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Home My WebLink About3832-49 m Rf, tk',wbrr'wwrrMrww i'.. t. A I CL GRADE x Z5 mm (5'xl') PLAN 1/4't R RING SEAT OMIT THIS STEPS / --H BARS ji USE: WITH STANDARD SPECIFICA'nONS FOR PUBLIC WORKS CONSTRUCTION STEPS- SEE PAVED STREETS—` X59 AND Elm NOTE 5 H 8 AR S 150 mm (64-- E BARS 400 mm (16 1' FOR / 'b; PAVED STREETS I F -*4 T T 650 mm FOR PLAN SECTION A—A_ TOP ELEVATION NOTED ON PLANS B A R VARIA13LE V SPACE PROTECTION BARS 21CVENLY ACROSS OPENING (9" MAX. ON CENTER) T T SECTION B—B 1, DIMENSIONS' Ll-� V z SHALL BE SHOWN ON'THE PLANS (a* FEET MAX. I H z 9 OR AS NOTED ON PLANS. & W = SHALL BE 36'09 AS NOTED QN PL4,NS. T'=G' INCHES IF V 15 4 FEET OR LESS. T aJNCHES IF V 13 8 FEET f3R LASS'. 0 ES INCHES UNLESS OTHERWISE SPECIFIED. A= 36 INCHES UNLESS OTHERWISE SPECIFIED. Z. STRUCTURAL CONCRETE SHALL BE, CLASS "N*. 3. REINFORCING STEEL SHALL BE No. % DEFORMED BARS. CLEARAOCE SMALL SE FROM 60TTOM OF sLAS 4. THE BAWN FLOOR SHALL $r, GIVEN A TIGHT WOOD FLOAT FINISH. CURVATURE Of THE LIP S SIDEWALLS AT THE SIDE OPENING SHALL. NOT BE MADE BY PLASTERING. THE OUTLET PIPE SHALL BE TRfMMED TO FINAL SHAPE a LENGTH BEFORE THE CONCRETE: IS POURED, 5, STr-Ps: 3/4"PLAIN ROUKO GALVANMED STEEL STEPS SHALL BE INSTALLED 1G" APART WKEK V EXCEEDS 4'-S". THE Top STEP,-� SHALL BE Or'BELOW "TACE TOO SURFACE SH41-L BE Z Ill'CLEAR FROM THE WALL ALL OTHER STEPS $HALIL %EA%'LEAR fROM 'THE WALL.�OHLY ONE STEP 127FROM T!.'E SOTTCU SHkLL 8C tMMLLED, IF V 13 4°-G'OR LES$ ALL STZPj,-3H-0l-L BE ANCHQRE0 NOT LESS, THAN e INTO OPIZE ALL. OF' THE BAS4m. 6- PROTEC7110N BARS ARE PLAIN ROUND. STEEL 3AR:S t'D(AMETER a SHALL 13E INSTALLED wim ENO's EMB 0666 a". 7. Al,.4 EXPOSED METAL PARTS SHALL BE GALVANIZED,. B. SEE STANDARD DRAWING CS 106 FOR WALL S FLOOR STEEL REINFORCING. S, SLOPE, BOTTOM TO OUTLET FROM ALL DIRECTIONS. 73-0JECT No, E:rarvps awes R6YFRSIOE COUNTY Pt000 co"Two, WAIW k CONSERVATION DISTRICI CONCRETE AP?WNvol 5r �l W�lhw=-. ww.RAww Or. DROP NLET OAIC LMA�� I",ZET SrANDARD DRAWING NUMBER ca DO C.0 F.C. & WC.D. STD. CB 110 ;_1 < _j -zz 4y 4 Li ul EL co QL "TI f + uj UJ > 0 ssr,Pj cl 0 4. 0 > 0 4! ti N ;ko Z *, 0 Lu J— L "71 17� ----------------- 1. -1 1. 