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HomeMy WebLinkAbout2593-8=v;w «ROLLED CURB a GUTTERa D 0.04 • Cu. Ila. Per LM Ft. q CITY OF FONTANA, CALIFORNIA Dtnwll my Garlos STD. CURB a GUTTER I cl+.Ctl.d By DETAIL 7b 3cal• s A Approwrr LEGEND. our • width 04 drivow0l • F' • Porh wog Am .we Aar#idr•+ '005(416 C 4T tW(ktk +o' 9idtlrtofiK ' 4' 3itlbi�Ih Section of Front of 64tweIM lid TYPE'L: ADAPTER Al4" R inside dimension /4`Exporniow Reis` �. �.�. R= I/2"� � • �: .:; `.'• � R a 1/2" �' . 15 1/9"x 3 V2" 1 • Vic A imp Expvriw jail* may be untitled if it fey 100 voin IG IM 7 4 ` Batter _ 04r~ ACTH--�� SECTION "OX COMVE A -A RECTANGULAII PIPE sattw FABRICATORS---INDASCO INC. 11966 RIVIERA R0. SANTA FE SPRINGCAC213)- SIQ 1.1210 7 Ici w STD. SIDEWALK DRAIN • . k Chocked By- DETAIL r FACE PLATE ` n9 I Not To Scala 1 R.v'•.ed 0,Mt _ • I24 -A SC INS ( C 8" CURB a GUTTER M 8" CURB, 0.054 Cu. Yd. Par Lin. Ft 0.032 Cu. Yd Per Lin. Ft 6I 18" CURB UNE + 6" /R Ile, I- ( I =1/2� 4 �l4 STEP: Ill:' Bat MANHOLE FRAME I I t 100 toots t 4' 12 ° (o Rave AIM COVER Batter (41MIN. Slope 1:12 z I 4=12 X 300 nm 75 !0 M CATCH BASIN EE E (12')"X. (3')R A1� I MANHOLE FR1116 AND COssEii o , • s 909 ; s" CURB a GI IILK s" CURB 0.049 Ca Yd. P ,-Liw Ft 0.027 Cts•Yr. Per Lis Ft =v;w «ROLLED CURB a GUTTERa D 0.04 • Cu. Ila. Per LM Ft. q CITY OF FONTANA, CALIFORNIA Dtnwll my Garlos STD. CURB a GUTTER I cl+.Ctl.d By DETAIL 7b 3cal• s A Approwrr LEGEND. our • width 04 drivow0l • F' • Porh wog Am .we Aar#idr•+ '005(416 C 4T tW(ktk +o' 9idtlrtofiK ' 4' 3itlbi�Ih Section of Front of 64tweIM `-exponsion Joint -1+•otlul naar �olnr EX�M1011 tjON� Top o4 CIoolso r Rebel` fnNli' Wile, of ylkis4k 4' f vs• expensiorl Joint lAkektn PlOfli�oil# Orivowoy F,x ftpflrion Joint foc.o vR at curb f"* Z.wl I'ran"d io trlow itediel wiloP !TY Or FONTANA, WIFOANIA Drown aj �'rw` OT Q C COMMOXCIAL. CI1t� ©STAIN. Da1Vt WAY 9NMANGS RACIAL eNTISA N G c't-ftyi'p`,�,r�l�a.i. Pat# It' O11.1' Radius 4' 7' O- 10' Radius 0 19' Ila d i us - � 3 V- I1' Radius .. . I 4 6 ,t a A 2 1 6 ' Ah.m. ZSJI-PIN. ;r 14-77VAI KAMr RIM&N510NS 4" Curb r curt! Pace LENGTH OFA 7'-3" l0'-0" WIDTH OF A +1_0. 4' -Op LEN&TN OF 6 1'- 3" IV- o' WIDT GflO lid TYPE'L: ADAPTER Al4" R inside dimension /4`Exporniow Reis` �. �.�. •yia way �.� :• � • �: .:; `.'• � :.• :: �.�• �' �:�. �' . 15 1/9"x 3 V2" 1 1'Lwt+ {dtA - EF Curb fes& A imp Expvriw jail* may be untitled if it fey 100 voin `-exponsion Joint -1+•otlul naar �olnr EX�M1011 tjON� Top o4 CIoolso r Rebel` fnNli' Wile, of ylkis4k 4' f vs• expensiorl Joint lAkektn PlOfli�oil# Orivowoy F,x ftpflrion Joint foc.o vR at curb f"* Z.wl I'ran"d io trlow itediel wiloP !TY Or FONTANA, WIFOANIA Drown aj �'rw` OT Q C COMMOXCIAL. CI1t� ©STAIN. Da1Vt WAY 9NMANGS RACIAL eNTISA N G c't-ftyi'p`,�,r�l�a.i. Pat# It' O11.1' Radius 4' 7' O- 10' Radius 0 19' Ila d i us - � 3 V- I1' Radius .. . I 4 6 ,t a A 2 1 6 ' Ah.m. ZSJI-PIN. ;r 14-77VAI KAMr RIM&N510NS 4" Curb r curt! Pace LENGTH OFA 7'-3" l0'-0" WIDTH OF A +1_0. 4' -Op LEN&TN OF 6 1'- 3" IV- o' WIDT GflO OLI N6 DELA IL l 1 Ile`.