CITY OF RIALTO PUBLIC WORKS DEPARTMENT

Transcription

1 STNDRD DRWNGS 2015 Edton a EH. r> & o N fv "Brdge tolÿrogren*" <? % S> ÿ4ted CTY OF RLTO PUBLC WORKS DEPRTMENT

2 STNDRD DRWNGS EXPLNTONS 1. The Cty of Ralto Standard Drawngs are ntended for use on Cty Publc Works Projects n conjuncton wth the Standard Specfcatons for Publc Works Constructon by the mercan Publc Works ssocaton (PW). 2. By referrng to these Standard Drawngs on constructon documents, the Desgn Engneer assumes full responsblty for ther use. 3. f these Standard Drawngs do not fulfll constructon detals of specal desgn condtons, addtonal detal shall be shown on constructon documents. f Standard Drawngs from another source are referred to on constructon documents, the Standard Drawngs shall be shown on those constructon documents, and s subject to approval by the Cty Engneer. 4. These Standard Drawngs are a supplement to the latest edtons of Standard Plans and Specfcatons for Publc Works Constructon by the PW, the County of San Bernardno Department of Publc Works and Flood Control Standards and Specfcatons, and the Calforna Department of Transportaton (CLTRNS) Standard Plans. The Cty-adopted sectons of the PW Standards are noted n the Standard Drawngs ndex. 5. These Standard Drawngs are amended perodcally to reflect changng technology of the constructon ndustry. 6. nterested partes who wsh to suggest amendments to these Standard Drawngs may wrte to: Cty of Ralto Publc Works Department 150 South Palm venue Ralto, C 92376

3 STNDRD DRWNG NDEX STREET STREET CONSTRUCTON (CONT.) S-100 STREET SECTONS SC-220 BUS STOP WTH TURNOUT S-101 LLEY ND 3 RBBON GUTTER SC-221 CURB CORE DRNGE S-102 STNDRD KNUCKLE LOCL SC-222 NTERSECTON SGHT DSTNCE STREET 60 R/W; 36 CURB TO SC-223 SGN POST NSTLLTON CURB SC-224 ML BOX S-103 STNDRD KNUCKLE COLLECTOR SC-225 TYPE L MRKER STREET 64 R/W; 40 CURB TO CURB SC-226 OBSTRUCTON SGN POST S-104 CUL-DE-SC 60 ND 64 RGHT OF SC-227 BRRCDE POST ND SGN WY SC-228 UTLTY LOCTONS ON CURB S-105 OFFSET CUL-DE-SC 60 ND 64 SDEWLK RGHT OF WY SC-229 CURB DDRESS S-106 HLF WDTH STREET LOCL SC-230 CENTERLNE TE STNDRD ON S-107 DRVEWY SPCNG 4 X 6 CRD S-108 UNDERGROUND UTLTY SC-231 TRENCH WORK LOCTONS SC-232 PLTE BRDGNG S-109 FRE HYDRNT ND UTLTY POLE SC-233 SPHLT CONCRETE DKE LOCTONS SC-234 GURD POST SC-235 CURB RETURN RD ND R/W STREET CONSTRUCTON CORNER CUT BCK SC CURB ND GUTTER STREET LGHTS SC CURB ND GUTTER SC-202 CURB ONLY SL-300 STREET LGHT LOCTONS SC-203 SDEWLK (CURB DJCENT) SL-301 STREET LGHT GUDELNES SC-204 SDEWLK (PROPERTY LNES) SL-302 STREET NSTLLTON SC-205 SDEWLK (FOOTHLL BOULEVRD) SL-303 STREET LGHT PEDESTL WRNG SC-206 MENDERNG SDEWLK DGRM SC-207 CURB DJCENT SDEWLK SL-304 NSTLLTON DETL NTERSECTON SL-305 DRVE PPROCH RELOCTON SC-208 PROPERTY LNE DJCENT SL-306 UNDERGROUND ELECTRCL FEED SDEWLK NTERSECTONS PONT SC-209 EXPNSON ND WEKENED PLNE JONT TRFFC SGNLS SC-210 TREE WELL ND COVERS SC-211 DRVEWY PPROCH TS-400 TRFFC SGNL PULLBOX (RESDENTL CURB SDEWLK) (MPROVED RES) SC-212 DRVEWY PPROCH TS-401 TRFFC SGNL PULLBOX (RESDENTL PROPERTY LNE (UNMPROVED RES) SDEWLK) TS-402 TYPE R CONTROLLER CBNET SC-213 DRVEWY PPROCH FOUNDTON (COMMERCL) TS-403 TRFFC SGNL STREET NME SC-214 DRVEWY WTH CURB RETURNS SGN SC-215 CURB RMP SC-216 CROSS GUTTER ND FLLET STORM DRN SC-217 SPECL CROSS GUTTER STEEP NTERSECTON GRDES REFER TO STNDRD PLNS FOR PUBLC SC-218 LLEY NTERSECTON WORKS CONSTRUCTON (LTEST EDTON) SC-219 CONCRETE BUS PD

4 STNDRD DRWNG NDEX WTER SNTRY SEWER W WTER METER CONNECTON SS-200 SEWER GENERL NOTES W WTER METER CONNECTON SS-201 STNDRD MNHOLE FRME, W WTER SERVCE ND LRGER COVER ND RENFORCED METER ND VULT NSTLLTON CONCRETE COLLR W-703 WTER VULT SS-202 STNDRD PRECST N PLCE W-704 PVEMENT MRKERS T FRE MNHOLE FOR SEWER HYDRNTS SS-203 STNDRD MNHOLE FOR 6 TO 36 W-705 WET BRREL FRE HYDRNT PPE NSTLLTON SS-204 TYPCL SEWER MNHOLE BSES W-706 DRY BRREL FRE HYDRNT SS-205 SEWER TERMNL CLEN-OUT NSTLLTON SS-206 SEWER LTERL W BLOW OFF NSTLLTON SS-207 SEWER SDDLE W END OF LNE BLOW OFF SS-208 TPPNG EXSTNG SEWER MN W ND 2 COMBNTON R VLVE SS-209 SEWER LTERL CONNECTONS W COMBNTON R VLVE TYPE ND TYPE B W-711 R VLVE ENCLOSURE W-712 REDUCED PRESSURE DEVCE W-713 LOCTON ND SCREENNG FOR BOVE GROUND BCKFLOW PREVENTORS ND DETECTOR CHECK VLVE W-714 FRE LNE NSTLLTON DOUBLE DETECTOR CHECK SSEMBLY W-715 HOT TP ON WTER MN W-716 SERVCE TP 1 ND 2 FOR STEEL PPE WELDNG W-717 SMPLE STTON W WTER LNE FOR FRE SPRNKLER SSEMBLY OFF EXSTNG 1 DOMESTC LNE (PPLES ONLY TO RESDENTL SERVCE LNES) W-719 VLVE BOX RSER NSTLLTON W-720 STEEL PPE CSNG NSTLLTON W-721 SPHON DETL W-722 NVERTED SPHON DETL W-723 CONCRETE THRUST BLOCKS FOR PPELNES, CLSS 200 P.S.. MX W-724 RESTRNED JONT ND WELDED JONT THRUST PROTECTON W-725 WTER ND SEWER SEPRTON REQUREMENTS W-726 NCHOR BLOCK SSEMBLY FOR 6 THOUGH 16 PPE W-727 METER SERVCES 3 OR LRGER BEHND CURB W-728 PRESSURE REGULTOR STTON

5 STREET

6 R/W -rn -B-,x?v \ 2% & RSED % MEDN R/W MJOR RTERL HGHWY. MJOR RTERL. MODFED MJOR RTERL ND. MODFED RTERL ND. ND SECONDRY RTERL R/W & lÿc -B- C * % 2% 2% f -- _Enj_. R/W «/ % COLLECTOR. COLLECTOR (COMMERCL/NDUSTRL). NDUSTRL ND LOCL P.W. DRECTOR/CTY ENGNEER STREET SECTONS REV80N8 BY CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO.S-100 SHT1 OF3

