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HomeMy WebLinkAbout2850-4NOTE::. - . S �� I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 2'-10 1/2' FOR PAVED STREETS` OR 3`-6" FOR UNPAVED 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 DF IS 48` OR LESS. CENTER OF SHAFT .. MAY 8E LOCATED -PER NOTE 2. . 2: CENTER -OF- MANHOLE .SHAFT SHALL BE LOCATED. OWER CENTER LINE OF . STORM, DRAIN WHEN DIAMETER DI IS •48' OR LESS. IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45° WITH CENTER LINE AND -©MIT J BARS. 3. L AND P SHALL -HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS: - . A. ' De 964 -OR LESS. 054-6% P=50 . . : B. _ D2 OVER 9-6'. L= 6' -O`. -P= 8' L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE . ENDS. WHEN .L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED. D BARS - . I SHALL BE CONTINVED- 6.00. 4. STATIONS: -OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER - LINE- OF -OF ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. 5. REINFORCEMENT SHALL. CONFORM TO ASTM A 615. GRADE 40, AND SHALL TERMINATE 1 I!2` CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. . 6. FLOOR OF: MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. - .7. 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. _ 8.Th_ICKNESS OF THE- DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F SHORN -ON TABLE - SH. 1. - 9. D. BAR -$.-'SHALL BE #4 FOR Dz=39' 4R LESS. o5 FOR D2-42' TO 84' - I°NCLUSIVE AND •6 FOR -D2=9-0' OR OVER. .. . 10. CENTER -LINE OF. INLET- PIPE SHALL INTERSECT INSIDE FACE OF CONE AT SPRING LINE UNLESS- OTHERWISE SHOWN. 11. STEPS- SHALL. CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE SHOWN; _'STEPS SHALL BE UNIFORMLY SPACED 14" TO 15. OC. THE LOWEST STEP SHALL NOT BE MORE THAN 240 ABOVE THE INVERT. . 1. 12. THE TOLLOWING- CRITERIA SHALL BE USED FOR THIS MANHOLE= A. MAIN LINE -x--.36" INSIDE DIAMETER OR LARGER. EXCEPT IF MAIN LINE RCP DOWNSTREAM OR MANHOLE IS 34- TO 42' INSIDE DIAMETER AND - . MAIN LINE_ -RCP UPSTREAM IS 33' .OR LESS STANDARD PLAN 321 SHALL - . ___T_ . BE - U -SED. - - z - - S. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR - __ EQUAL- TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE -- - UPSTREAM ANO DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT THE SAME. THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE . SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER LINE OF THE LATERAL ENTERS THE MANHOLE, C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO . THE MANHOLE BE GREATER THAN 30'. [3. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 634 . . UNLESS OTHERWISE SHOWN. 14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 15. WHERE A MANHOLESHAFT - 36�-INCH WITHOUT REDUCER IS SPECIFIED REFER -TO- STANDARD PLAN 326. 16: WHERE A PRESSURE MANHOLE SHAFT -WITH ECCENTRIC REDUCER IS SPECIFIED REFER T-0 STANDARD PLAN 328. 