1, -1 �9 NOTES' Afcmfiolo Ffomr wd covv, S&qi ,>r rM740 ot 70Y case irair Lu Conearmmg to, tbe lafrsf A,S rA( shwsdord A 48, cJa= 30 Aar 00�oo,, Prguum Ptale v7a4l by stvol e All Furls a PAW, AfcwFrmmo god coror *xcepf aw--A=x� ul 3, Mmoo/f rjrcm*' o"d czwof, o'"o bk. frifed &r accw=7 Of fit L, < :> 4 0,7d x9 7# 7 bf o��'*Od 4T TO& b�Pfl-A-AP WeVOrr. TAW COVor ANW ;E a ; u, * fit IhA Framer* sAvoy Art mt AfqAtif, 3t LI wrioor 0t'fir' a~, Corce, exqf 14,c-uary P*e sAael fpo$ vvWx 'rote tb7r IRT -1, porcv?f fi-om fhaxe, orrvao keram, No V4 n�4 S. This svmcfare shor b -e la*d, vi?b .r Pr Prosrure mamo& Cndor55, 11 1-rcZebo asae for < See Se,0 rows m,'q MH47 b -tv U rr rdrosmfic heads up ;% 2.5'�,bowe steelpiotc. ;.7 W L IN Z Tl? IZ -Z!, zt— 'Z va 4L4j MANHOLE' il,RAME .. . ..... ....... . ............. ...... PRES.S'URE TY,' 1 011" C.1�41il� *YllW5 1912 STANDARD DRA:*,�Nr, NIJMBER Sfi;-:ET ! QF,r RIV. C. 0 F. C. & W C.D. S TD. MH 256 0z' M *2 1. HEADWALL, SHALL BE CONSTRUCTED OF CLASS A CONCRETE. 2RETNFORCING STEEL SHALL 9-- NO. 4 BARS FOR a W N UP TO 60 ft ABOVE own =60 Tf No. 5 BARS SFALL BE USED. 2 IN MIN CLEAR CE. D IA E"TER LAP, ALL STEEL. 3. ADJACENT SLOPES SHALL BE I' TO I OR FLAT"TER. 4. MULTIPLE P'IPES TO BE SET wITH LONG,- ITUDINAL CENTERS 1 2/3 DIAMETERS APART. 5. ALL EXPOSED CORNERS TO BE ROUNDED 3/0 RADIUS. 6. W SHALL BE INCREASED WHEN MULTIPLE P'IPES OR PIPES ON SKEW ARE USED, HEADWAL..L WING - TYPE J4 @ 12 -(BOTH HORIZ & VERTICAL) a 2' ,z -&,4 STANDARD PLkN METRIC MANHOLE PIPE TO PIPE MAIN LINE 20-1 0�900 mm (36") OR LARGER SHEET 3 Or 4 ----------- j 'M 1�51111� IT", lorl [2,-M ..... ...... I'llafth0fif -4T,"5 41 STANDARD PLAN METRIC MANHOLE PIPE TO PIPE MAIN LINE 320-1 ID -900 mnL36") OR LARGER EET4 OF 4 LF J - PRCMULGATFD BY THETA PUEQC GRADE x Z5 mm (5'xl') PLAN V40RKS S�VAROARDS INC, GREENaQOKCO!ANTTF.E 1"121 RING SEAT OMIT THIS STEPS / --H BARS ji USE: WITH STANDARD SPECIFICA'nONS FOR PUBLIC WORKS CONSTRUCTION ` I -- PAVED STREETS—` _0 SEE TABLE 26 —1--l'.. ,-- - VARIABLE Elm TIE B AR H 8 AR S 150 mm (64-- E BARS 400 mm (16 1' FOR / 11-10W@3 OR &4) PAVED STREETS I F TIE BARS 650 mm FOR UNPAVED STREETS!.,/ J BARS f gm ROUND -------------------------------- 0z' M *2 1. HEADWALL, SHALL BE CONSTRUCTED OF CLASS A CONCRETE. 2RETNFORCING STEEL SHALL 9-- NO. 4 BARS FOR a W N UP TO 60 ft ABOVE own =60 Tf No. 5 BARS SFALL BE USED. 2 IN MIN CLEAR CE. D IA E"TER LAP, ALL STEEL. 