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Home My WebLink About4099-33 -#13M (#4) J BARS, 1.4 m (4'-8") LONG, [ q1.2 ROUND TO 75 mm (3") R m OPTIONAL 11OUTSIDE 75 mm (3") OC CONTINUE OPTIONAL FILLET F D1 F (4'- ) 4-0) EDGE OF ADDITIONAL BARS T CONCRETE 150 mm (6") OC TO INSIDE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION F7 EDGE OF MANHOLE I O O C C ELS - / T SPUR 4 \ STATION 125 mm x 50 mm (5"x 150 mm (6") �yy r BAf1S 901 mm 2") PIPE SEAT I I �` / (3'-0") LONG 3-D BARS, 75 mm (3") OC CONTINUE ANY STANDARD PIPE JOINT DETAIL "N" 150 mm (6") OC F (RINGS AND COVER NOT SHOWN) 4-19M(#6) E BARS �/CC 4F SEE NOTE 2 SEE NOTE 3 ,(X e,� � I� BOTH WAYS, TO BE USED OR #4 00mm 18') OC 7� �O��mPG 0 TIE BARS �� 4 SECTION N -M A & B BAR CONCRETE RINGS PER 190 mm N M R= 1 D STREET STATION POIN g) STREET GRADE GRADE STATION OF SPUR t E wm RING SEAT LLI 1350 mm E WITH A MAX. MANHOLE FRAME ~-7Zi4-150 mm (6") 177 OF 1050 mm - AND COVER PER F D2 F (3'-6") w SPPWC 630 --- PLAN MANHOLE PER J m Q SHAFT I; \ (SHAFT NOT SHOWN) SPPWC 324-/--- D BARS EBARS STEPS I I TIE BARS cWn F BARS 66 0l �`1 I TIE BARS? F T B SECTION G -G OMIT THIS STEP IN PAVED STREETS H BAR 150 mm (6")- 400 mm (16") FOR PAVED STREETS, 650 mm (2'-2" FOR UNPAVED STREETS - 150 mm (6" TIE BARS---/' 125m x50 mm PROMUICATEO BY THE ! MANHOLE PIPE TO PIPE .,T,-„JD"RC PLAN METRIC (5"x2") LARGE SIDE INLET I I 4 PIPE SEAT USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION F A BARS 125 mm CUT N0, 1 ELS 4 1 2 5' 25 !mm EL R (5") m 5 N NEW OR _ 24 B BARS JJ I I EXST PIPE 27 I I c� #13M 0 450 mm (#4 0 18") 30 OC BOTH WAYS, TO BE #13M 0 450 mm (#4 0 18") OC USED WHEN B IS 1500 mm BOTH WAYS, TO BE USED (60") OR MORE WHEN D2 IS 1500 mm (60") 0 OR MORE D BARS SECTION N -M -P -O CONCRETE RINGS PER 190 mm SPPWC 324 1125 mm 125 mm ROUND EDGES g) STREET GRADE 1200 mm 1275 mm E w 125 mm x25mm(5"x1") CUT E wm RING SEAT LLI 1350 mm "' (3") R ~-7Zi4-150 mm (6") 177 1425 mm NO. 2 H BAR 9 1 4 0 --- 240 mm LINE STATION I EBARS 10 TIE BARS 66 Ml�VARIABLE J BARS _4) ROUND EDGES TO i I II CUT NO, 2 75 mm (3") R 1800 mm SECTION C -C STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMUICATEO BY THE ! MANHOLE PIPE TO PIPE .,T,-„JD"RC PLAN METRIC PUBLIC WORKS STANDARDS INC. CREENBOOK TME 1992 LARGE SIDE INLET 322-1 REV. 1996 4 SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION #13M ® 300 mm (#4 0 12") �I 13M 0 300 m l1#4 0 12") - A_ Cr]TI F� W 3-#13M #4) CIRCULAR TIES, SEE NOT 9 150 mm L CONCRETE COLLAR FOR RCP L/2 (TYP) PUBUC WORKSS STANDARDS INC. CREENBOOK COMMITTEE 1892 00 mm 12" THROUGH 1800 mm 72" CUT REV. 1996. 1907, 1999 4 SHE LT 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION- mm x 50 mm (5" NO. 2 450 mm CUT N0, 1 715 mm 4 1 2 EJ125 LINE I I 5 N NEW OR _ 24 I 1 I JJ I I EXST PIPE 27 I I c� FLO W 30 I 6 �I 13M 0 300 m l1#4 0 12") - A_ Cr]TI F� W 3-#13M #4) CIRCULAR TIES, SEE NOT 9 150 mm PROMULBY THE CONCRETE COLLAR FOR RCP 6' MIN PUBUC WORKSS STANDARDS INC. CREENBOOK COMMITTEE 1892 00 mm 12" THROUGH 1800 mm 72" CUT REV. 1996. 