17. WHERE A PRESSURE -MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS SPECIFIED REFER TO. STANDARD PLAN 329. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER- 326- MANHOLE SHAFT 36 -INCH WITHOUT REDUCER 328 -PRESSURE MANHOLE SHAFT - WITH ECCENTRIC - 329 PRESSURE MANHOLE SHAFT 36 -INCH WITHOUT REDUCER 630 -24-INCH MANHOLE -FRAME AND COVER .- 633 -36-INCH MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP DI F OPTIONAL OUTSIDE ': F EDGES TO BE- EDGE OF CONCRETE ROUNDED. . . I 0 BARS - j TO 3' R . S OC hp P R=10 OF SPUR f 1- •3 `TIE BAR 4C . . C 4-66. E BARS A. .j 3'-3' LONG. L 4-•4 H BARS SEE NOTE 2 .3 TIE BAR 4,_ 3'-0' LONG D BARS SEE NOTE 30 OC. 9 r-, DETAIL. 'NO . 3-•4 J BARS 4'-8` (RINGS AND COVER NOT SHOWN) LONG, 3' OC CON' T. ;SEE NOTE .1) 11 F D, F ADD'L. BARS "6' OC TO INSIDE EDGE OF P Q MANHOLE. SEE NOTE 2 (SHAFT NOT SHOWN) Fi PIPE SEAT LEVEL. MI SEE NOTE 8 MANHOLE. FRAME - t+.� a thI 6 STREET AND. COVER PER E BARS GRADE . STD. PLAN 630 - - .1 I 3. R 24 - 1 .� 1 D BARS F MANHOLE SHAFT .j S P { 2,-4.12'-4. 1 _P 0 PER M. 5•a2' .PIPE m -•►) i-" PLAN 324 SEAT * 2 la- . -0. E BARS� ' TIE BARS .. U. GRADE .POINTS, STEPS SEE NOTE 4 TIE BAR F F J 4. BARS - SECTION .B -B ROUND - EDGESSPRING LINE . TQ- 3'R - CONCRETE RINGS STREET GRADE 04118' OC INLET PER STI}. BOTH WAYS. -'� ELEVATION PLAN 324 TO.BE USED APPLIES AT 5'x I' RING SEAT WHEN D2 IS THIS POINT OMIT THIS_ H $ARS 60. OR OVER I- STEP IN SEE TABLE SECTION A -A STR€ETS m VARIABLE _ _ s. .I: VARs H BARS . 240 . •3 OR •4 . TIE -BARS 16' FOR PAVED F - J BARS STREETS. - 2`-2' TABLE OF VALUES FOR F D t: 02 1F 3`-8' 36' 61/2• 78' 1 It 3/4' 39' 7' 84''1 12 1/2' 420 7 (/2' 90` i3 l/4` 45` 7 3/4• 96' - 14- 46• , 8' IO2' 15 1/2- 51• 8 1/2' too- . I6' 54' 9' -114• 161/2' 57' 91/4` 120' 1 17' .60` I 9 1/2' 126' - 17• 63• 10-. 132` I7 1/2- 66` 10 1/40 13801-17 1/2• 69' '10 3/4' 144• 1 18' 72' It- . FOR UNPAVED, ROUND STREETS EDGES . W_ .. - - -- -. TO 3'R - i SECTION C -C TABLE OF .VALUES F R M (S.EE NOTE 1) SECTION PAVED STREET MAX. MIN. UNPAVED STREET MAX. . . -MIN. A -A. - 2''=-10 1/2' 3`-8' C -C It• 6 t/2` . 16• IS' AMERICAN PUBLIC WORKS ASSOCIATION ••- SOUTHERN. CALIFORNIA CHAPTER MANHOLE PIPE TO PIPE MW � STANRARDPLAN - 320 O ►m = OR LARGER MAIN LINE ID - .36" 5 Vill VM "AWDARst SPEpPtCr►TIOHS IN rl" WOM CONSTRIM1I01I SHEET 1 OF 9 NOTES . C. MAIN LINE RCP OR I, THIS . JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER REINFORCED MONOLITHIC OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D. OF THE ARCH. SEE NOTE 2 ---' J I4 SEE NOTE I MAIN 1-ItVE OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER THAN 24'. B SHAM I NOT EXCEED 3/4 D O . 