3. ADJACENT SLOPES SHALL BE I' TO I OR FLAT"TER. 4. MULTIPLE P'IPES TO BE SET wITH LONG,- ITUDINAL CENTERS 1 2/3 DIAMETERS APART. 5. ALL EXPOSED CORNERS TO BE ROUNDED 3/0 RADIUS. 6. W SHALL BE INCREASED WHEN MULTIPLE P'IPES OR PIPES ON SKEW ARE USED, HEADWAL..L WING - TYPE J4 @ 12 -(BOTH HORIZ & VERTICAL) a 2' ,z -&,4 STANDARD PLkN METRIC MANHOLE PIPE TO PIPE MAIN LINE 20-1 0�900 mm (36") OR LARGER SHEET 3 Or 4 ----------- j 'M 1�51111� IT", lorl [2,-M ..... ...... I'llafth0fif -4T,"5 41 STANDARD PLAN METRIC MANHOLE PIPE TO PIPE MAIN LINE 320-1 ID -900 mnL36") OR LARGER EET4 OF 4 LF J - PRCMULGATFD BY THETA PUEQC GRADE x Z5 mm (5'xl') PLAN V40RKS S�VAROARDS INC, GREENaQOKCO!ANTTF.E 1"121 RING SEAT OMIT THIS STEPS / --H BARS STEP IN USE: WITH STANDARD SPECIFICA'nONS FOR PUBLIC WORKS CONSTRUCTION ` I -- PAVED STREETS—` _0 SEE TABLE 26 —1--l'.. ,-- - VARIABLE Elm TIE B AR H 8 AR S 150 mm (64-- E BARS 400 mm (16 1' FOR / 11-10W@3 OR &4) PAVED STREETS I F TIE BARS 650 mm FOR UNPAVED STREETS!.,/ J BARS f gm ROUND -------------------------------- EDGES TO 75 ATM (3')R SECTION C -C CONCRETE RINGS PER$TD. PRCMULGATFD BY THETA PUEQC GRADE x Z5 mm (5'xl') PLAN V40RKS S�VAROARDS INC, GREENaQOKCO!ANTTF.E 1"121 RING SEAT OMIT THIS Rc-v: 19%6 / --H BARS STEP IN USE: WITH STANDARD SPECIFICA'nONS FOR PUBLIC WORKS CONSTRUCTION ` I -- PAVED STREETS—` _0 SEE TABLE 26 —1--l'.. ,-- - VARIABLE H 8 AR S 150 mm (64-- E BARS 400 mm (16 1' FOR / 11-10W@3 OR &4) PAVED STREETS I F TIE BARS 650 mm FOR UNPAVED STREETS!.,/ J BARS ROUND -------------------------------- EDGES TO 75 ATM (3')R SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PRCMULGATFD BY THETA PUEQC MANHOLE PIPE TO PIPE MAIN LINE AN PLM METRIC V40RKS S�VAROARDS INC, GREENaQOKCO!ANTTF.E 1"121 ID -900 mm (36") OR LARGER 320-1 Rc-v: 19%6 SHEET I CF'4 USE: WITH STANDARD SPECIFICA'nONS FOR PUBLIC WORKS CONSTRUCTION L,111111214mll= orli"folf i It Z, ..... .. .. . ... . . ... .. .. ...... STREET MANHOLE PIPE TO PIPE MAIN LINE ID -900 mm (36") OR LARGER I,: 11154aummmmijua L,111111214mll= orli"folf i It Z, �7STANOARO PLAN 320-1 MANHOLE PIPE TO PIPE MAIN LINE ID -900 mm (36") OR LARGER I,: SHEET 2 Of: 4 M J:\126-2017\storrn\sd04.dwa. 4/1/2005 11:40;08 AM. cv