1907, 1999 4 SHE LT 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION- mm x 50 mm (5" NO. 2 450 mm CUT N0, 1 715 mm 4 1 2 EJ125 LINE 125 mm 5 q 24 135 mm 5 1 4 675 mm 27 14 mm c� 750 mm 30 150 mm 6 JE o N 1D BARS 160 mm 6 1 4 0 -- D BARS - 1050 mm - 190 mm 0 1125 mm 45 ROUND EDGES I 1200 mm 1275 mm IIP CUT 8 8 1 2 1350 mm 90• (3") R 9 1425 mm NO. 2 / 9 1 4 1500 mm --- 240 mm LINE STATION I 255 mm 10 1650 mm 66 260 mm _4) 150 mm 6" MIN i I II CUT NO, 2 10 3 4" 1800 mm 3.14 (DSD) 280 mm DETAIL "A" (SEE NOTE 10) SONO -TUBE, OR EQUAL, INTERIOR FORM 330-C-23 (560-C-3250) CONCRETE 25 mm 0") (TYP) D L T 300 mm (12") 300 mm (12") 100 mm (4") 450 mm (18") 300 mm (12") 125 mm (5") 600 mm (24") 300 mm (12") 150 mm (6") 750 mm (30") 450 mm (18") 175 mm (7") 900 mm (36") 450 mm (18") 225 mm (9") 1050 mm (42" 1450 mm (18") 225 mm (9") 1200 mm (48" 450 mm (18") 250 mm (10" 1425 mm (57" 450 mm (18") 250 mm (10" 1500 mm (60") 525 mm (21") 275 mm (11") 1650 mm (66") 525 mm (21") 275 mm (11") 1800 mm (72" 1 600 mm (24")300 mm (12" CUT NO. 1: SAW THE TUBE AT AN ANGLE OF A/2 WITH 1HE TRANSVERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS TOGETHER FORMING THE DEFLECTION ANGLE A. CUT NO. 2: SAW THE TUBE LONGITUDINALLY REMOVING A STRIP 3.14 (DO -D ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT. BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE TUBE IN THE PIPE. INTERIOR SURFACE OF PIPE DETAIL "B" TYPICAL JOINT FOR REINFORCED CONCRETE PIPE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMULBY THE CONCRETE COLLAR FOR RCP JTAr METRIC `AN PUBUC WORKSS STANDARDS INC. CREENBOOK COMMITTEE 1892 00 mm 12" THROUGH 1800 mm 72" 380-3 REV. 1996. 1907, 1999 4 SHE LT 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION- BENCHMARK TABLE OF VALUES FOR T B N0. OF CIRCULAR TIES SHAFT PVBUC WORKS STANDARDS INC. OREENROOK COMMITTEE 300 mm 12 100 mm 4 375 mm 15 mm x 50 mm (5" x2") 450 mm 18 715 mm 4 1 2 EJ125 PIPE SEAT 125 mm 5 600 mm 24 135 mm 5 1 4 675 mm 27 14 mm t 750 mm 30 150 mm 6 JE o N 1D BARS 160 mm 6 1 4 900 mm 975 mm 36 39 D BARS 6 1 2 7" 1050 mm 42 190 mm 7 1 2 1125 mm 45 ROUND EDGES I 1200 mm 1275 mm IIP 205 mm 215 mm 8 8 1 2 1350 mm TO 75 mm (3") R 9 1425 mm 57 235 mm 9 1 4 1500 mm 60 240 mm P I 700 mm STATION I 255 mm 10 1650 mm 66 260 mm _4) ELEVATION i I II 275 mm 10 3 4" 1800 mm STATION 280 mm it 1950 mm 78 300 mm 11 3 4 ELEVATION 84 90 320 mm 335 mm 12 1 2 13 1 4 2400 mm 96 355 mm 14 LONGITUDINAL SECTION 102 395 mm 15 1 2 27D0 mm 108 405 mm TABLE OF BARS SIZES 2850 mm 114 420 mm 16 1 2 3000 mm 120 ORB 1 A&8 126 D OR F 17 3300 mm 132" 300 mm 12" -975 mm 39" 16M O 75 mm 5 O 3" 13M O 150 mm 4 O 6 445 mm 17 1 2 1050 mm 42 -2100 mm 84 19M O 75 mm O 3" t6M O 150 mm 5 O 6 455 mm 2250 mm 90 -3600 mm 144 22M O 75 mm 7 O 3" 19M O 150 mm O 6 TABLE OF VALUES FORM SEE NOTE 2 SECTION PAVED STREET UNPAVED STREET MAX MIN MAX MIN N -M -P -q867 mm 2 -10 / 2 1060 mm (Y-6") C -C 1282 mm 11 217 mm $ 1 2 410 mm 16 380 mm 15 TABLE OF VALUES FOR FD2 F 900 mm 36 165 mm 6 1/2') 9 mm 180 mm 7 1050 mm 42 190 mm 7 1 2 1125 mm 45 195 mm 7 3 4 1200 mm 48 205 mm 6 1275 mm 51 215 mm 8 I 2 1350 