04 R 39• s4 12•--� ,r --520-C-2800 CONCRETE H I M 12. IF THE MAIN LINE _IS A REINFORCED MONOLITHIC. ARCH STORM DRAIN, r R� D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL. SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME ` �-�. MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REOUIRED FOR A 3, , [N. T a: �' REINFORCED MONOLITHIC ARCH. . 1 f CONNECTOR PIPE L T 3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERAL'S APPLY AT THE . "-��'; i INTERSECTION OF CENTER LINES' OF MAIN LINE AND LATERAL.. STATIONS Ly '\ SHOWN ON THE PROJECT DRAWINGS -FOR CATCH BASIN CONNECTOR PIPES ! APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH +•� �„ { 4 6.. THE CONNECTOR PIPE CENTER LINE. °' % co I I y. SHOWN ON THE PROJECT DRAWINGS. � W 5 �, t II Raur1D � � 4. VALUES FOR A. B. C AND D SHALL BE . I- I- i ---•3 OR -4 0' 18. OC ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER �`` Z z I T03' R ---- TIE BARS NOTE 5. %W w O . J'* w gn . I _% AND F BARS 5. c. ELEVATIONS R ANO S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS 8 m -5 0 3. 0C. I. IF THE INLET PIPE IS TO ENTER THE MAIN. LINE RADIALLY- SEE NOTE 8 b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS. ONLY If A STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION N�� _ :, sTA. POINT CONNECTOR PIPE I 3• MIN. SEE NOTE 3 t� - STA. POINT LATERAL - SEE NOTE 3 PLAN SPUR •3 OR -4.0la* OC AR TIE BS REINFORCING STEELG BARS - •40 6. OC I- 3• MIN �_- TABLE OF VALUES FOR T 1. (INCHES) (INCHES) 12 . 5 15 .s s to 5 21 L5M 12' 24 M 3112 27 51/2 3t1 5 33 S -1s2 36 6112 39 i OF AN INLET. PIPE. . c. ELEVATION S SHALL -BE SHOWN .ON THE 'PROJECT DRAWINGS IF AN INLET PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE HALL 9£ AID ON A STRAIGHT GRADE F R OM ELEVATION S TO THE -' SEE N 9 ^• . CATCH BASIN R GRADE BREAK IN LINE. THE INLET PIPE SHALL ENTER THE MAIN -LINE RADIALLY UNLESS OTHERWISE I E INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN 6' MIN . RADIALLY IF ANGLE A IS GREATER THAN 456. B IS LESS THAN OR EQUAL TO 24' AND THE OUTSIDE DIAMETER- OF THE INLET PIPE IS LESS THAN 1/2- D: OTHERWISE. STANDARD PLAN 340 SHALL BE USED. __ _ _ No. 2 CUT No. 1 7. NO MORE.THAN ONE OPENING SHALL. BE MADE IN ANY ONE SECTION OF PIPE. LINE 4 . N B. THE OPENING FOR THE BREAKour SHALL BE RECTANGULAR AND CUT NORMAL __r__- ---- -TO THE PIPE SURFACE WITHOUT .DAMAGING THE REINFORCING STEEL. THETRANSVERSE REINFORCEMENT OF THE MAIN LINE SMALL BECUT AT THE 0[ CUT N0. 2 l r f 5. CENTER OF THE ENING AND BENT INTO THE TOP AND BOTTOM SLABS OF _ _ LINE SPIKING t�! Co. �_ TIE BARS THE SPUR. LIME t�ROVND� - ` - V. R ~ N -^ 1 I EDGES .g ELE CUT Ni E BARS S. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND 6- MIN l ELEV. S . 1 3' 0, G BARS ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT. IS REQUIRED IF A # �-� JOINT IN THE.MAtNI LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE 3_I4 iDa - .. - ..,� '-I - T CONCRETE ENCASIiI�AENT SHALL EXTEND 12'• ABOVE THE TOP OF THE MAIN 4 �� • F BARS e5 LINE AND TO THE. LIMITS OF TME CRADLE. DETAIL .