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HomeMy WebLinkAbout4747-48- 1 f2' lir R 114" 112" R 1l2" R 114" I TJM- BATTER 4:12a" 1/2" R 4:12 8- 11T R FS 8" CURB i GUTTER 8" CURB 0.054 C.Y. CONC PER L.F. 0.032 C.Y. CONC PER L.F. B" 1!"6" 112- A 1",1)2-R 114- 112- R -7/ 112- R U4" .. `'. B BATTER\4,'TTER 12 6" _ 112- R !i" ....�= 111" R FS v'/ f s • •' = 6" CURB i GUTTER 6" CURB 0.00 C.Y. CONC PER L.F. 0.027 C.Y. CONC PER L.F. NOTES 1. RELATIVE COMPACTION REQUIREMENT FOR TOP 12" OF SUBGRADE Is 95%, WHEN CLASS N SASE IS USED UNDER STREET PAVEMENT, CLASS M BASE SHALL ALSO BE PLACED UNDER CURS AND GUTTER. 2. NO FORMS SHALL BE PLACED UNTIL THE RELATIVE COMPACTION HAS BEEN TESTED AND APPROVED, UNLESS OTHERWISE APPROVED BY THE CRY ENGINEER. 3. ALL FORMWORK SHALL BE INSPECTED AND APPROVED PRIOR TO PLACEMENT' OF CONCRETE. 4. THE CONTRACTOR SHALL USE 520-C-2500 CONCRETE UNLESS OTHERWISE APPROVED. S. THE CONTRACTOR'iHALL LOCATE EXPANSION AND WEAKENED PLANE JOINTS PER CITY STANDARD PLAN FOR SIDEWALKS. S. IMMEDIATELY AFTER FINISHING OPERATIONS ARE COMPLETE, THE CONTRACTOR SHALL PROVIDE BROOM FINISH AND APPLY CURING COMPOUND. 7. THE CONTRACTOR SHALL PROTECT THE CONCRETE WORK FROM ALL TRAFFIC AND CONSTRUCTION EQUIPMENT PMENTFOR AT LEAST DAYS UNLESS E S O THERWIS E APPROVED BY THE CRY ENGINEER. S. FOR ABRUPT CURB TERMINATIONS, 3 FT. CURB TRANSITIONS SHALL BE PROVIDED, SEPARATED WITH A WEAKENED PLANE JOINT, AS REQUIRED BY THE CITY ENGINEER, ostafEsslo, f APPROVED BY: CITY OF FONTANA y CRY ENGINEER DATE No. 25126 ROBERT W. WEDDLE CURB AND GUTTER * E(P.1213VO1 * FRANK SMITH CIVIL DRAWN BY: fl�TFOc CAl1Ed4�\P REVISION NUMBER: STD. PLAN Nn-nr'. SH-, n=, 1 CURB & GUTTER 2 0' ! CURB fAtf W tXPANt510N ,AoavTs -1 4' TYP CMVEWAY 12 s2 .0 FT. MAX_ OVACKIII C0010161 � 17 n. SIDEWALK (S) of e•. 1 3 3/4' 5 1/2' 8" 6' 6- CURETACE.) 35 n- C(OMMERCtAL SITES oworwAY TOO -WAY MJCX A"M rpt s0 Fl. RARKWAY (P) RAMPa 2 1/2' IBM(3-1/21 t I ?' #3 O 12-) MAX OC BARS m CURB AND GUTTER A 11EAIlENED PLANE r A 8' P.t.t_ ORNEWY JQttirS EXPANSION JCWIS-1/4'(TY'P.) SIDEWALK CVRB AND GUTTER PARKwAr ti li(�lI2 R-4'(TYPj -• D ._ (W)=FrorN 8F pRArEwAr (P)"PARKWAY AREA L RADIUS -w# CURB Y (5)=SK)fWaV K 45' CRNEWAY APPROACH DIMENSIONS LAND USE alt ORNf1FAY M • SNQf-rAMts Oti11IlMG ON "IS 12 s2 .0 FT. MAX_ OVACKIII C0010161 � 17 n. TARO OR [AMY 1 3 3/4' 5 1/2' 8" 6' 1100-iMr TIIU4t ACCESS FOR 35 n- C(OMMERCtAL SITES 2 4 1/4' 8 1/2 12- 8- TOO -WAY MJCX A"M rpt s0 Fl. M10USTRW SITES 3 4 1/2" 15 7/8" 16 1/2' 10' I" LIP DETAIL "B" 1' UP At CUM FACE R/W SEE DETAY 'E' v*11ES 4'IAN 6' 7% ' 6' SIDEWALK $' P_C.C- ORP&W Y RAMP 560-0-3250 SECTION A -A NOTES: 1. DRNTWAY WIDTH SHALL PROVIDE FOR ADEOUAIE TRUCK TUPm4G WJVEMENT.. 