7 DMENSONS STREET- TYPE B C D E MJOR RTERL HGHWY MJOR RTERL STRUCTURL SECTON MN. MN..C..B. # OF TRVEL LNES " 6 LNES LNES MODFED MJOR RTERL LNES MODFED MJOR RTERL MODFED RTERL MODFED RTERL SECONDRY RTERL COLLECTOR COLLECTOR (COMMERCL/NDUSTRL) NDUSTRL LOCL LOCL (COUNTY STD) " 6 6 LNES 120 VRES VRES VRES ' " 4 LNES, 4 CURB PRKNG LNES 4 LNES 2 BKE LNES 4 LNES 2 PRKNG 2 LNES 2 PRKNG 2 LNES 2 PRKNG LNES VRES " LNES 2 PRKNG 2 LNES 2 PRKNG THE STRUCTURL SECTON DESGN FOR LL STREETS SHLL BE DETERMNED USNG THE FORMULS CONTNED N THE CLFORN DEPRTMENT OF TRNSPORTTON HGHWY DESGN MNUL TBLES ND 608.4B ND N NO CSE SHLL THE DESGN SECTONS BE LESS THN GENERL NOTES: THE MNMUMS SHOWN. 1. STREET DMENSONS MY VRY N SPECFC PLN RES. 2. T.l.=10 FOR LL TRUCK ROUTES ND RTERL STREETS. SOL TESTNG ND CLCULTONS WLL BE REQURED FOR PVEMENT SECTON RECOMMENDTONS. 3. FOR SDEWLK, REFER TO STNDRD DRWNGS SC-203, SC-204, SC-205, ND SC LEVEL LNE OFFSETS RE BSED UPON STRGHT GRDE CROSSFLL OF 2%. E. PPROVE P.W. DRECTOR/CTY ENGNEER REV80N8 BY MRK STREET SECTONS CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO.S-100 SHT 2 OF3

8 FNSH SURFCE mmmgssm C PVEMENT B COMPCTED FLL f ORGNL GROUND STRUCTURL SECTON NOTES: 1. SPHLT CONCRETE PVEMENT WLL BE MNMUM OF THREE FOR TEMPORRY PVEMENT ND FOUR (4) NCHES THCK FOR NCHES THCK RMNENT PVEMENT. 2. SPHLT CONCRETE PVEMENT ND GGREGRTE BSE SHLL BE COMPCTED TO 95% RELTVE DENSTY PER TEST NO. CLFORN COMPCTED FLL RELTVE DENSTY SHLL BE DETERMNED BY SOLS TESTNG ND CLCULTONS FOR PVEMENT SECTON RECOMMENDTONS. 4. THE TOP 6 OF ORGNL GROUND SHLL BE COMPCTED TO 95% RELTVE DENSTY. 5. CTY CONTRCT - LL NTL COMPCTON TESTNG SHLL BE PD FOR BY THE CTY. LL RETESTNG SHLL BE PD FOR BY THE CONTRCTOR. PRVTE CONTRCTS COMPCTON TESTNG SHLL BE PD FOR BY THE PERMTTEE. P.W. DRECTOR/CTY ENGNEER REV80N8 BY MRK STREET SECTONS CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. S-100 SHT 3OF 3

9 P/L <. 25 P/L (TYP) r tr..:-, ". ' L 4 SPHLT CONCRETE PVEMENT 11' 1.5' 1.5. 'ÿ «- 4" PCC GUTTER COMMERCL 11 SLOPE 1/4 PER FOOT 6.B. (TYP) P/L <L 20 P/L 8.5' SLOPE 1/4 PER FOOT r.1 (TYP) - a (TYP) SPHLT CONCRETE PVEMENT 4 PCC GUTTER RESDENTL 6.B. NOTES: 1 r 3/8 LP <L *... 4v-.Vv ' ' a*. t: * 4 K /8 LP - -L 8 3* GU 1 1 ER <. 1 (?) STKES FOR REDWOOD HEDER WLL BE T LEST 1 X3 X24 LONG ND PLCED EVERY 10. (?) REDWOOD HEDER 2 X4 STKED - BOTH SDES OF LLEY. MY USE THCKENED EDGE UPON NSECTORS PPROVL. GENERL NOTES: 1. LL CONCRETE SHLL BE CLSS 520-C PLCE TRNSVERSE WEKENED PLNE JONTS T 10 NTERVLS. 3. SOLS TESTNG SHLL DETERMNE SPHLT STRUCTURL SECTON. P.W. DRECTOR/CTY ENGNEER LLEY ND 3 GUTTER REV80N8 BY MRK CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. S-101 SHT1 OF1

10 EC BC EC C MN. GRDE 0.60%' / D oo B -e- t# ; / / CURB ND GUTTER / P1 BC / 4 o CM G R/W o 1- co ' G \ O-l 32 PLN EC BC DC m\2\ R/W=60* 60' RGHT OF WY 60 WDE - LOCL 1 G=42.71 H=71.59 CURVE R L T ' O' O 32 P.W. DRECTOR/CTY ENGNEER REV80N8 BY MRK STNDRD KNUCKLE LOCL STREET CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. S-102 SHT1 OF1

11 EC BC EC MN. GRDE 0.60% C / / D oo m -e- «G B - CO BC / / CURB ND GUTTER / P1 / o CM ' G \ o' 32 PLN EC BC cc R/W=64* 64 WDE - COLLECTOR 1 G=42.36 H=71.94 CURVE R L T * ± ± f ]/l4y. f STNDRD KNUCKLE COLLECTOR STREET P.W. DRECTOR/CTY ENGNEER REV80N8 BY MRK CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. S-103 SHT1 OF1

12 1 ) M.O.C. / \ / -o CURÿ/E 2 2l o s, 2 1 / fc? 1 1 \ R=50 R/W LNE CURB FCE CURB FCE \ / O' \ 1 1 / C5. Q b C3-1 ;s & O 73 a. w \ /O tm o» o 1 1 o C B B J-C NOTES: ELEVTON REQURED N PLN VEW WHERE NOTED. LOCL COLLECTOR CURVE 1 CURVE 2 STREET CURB R/W CURB R/W R/W B C D R L R L R L R L * * P.W. DRECTOR/CTY ENGNEER REV80N8 BY MRK CUL-DE-SC LOCL ND COLLECTOR CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. S-104 SHT1 OF1

13 R/W / 1) M.O.C. S*'1 4 \ \ R=50 f:»\ CURB & / / *s o o' \ 1 \ V\ 1 \ \ o' o 1 J C & o' o \ R GUTTER 2 1\ & Q\ O P. l 1 1 C B B 1 C R/W NOTES: (?) ELEVTON REQURED N PLN VEW WHERE NOTED. CURVE 1 CURVE 2 LOCL COLLECTOR STREET CURB PROPERTY CURB PROPERTY R/W B C D D1 R L R L R L R L * * *25* *25*41" P.W. DRECTOR/CTY ENGNEER REV80N8 BY MRK OFFSET CUL-DE-SC LOCL ND COLLECTOR CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. S-105 SHT1 OF1

14 FUTURE R/W R/W 60 40* R/W \ FUTURE SDEWLK 20' 10* 30* c 12* r 1 FUTURE CURB ND GUTTER rsee NOTE NO. 1 = =r=r. Sr = T;- -NSTLL 2" X 4 REDWOOD HEDER SEE NOTE 2 T CURB ND GUTTER SLOPE 2% SDEWLK GENERL NOTES: 1. STRUCTURL SECTON OF RODWY SHLL BE DETERMNED FROM SOLS TESTS ND SO NDCTED ON CONSTRUCTON PLNS PER STD. S CUT ND FLL SLOPES SHLL BE NO STEEPER THN 2:1. 3. STREET SECTON SHLL CONFORM TO STNDRD NO. S TWO (2) TWELVE FOOT TRVEL LNES SHLL BE PROVDED. P.W. DRECTOR/CTY ENGNEER REV80N8 BY MRK HLF WDTH STREET LOCL CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. S-106 SHT1 OF1