`A` ISEE NOTE 10) ` 0 3. OC IF CONNECTING TO AN EXISTING STORM DRAIN, PORTION OF CRADLE SONO. -TUBE: OR EQUAL. INTERIOR FORM CONCRETE CRADLE. -'J I OPPOSITE INLET MAY BE OMITTED. UNDISTURBEi) ,420-C-2000. CUT NO. It SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANS - EARTH H H SEE NOTE 9 ~10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615. GRADE 40. AND BE VERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS PLACED ! 1/2' CLEAR FROM CONCRETE SURFACES. UNLESS OTHERWISE TOGETHER FORMING THE DEFLECTION ANGLE A. SECTION Z -Z .SECTION M -M SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS THAN J CUT z= SAW THE TUBE LONGITUDINALLY REMOVING A STRIP 3.1414 (OD -D) INCHES WIE)E.ON THE AIDE OPPOSITE THE OPEN ,DISTANCE FROM CENTER LINE WITH J=70/12 + 6'. JOINT. BEND THE ENDS OF THE CUT' TOGETHER AHD INSERT - THE WBE IN THE PIPE. It. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF . THE SPUR. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTMERN CALIFORNIA CHAPTER L JUNCTION STRUCTURE -PIPE TO PIPE L i INLET IDz 2W OR .> /Z MAINLINE. ID 18- I��, DWi OF: uu wmt STmom emlm hon Pue1x Rom ootlsrwx" D L T 12' 12• 4• 18- 12- . 5- 24• 12' . 6' 3a• 18• 7• 36• I$'-. 19'. 42'Itb' 8. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR TIES SHALL BE D+(2X WALLL THICKNESS) + T. 9• 41)-. 18• 10' 57,18- BETWEEN THE EXTREME OUTER ENDS IS 2 :1/2' OR LARGER. - 10- 606 2,• u• St. 21- ,- :2' 24- 12' NOTES - I: A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE EXCEEDS 0.10 OF A FOOT PER FOOT. 2. FOR CURVE JOINTS (SEE DETAIL B. SHEET 1) PIPE DIAMETER: COLUMN A (SEE A BELOW) COLUMN B (SEE 8 BELOW) 21• AND LESS 1/2' ' 1• 24` TO 45.' . 1• • 1 3/4.' 46- TO 69' 1 1/20 2' 72' TO 84•- 2- 2 3/4- 8I- AND GREATER 2 1/2' 1 3- A. IF THE EXTREME OUTER ENDS OF THE PIPE LEAVE A GAP THAT . EXCEEDS VALUES IN COLUMN A. A CONCRETE COVER IS REOUIRED IN ACCORDANCE WITH SUBSECTION 306-1.2.4 OF THE SSPWC. S. IF THE EXTREME OUTER ENDS OF THE PIPE .LEAVE A GAP THAT EXCEEDS VALUES IN COLUMN B. A CONCRETE COLLAR IS -REQUIRED. IF THE GAP EXCEEDS 6 INCHES. A TRANSITION STRUCTURE IS .REQUIRED. - - 3. CONCRETE COLLAR SHALL NOT BE USED FOR A. SIZE CHANGE ON . TIJE MAIN LINE. 4. CONNECTOR PIPES - CIRCULAR TIES= ��l . INTERIOR SURFACE OF PIPE PIPE 01-AMETER A. WHERE PIPES OF DIFFERENT DIAMETERS ARE. .JOINED WITH A _ N T C AR .L AND T SHALL .BE THOSE OF THE LARGER. CO CRE E OLL 2 1/2'3 PIPE. D=DI OR.02.WHICHEVER IS GREATER. 24' TO 30• B. WH. N Di IS EQUAL TO -OR LESS THAN.02. JOIN INVERTS AND 3 WHFN DI IS GREATER THAN CD2. JOIN SOFFITS. . 2 1/2' OR LESS 1 5. FOR PIPE LARGER THAN 72` SPECIAL COLLAR DETAILS ARE �,.... - . Np REQUIRED. - 5 -6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. cavGC�T sa rarMa FnT wr►c11. ,62"t DPL" �R. litpn7i+ ,Io1Nr. 7. REINFORCEMENT SHALL CONFORM TO ASTM A 6i5. GRADE 40, / /- 8. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR TIES SHALL BE D+(2X WALLL THICKNESS) + T. :.. ,. ; s ;,; S. - REINFORCING SHALLBEUSED WHERE THE PIPE DIAMETER IS . •. ;y- - e. GREATER THAN 2t' AND ON ALL PIPES WHERE THE SPACES . •o: .41 .. - . 4 .w .l -.V - BETWEEN THE EXTREME OUTER ENDS IS 2 :1/2' OR LARGER. - - CIRCULAR TIES= ��l . INTERIOR SURFACE OF PIPE PIPE 01-AMETER SPACE BETWEEN EXTREME OUTER ENDS NO. OF CIRCULAR TIES 21` OR LESS 2 1/2'3 12 INCHES THROUGH 72 INCHES 24' TO 30• 2 1/2. OR LESS- 3 33- TO 57' 2 1/2' OR LESS 1 4 60- TO 72- 1 2 I/2. OR LESS I - 5 WHERE THE SPACE BETWEEN .PIPE LONGITUDINAL ENDS EXCEEDS DETAIL- `B' 2 1/2': THE NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO TYPICAL JOINT FOR MAINTAIN AN APPROXIMATE. SPACING OF 6. OC. REINFORCED CONCRETE PIPE 10, WHERE THE PIPE IS 2I. OR LESS IN DIAMETER AN INTERIOR FORM OF UNSEALED SONO -TUBE OR EQUAL SHALL BE USED -TO PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE LEFT IN PLACE (SEE DETAIL A). WHEN THE. PIPE IS 24' OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND NEATLY POINTED. . AMERICAN P11BUC WORKS A9110 - . ibPi - SOUTHERN CALIFORNIA CHAPTER prion" AM IITTIMA &MM CONCRETE COLLAR FOR RCP mw '{ w.m �'°"` °0°FE';� 12 INCHES THROUGH 72 INCHES 380°'0 uU WITH 04111 O SPECMM11M Fal N" WWM CONSfR11ClfON soaMC . . 11111 T t OF ! � - . . 1. ._____­._­ .. -.-..-.. . . .. . . � . . i . - .1-1 eiwollf '-1 � c0*119 of endof pipe "• 0. . . ... -C RIPE Brick laid lengthwise • and mortared IDlavNO RM) Clawd* edge of.R.C.P. groove . - or end of pipe tit two+ten y . . M . . AKkj f1S# iPuG I • I Cement gmt capping . ,� ,, j 1C;(,�b 1 1 °t?aCjf !A/18 . i�Iau R� DRIf Ck. C A' ACP 4" EM8E 14&J1., ' , ' 3= �1,ejoxrm PBUf. gieA--D W% TYP 4 PPI ACM : . * 4 .�.i8" a w i'5owne dl - . . . 1.GA��s - '• •` , '• •• ' ' Brick a mortar cbswe ELEVATION - - PI PE CLOSURE OW TYPE "S":. . *- I - Mo . ...... - (Brick _and Mortar) - - - ..l. - .. . ' I. Type "8" clown -for "D" not larger "M SAN KRNAROINO COUNTY " cifierd the - FLOOD CONT*OL DIO'T C 36 Yn[ess . approved Or ve . Engineer. ISENl a�IrrN. er OATMt. 2.See swificotrons for odditionol - information. .. C.L. '5-9-63 . _ FOA MC. s.1� . i�A _ . . . BRI- . ICK I. . - ____ __�ND X017it- PLUG STDO. SJ,176kuwwmzzll� - I . I I . . I . .- cnosswe Pin WALL 401AMETEI! OF.PIPE'So1) I . I X (SEE NOTE 3} -'- ' CONCRETE SLC ' CWICRETEI L 2000 - - OPTIONAL SIDE - Of BLANKET ITYP} . ` '_ 4 . jj I LTYP,{ . p`• . i.. - .an fOR 0) Ir UNDISTURBED EARTH (TYP:) - 141711111114.1 . - SM Do FOR BS1'J' OUTSIDE OF PIPE BELL £1IIST'N6 PIPE CRIT BLAS (FOR EXISTINO -PIPES CROSSED OVER.BY A. NEW. PIPE) NOTE .L CONCRETE BLANKET IS REOUIRED WHEN THE CLEARANCE BETWEEN THE TOP -Of THE EXISTWO PIPE AND THE BOTTOM OF THE CROSSING PIPE IS LESS THAN i8'. !t.-Y%W6(6 wN.