PIPE, 9. CASE 2 SHALL NOT BE USED TO CONNECT TO THE FLOOR OF A 10, FOR CASE 2 ' NOT MORE THAN 3�5 IN (12') OF INLET PIPE SHALL BE LOCATED WITHIN THE MAIN LINE: EXCAVATED TRENCH, CASE 3 11. CONNECTIONS TO PIPES 525 owiI (211 OR LESS IN DIAMETER WITHOUT JUNCTION STRUCTURES OR PRECAST Y BRANCHES SMALL BE MADE WITH SADDLES, 12. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED ONE-HALF THE INSIDE DIAMETER OF THE MAIN LINE. 13. TRIM OR CUT SADDLE TO FIT SMUGLY OVER THE OUTSIDE OF THE MAIN LINE $0 ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTOR PIPE. 14. THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE SADDLE SO THAT NO PART WILL PROJECT WITHIN THE BORE OF THE SADDLE PIPE. 15. THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN IN CASES I AND 2. AmErjCAN PUBLIC WORKS ASSIX101kTION -SOUTHERN CALIFORM CHAPTER IT JUNCTION STRUCTURE-- PIPE TO PIPE DO < 600 mm (24")] CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY: TR. 15839) -1 SCALE: DESIGNED: STORM DRAIN IMPROVEMENT PLANS 1 )p =40 CHECKED: LATERAL PROFILES 17TE: 9/16/99 JOB NO. APPROVED DWG. NO. SHEET NO. 126-964 40F4 WIT14 UiUiakCITY ENGINEER R.C.E. 25126 2,77(. __J