15 < c < < < - t 4-4 B < < <7. 4 -< 4. < 4'. < Tf 4. BCR/ECR 41 ' f -ÿ <.'4 V. 41 <. </' ' B* C STREET CLSS MJOR SECONDRY COLLECTOR (RESDENTL/NDUSTRL) LOCL DSTNCE FROM BCR/ECR SPCNG BETWEEN DRVEWY ND PROPERTY LNE SPCNG BETWEEN DRVEWY CENTERLNE TO CENTERLNE RES. COMM. RES. COMM. RES. COMM. 50 MN. 150 MN. 5 MN. 5 MN.* N/ 250 MN. 50 MN. 150 MN. 5 MN. 5 MN.* N/ 250 MN. 50 MN. 75 MN. 5 MN. 5 MN.* N/ 150 MN. 35 MN. 75 MN. 5 MN. 5 MN.* N/ 100 MN. DSTNCE S 20 FEET BETWEEN RDUS DRVEWYS. 1. SHRED DRVEWYS WTH DJCENT PROPERTES SHLL BE USED WHERE PPROPRTE FOR THE PROPOSED STE OR MSTER PLN TO MEET REQUREMENTS, OR WHERE LOCTED ON PROPERTY LNE. P.W. DRECTOR/CTY ENGNEER DRVEWY SPCNG REV80N8 BY MRK CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. S-107 SHT1 OF1

16 SOUTH & WEST SDE OF STREET NORTH & EST SDE OF STREET jjuh VRES! R/W VRES > < 1 4 w gshx wp C3 6 5 V UNDERGROUND UTLTY LOCTON o VE) 6 6 R/W -JONT TRENCH 1 MN. UTLTY MN COVER WTER 36 STORM DRN VRES SEWER VRES GS POWER To L T CO > ro 5c z : W l 0@- 1 3CO LLJ co V 0 L s 30 < o 48 TELEPHONE/CTV (T/TV) 36 STREET LGHT CONDUT (SL) 48 RECOMMENDED UTLTY NSTLLTON SCHEDULE STORM DRN SEWER JONT TRENCH UTLTES CURB & GUTTER WTER GS PVNG /] CM t» P.W. DRECTOR/CTY ENGNEER To 5 To T f To J ;jl : :;ÿ -1 3"l JONT TRENCH SECTON d DCUO Z LL O LLJ LLJ Q. O QC SPCNG PER SCE REQUREMENTS FNSH SURFCE UNDERGROUND UTLTY LOCTONS REV80N8 BY MRK CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. S-108 SHT1 OF 2

17 GENERL NOTES: 1. WHERE ULTMTE STREET MPROVEMENTS RE TO BE CONSTRUCTED, MNMUM COVER OVER UTLTES MY BE VRED TO FCLTTE NSTLLTON UPON PPROVL BY THE CTY ENGNEER. 2. THE UTLTY COMPNES SHLL MKE EVERY EFFORT TO LOCTE THER FCLTES N THE RECOMMENDED LOCTONS, PRTCULRLY N NEW SUBDVSONS. 3. THE CENTER 24 OF THE STREET SHLL BE RESERVED FOR SEWER ND STORM DRN NSTLLTON. 4. SURFCE OF VULTS OR MNHOLES MUST MTCH PVEMENT ND PRKWY GRDES. 5. REPR OF TRENCHES ND REPLCEMENT OF PVED SURFCE N EXSTNG CTY RODS SHLL BE N CCORDNCE WTH CURRENT SPECFCTONS FOR TRENCH REPR PER STNDRD NO. SC WHENEVER POSSBLE, MNHOLE COVERS SHLL NOT BE PLCED WTHN THE SDEWLKS. 7. MNTN MNMUM 10 OF SEPRTON BETWEEN OUTSDE WLLS OF WTER ND SEWER PPES. P.W. DRECTOR/CTY ENGNEER REV80N8 BY MRK UNDERGROUND UTLTY LOCTONS CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO.S-108 SHT 2 OF2

18 UTLTY POLE OTHER THN LNE TRNSMSSON POLE SHLL BE PLCED BEHND SDEWLK R/W CURB- WEKENED PLNE JONT (10 SPCNG TYP.) T / VRBLE 6* MN. TO FL FRE HYDRNT 1-6" FROM SDEWLK ND 1* FROM CURB RETURN LNE FCE OF TRNSMSSON POLE SHLL BE PLCED 1 6 BEHND FCE OF CURB. SDEWLK SHLL BE WDENED TO MN. 5 CLERNCE FOR MNMUM LENGTH OF 10. MNMUM TRNSTON LENGTH SHLL BE 5. CURB RMP PER STNDRD NO. SC-215 SDEWLK 7 M! EXPNSON JONT (60* SPCNG TYP.) Ter MN. MN. MN. P.W. DRECTOR/CTY ENGNEER REV80N8 BY MRK FRE HYDRNT ND UTLTY POLE LOCTON CTY OF RLTO. CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. S-109 SHT1 OF1

19 STREET CONSTRUCTON

20 WEKENED PLNE JONT (10 SPCNG TYP.) / TOP OF CURB 7 CURB LNE BTTER GUTTER LNE EJ 10 TYP. <D 60 TYP. TYPCL PLN EXPNSON JONT (60 SPCNG TYP.) NOTES: V- : x1/2" RD. ' ;. *. -s :. 8" S.. 3: v.vj 4.**. *...ÿ* ; «CURB FCE 4 STEEL TROWEL FNSH FNE HR BROOM FNSH BTTER 1 RD... : >. * > 4 k. ' 4 * /2 L r. 4.ÿ * < '-V.-4 * 6 1/2. : : *. 5 ;ÿ.. < 4* 4 * 4 T.4 *.V O'. <. 4 ; 5 27 SECTON - (T) 1/2 EXPNSON JONT T BEGNNNG ND END OF CURB RETURN ND T 60 w NTERVLS, PER STNDRD NO. SC-209. (2) 3/16 WEKENED PLNE JONT EVERY 10 PER STNDRD NO. SC-209. GENERL NOTES: 1. LL CONCRETE SHLL BE CLSS 520-C FOR LL CURB REPRS, REMOVE CURB ND GUTTER TO NEXT WEKENED PLNE OR EXPNSON JONT, F LESS THN 5., P.W. DRECTOR/CTY ENGNEER 1 8 CURB ND GUTTER REV80N8 BY MRK CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. SC-200 SHT1 OF1

21 / WEKENED PLNE JONT (10 SPCNG TYP.) TOP OF CURB T 7 + CURB LNE EJ EXPNSON JONT BTTER GUTTER LNE (60 SPCNG TYP.) 10 TYP. <D 60 TYP. PLN <D r ; >1/2 RDK.. VM\ CURB FCE 4 STEEL TROWEL FNSH. FNE HR 0.38 BROOM FNSH 3:12 RD. BTTER 6 1/2 ; 4 X-V s'v! :.ÿ* 1 RD. x 4* *. * : -- 4 < 4 4- ' 4. * 4. * W *.<ÿ /4 - <. 5.;. * 4-4 ', J 4 * : *. * < > /2 6 1/2 5 1 NOTES: SECTON - (T) w 1/2 EXPNSON JONT T BEGNNNG ND END OF CURB RETURN ND T 60 NTERVLS, PER STNDRD NO. SC-209. (T) 3/16 WEKENED PLNE JONT EVERY 10 PER STNDRD NO. SC-209. GENERL NOTES: 1. 6 CURB ND GUTTER SHLL NOT BE USED FOR PUBLC STREETS. 2. LL CONCRETE SHLL BE CLSS 520-C P.W. DRECTOR/CTY ENGNEER 3. FOR LL CURB REPRS, REMOVE CURB ND GUTTER TO NEXT WEKENED PLNE OR EXPNSON JONT, F LESS THN 5. 6 CURB ND GUTTER (PRVTE ONLY) REV80N8 BY MRK CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. SC-201 SHT1 OF1