} W"ERE TME CLEARANCE BETWEEN THE TOP OF.THE:EXISTiNG PIPE AND THE BOTTOM OF THE CROSSING PIPE 15 LESS THAN ")r ,_ T14E CONCRETE SHALL BE PLACED 99jWEEN. THE PIPES AND AROUND THE SIDES Of THE CROSSING PIPE LMP TO A LEVEL EQUAL TO `Y'�►e0_ Ve THE EmSuka PtM,ORAS REOWRND BY NOTE3 KLOW, WHICHEVER IS HIGHER:). 3. "X`40 At, - MINIMUM, T4 PROVtog 9EOBINe MATERIAL FOR THE CROS51N8- CONWit WHEN "X• IS LESS THAN THIS Ii11NtMUM. THE ENTIRE TOP SURFACE 4F TIME OLANKET SHALL K RAISED TO#1AKE 00111TACT." WITII THE OWER 9M Of Tit(: CRO�MiB APE. 4. THE -BLANKET SHALL EXTEND LO.N61TUDINALLY To THE FIRST .ROINT BEYOND: THE TRENCH EXCAVATION AT EACH M OF THE BLANKET, EXCEPT I THAT THE BLANKET MEED NOT BE EXTENDED -MORE THAN 4 FEET -BEYOND THE TREM M. &-WHENEVER A PIPE BELL IS ENCOUNTERED WITHIN THE LIMITS OF THE SLANXCT, ALL DIMENSIONS SHALL REFER TO THE BELL. . AMERICAN PUBLIC WORKS-ASSOCIATM - TERN CALIFORNIA CHAPTER . . - -1. - - - WINEPER PROM11AUIEDIW THEAPfMA411C. Ji3NT c II wa coLmna BLANKET PRt� EC'TION FOR PIPES : 2254 - . im soaMC . . . M rrtrlll:TAN"M �n PI eve 1�O COwTRlxl". . - SHM 11OF I T ��r! �,. LL ; . . 0,9o11i1 . \_ �� L . . . . 'oIIF , , . I �__��� GRATE ASSEMBLY DETAIL STC . CIAO TEE .. . . soaMC . . . k . - 00.4MA)I M flecg 490 _ 0 -PvoO rsI Wmt tine INICK" s or . TABLE F VALUES FORM ISE NOTE 21 ooNNEt r TO RAP. WH PJC.C. Cc" Pat - cavGC�T sa rarMa FnT wr►c11. ,62"t DPL" �R. litpn7i+ ,Io1Nr. - j :?:!:i • ri:L; i f . AT Gem. • . f AND 4ROt1lt 81tAIN �' __ 0 0110R EIO01L I OUX / CONdtiDE MI MAX. MIN. N -M -P -O -C--Y. 3.- ' I If � - 16' 15' --,-? r R it i - r -- - _CONNECTION .AND RISER DETAIL. t TEMPORARY INLET S��CT�RE. - . IIETAI� Wr OUL PICK HOLE , e X e DAMOM MAT DROLL AND TAP HOLT; AND INSTALL I10M II.' STAIOCESS sTin socKer sET SCREW wwITH 3r' � HEx HOLE. ALL THRF•"& c"•' •• . E . ARS SI s . ' r L9,�/l �' ili1 /-'ung �. f, . A & OR F LARGE -Si i E IN - -0503' f. . -603-. k .V I •70 06 TABLE F VALUES FORM ISE NOTE 21 vl�l %rr\` UNFAY 5 =1 �- MIN. MAX. MIN. N -M -P -O fi�� 3.- ' I C -GI 11• _• 16' 15' i ,- , 1 i �� .►� . � t t . , ...a ) ;I� I stir. � llk�iiitl� \!. l� III Iwo1111111111111111C - -1 M t ] • . - .�A - a - 9 `� OUTLS* WHERE - M - RIB JOINS TIMI . ( FINISHED SURFACE OUTLINE WHtBLE I . . Ices JOIN --- -,I IF SSB, R L� . 1. I `� SAME ANGLE GAP MI RIM .OF COVER GPPOSIiI: PICK HOLE we - 3JB' BOTTOM OF MANFIOLg- VER - DETAIL "C" N_ , 1. THE CAST IRON USED SHALL CONFORM WITH ASPM A48 CLASS 358.' - 2. THE FRAME AND COVER SHAD 8E COATED WITH ASPHALTUM- .OR BITUMINOUS PAINT AFTER TESTING AND INSPECTION. - 3. FOUNDRY IDENTIFYING MARK, HEAT AND -DATE SHALL BE CAST ON THE BOTTOM OF THE COVER . AND ON THE INSIDE OF THE FRAME. ' 4. IMPORTED COVERS AND FRAMES. SHALL HAVE THE .COUNTRY OF ORIGIN MARKING IN COMPLIANCE WITH FEDERAL REGULATIONS. S. WEIGHT OF FRAME SHALL BE 30 POUNDS. WEIGHT OF COVER SHALL BE 85 POUNDS. ACTUAL WEIGHTS SHALL BE WITHIN A RANGE- OF 95% TO 110%. . . 