mm 4 230 mm 9 1425 mm 57 235 mm 9 1/4") 1500 mm 60 240 mm 9 1/2*) 1575 mm 6 255 mm 10 1650 mm 66 260 mm 10 1 4 1725 mm 69 275 mm 10 3/4") 1800 mm 72 280 mm 11 1950 mm 78 300 mm 11 3 4 2100 mm 84 320 mm 12 1/2") 2250 mm 90 335 mm 13 1/4") 2400 mm 96 355 mm 14 2550 mm 102 395 mm 15 1/2") 2700 mm 106 405 mm 16 2850 mm 114 420 mm i6 1 2" 3000 mm 120 430 mm 17 3150 mm 126 430 mm 17 3300 mm 132 445 mm 17 1 2 3450 mm 138 445 mm 17 1 2 3600 mm 144 455 mm 18 STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN METRIC 322-1 M214HOLE P IPE TO P115E LARGE SIDE INLET) SHEET 2 OF 4 TABLE OF VALUES FOR T B N0. OF CIRCULAR TIES T PVBUC WORKS STANDARDS INC. OREENROOK COMMITTEE 300 mm 12 100 mm 4 375 mm 15 110 mm (41/4") 450 mm 18 715 mm 4 1 2 525 mm 21 125 mm 5 600 mm 24 135 mm 5 1 4 675 mm 27 14 mm t 750 mm 30 150 mm 6 825 mm 33 160 mm 6 1 4 900 mm 975 mm 36 39 165 mm 180 mm 6 1 2 7" 1050 mm 42 190 mm 7 1 2 1125 mm 45 195 mm 7 3 4 1200 mm 1275 mm 48" 57 205 mm 215 mm 8 8 1 2 1350 mm 54 230 mm 9 1425 mm 57 235 mm 9 1 4 1500 mm 60 240 mm 9 1 2 1575 mm 63 255 mm 10 1650 mm 66 260 mm 10 1 4 1725 mm 69 275 mm 10 3 4" 1800 mm 72 280 mm it 1950 mm 78 300 mm 11 3 4 21D0 mm 2250 mm 84 90 320 mm 335 mm 12 1 2 13 1 4 2400 mm 96 355 mm 14 2550 mm 102 395 mm 15 1 2 27D0 mm 108 405 mm 16 2850 mm 114 420 mm 16 1 2 3000 mm 120 430 mm 17 J150 mm 126 430 mm 17 3300 mm 132" 445 mm t 7 1 2 3450 mm 138 445 mm 17 1 2 3600 mm 144 455 mm 18 NOTES 1. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE EXCEEDS 10%. 2. FOR CURVE JOINTS (SEE DETAIL B, SHEET 1) IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS GREATER THAN 25 mm (1"), BUT IS LESS THAN 75 mm (3") A CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH SSPWC 306-1.2.4. IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS EQUAL TO OR GREATER THAN 75 mm (3") BUT LESS THAN 150 mm (6") A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR SPACE IS 150 mm (6") OR GREATER, A TRANSITION STRUCTURE IS REQUIRED. 3. CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON THE MAIN LINE. 4. CONNECTOR PIPES A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A CONCRETE COLLAR, L AND T SHALL BE THOSE OF THE LARGER PIPE. D=D1 OR D2, WHICHEVER IS GREATER. B. WHEN DI IS EQUAL TO OR LESS THAN D2, JOIN INVERTS AND WHEN D1 IS GREATER THAN D2, JOIN SOFFITS. 5. FOR PIPE LARGER THAN 1800 mm (72") SPECIAL COLLAR DETAILS ARE REQUIRED. 6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. 7, REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE 300 (40). 8. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR TIES SHALL BE D+(2X WALL THICKNESS) + T. 9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS GREATER THAN 525 mm (21") AND ON ALL PIPES WHERE THE SPACES BETWEEN THE EXTREME OUTER ENDS IS 75 mm (3") OR LARGER. CIRCULAR TIES: PIPE DIAMETER STANMETRRIC LAN 380-3 N0. OF CIRCULAR TIES 525 mm 21" OR LESS PVBUC WORKS STANDARDS INC. OREENROOK COMMITTEE 3 600 mm (24") TO 750 mm (30") 3 825 mm (33") TO 1425 mm (57" 4 1500 mm (60") TO 1800 mm (72") 5 WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (3") THE NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN APPROXIMATE SPACING OF 150 mm (6") O.C. 10. WHERE THE PIPE IS 525 mm (21") 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 600 mm (24") OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR TH INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND NEATLY POINTED. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANMETRRIC LAN 380-3 PIPEki HOLE PIPE To 300 mm 12 THROUGH 1800 mm 72" PVBUC WORKS STANDARDS INC. OREENROOK COMMITTEE DEPRESSIONS AT CATCH BASINS SHEET 2 OF 2 CHISELED BOX IN EASTERLY TOP OF CURB OF TAMARIND AVENUE, 60 FEET SOUTH OF TAMARIND f4VVVVVVVv%AAA&^AA&V~ AM COURT, 500 FEET SOUTH OF SLOVER AVENUE ELEVATION= 1077.400' DIAL TWO W❑RKING CITY OF FONTANA B. M. NO. 296 BEFORE DAYS B IG A BOAT NAIL SET IN SIDEWALK AT THE NW YOU DIG YOU DIG CORNER OF THE INTERSECTION OF SIERRA TOLL FREE 1-800-227-2600 AVENUE & THE BRIDGE (N/O SLOVER AVENUE) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ELEI/ATION = 1137.71 1967 /3 RECORD DRAWING REV. REVISION DESCRIPTION NOTES 1. VALUES FOR A, B, C, D I D 2 ELEVATION R AND ELEVATION S ARE SHOWN ON THE PLANS. 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 mm (2'-10 1/2") FOR PAVED STREETS OR 1060 mm (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 D IIS 1200 mm (48") OR LESS, CENTER OF SHAFT MAY BE LOCATED PER NOTE 3. 3. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTERLINE OF STORM DRAIN WHEN DIAMETER DI IS 1200 mm(48") OR LESS, IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45" WITH CENTERLINE. 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 mm (5") FOR D2=2400 mm (96") OR LESS AND 200 mm (B") FOR D2 OVER 2400 mm (96"). 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300 (ASTM A 615, GRADE 40), AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE SURFACES 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 SHALL NOT BE LESS THAN THE TABULAR VALUES OF F SHOWN ON TABLE, SHEET 1. 10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BE LOCATED ON SIDE RECEIVING THE SMALLER LATERAL. 11. STEPS SHALL CONFORM TO SPPWC 635 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (14") TO 375 mm (15") OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24") ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. THIS STANDARD PLAN IS USED WHEN SPPWC 320 IS INADEQUATE. MAIN LINE = 900 mm (36") INSIDE DIAMETER OR LARGER. B. LATERAL = 300 mm (12") TO 3600 mm (144") INSIDE DIAMETER; HOWEVER, THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF THE MAIN LINE. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION _T"�ryDA,Ro PLA"' METRIC 322-1 SHEET 3 OF 4 PIPEki HOLE PIPE To CASE A bUU mm 2 HERE NO EXST GUTTER WR CURB F r► A r CURB OPENING I WD I CATCH BASIN I I B rimp,. PLAN POINT A� POINT 8' POINT C S POINT D,/ POINTE PQE P STRAIGy I T L9jchr C \� SRP\GROG I00 R1pGE? GRADE giiFrG,RgOF POINT1. F ( B POINT G NJ. K L N - ` I FLOW FLOW OPEN P::::OINT D PROFILE POINT A POINT B POINT C r CURB OPENING I WD I CATCH BASIN PLAN CASE B C POINT A k POINT B S POINT C POINT D T�P,y/G POINT