22 BTTER z T X/ÿEJ WEKENED PLNE JONT (10 SPCNG TYP.) CURB LNE TOP OF CURB EJ T 7 GUTTER 10 TYP. LNE 60 TYP. TYPCL PLN EXPNSON JONT (60 SPCNG TYP.) 6 DM. B" DM. C TYPE DM DM B DM C DM D V / /2 RD. ' -a' ' DM / / V * «. * k 1 GUTTER LNE \.4. * ' k... k 3:12 BTTER NOTES: WDTHS DM. D SECTON - LL CONCRETE SHLL BE CLSS 520-C SHOWN ON PLNS RE TO CURB FCE UNLESS OTHERWSE NDCTED. (3) 1/2 EXPNSON JONT T BEGNNNG ND END OF CURB RETURN ND T 60 w NTERVLS, PER STNDRD NO. SC-209. (4) 3/16" WEKENED PLNE JONT EVERY 10 NTERVLS, PER STNDRD NO. SC-209. P.W. DRECTOR/CTY ENGNEER CURB ONLY REV80N8 BY MRK CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. SC-202 SHT1 OF1

23 R/W 2% SLOPE J STREET SURFCE SEE STNDRD SC-200 GENERL NOTES: 1. LL SDEWLK RE SHLL BE CLSS 520-C-2500 CONCRETE. 2. THE SUBGRDE SHLL BE FREE OF UNSUTBLE MTERL LL EXCESS DRT TO BE REMOVED FROM PREMSES BY CONTRCTOR. 3. SUBGRDE SHLL BE SCRFED ND COMPCTED TO MNMUM DEPTH OF 12 NCHES. 90% MNMUM COMPCTON S REQURED BEHND THE CURB ND N PRKWY RE. 4. PRKWY RE TO BE BROUGHT TO GRDE BY CONTRCTOR BEFORE FNL PPROVL. 5. LGHT BROOM FNSH-PERPENDCULR TO CURB. 6. LL SURFCES SHLL BE FREE OF HUMPS, SGS, ND RREGULRTES. UNFORM SURFCES SHLL NOT VRY MORE THN.01 FOOT WHEN MESURED WTH 10 FOOT STRGHT EDGE. 7. LL SDEWLKS ND CURB ND GUTTERS SHLL HVE WEKENED PLNE JONTS SPCED T 10 FEET MXMUM NTERVLS ND SCORE LNE EVERY 5 FEET ON SDEWLKS. 8. EXPNSON JONTS SHLL BE PLCED T 60 FEET MXMUM NTERVLS. 9. WEKENED PLNE JONTS ND EXPNSON JONTS SHLL CONFORM TO STNDRD NUMBER SC CONCRETE REPRS SHLL BE MDE BY SW CUTTNG ND REMOVNG THE ENTRE UNT BETWEEN WEKENED PLNE JONTS. 11. SDEWLKS N DRVEWYS OR LLEYS SHLL BE 6 THCK. P.W. DRECTOR/CTY ENGNEER REV80N8 BY MRK SDEWLK (CURB DJCENT) CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. SC-203 SHT1 OF1

24 R/W VRBLE 2 4 J 5 2% SLOPE * -4 «. * 4* < *. 4 a y//// STREET SURFCE SEE STNDRD SC-200 GENERL NOTES: 1. LL SDEWLK RE SHLL BE CLSS 520-C-2500 CONCRETE. 2. THE SUBGRDE SHLL BE FREE OF UNSUTBLE MTERL LL EXCESS DRT TO BE REMOVED FROM PREMSES BY CONTRCTOR. 3. SUBGRDE SHLL BE SCRFED ND COMPCTED TO MNMUM DEPTH OF 12 NCHES. 90% MNMUM COMPCTON S REQURED BEHND THE CURB ND N PRKWY RE. 4. PRKWY RE TO BE BROUGHT TO GRDE BY CONTRCTOR BEFORE FNL PPROVL. 5. LGHT BROOM FNSH-PERPENDCULR TO CURB. 6. LL SURFCES SHLL BE FREE OF HUMPS, SGS, ND RREGULRTES. UNFORM SURFCES SHLL NOT VRY MORE THN.01 FOOT WHEN MESURED WTH 10 FOOT STRGHT EDGE. 7. LL SDEWLKS ND CURB ND GUTTERS SHLL HVE WEKENED PLNE JONTS SPCED T 10 FEET MXMUM NTERVLS ND SCORE LNE EVERY 5 FEET ON SDEWLKS. 8. EXPNSON JONTS SHLL BE PLCED T 60 FEET MXMUM NTERVLS. 9. WEKENED PLNE JONTS ND EXPNSON JONTS SHLL CONFORM TO STNDRD NUMBER SC CONCRETE REPRS SHLL BE MDE BY SW CUTTNG ND REMOVNG THE ENTRE UNT BETWEEN WEKENED PLNE JONTS. 11. SDEWLKS N DRVEWYS OR LLEYS SHLL BE 6 THCK. P.W. DRECTOR/CTY ENGNEER REV80N8 BY MRK SDEWLK (PROPERTY LNE) CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. SC-204 SHT1 OF1

25 R/W r 6-6 2% SLOPE.4 «.. '.«4 < STREET SURFCE Y////77 SEE STNDRD SC-200 GENERL NOTES: 1. LL SDEWLKS SHLL BE 4 THCK; CLSS 520-C-2500 CONCRETE. 2. THE SUBGRDE SHLL BE FREE OF UNSUTBLE MTERL LL EXCESS DRT TO BE REMOVED FROM PREMSES BY CONTRCTOR. 3. SUBGRDE SHLL BE SCRFED ND COMPCTED TO MNMUM DEPTH OF 12 NCHES. 90% MNMUM COMPCTON S REQURED BEHND THE CURB ND N PRKWY RE. 4. PRKWY RE TO BE BROUGHT TO GRDE BY CONTRCTOR BEFORE FNL PPROVL. 5. LGHT BROOM FNSH-PERPENDCULR TO CURB. 6. LL SURFCES SHLL BE FREE OF HUMPS, SGS, ND RREGULRTES. UNFORM SURFCES SHLL NOT VRY MORE THN.01 FOOT WHEN MESURED WTH 10 FOOT STRGHT EDGE. 7. LL SDEWLKS ND CURB ND GUTTERS SHLL HVE WEKENED PLNE JONTS SPCED T 10 FEET MXMUM NTERVLS ND SCORE LNE EVERY 5 FEET ON SDEWLKS. 8. EXPNSON JONTS SHLL BE PLCED T 60 FEET MXMUM NTERVLS. 9. WEKENED PLNE JONTS ND EXPNSON JONTS SHLL CONFORM TO STNDRD NUMBER SC CONCRETE REPRS SHLL BE MDE BY SW CUTTNG ND REMOVNG THE ENTRE UNT BETWEEN WEKENED PLNE JONTS. 11. SDEWLKS N DRVEWYS OR LLEYS SHLL BE 6 THCK MN. P.W. DRECTOR/CTY ENGNEER REV80N8 BY MRK SDEWLK (FOOTHLL BLVD.) CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. SC-205 SHT1 OF1

26 o m o o a: C ct CL Q. o LU R=100 GENERL NOTES: R/W 9 R= R=100 * * ' \ > *.. **. ** * /' R=95 6 R=2 * : K-ÿV. : : /. : t * 1. LL SDEWLKS SHLL BE 4 THCK MN.; CLSS 520-C-2500 CONCRETE. 2. THE SUBGRDE SHLL BE FREE OF UNSUTBLE MTERL. LL EXCESS DRT TO BE REMOVED FROM PREMSES BY CONTRCTOR. 3. SUBGRDE SHLL BE SCRFED ND COMPCTED TO MNMUM DEPTH OF 12 NCHES. 90% MNMUM COMPCTON S REQURED BEHND THE CURB ND N PRKWY RE. 4. PRKWY RE TO BE BROUGHT TO GRDE BY CONTRCTOR BEFORE FNL PPROVL. 5. LGHT BROOM FNSH-PERPENDCULR TO CURB. 6. LL SURFCES SHLL BE FREE OF HUMPS, SGS, ND RREGULRTES. UNFORM SURFCES SHLL NOT VRY MORE THN.01 FOOT WHEN MESURED WTH 10 FOOT STRGHT EDGE. 7. LL SDEWLKS ND CURB ND GUTTERS SHLL HVE WEKENED PLNE JONTS SPCED T 10 FEET MXMUM NTERVLS ND SCORE LNE EVERY 5 FEET ON SDEWLKS. 8. EXPNSON JONTS SHLL BE PLCED T 60 FEET MXMUM NTERVLS. 9. WEKENED PLNE JONTS ND EXPNSON JONTS SHLL CONFORM TO STNDRD NUMBER SC CONCRETE REPRS SHLL BE MDE BY SW CUTTNG ND REMOVNG THE ENTRE UNT BETWEEN WEKENED PLNE JONTS. 11. SDEWLK N DRVEWYS OR LLEYS SHLL BE 6 THCK. P.W. DRECTOR/CTY ENGNEER MENDERNG SDEWLK REV80N8 BY MRK CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. SC-206 SHT1 OF1