6.. THE MANHOLE FRAME AND COVER SHALL BE INSPECTED BY'THE ENGINEER PRIOR TO SHIPMENT TO THE JOB SITE. ACCEPTANCE WILL BE INDICATED BY- THE- AGENCY'S MARK. - - 7. THE PROOF -LOAD FOR TEST ME1� W B OF THE STANDARD -SPECIFICATIONS IS 28.600 POUNDS. AMERICAN PUBLIC WORKS ASSMIAT10N . SOUT#MN CALIFORIM CSP - - STAMM O ftAN CATCFI BASIN ' . 312-1 MANHOLE FRAME AND COVER SHEET2w2 N . yf I M1 ;I,- / VALUES FOR _A.. B, C, .DI Dt, ELEVATION R -AN©. ELEVATIONS ARE' SHOWN ON- TRE PROJECT DRAWINGS ELEVATION S APPLIES AT INSIDE WALL OF .STRUCTURE. ' - .- 2. WHEN DEPTH M1 FROM STREET GRADE TO THE TOP OF THE BOX IS LESS. .THAN 2`.-10:4/2` F:OR: PAVED .STREETS OR 3'�6" FOR UNPAVED STREETS. CONSTRUCT- MONOLITH- 1C SHAFT PER SECTION .0-C AND DETAIL "N'. SHAFT FOR. ANY DEPTH OF MANHOLE MAY BE. CONSTRUCTED PER SECTION . C -C. WHEN DIAMETER DI IS. 48" -.OR• LESS.. CENTER OF SHAFT MAY -BE .. LOCATED PER NOTE 3. - _ . . 3. :CENTER OF' MANHOLE' .SHAFT SHALL HE -LOCATED OVER CENTER LINE .OF - ST0RM. DRA[N` WHEN fl1AMETER= D-1 IS -48' OR LESS. INWHICH CASE PLACE: E;BARS HEN AkOUND SHAFT AT 45 WITH. CENTER LINE. 4, LENGTH- OF MANHOLE MAY BE INCREASED AT _ OPTION TO .-MEEt P IPE ENDS, BUT ANY CHANGE IN LOCATION OF SP. -UR- MUST :8E APPROVED BY THE ..ENGINEER. . 5 P -SN ALL BE 5" I .1,FOR= D2=9fi` OR LESS AND, 8." FOR D2 OVER..96'.. 4. AN A 6. REINFORCEMENT RCEMENT `SHA:LL `CONFORM TO ASTM A 615. GRADE 0, D SHALL TERMINATE I- I./.�' CL,EAR OF CONCRETE -SURFACES UNLESS OTHERWISE Ho WN.. � : . - . s . 7. FLOOR - OF. MANHOLE SHALL : BE STEEL. TROWELED TO 'SPRING LINE. - 1 .. . 8.- BODY 4F -[MANHOLE SHALL- BE POURED IN ONE CONTINUOUS OPERATION X PT .THAT. TR TIN INT WITH ALONGITUDINALK YWAY E CE AT A ;CONS UC -- O J0 E MAY BE PLACED -AT SPRING LINE. - . . 9. THICKNESS -.Of ..THE DECK SHALL VARY WHEN .NECESSARY TO- PROVIDE A LEVEL SEAT @U7- SHALL. NOT BE LESS -TITAN THE TABULAR VALUES OF _/ F SHOWN ON TABLE; SM:.1. - . I0. IF LATERALS ENTER- ON . 0TH S -IDES OF MANHOLE, SHAFT SHALL BE . . � LOCATED - O' SIDE RECEIVI NG THE. SMALLER - LATER -AL. -II. STEPS SHAjL. CONFORM TO STANDARD PLAN .6.35 OR 636. UNLESS OTHERWISE . - .S.HOWN. STEPS SHALL OE -UNIFORMLY .SPACED 140 TO 15' OC. THE LOWEST STEP SHALL -NO-T BE MORE :THAN 244 ABOVE THE INVERT. 12: THE FOLLOWING ,CRITER-1-A SHALL BE USED FQR- THIS MAN -HOLE: A. _ ` TH . S _STANDARD PIAN. I:S :USED WHEN STANDARD PLAN 320 IS tNADEQ1.i:ATE. -MAIN LINE = 35" -INSIDE DIAMETER OR LARGER. 8.. LATERAL -120"TO444' INSIDE DIAMETER. HOWEVER, THE INSIDE . DIAMETERSHALL NOT EXCEED THE INSIDE -DIAMETER OF THE MAIN= LINE. . I3. MANHOLE 11 I FRAME AN!? COVER SHALL -.CONFORM - TO STANDARD PLAN 630 UNLESS.'OTH- RWISE SROWN. 14. SH MANHOLE�=AFT SHALL CONFORM TO STAN©AR:D PLAN 324 UNLESS . I 1.OTHERWISE- SHOWN.. . . 15. -WHERE A MANHOLE SHAFT. 