E- - �4C e - �p� POINT F C POINT G N L 1��• L N FLOW I I FLOW - OPEN POINT D POINT A POINT B POINT C PROFILE SECTION A -A } } W iW.UI J CC > a SECTION B -B SECTION C -C STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION " P9��LGArD aY^..E "LOCAL STANDARD PLAN STAND C PVBUC WORKS STANDARDS INC. OREENROOK COMMITTEE DEPRESSIONS AT CATCH BASINS 313-2 1984 SHEET 3 OF 4 REV. 1996, 2005 I SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION DATE I ENGR. I CITE DATE 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 STANDARDS IN EFFECT. 13. MANHOLE FRAME AND COVER SHALL CONFORM TO SPPWC 630 UNLESS OTHERWISE SHOWN. 14. MANHOLE SHAFT SHALL CONFORM TO SPPWC 324 UNLESS OTHERWISE SHOWN. 15. WHERE A MANHOLE SHAFT - 900 mm (36") WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 326. 16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO SPPWC 328. 17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36") WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 329. 18. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (36") WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 mm (36") WITHOUT REDUCER 630 610 mm (24") MANHOLE FRAME AND COVER 633 914 mm (36") MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARDMETRICPLANLAN 322-1 M�NHOILE PIPE TO PIPE LARGE SIDF, INLET) SHEET 4 OF 4 F ( 1 CURB OPENING WD I CATCH BASIN CASE E r_C i I PLAN POINT B POINT C POINTE I -W -C STRAIGHT GRADE VALLEY K K CASE F IAC CURB -SIDE WD CURB -OPENING PLAN STRAIGHT GRADE GRATING CATCH BASIN w/ STRAIGHT GRADE VALLEY CATCH BASIN GRATINGVALLEY POINT 8' I POINT C - - -POINT E I( POINT P POINT LSC K K row -C CASE G CURB OPENING PLAN ---------I CATCH BASIN STRAIGHT GRADE r VALLEY I WD I STRAIGHT GRADE ---- VALLEYHtt ---- POINT C POINT 8 MANHOLE POINT E -� IN STREET - POINT P POINT S L"�C K GRATING K & DEBRIS SKIMMER - - - OPEN POINT B (CASE F AND G)POINT C (CASE E AND G) PROFILE POINT B (CASE E) POINT C (CASE F) CASES E, F, G STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANMETTRICPLAN 313-2 PUBUC WORKS STANDARDS INC. CREENBOO K COMMITTEE LOCAL DEPRESSIONS AT CATCH BASINS 225- 1 ,964 SHEET 3 OF 4 ??,0FESS/pN 0:� EV. 6-30-07 �1 * No. 50152 \�CMI ��\P OF CAL\FO/ PENCO ENGINEERING, INC. Civil Engineering Planning Suiveyying Construchon Management One Technology Par*, Building J-725, Irvine, California 92618 Telephone (949) 753111 Fox (949) 753-0775 ESTHER BARRIGA(- R.C.E. '50152 Date CROSSING PIPE WALL (DIAMETER OF PIPE = D i) OPTIONAL SIDE OF ''e } o. x (SEE NOTE 3) BLANKET (TYP) CONCRETE BLANKET !/ !- \\ 2 CLASS 265-C-14 N (450-C-2000) CONCRETE 1 0 I - 1 (TYP) Z = Do/2 FOR D > 375 mm (15") = 3DD /4 FOR D < 375 mm (15") UNDISTURBED EARTH (TYP) 150 mm EXISTING PIPE (� Y IN OUTSIDE OF PIPE BELL CONCRETE BLANKET (FOR- EXISTING PIPES CROSSED OVER BY A NEW PIPE) NOTES: 1. CONCRETE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE C�IROSSING PIPE IS LESS THAN 450 mm (18"). 2 THE BO(150 mm TTOM OF TH�6dROSNPIPE WHERE S LESS CLEARANCE THAN EYB THEEN THE TOP OF CONCRETES SHALL BE HEXISTING PIPE AND PL CED BETWEEN THE PIPES AND AROUND THE SIDES OF THE CROSSING PIPE UP TO A LEVEL EQUAL TO Y ABOVE THE EXISTING PIPE, OR AS REQUIRED BY NOTE 3 BELOW, WHICHEVER IS HIGHER. 