27 CURB FCE 2 2T T. ~1 4 < 44 ' ' 4 - < '. J * < CONSTRUCT CURB RMP PER STNDRD NO. SC-215, WHEN PPLCBLE. / 3 / / / R/W 4 L \ \ ; \ \ <? 2 4 v. <7 2 1 PER STD. SC-203, SC-204 _& 'ÿ VRB 4 R/W < NOTES: WEKENED PLNE JONT EVERY 10 ND SCORE LNE EVERY 5 PER STNDRD NO. SC-209. (2) 1/2 EXPNSON JONT PER STNDRD NO. SC-209. CURB RMP PER CTY STNDRD NO. SC-215. GENERL NOTES: 1. LL CONCRETE SHLL BE CLSS 520-C /l/lytfa/bb* Y P.W. DRECTOR/CTY ENGNEER REV80N8 BY MRK CURB DJCENT SDEWLK NTERSECTON CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. SC-207 SHT1 OF1

28 y < CURB FCE y 5 < < 5 2 < / ' CONSTRUCT CURB RMP PER STNDRD NO. SC-215, WHEN PPLCBLE. 1 2 : vl-:rlu>ÿspewlk : V:V *.:* 7, R/W _ 2 F \ :. 1 \ : ; *v \ \.; 'ÿ l_ 1 1 H 2" * /..J* 5 MN.g VRBLE VRBLE R/W NOTES: (?) WEKENED PLNE JONT EVERY 10 PER STNDRD NO. SC-209 ND SCORE LNE EVERY 5. ( ) 1/2 EXPNSON JONT PER STNDRD NO. SC-209. GENERL NOTES: 1. LL CONCRETE SHLL BE CLSS 520-C-2500., /kstu- P.W. DRECTOR/CTY ENGNEER REV80N8 BY MRK PROPERTY LNE DJCENT SDEWLK NTERSECTON CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. SC-208 SHT1 OF1

29 EJ EJ T BCR PRE-MOLDED JONT FLLERS 1/2 OR 1 THCK OR 1 EXPNSON JONT TO BE FLLED WTH NON-SHRNK CULK ND GLZE COMPOUND OR EQUL S BY CTY ENGNEER.. <7 EJ WPJ E. CURB RMP PER STNDRD SC-215 EJ R=10 EJ T ECR < R=1/4 JVK. 1/2 " WEKENED PLNE JONT (10 SPCNG TYP.) R=1/4 / <> / <> / CONCRETE THCKNESS FELT SCORE LNE / PPER (5' SPCNG TYP.) 4 EXPNSON JONT (EP) SPCNG: 60 NTERVLS, ND T LL B.C. S, E.C. S, DRVEWYS, CURB RETURNS ND STRUCTURES. EXPNSON JONT (60 SPCNG TYP.) EJ 1 4 < EJ H(r / 3 R=1/4" ZmZR=1/4 Vf <> - l CONCRETE THCKNESS EJ 1/4 DRVEWY PPROCH PER- STNDRDS SC-211, 3/16 SC-212, SC-213, SC EJ WEKENED PLNE JONT (WPJ) SPCNG: 10 NTERVLS; MY BE VRED TO LLOW MTCHNG OF JONTS N DJCENT EXSTNG MPROVEMENTS. P.W. DRECTOR/CTY ENGNEER REV80N8 BY MRK EXPNSON ND WEKENED PLNE JONT CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. SC-209 SHT1 OF1

30 6 EXPOSED GGREGTE FNSH OR STREET TROWEL FNSH S N 3' 4 4 DRECTED BY CTY ENGNEER 2 1/2 1 CURB ND GUTTER. Jh- : o.0 _o 1 5 1/2 12 SECTON - NEW CURB. GUTTER ND SDEWLK CURB DJCENT SDEWLK 3' EXPOSED GGREGTE FNSH N r EXSTNG CURB ND GUTTER r..0.o r ~T~ -Jr' * * * «4 12 TYP. L' /2 1 ".*. EXSTNG CURB DJCENT SDEWLK SWCUT EXSTNG SDEWLK SECTON - EXSTNG CURB. GUTTER ND SDEWLK NOTES: LL COVERS SHLL BE CLSS 560-C GENERL NOTES: 1. COVERS MY BE CST N PLCE. PPROVE P.W. DRECTOR/CTY ENGNEER REV80N8 BY MRK TREE WELL ND COVERS CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. SC-210 SHT1 OF 2

31 GP BETWEEN COVERS TO BE 1/4 MX. SPLT LNE SEE SHEET NO. 1 OF 2 J GUTTER FCE OF CURB PLCE 15 LB. FELT STRPS LL ROUND COVERS. 1 TOP OF CURB NSTLL 3 EQULLY SPCED #4 REBRS N ECH COVER. 1.5 f 9 * NSTLL (2) TWO 3/8-16 UNC X 1 LONG GLVNZED 4 X 4-10/10 WELDED WRE FBRC 1 FROM BOTTOM OF COVER. 4 1 /4 PLN HEX. HED BOLTS N 3 TMPNS, N ECH COVER. NOTES: LL COVERS SHLL BE CLSS 560-C GENERL NOTES: 1. COVERS MY BE CST N PLCE. T P.W. DRECTOR/CTY ENGNEER REV80N8 BY MRK TREE WELL ND COVERS CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO.SC-210 SHT 2 OF2

32 BCK OF DRVE PPROCH 5 s O' SM., W.P.J.- OR E.J. f SCORE BCK OF SDEWLK LL m v MSS LLS U9CN < R/W -Ṯ~ r f SCORE EQUL! \ LNES + COLD JONT -\ OR 36" PLN VEW GUTTER TOP OF CURB EXPNSON FELT PPER (OR EQUL) 2 VRES 5.5 SDEWLK CURB FCE CCESSBLE MX. SCORE BCK OF SDEWLK R/W * W SEE BELOW * 36" 36" 5 MN. T T + ELEVTON R/W 5.5 6" 4 SDEWLK CCESSBLE BCK OF SDEWLK SDEWLK CURB 2 s' 2% MX 1 LP 4 f 6 GENERL NOTES: CTY R/W SECTON - BCK OF DRVE PPROCH DRVEWY WDTH fw) * 26 MX. FOR 3-CR GRGE F MN. OF 25 OF FULL HEGHT CURB VLBLE BETWEEN DRVEWYS. * 20 MX. FOR TWO CR GRGE. * 10 MNMUM. 1. LL CONCRETE N DRVEWY PPROCH SHLL BE CLSS 520-C LL CONCRETE N DRVEWY PPROCH SHLL BE 6 THCK NCLUDNG SDEWLK. 3. CURB ND SDEWLK REPRS SHLL BE REMOVED BY SW CUTTNG, OR F WTHN 5, REMOVED TO WEKENED PLNE OR EXPNSON JONT., P.W. DRECTOR/CTY ENGNEER DRVEWY PPROCH (RESDENTL CURB SDEWLK) REV80N8 BY MRK CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. SC-211 SHT1 OF1