2- NO POPTsON OF A DPfVTWAY' SHALL EXTEND 04 FRONT Or A►4 ADJOINING LOT. 3 PRCFVIGE EROOU FINISH ON RAMP AND SMEWAIK. 4, MA1AEDtATELY AF1ER F1NtSPM'C OPERATIONS APE COMPLETE. CURING COMPWND SHALL PE APPLIED- N01 TO SCALE o ll'uEsT►o PROVED BY: CITY OF FONTANA w v +fA01RESIDENTIAL 1 COMMERCIAL 1 CITY ER DATE INDUSTRIAL DRIVEWAY + exP.9A7o107 RICARDO SANDOVAL WITH PARKWAY SIDEWALKS REVIEWED BY: V 17 hnwd f�*Af Of C►t1DATE OF LAST REVISION: STD. PLAN NO. 1002 1 SHT 2 OF 2 DRIVEWAY APPROACH R/W I SIDEWALK I CURB ' I 2-N4 RE -BARS CLEAN-OUT LENGTH= 2B+2'-0" TYPE 'L" ADAPTER (ROUND 10 RECTANGULAR PIPE ONLY) RECTANGULAR PIPE UNDER SIDEWALK DRAIN NOTE: TYPE "L" ADAPTER WILL NOT BE INSIAILED ON PUBLIC RIGHT Of WAY. ANY CONSTRUCTION THAT CREATES ANY ANGLE POINT IN TINS STRUCTURE CONTRACTOR SHALL INSTALL A CLEAN-OUI. VgRIE S RECTANGULAR PIPE TYPE "L" ADAPTER 0 RECTANGULAR PIPE TYPE "L" ADAPTER SIZE OUTSIDE DIMENSION INSIDE DIMENSION SIZE A 8 C 0 E 1 5 1/2' x 3 3/4' 5' x 3' 1 3 3/4' 5 1/2' 8" 6' 2' ? 8 1/2" x 4 1/4' 8" x 3 112' 2 4 1/4' 8 1/2 12- 8- 2' 3 15 7/8" x 4 1/2" 15 1/8' x 3 1/2' 3 4 1/2" 15 7/8" 16 1/2' 10' 2 1/2' CLEAN-OUT ROUND OR RECTANGULAR PIPE I R/W LINE TYPE 'L' ADAPTER ..'� * •Q -REBAR S10EWALK-: OF CURB ROUND PIPE RECTANGULAR PIPE 4' = 1 6' = 2 8' 3 01 FACE OF CURB LIP OF GUTTER 3-p3 REBAR I WIDTH OF RECTANGULAR e . PIPE PLUS 16' DEPTH Of RECTANGULAR PIPE PLUS 4' 14 REBAR 1" CLEAR 13 ® 6" 11" CLEAR fL /4 REBAR 95% COMPACTED SECTION A -A RECTANGULAR PIPE NATIVE SOIL NOTE: SIDEWALK DRAIN TO BE MAINTAINED BY PROPERTY OWNER. reNo. CITY OF FONTANA oUNDER 5tt52 " CITY ENGINE DATE SIDEWALK DRAIN * EXP. 00107 RICARDO SANDOVAL Cwt REVIEWED BY' 2f ,pl �Q, mnaus AAf Of CAILFREVISION NUMBER: STD. PLAN NO. 3001 SHT 1 OF 3 DISCHARGE STRUCTURE 25'-30' WIDE DRIVEWAY 2' RAAT 600 mm -1 E , z INLET INLET G T COVER FRAME NO ' (24") ' TYPE 2 TYPE 1 COVER SPPWC ; R PIPE PER PLANS SEE NOTE e E 600 mm c�7AKI JL- (24') n SECTION I AI __- t R/W INLET TYPE 2250 m W s� I � I NOTE e BAR .) �, ( t} ; { .o f s mm I I {n 16 I i I (3") MIN I I I SECTION 16• m JB a ,"„ 1 I