36 -_INCH WITHOUT REDUCER iS SPECIFIED REFER" TO STANDARD. PLAN _326. - 16.. ' WHER..E .A PRESSURE MANHOLE SHAFT WITH. ECCENTRIC REDUCER IS . .. SPEGIiFIED REFER TO -STA. NDARD PLAN 328. . 1-7: WHERE A PRESSURE MANHOLE SHAFT - 36 -•INCH- WITHOUT IS SPECIFIED. _ REFER . 6 STANDAR() .PLAN 329. THE FOLLOW NG STANDARD:. PLANS ARE INCORP-ORATED HEREIN: : 324 f IAN TOLE .SMAFT - WITH- ECCENTRIC REDUCER . 3.2fi MANHOLE..3HAFT 36 'INCH_ WITH:©UT REDUCER . 328 - PRESSURE MANHOLE -SHAFT WI TH -ECCENTf�IC 329 PRESSURE MANHOLE SHAFT 3.6' ' INCH WITHOUT REDUCER - 630 °24, -INCH MANH.0, E .FRAME AND COVER - - . ..63.3._' 36-LNCH- MANf*0LE FRAME AND COVER I . - 6.35 STEEL STEP - \ \ . &"wig - PAI' YPRAPYI F:NF PI ARTIC qTFP- 3 -•4 J BARS. /-4 4.' -4' OPTrONAL• , ROUND TO 3' It OUTSIDE . 4'-8' LONG. . OPTIONAL FILLET 3'OC CONTINUE . . EDGE OF ADDITIONAL BARS F D1 F T - CONCRETE 6 -OC TQ. INSIDE rl a - + +C - EDGE Of MANHOLE'11 RQ T C . • STATION E SPUR 1. L 4-s4 H. BAR$ 3' -0' LONG 5'x2' PIPE SEAT. ANY .STANDARD PIPE JOINT . N 11 3-D BARS..3.0C D�.! L .. . CONTINUE 6.. { (RINGS -AND COVER NOT SHOWN) P . .� �,y BEES 2 4-•6 E BARS. C$ y . 1. SEE NOTE 3 0�4 �q •3 OR -4 . I ; �I 4.0 OMIT THIS. CONCRETE RINGS O 18' OC 4"�` '4 ' STEP IN PER STD. STREET GRADE TIE BARS-• R. 1 D' PAVED, PLAN. 324 ,� 5 t i A Ek B BARS , W4TtiPA MAX. STREETS . 5. RING SEAT I M OF 3'-5 14 EIAR ~ TAT PT N H BAR STATION - 1 16' FOR PAVED 4• • STREETS. V-2' FOR. . F. , D F UNPAVED STREETS' . VARIABLE . TIE BARS • € BARS PAN TIE BARS (SHAFT NOT SHOWN): F. F J 13ARS STREET - F BARS - - I ROUND GRADE TIE T- EDGES MANHOLE MANHOLE FRA M£ BARS. _- .----..-- TO 36R SHAFT AND COVER PER T - PEA STD: STfi: PLAN 630 CTIOII C -C PLAN 324 . -_ �- . A 4 D BARS I.1 TIE BARS r SHAFT STEPS �- L F BARS SECTION ON G -G - � - - TIE BARS i x2' PIPE SEAT evj t1. j D BARS . -•- 1:02 & � - .. .. . I3 .BARS 1 � . 5'x2' PIPE ROUND (A SEAT I A BARS I .5• EDGES TO I F I l - -� . ELEV. R to 3 R . U. P` ` '-4' AT £LEY. S. ELEVATION �r -8 BARS "`' -+L:,.:_.... 1 .V .. --w - �.. -STATION •4048. OC BOTH . ELEVATION , ;+• WAYS. TO BE P4918' OC BOTH. WAY$.- USED WHEN .B. LONG! TUDI.NAL SECTION TO BE USED WHEN DZ IS 60` OR MORE - IS 60- OR MORE . SECTION N-M--P-Oll�T F VALU -. B. -- a E . ARS SI s . 2 OR A & OR F LARGE -Si i E IN - -0503' 1 .. •406-' 42•-84' -603-. 1506' O•-t4a• •70 06 TABLE F VALUES FORM ISE NOTE 21 PAVESTREETD UNFAY 5 =1 SECTION MAX: MIN. MAX. MIN. N -M -P -O 2' -10 i12• 3.- ' I C -GI 11• 81/2• 16' 15' AMERICAN PUBLIC WORKS AS1 MIATion - .$A ERN CALIFORNIA CMAP1'ER_ MANHOLE PIPE'TO PIPE -�. PIXIMULtIl1'i1D3BY'1MAPWA-W ,ANT COOPERATIVE COMMITTEE LARGE -Si i E IN - $72 4 tJSE 19l2 &IFFY 1 - a WITH ST1M OARp gFEO1FICATIOK FOR PInIIuc W081(!1 COI47RVC�10Rt 2V_l.TTT"_DI,(3� N E= EYR v� y R.C.E. ? DATE I I - DATE: 3/20/40 j J:1126-1150\storm1CONSTDETAIL.dwg, 08/10/00 03:19:37 PM, cb