33 r! LLJ X z mx< EXPNSON FELT PPER (OR, EQUL) n SCORE LNES>! 80" <C/3@ VRBLE 4- REPR WORK, REMOVE CURB 36 ND GUTTER BY SW CUT OR TO WEKENED PNE JONT, EXPNSON JONT OR SCORE MRK. CURB FCE T T r 1 1 T T COLD JONT (OR EQUL) LldHT BROOM FNSH R/W COLD JONT (OR TEQUL) -EXPNSON FELT PPER PLN VEW BCK OF SDEWLK sn T r 1 STRGHT CUT N EXSTNG CURB 7 FRONT OF SDEWLK Z T 1 FLOW LNE GUTTER 36 W SEE BELOW* 36 5 MN. T ELEVTON VRBLE 5 MN. CURB CCESSBLE SDEWLK LNE 2% 2% MX R/W * 2 TOP OF CURB «6 1 V 6" SECTON - DRVEWY WDTH (W) * 26 MX. FOR 3-CR GRGE GENERL NOTES: F MN. OF 25 OF FULL HEGHT CURB VLBLE BETWEEN DRVEWYS. 1. LL CONCRETE N DRVEWY PPROCH S CLSS 520-C * 20 MX. FOR TWO CR GRGE. 2. LL CONCRETE S 6 THCK, NCLUDNG SDEWLK. *10 MNMUM. P.W. DRECTOR/CTY ENGNEER REV80N8 BY MRK R/W CURB FCE DRVEWY PPROCH (RESDENTL- PROPERTY UNE) SDEWLK CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. SC-212 SHT1 OF1

34 T 2 UJ m C/) 2 (/) LxJ n o < R/W cpv SCORE LNES * _>! cp' TOP OF CURB BEGN CURB-ÿ RETURN > VRBLE LGHT BROOM WEKENED PLNE SCORE LNES FNSH 3 10 MN. PLN VEW R/W K5' 5 SDEWLK TOP OF CURB FLOW LNE GUTTER E CURB FCE- SEE STD. NO. S 107 DRVEWY- r 1 T PROPERTY LNE 3 W' 3 10 * SEE BELOW MN. ELEVTON R/W 3 GENERL NOTES: VRBLE VRBLE SLOPE 2% MX CURB LNE 1 8 3L 1. LL DRVEWY PPROCH SHLL BE CLSS 520-C-2500 CONCRETE. 2. LL CONCRETE N DRVNG RE S 8 THCK. 3. F EXSTNG SDEWLK N BCK OF DRVE PPROCH S LESS THN 6, T SHLL BE REPLCED WTH 8. 8 L 2 SECTON - DRVEWY WDTH ( N) * 13 MN. ONE WY ENTRNCE. * 20 MN. TWO WY ENTRNCE. * 36 MXMUM OF FULL HEGHT CURB SHLL BE PROVDED BETWEEN LL PPROCHES ON SME PROPERTY. /] P.W. DRECTOR/CTY ENGNEER REV80N8 BY MRK DRVEWY PPROCH (COMMERCL) CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. SC-213 SHT1 OF1

35 co ee LU 3 *1 VRES- W (SEE TBLE 1) VRES 5 0 CF 0 CF. 5 MN. MN. R/W THK. P.C.C. SDEWLK (7YP.) MN. to 8 THK. CONCRETE ECR R=(SEE TBLE 1)/ z EDGE OF GUTTER FLOW LNE GENERL NOTES: BCR CURB HEGHT VRES (8 TO 0 TYP.) S SHOWN ON PLN DETECTBLE WRNNG SURFCE (TYP.) DRVEWY WDTH TYPE W R WDTH OF DRVEWY SHLL BE NCRESED TO CCOMMO TRUCK TURNNG PTH. TYPE THE CURB RETURN RDUS ND/ OR MX. 2. SEE DRVEWY SPCNG STNDRD NO. S-107 FOR DRVEWY LOCTONS. 3. CONCRETE SHLL BE CLSS 520-C TYPE 2 TYPE 3 TBLE 1 (\N) L SEE PROJECT PLN 12 4 THK. C ON 6 B OR 8 THK. P.C.C. S SHOWN ON PU\N 8 THK. CONCRETE S SHOWN ON PLN 20 MN. 4 8 MN. VR.-12% MX. 2% M> PPROCH SECTON - ~- 1% MX. : ' Wl!ÿ!! UK HMlll REVSONS BY MRK DRVEWY WTH CURB RETURNS CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO.SC-214 SHT1OF1

36 SKEW NGLE, a 4 2% CURB SKEW NGLE a=45* OFFSET b=0 UNLESS OTHERWSE NOTED. CURB FCE NOTE 2 SHEET 12 \ >- Oj & <8 \ \ 7VN0TE 8 SHEET 12, CJ o, &? ro ( O 00 ffl. 111 & 'F } l 'o MOC o O' OFFSET, b CSE C DOPTED FROM STNDRD PLNS FOR PUBLC WORKS CONSTRUCTON PPROVE P.W. DRECTOR/CTY ENGNEER CURB RMP REV80N8 BY MRK CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. SC-215 SHT 5OF12

37 1/4 12 T 11 -HM/4 GROOVNG DETL L_ o o Q o z < < m PVED / SURFCE CONSTRUCT FENCE OR HNDRL PER CONTRCT PLNS RETNNG CURB DETL "* M 6" \ PVED SURFCE PTTERN 0.90 SNGLE "TRUNCTED DOME 2.35 ± x 1 DETECTBLE WRNNG DETL GRDED SLOPE 2:1 MX. RETNNG CURB DETL!C! 6" M \ DETL "D* T UNPVED SURFCE. UNPVED / SURFCE BBSM GENERL NOTES: DETL *B' 1. CONCRETE SHLL BE CLSS 520-C-2500 (310-C-17) CONFORMNG TO SSPWC ND SHLL BE 4 THCK. 2. THE RMP SHLL HVE 12 WDE BORDER WTH 1/4 GROOVES PPROXMTELY 3/4 OC. SEE GROOVNG DETL. 3. THE RMP SURFCE SHLL HVE TRNSVERSE BROOMED SURFCE TEXTURE CONFORMNG TO SSPWC USE DETL OR B F EXSTNG SURFCE BEHND LNDNG S PVED. 5. USE DETL C OR D F EXSTNG SURFCE BEHND LNDNG S UNPVED. 6. R=3 UNLESS OTHERWSE SHOWN ON PLN. 7. NGLE = /2 UNLESS OTHERWSE SHOWN ON PLN. 8. CONSTRUCT DETECTBLE WRNNG SURFCE PER DETL THS SHEET. MTERLS SHLL BE PER CONTRCT DOCUMENTS. DOPTED FROM STNDRD PLNS FOR PUBLC WORKS CONSTRUCTON P.W. DtRECTORCfTYENGMEER CURB RMP REVSONS BY MRK PPROVHJ CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. SC-215 SHT120F12

38 PRKWY EXSTNG RODWY SEE NOTE 6 SHEET 12 R Y SEE TBLE 1 ROUNDED EDGE 'O ' -- 4' 3 MN. TOP OF RMP 2% MX. CURB ND GUTTER PER SC-200 SECTON - USE FGURE 1 TO DETERMNE WHCH OF SECTONS -, B-B, OR C-C S PPROPRTE. SHEET 10 EXSTNG RODWY SEE NOTE 6 SHEET 12 R Y ROUNDED EDGE PRKWY 4 TOP OF RMP/ 2% MX. CURB ND GUTTER PER SC-200 DEPRESS BCK OF WLK SEE DETL, B, C, OR D, SHEET 12. SECTON B-B EXSTNG RODWY SEE NOTE 6 SHEET 12 R PRKWY Y 2% MX. CURB ND GUTTER PER SC-200 DEPRESS BCK OF WLK SEE DETL, B, C, OR D, SHEET 12. SECTON C-C DOPTED FROM STNDRD PLNS FOR PUBLC WORKS CONSTRUCTON P.W. DRECTOR/CTY ENGNEER CURB RMP REV80N8 BY MRK CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. SC-215 SHT8OF12

39 Z 4' Z t <?. &% <7 DEPRESS BCK OF WLK \ % PCC SDEWLK SECTON R-R Z 4 Z OR LESS, z OR LESS 4 Z DEPRESS BCK OF WLK ' *."bls 2 % <6)2 a* SECTON S-S PCC SDEWLK DOPTED FROM STNDRD PLNS FOR PUBLC WORKS CONSTRUCTON f ]/l4y. fastfo* f P.W. DRECTOR/CTY ENGNEER CURB RMP REV80N8 BY MRK CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. SC-215 SHT 9 OF12