I INLET TYPE 1 DETAIL OF ANCHOR CURB FACE I ANCHOR ' II 3. mmCURBFACE - - - -T- FL - - POINT M POINT N POINT P POINT CI A PLAN 3000 mm (101 S 3000 mm (11r) TC GRADE LINE AS 9 SHOWN ON PROFILE,TOP OF CURB TOP OF OIRa POINT P POINT Q POINT M POINT N PROFILE SMUM GALVANZED STEEL FIN ix S. mm J OAR SPACK Run 300 (21 450 (in 240 240 fn 600 24 750 On 240 240 r 900 36' 240 1060 (421 210 6 1 IN (51 1 54ffi-1121 (3-11-txYxl/2') GALVANIZED STEEL ANILE E I5mm 180 5 1650 66 180 4 IBM(3-1/21 OM O 420 mm FOR S - 750 mm (W) AND L£8$ USE 2 00 n L -r• -_" NOTE a ANCHORS. OTH(RMiBE USE 3 ANOIORS. (iLj aATmt x12 ,,�SEE PARKWAY DRAIN t0 FOR S = 1200 mm (48) AND LESS, (1 ' .L • ,, .y-1 6 - 75 mm (3') 150 mm USE $Wlx9.5 (2-1/rd%3/117 (a) 6") GALVARM STEEL MIGLE to SECTION A --A MATGI OTHERNSE, 8 = 100 mm (4'� USE 89x76xl2 7 COSTING (3-11-txYxl/2') GALVANIZED STEEL ANILE E m S 150 mm J BARS ARE IOM (0). OM O 420 mm #3 O 12-) MAX OC BARS m SECTION B -B gv STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION Phomm"llgrAmmem c PARKWAY DRAIN STAND LAN 151-1 1203 ■[1/. 16" USE WITH STAND SPECIFICATIONST NOTES 1. FLOOR OF BOX SHALL BE TROWLED SMOOTH. 2. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET TYPE 1 BEGINS AT THE TOE RATHER THAN AT THE R/W LINE. 3. FOR OPEN DITCH (TYPE 2), THE 600 mm (24") EXTENSION BEYOND THE R/W UNE IS NOT REQUIRED WHEN BACK OF WALK IS 600 mm (24") OR MORE FROM THE R/W UNE; HOWEVER, THE PIPE SHALL EXTEND TO THE R/W UNE IN ANY EVENT. 4. TOP OF INLET STRUCTURE (TYPE 1 do 2) SHALL BE FLUSH WITH ADJACENT SURFACE WHERE PRACTICAL. 5. A HEADED STEEL STUD 16 mm x 160 mm WITH A 25 mm HEAD (5/8" x 6-3/8`. 1' HEAD) ATTACHED BY A FULL PENETRATION BUTT WELD MAY BE USED AS AN ALTERNATE ANCHOR. 6. NORMAL CURB FACE AT POINT M AND 0. CURB FACE IS B + 125 mm (5") AT POINT N AND P. 7. THE 75 mm (3") LEG OF THE 16 mm (5/8") DIA ANCHORS SHALL BE PARALLEL TO THE TOP OF SIDEWALK. 8. SLOPE 2.0% STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION s AN a -,.m 151-1 SHEET 2 OF 2 PARKWAY DRAIN IJ_1 ":��iTl=���i17_ll'Ll R/W I B I R/W FOR ORMEWAY OETAKS SEE STD PLAN FOR O�EWAY$ SIDEWALK CONSTRUCTION NOTES 2% MAX EJ Al ECR EJ E3 WPJ I- ALL SIDEWALKS SHALL BE CONSTRUCTED AS SPECIrIEO IN THE STANDARD SPECIrICATIONS FOR PUBLIC A � A WOMS CONSTRUCT*w (GREEN BOOK). UNLESS OTHERWISE NOTED. � a � , m DFIVEWAr 2. ALL SUBGRADE SHALL BE CONSTRUCTED TO GRADE AND CROSS SECION PER