3. X = D 12, MINIMUM, TO PROVIDE BEDDING MATERIAL FOR THE CROSSING CONDUIT. WHEN X IS LESS THAN HIS MINIMUM, THE ENTIRE TOP SURFACE OF THE BLANKET SHALL BE RAISED TO MAKE CONTACT WITH THE LOWER 90. OF THE CROSSING PIPE. 4. THE BLANKET SHALL EXTEND LONGITUDINALLY TO THE FIRST JOINT BEYOND THE TRENCH EXCAVATION AT EACH END OF THE BLANKET, EXCEPT THAT THE BLANKET NEED NOT BE EXTENDED MORE THAN 1.2 m (4') BEYOND THE TRENCH. 5. WHENEVER A PIPE BELL IS ENCOUNTERED WITHIN THE LIMITS OF THE BLANKET, ALL DIMENSIONS SHALL REFER TO THE BELL. -50 mm INVERT SLAB OF ARCH OR BOX 150 m „".„ 150 m ( 2 ") THICK STYROFOAM OR SECTION (CROSSING CONDUIT)OTHER APPROVED COMPRESSIBLE (6") �- (6") MATERIAL UNDISTURBED EARTH V/ pD \� I NO MINIMUM \I � I EXISTING PIPE OUTSIDE OF PIPE BELL �/ COMPRESSIBLE BLANKET (FOR EXISTING PIPES CROSSED OVER BY A NEW BOX OR ARCH) NOTES: 1. COMPRESSIBLE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING CONDUIT (BOX OR ARCH) IS LESS THAN 450 mm (18"). 2. THE BLANKET SHALL EXTEND LONGITUDINALLY FOR THE FULL CROSSING CONDUIT TRENCH WIDTH, STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PRxaulcr,T D Y E STANDARD PLAN METRIC PUBUC WORKS STANDARDS INC. CREENBOO K COMMITTEE BLANKET PROTECTION FOR PIPES 225- 1 ,964 REV. 1998 SHEET 1 OF I USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION RECORD DRAWING - NOTES: 1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (1/2") RADIUS. 2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB. AT POINTS B AND C, THE CURB FACE SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN.) 3. IN EXISTING STREETS WHERE NO PAVEMENT RECONSTRUCTION IS SPECIFIED ON THE PLANS, THE ELEVATION OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE. 4. IN NEW STREETS OR IN EXISTING STREETS WHERE PAVEMENT RECONSTRUCTION IS SPECIFIED ON THE PLANS: THE ELEVATIONS OF POINTS F AND G SHALL BE SET H1 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS A AND D, RESPECTIVELY, THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS 8 AND C, RESPECTIVELY. THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW LINE. WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT E SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. 5. DIMENSIONS: H, H1, H2 AND H3 SHALL BE AS NOTED ON THE PLANS. G = 600 mm (24") K = 1500 mm (5-0") L = 1800 mm (6'-0") M = 1200 mm (4'-0") N = 1500 mm (5-0") WD = CATCH BASIN W FOR SINGLE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR MULTIPLE CATCH BASINS. up w" _ _mmt STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANMETRRICPLAN 313-2 LOCAL DEPRESSIONS AT CATCH BASINS SHEET 4 OF 4 CITY OF FONTANA, CALIFORNIA STORM DRAIN AND STREET IMPROVEMENT PLANS DRAWN BY: SCALE: J.E.G DETAIL SHEET As Noted DESIGNED BY:JUNIPER AVf=STORM DRAIN LINE "F-3" DA 05-04-07 J.E. G CHECKED BY: APPROVED BY: DRAWING NO.: 3 E.B. / DA's' '� 4099 11 m d - Ln m CD CD CU CD .--r 1-1 Ln O: 75 d 4-' QJ I (y) CD I +' Q� 'S^ V / Z Q CD CD m CD i Ln CD cD cu 0 LL -