40 PRKWY WDTH 4 MN.5 6' 7' * Ld O < 4 SECTON -. L_ CD 5 Q: CJ =} 6 o z 7" O d m: 8 F \ < O Ld SECT ON B-B Ct 9 CO -CLCULTE Z DMENSON' o PER FORMUL BELOW Z OR MORE LNDNG= 4 31 FGURE 1-SECTON USGE NORML CURB FCE X SEE SHEET 11 FOR STREET SLOPE DJUSTMENT FCTORS, LL STREETS TBLE 1- X ND Y VLUES TBLE 1 REFERENCE FORMULS: X = CF / 8.333% Y = CF / (8.333% - 2% WLK SECTON Y-Y WHERE FGURE 1 SHOWS USE OF SECTON B-B, Y FGURE Z DMENSON S FOLLOWS: W = PRKWY WDTH L = LNDNG WDTH, 4 TYP., 3 MN. CROSS SLOPE) Z = [(Y + L) - W] X F (Y + L) < W, THEN Z = 0 TBLE 1 SHOWS X FOR FLRE SLOPE OF 8.33% T THE CURB FCE. F L S 4 OR MORE, X MY BE MULTPLED BY FOR MXMUM FLRE SLOPE OF 10% T THE CURB FCE. DOPTED FROM STNDRD PLNS FOR PUBLC WORKS CONSTRUCTON * P.W. DtRECTOR/CTY ENGNEER REV80N8 BY MRK CURB RMP CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. SC-215 SHT10OF12

41 4 3 MN. Z. DOWN Z. UP T CURB GRDE BREK ro fo oo T 4 CURB GUTTER SLOPE, S X. DOWN 4' X. UP TYPCL CURB RMP CURB FCE X. DOWN X. UP BCK OF WLK S SECTON T-T SLOPED STREET GUTTER FOR SLOPED STREETS, MULTPLY THE DMENSONS PRLLEL TO THE STREET, X ND Z, UPSTREM ND DOWNSTREM OF THE RMP, BY THE FCTORS N THE FOLLOWNG TBLE. FOR EXMPLE, X. DOWN = X x K. DOWN S K. DOWN K. UP 0% % % % % % % % TBLE 2 REFERENCE FORMULS: TBLE 2 - SLOPE DJUSTMENTS K. DOWN = 8.333% K. UP = 8.333% / / (8.333% + S) (8.333% - S) STREET SLOPE DJUSTMENTS DOPTED FROM STNDRD PLNS FOR PUBLC WORKS CONSTRUCTON P.W. DRECTOR/CTY ENGNEER FLOW LNE CURB RMP REV80N8 BY MRK CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. SC-215 SHT110F12

42 4 TRNSTON 3 MN. 4:1 SHEET 12 OF 12 x 4 N2 (3 MN.) 3 MN. SSx, K)<: cofejj -NOTE 2 NOTE 8' >- < < 2 5 oc < 8.33%' CL CL MX. CURB FCE X 4 X SEE FGURE 1 ND TBLE 1 CURB SHEET 10 OF 12 FOR X ND Z VLUES ÿj sjg TYPE 1 OR zbÿ 4 3 MN. >- X R 6? CM X < V < a 8«> GRDE BREK oc NOTE 2 < CL M x Q. SJBjghO*! BSpS ro <. NOTE %' MX. R CURB FCE CURB X 4 OR B-«J g X < SEE FGURE 1 SHEET 8 OF 12 X SEE FGURE 1 ND TBLE 1 SHEET 10 OF 12 FOR X ND Z VLUES TYPE 2 CSE DOPTED FROM STNDRD PLNS FOR PUBLC WORKS CONSTRUCTON Ml!ÿ!! UK M CURB RMP REVMONS BY MRK CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO.SC-215 SHT1OF12

43 R z=x c z=x R >- < z 51 < 8 co Q. NOTE 2 Q. SHEET 12 X X X «m NOTE 8 SHEET 12 S % 8.33% CURB FCE X 4 X CURB c J «m x < TYPE 1 2% MX. /V BCR < 5 < z 51 < Q. 8 CL /u G all *V * NOTE 2 SHEET 12 CURB FCE NOTE 8 SHEET 12 CURB +y TYPE 2 CSE B DOPTED FROM STNDRD PLNS FOR PUBLC WORKS CONSTRUCTON G /> -K Jr* f ]/l4y. Y CURB RMP P.W. DRECTOR/CTY ENGNEER 65- REV80N8 BY MRK CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. SC-215 SHT 4 OF12

44 < 5 o m SEE DETL ". B, C OR o CL t J x NOTE 2 c< SHEET % 5% >- < MX. 5 NOTE 8 QC SHEET 12 < y Q. PLNTNG RE D REGRDE p ) MNjj CURB FCE CURB Y X=4 F DJCENT TO PLNTNG RE, OTHERWSE SEE TBLE 1. SHEET 10 TYPE 1 Y SEE DETL, B, C OR D 3 MN. t V NOTE 2 SHEET % 5% 4 >- 3 MN. 5 < <2 5=1 x MX. < 1 C\l CC,2 < o *CO NOTE 8 CL CL SHEET 12. CURB FCE CURB -k \0 TYPE 2 CSE D DOPTED FROM STNDRD PLNS FOR PUBLC WORKS CONSTRUCTON /1/ P.W. DRECTOR/CTY ENGNEER CURB RMP REV80N8 BY MRK CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. SC-215 SHT 6 OF12

45 CD PRKWY S 2% MX. GO CL GRDE- C BRKE O O N X < 4 3 MN. 2 O S Z OR ~O Z. LESS CL J OR Bn 5% r t4 [ X MX. MN JOTE 5 \SHEET 12. * g < PLNTNG!! RE 2% ll m 1 S MX. CURB 4 X CURB FCE 7 * x X=4 WHEN X O M DJCENT TO 6? o< 11 o l > MRKED 2 SHEET 12 PLNTNG RE OR B 2% 5% MX. Z OR MX. LESS TYPE 1 8» S u Z=X V x / «lx *E < CL NOTE 8 MN. 'SHEET 1 -' CURB CURB FCE X 4' c-«m MRKED- CROSSWLK CSE E TYPE 2 DOPTED FROM STNDRD PLNS FOR PUBLC WORKS CONSTRUCTON P.W. DRECTOR/OTY ENGNEER REV80N8 BY MRK X X O GRDE BREK CURB RMP MRKED CROSSWLK CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. SC-215 SHT 7 OF12

46 PRKWY 2% MX. GRDE BREK BCR >- < 5 * tn < 0- K 3 x < 2 3s 2 o n 0- PLNTNG RE V *V NOTE 8- SHEET 12 y."bls S' «B8s -V, CURB CURB FCE 9> PLNTNG RE S DJCENT TO THE CURB RMP, USE CSE (TYPE 6) TYPE 3 * > -v> NOTE 2 SHEET 12 && 'tot to V & PRKWY 2% MX. < z 51 o n CL \ NOTE 2 X V x >- < CN< 5 NOTE 8- QC < PLNTNG RE JSHEET 1 Ww, CURB CURB FCE +, CSE WHEN PLNTNG RE S DJCENT TO THE CURB RMP, USE CSE (TYPE 6) ft GRDE BREK BCR & -f /> <v. to f & to TYPE 4 DOPTED FROM STNDRD PLNS FOR PUBLC WORKS CONSTRUCTON /1/Usfa' Ml!ÿ!! UK M CURB RMP REVMONS BY MRK CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO.SC-215 SHT20F12

47 SDEWLK OR B z R 8.33% x 8.33% MX. MX. >- 2 x S5< 2 nbnr BREK NOTE 2 NOTE 8/SHEET 12 < SHEET 12 njxj PLNTNG RE PLNTNG RE m CURB FCE L 4 J- 4 4" 4 z CURB OR B x SEE FGURE 1 SHEET 8 81 TYPE 5 PRKWY Ol- NOTE 2 SHHET 12 9? N 2% MX. 3, S ac o F 1 / 7 R O* 2 BCR SDEWLK 57' 7; F PLNTNG RE S NOT DJCENT TO ONE FLRE, USE X" PER TBLE 2 FOR THT FLRE PLNTNG RE NOTE 8 SHEET 12' k # 4r 7 CURB FCE CURB TYPE 6 CSE <e> DOPTED FROM STNDRD PLNS FOR PUBUC WORKS CONSTRUCTON f ]/l4y.{fa/bb* Y P.W. DRECTOR/CTY ENGNEER CURB RMP REV80N8 BY MRK CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. SC-215 SHT 3OF12