CITY STANDARD PLANS FOR 3 '. • _ION TOLERANCES FOR SIDEALLKS AND CURBS MID GUTTERS SHALL BE 4f '"ice '1 - APPLICABLE STREET SECT 5 B _ _ PER THE GREEN BOOK. $� CURB 5' 4' J E.I - EJ R/w AT ALL L ffvl+r LOCM 4N5 3, SUOMOE SNAIL BE SCARIFIED AND COMPACTED TO A MINIMUM DEPTH OF 12 INCHES. FACE CURB TRANSITION PI.A�I - 902 COMPACTICN IS REOUMRED BEHIND THE CURB AND IN PARKWAY AREA. AFTER CONPACTCN, THE NOT TO SCALE SUBGRADE SHALL BE FREE OF UNSUITABLE MATERIALS. FOR DETAILS WITWm CURB RCT IRN AREA + SEE STO PLAN f011 CURB RETURN ACCESS RAMP 4- ALL CONCRETE SHALL BE 520-C-2500 UNLESS OTHERWISE SPECIFIED. T CJ AT pCR ; 700L RADIUS 1/4 INCH 5- CONCRETE SHALL BE OF THE SPECIFIED SLUMP AND Wam THE REOUIRED WATER/CEMENT RATIO. _- I J = NT A Y R T N F r 6. THE CO RACTOR SHALL VIBRATE ALL CONCRETE ACEOU TEl TO INSURE CONSOUDA IO REE 0 VOIDS. w. • 7. ALL SR7EWAlKS• CURBS N40 CURE! AND GL►TTERS SHALL HAVE MIEJIKENED PLAKEE J01!4T5 SPACED AT 00 ; ' s: :; .... `� , +' .. ' "•r .•' �, • •:: ''; ' "�• I WEMINED PLATE JOINT iUTILIZING- _.. I (te SPACING, TYP.) • . 10 0001 MAX1�M INTERVALS. EXPANSION JOINTS SHAH BE PLACED AT 60 FOOT INTERVALS WEAKENED PLANE OR CONTROL JOINT (WPJ) T/Z INCH EXPANSION JOINT MATERIAL. WEAKENEDSEM A -A TOOL RADIUS 1/4 INCH 8. A NORMAL EXPANSION JOINT MAY BE OMMED IF IT FALLS WITHIN to FEET or AN ADDITIoNx NOT TO SCALE EXPANSION JOINT. 9- WEAKENED PLANE JOINTS SHALL BE 1/4 OF THE DEPT OF 111E CONCIRETE BUT NOT LESS THANCONSTRUCT JOINT s _ T INCH. CURBS AND ©UTTERS SHALL HAVE TIIEAKENED PLAINS JOINTS OF 2 RICH MMIIMIW CEPTH. 8" CURB 1.5' -OR SCORE UNE 6' 4' MIN 10. TRANSIT MIXED CONCRETE DELNERY TICKETS SHALL BE PROv10ED TO THE INSPECTOR PRIOR TO PLACING 1 I 1/2 INCH EXPANSION JOINT (EJ) CONCRETE TO INSURE THAT THE CONCRETE MEETS SPECIFICATIONS. � 2% 296 MAX'` I (R/rr1 I1- ALL SURFACES SHALL BE TRUE AND STRMHi AND Of UNIFORM WID1H• FREE Or I►UMPS. WS. M ` - '• a P I IRREGULARITIES AND AIPERFECTIONS_ UNIFORM SURFACES SHALL NOT VARY MORE THAN 0,01 FOOT WHEN . • : •. • t x }•' ... ..t' ' .' _ ;•' ,; • `. • s MEASURED WITH A 10 FOOT STRAIGHT EDGE. ! •' CLASS 2 12. All SURFACES SHALL RECEIVE A BROOM FIMSH. '' 'r ,~'' :•: • + *' 2 Ox 1 I 13. UPON COMPLETION OF FINISHRIG OPERATIONS ALL SURFACES SHALL BE SPRAYED WITH CURING COMPOUND. s MAY SLOP TOWARD 4 STb C-1 K 14. CCNYCREIE REPAIRS SHALL BE MADE BY SAW CUTTING AND REMOVING. THE ENTIRE UNIT BETWEEN WEAKENED