• Varics '1 1"To I0'-0' t'-D'MIII 'It' Curer Face r tY n hue Ment _- _ f "TES: `"'" SEGtION 1•t A�- When Ramp iv located in center of curb return, it iihall be grooved in a herringbone pattern with 'w" grooves approximately I Yt' tat►. 6f$@M should be aligned Parallel to cro+>walh stripes 10 direct blind pe4estriane into apprepriots crosowelk. This ramp she# held a 11"wi•s bOrdV with !4" poetlee off s ritllrtely A't+' 1. i. At showiL All silswalka shall conform to current Gity of Fenian@ siandards, 4 spesifisafion& 4'mir1. / Ills smallest allowsWs width shall bo 0" dye to arty exisi'g Utility standard obstrut:tlons. it Steal) be, the contracture resPonstbili(y to 1lolify llib Gity ""or of Shy isfusli" prier is vq plscs+rsS+1t of Com:rsfS, per hil; 2♦,2-39t9. a.r. CITY OF FONTANA, CALIFORNIA RAMPED CURB RETURN Scale: n.t.s. `E� lid TYPE'L: ADAPTER Al4" R inside dimension /4`Exporniow Reis` 1 5 1/2"x. 3 3/4' EXPAN3tON JOINT 1 3 3/47 5 1/2 8 6 2 H ?F b �'-8" g' -p • OLI N6 DELA IL l 1 Ile`.• Varics '1 1"To I0'-0' t'-D'MIII 'It' Curer Face r tY n hue Ment _- _ f "TES: `"'" SEGtION 1•t A�- When Ramp iv located in center of curb return, it iihall be grooved in a herringbone pattern with 'w" grooves approximately I Yt' tat►. 6f$@M should be aligned Parallel to cro+>walh stripes 10 direct blind pe4estriane into apprepriots crosowelk. This ramp she# held a 11"wi•s bOrdV with !4" poetlee off s ritllrtely A't+' 1. i. At showiL All silswalka shall conform to current Gity of Fenian@ siandards, 4 spesifisafion& 4'mir1. / Ills smallest allowsWs width shall bo 0" dye to arty exisi'g Utility standard obstrut:tlons. it Steal) be, the contracture resPonstbili(y to 1lolify llib Gity ""or of Shy isfusli" prier is vq plscs+rsS+1t of Com:rsfS, per hil; 2♦,2-39t9. a.r. CITY OF FONTANA, CALIFORNIA RAMPED CURB RETURN Scale: n.t.s. `E� lid TYPE'L: ADAPTER Al4" R inside dimension /4`Exporniow Reis` 1 5 1/2"x. 3 3/4' EXPAN3tON JOINT 1 3 3/47 5 1/2 8 6 2 2 8 1/2"x 4 1/4 iS • WEAKENED PLANE JOINT 3 15 7/8" x 4 1/2" 15 1/9"x 3 V2" iL �E. A imp Expvriw jail* may be untitled if it fey 100 voin ' within Id of an oddness` Expensien joint. 4 ` 2. AN aonc,r+S1B shM be Ctaae ! "(5 sack ) _ 04r~ ACTH--�� SECTION "OX COMVE 1- f -A tkbal!C«Arid ft AA!Fri Ai•i CITY OF FONTANA, CALIFORNIA Dram b G. 42varre STD. Location Oft CheekNa. P.7RTE Expansion joints a Wwhm ftm doff• Appfewa ��l�c E OETAL Date 3 • .? ' yI 105-A Not To Soule ?7N 4' T A 2'-4" smog a IF ANatote Fww•ry AM 4 Me ON•MaNr fA-I530 or Ectal r I \ { Arw11d reMeb A ewe (Bituwoinw Point") Tennent Itiiad of Curr ask" Ea�elleMw deillf _ I At Corner L ostioM Curb 0 Gutter i I X » I I � 1 1 w _ N II M w Espellsial Jeirl� r I1 N op When OWI* Pipe Nates B SMS 2 - 0 Gutter A on* - Add 3 ^ Sera A As Shown or Add win Meeh PLAN Wow •alrafted sileei Bar IN SIC Al! hs•YNstiM`' N ,1 - EI1d An4lere - ^ N " • Cl 10 CAFouroodry *A- is?? or Eawt • CA 44 oar. •" ac. Beth Wallis , PROTECTIA QAR DE TAIL S« S{+p SRM !M_ � _ _ = Ma iwM DoNi! llaMrr P►otsefiaw Sar 4:11 SNfw 4 N (S" Detail) I V2 K Gohrenised �.. I `� Sloes: a . ... •• 1� Clew. ��.. Steel Plot* Curr .2•" poll" 2.0 ' . Bur Alhembn a "4012" O.C. Found► - 3 a" Do" •.,1 - utlet OPi" or Use support s' netlike t