STREET OR ONSITE PLANE JOINTS. Ei (� SPACING�.) SECTION "A -A" NOT TO SCALE S ` 15. SIDEWALKS WITHIN DRIVEWAYS SHALL BE CONSTRUCTED PER CITY STANDARD PLANS FOR DRr4WAY$• I FOR PARKWAY (P) AM SDEWALK (S) OWNSION5 W I P lV KAL STREET SECTKWS STANDARD DES" PLANS 400 AND 401 NOTES: NCt 10 SCALE NOT ICM SCALE CITY OF FONTANA TEssr CITY OF FONTANA 1• COMMERCIAL DRIVE APPROACH SHALL BE CONSTRUCTED FROM PORTLAND CEMENT CONCRETE �o1�aTEssroD! PREVEDe TRo CONTAINING NOT LESS THAN 550 POUNDS OF TYPE II PORTLAND CEMENT PER CUBIC YARD WITH 4% ��9 Rfjf OVE Y: " v 4 � , sANgot+�'�,, AIR ENTRAINMENT AND 1 MAXUMUM AGGREGATE GRADING, ti •^ y Q ' 2. CONCRETE SHALL BE CURED WITH WHITE PIGMENTED CURING COMPOUND. s„u CITY ENGINEER DATE SIDEWALKS = SIDEWALKS RICARpO SANDOVAL No. 5415z CITY ENGINEER DATE 3. COMMERCIAL DRIVE APPROACH SHALL BE CONSTRUCTED ON MINIMUM 8" CLASS 2 AGGREGATED BASE RICARDO BY: SANDOVAL COMPACTED TO 95% RELATIVE COMPACTION. * f)tP,9►1l+et " REVIEWEOBY:�+ !>! * ExP-913Wot fief a rs�tiDATE T.AST ttNtwslot�: sm_ PLANNO. 'tOb6 sNT 1 oc 2 ,r��� �' REVTIEvLIeD eY: >Xa •4I«�• 4. WEAKENED PLANE JOINTS SHALL BE AT LEAST 2` DEEP. for tI�LtF DATE ETF LAST REVISION: STD. PLAN NO. 1006 Slit 2 OF 2 5. EXPANSION JOINTS SHALL BE CONSTRUCTED AT BOTH ENDS OF DRIVEWAY APPROACHES. 6. EXPANSION JOINTS SHALL BE 1/2" WIDE AND FILLED WITH PLASTIC TYPE FILLERS. 7. COMMERCIAL DRIVE APPROACH SHALL BE MEDIUM BROOM FINISH. 5 P.C.C. SIDEWALK 6 FLARED DRIVE APPROACH -MODIFIED PLANS PREPARED BY:General Civil, Municipal, Water SHOULD CONSTRUCTION OF THE REQUIRED QRpFEss1o,� Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA and Wastewater Engineering, IMPROVEMENTS NOT COMMENCE WITHIN TWO Qom° oP� 1D ey t� STREET IMPROVEMENT PLAN Planning, Construction YEARS OF THE DATE OF APPROVAL SHOWN HEREON 3 �• DRAWN BY: SCALE Mana ement and Surve 'n z g 311 g T*I J.A.M. R AVENUE NONE .. OLEANDER NT MANNER, TH E O D AND CARRIED FORTH IN A DILIGE T*r DESIGNED BY: DATE: 118 West Lime Avenue No. 43296 - S �TT�rr Monrovia,Ca. 91016 CITY ENGINEER MAY REQUIRE REVISIONS TO THE Exp. 03/31/10 D.A.S. 02/ 2007 2112eeA�'ln inc.Phone: (626) 357-0588 PLANS TO BRING THEM INTO CONFORMANCE WITH sr,'�F\P `�• Date : ko-ort-c)% CHECKED BY: OVED DAT�e. �,� DRAWING NO.: 4 g Fax: (626) 303-7957 REV. REVISION D-smPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. W. DAVID BYRUM R.C.E. 43296 W.D.B. CITY N IN '4747 4