fury Se to Any Weil l NM Is •' • eel" ' Add A4 Se`s DieeerleNy Lam Intel 77 `.4 •� SECTION A-4. UPPORT QLr DETU. NO SCAT! Ne sea. I. Outlet Pipe Shelf M Trimmed To Flint Lenoth And Shape sei~ere Coney ft to Pldiai L Flee` of See* Shall Be Given A Steel Trowel Finish And Shelf Slope From All Direatione Towards The 0000 PI•B, i WOW Aad Flee` SARI Se Raintweed with Or4 DeferwAd Sera elle" O.C. 80#6 Weye. 4. Concrete Shell Be Claes "A" ( e Seeks Portland Cement PW Cubic Yard 1. L Verlee to Metall rein# Of eldewel# w11e8 8001"66N tisv#s<a►e- Ii•.lel , O -AA" rt0+6. s R S CITY of FONTANA, CALIFORNIA ow" - REM ,it w STQ y - DETAIL Ap*gtted ' CUR® INLET STRUCTURE o.» - ,r ""' 121 Sidewalk I • - 2 - No. 4 Re -Bars than-0ut Lerg0 = 28 t 2�-O" Tyle '11 odopter(round to ... . '. rec)onguior pipe only) Reclangulor pipe -- UNDER SIDEWALK DRAIN NOW Type IC adopter well not be installed on Public Right Of Wa% Any construction that creates any ongle point in this !buckeye Contractor shall install a dean -out. C E TYPE '12 ADAPTER rtc{, iruvtAJL.rn 1­I1IF-F. RECTANGULAR PIPE TYPE'L: ADAPTER size outside dimension inside dimension size A B C D E 1 5 1/2"x. 3 3/4' 5" x 3 1 3 3/47 5 1/2 8 6 2 2 8 1/2"x 4 1/4 8"x 3 1/2 2 4 U4 8 1/2 12 8 2 3 15 7/8" x 4 1/2" 15 1/9"x 3 V2" 3 4 1/2" IS 7/6" 16 I/2' 10" coon -out` I ROUNO or RECTANGULAR PIPE R/W line tyWCOdaphir Q Rehr �Sidewolk, of Curb Round Pipe Rectangular Pipe 41 _ 6" 2 8" 3 Foo. of Curb Lip of Gutter STANDARD PUN 300 - 2 SHEET 2 OF 2 NOTE = Confrostor ono/ yen ,IA11N MANVILLE Cement AsreNee Product or Approved Egvd - 3-1* 3 Reba CURB\.OPENING CATCH BASIN IDTH OF RECTANGULAR DEPT" OP T- M e • • ,� ; • , • : PIPE PLUS 16" = .R} RECTANGULAR cto c u REV. !tee SIoN suRFAcE PIPE PLUS 4 100 voin to 4 mbar 4 ` es3 •" ') V2"Clearl4l 04r~ ACTH--�� SECTION "OX COMVE A -A RECTANGULAII PIPE OIL FABRICATORS---INDASCO INC. 11966 RIVIERA R0. SANTA FE SPRINGCAC213)- !. itomito mat ey-r CITY OF FONTANA, CALIFORNIA = STD. SIDEWALK DRAIN k Chocked By- DETAIL Approved FACE PLATE n9 I Not To Scala 1 R.v'•.ed 0,Mt _ Dote /- 2S-1►iY -mer =- I24 -A 0 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PUN 300 - 2 SHEET 2 OF 2 CURB OPENING CATCH BASIN STANDARD PAN ISMO 300 n"M•4e12') FACE PLATE ASSEMBLY CURB\.OPENING CATCH BASIN METRIC QR`ENDOOKC0'"� EACH WAY 5 wm*#44'M STREET, O LOCAL DE► cto c u REV. !tee SIoN suRFAcE USE WITH STANDARD SPECIFICATIONS FOR PUiLIC WORKS CONSTRUCTION 100 voin Ir a _ SLOPE r --� I I 1 !. itomito IDO LINE �_ 3')R FACE PLATE (�� SC INS ( C 0 M _ LIIR CURB UNE + I- ( I - 4 2 EXTRA 15th('41 ON 2 SIBS OF STEP: MANHOLE FRAME I I t 100 toots AIM COVER (41MIN. I I 300 nm 75 !0 CATCH BASIN EE E (12')"X. (3')R A1� I MANHOLE FR1116 AND COssEii o , in _ /}- P_ ►- � �PIPE a. �$ OPTIONAL 3UaARAOE CORRECT" MONOLITHIC CA CATCH BASIN of COMKCTtew At :TEP' --1 I SECTION A -A kn N J {i I I \ ��� 200 twoumn 10#4041IO•4) '1 ` ! m DONEE (TYP.) u ~ PLAN DOWEL DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PUN 300 - 2 SHEET 2 OF 2 CURB OPENING CATCH BASIN STANDARD PAN PROMULGATED THE SC WORKS STANDARDS INC. CURB\.OPENING CATCH BASIN METRIC QR`ENDOOKC0'"� 300-2, REV. !tee SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUiLIC WORKS CONSTRUCTION NO TE>t° I. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK. THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY. USING THE SAME CLASS OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY. THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE OR A 25 mm(l') DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS. INCLUDING ACROSS THE FULL WtOTtf OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE. GRADE. COLOR. FII+FISM. AND SCORING TO EXISTING OR PROPOSED C"S AND WALK AD.IA411111T TO TUC BASIN. 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. ANO SHALL NOT BE SHAPED BY PLASTERING. 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME As THE GUTTER GRAOC. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. 4. DIMENSIONS: B = 970 mm13'-21 V to THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET - 1.35 m(4.59. VU = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE UPSTREAM END OF THE BASIN. AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mm(12'). V, = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET. NOTED ON THE PROJECT PLANS. H = NOTED ON THE PROJECT PLANS. W = NOTED ON THE PROJECT PLANS. A = THE ANGLE. IN DEGREES. INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI- FIED. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO INSURE MINIMUM 80 mm(31 PIPE EMBEDMENT. ALL AROUND. WITHIN THE CATCH BASIN WALL. AND 75 mm(31 RADIUS OF ROUNDING OF STRUCTURE CONCRETE. ALL AROUND. ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE 'A' IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES. OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT- TING STANDARD LENGTHS OF PIPE. 6. STEPS SHALL BE LOCATED AS SHOWN. IF THE COW4ECTOR PIPE INTERFERES W1TM THE STEPS. THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL BE SPACED 300 mm(121 APART. THE TOP STEP SHALL BE 175 mrrA71 BELOW THE TOP TO THE MANHOLE AND PROJECT 65 mnI(2-1/2'). ALL OTHER STEPS SHALL PROJECT 130 mm(51). T. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7') ON CENTER (MAXIMUM) ALONG THE BACKWALL. S. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 308 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 312 CATCH BASIN MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP s. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BARS 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. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PUN 300 - 2 SHEET 2 OF 2 CURB OPENING CATCH BASIN IMPORTANT NOTICE Section 4216,4217 of the Government Code requires a Dig Alert Identification Number be issued before a "Permit to ExCayate" will be valid. For your Dig Alert I.D. Number Call Underground Service Alert TOLL FREE 1-800.422-4133 `*Q WOrkiing days betoEe you dig Coy �® aK I_,qF �o 2 x No. 043293 Z m Exp. LECTION END CUTOFF' NOT ES 1. DIKE SHALL K CONSTRUCTED OF TYPE S ASPHALT'CONCRETE. 2. PAINT BINDER SHALL BE PLACED ON EXISTING ASPHALT CONCRETE PAVEMENT PRIOR TO T)4 INSTALLATION OF THE DIKE. sox° 'A °0� R0 °�M ASPHALT CONCRETE oar. r. v G s -se 117 M. A. Nfch°%i . DIKE COUNTY ENGINEER Q 2593 N