48 2 r BCR ECR T 2 o CURB LNE Ld WEKENED PLNE JONT 3* 3* FLOW LNE- a: o m COLD JONT- CROSS GUTTER 2 T FLLET V FLLET GUTTER WEKENED PLNE JONT FLLET - 8 THCK * PLN VEW WEKENED PLNE JONT SEE DOWEL DETL BROOM FNSH 1/2" RD.-ÿ 8 STEEL TROWEL FNSH 9 9 SLOPE 4% MX. G 8 18" 9" 9" 18 -COLD JONT m m 1 5/8 D. SOLD STEEL DOWEL 6 18" LONG - 18 O.C. 1 SECTON - CROSS GUTTER DOWEL DETL < NOTES: (?) COT 1/2 THE LENGTH OF DOWELS WTH GRESE TO PROVDE SLPPGE. (5) 1/2 EXPNSON JONT T BEGNNNG ND END OF CURB RETURN, PER STNDRD NO. SC-209. NOTES: 1. LL CONCRETE SHLL BE CLSS 520-C /]/JÿUÿ P.W. DRECTOR/CTY ENGNEER CROSS GUTTER ND FLLET REV80N8 BY MRK CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. SC-216 SHT1 OF1

49 J BCR JL JL ECR B n CL O LU 4-#5@18 O.C. C 3L CD o 3 " K M. 3=4 3 -f - PLN VEW SEE SHEET NO. 2 FOR PPLCTONS MX VRBLE- 6 MX- 1/2 PER 1 -y /~1/2 PER 1* _ 18--, f;- j EH J BSE D-/ 6 MN.- SE MTERL WHEN REQURE, /~_ V: 7T u'/// - /j y 1 /» v /V > x- *) 77~7 6 MN. Ve SECTON - \rq" BSE _ NORML WDTH r3/4 ~ v * <V? X.. ' -GUTTER--VRBLEHp MN.NORML GUTTER- r- WDTH / ; 8"n l- ssrfl 7. 2" BSE MTERL 8 J 1 WHEN REQURED-' 6 J MN NORML GUTTER WDTH SECTON B-B SECTON C-C GENERL NOTES: 1. DMENSONS TO BE DESGNED ND SHOWN ON PLNS. 2. LL CONCRETE SHLL BE CLSS 520-C-2500 /l/kj*' U* P.W. DRECTOR/CTY ENGNEER REV80N8 BY MRK SPECL CROSS GUTTER STEEP NTERSECTON GRDES CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. SC-217 SHT1 OF 2

50 L=KG/G3 K<1 4-- Or 1 4* 14 J_ \ 11! t L 4-: ? 8 o *9 <b 4> 4-: 7 6 X 5 4-: x X / 4 X ~\ 4-: TO BE USED WTH SHEET NO s> 2 z X T4ÿ \0x X X / X x_ X X * X ffe X4XX G2 % X X X //]4/xxÿ1 T P.W. DRECTOR/CTY ENGNEER REV80N8 BY MRK SPECL CROSS GUTTER STEEP NTERSECTON GRDES CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO.SC-217 SHT 2 OF2

51 P/L -VRBLĒ LLEY PER STD. NO. S-101 P/L 2 on o LU BCR B 2 ECR COLD JONT' 3 & % t 1/ CURB 2 LNE FLLET SLOPE 1/2 PER FOOT FLLET-8 THCK CROsl CURB GUTTER \ LNE =ÿ*r 3' FLCW LNE * + FLLET GUTTER PLN VEW SEE DOWEL DETL CROSS GUTTER Sc FLLET PER STNDRD NO. SC-216 f \ / 1/2 RD. t /--SLOPE 1/4 PER FT. TOP OF CURB /C PVEMENT 8 r 4 * m. - [ 1 f' 18 9" 9" <. V TYP7 COLD JONT 8. SECTON -. < 4 8 B & cr o m RD. m 1 -VRBLE LJT * /v * T 5/8 DMETER SOLD STEEL DOWEL 18 LONG - 18 O.C. NOTES: DOWEL DETL SECTON B-B (?) COT 1/2 THE LENGTH OF DOWELS WTH GRESE TO PROVDE SLPPGE. (?) 1/2 EXPNSON JONT T BEGNNNG ND END OF CURB RETURN, PER STNDRD NO. SC-209. (5) SEE STD. NO. SC-209; EXPNSON MTERL SHLL BE MNMUM OF 1/2 THCK. GENERL NOTES: 1. LL CONCRETE SHLL BE CLSS 520-C Lg VR. STEEL TROWEL FNSH 2. DOWELS NOT REQURED WHEN CONCRETE PLCED MONOLTHCLLY. /]/JÿUÿ P.W. DRECTOR/CTY ENGNEER LLEY NTERSECTON REV80N8 BY MRK CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. SC-218 SHT1 OF1

52 CURB FCE CURB ND GUTTER EDGE OF GUTTER z SEE SEE NOTE 1 SHEET 3 NOTE 3 W ON CMB- F < NOTE 3 (/) u C PVMT co L W/2 W/2 SEE NOTEÿ SHEET 3 o m C PVMT TYPCL BUS PD SEE NOTE 2 SHEET 3 SDEWLK CURB ND GUTTER l \SEE w SEE NOTE 3 SEE NOTE 1 SHEET 3 SHEET 3 NOTE 1 SHEET 3ÿ T- PCC 4 * * ) T-B CMB SEE NOTE 1 SHEET 3 SECTON - F7~.M SEE NOTE 4 l v. :\ l. L EXSTNG CURB ND GUTTER 4 * * 44 SHEET NO. 3 K? C. *4 V;'- T: PCC ;B; y C PVMT SECTON B-B SEE NOTE 2 SHEET 3 P.W. DRECTOR/CTY ENGNEER CONCRETE BUS PD REV80N8 BY MRK CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. SC-219 SHT1 OF 3

53 CURB ND GUTTER O» SEE NOTE 11 EXSTNG SDEWLK ' : *1 - ' -3-1/2 1 1/8 r1-1/4' * T.; *.r: f. -._ T4 t.- * Ml 3/4 S 4 PCC SEE NOTE 5 SHEET NO. 3 * 1/8 SECTON C-C SEE NOTE 2 SHEET 3 w EXSTNG GUTTER WDTH OR 2 CMB!ÿ; SEE NOTE 6.V\ SHEET 3 DEPTH OR 2 1 PCC EXSTNG GUTTER EXSTNG CURB 1 r K M: SEE NOTE 4 B: W 3-1/2 - SEE NOTE 7 SHEET 3 -.a ' 12 SECTON D-D SEE NOTE 2 SHEET3 JON EXSTNG C PVMT CMB * r.* *.- 4 v C PVMT *! «*. (C2-R-4000) PCC :T- -S- ÿ-1 '. ; PCC * 4. s.j. ;B ;B C PVMT 1 TO 8 BTTER CMB SECTON E-E SEE NOTE 3 SHEET 3 P.W. DRECTOR/CTY ENGNEER REV80N8 BY MRK CMB SECTON F-F SEE NOTE 3 SHEET 3 CONCRETE BUS PD CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO.SC-219 SHT 2 OF3

54 GENERL NOTES: 1. DMENSONS: (UNLESS OTHERWSE SHOWN) L=85* W=10* B=6 2. USE SECTON B-B FOR EXSTNG CURB ND GUTTER THT S TO REMN. USE SECTON C-C FOR NEW CURB ND GUTTER. USE SECTON D-D FOR EXSTNG CURB THT S TO REMN. 3. USE SECTON E-E FOR EXSTNG C PVEMENT. USE SECTON F-F FOR NEW C PVEMENT. 4. T LOCTONS WHERE PCC PVEMENT WLL BUT EXSTNG CONCRETE, N EPOXY BY THE CTY ENGNEER SHLL BE PPLED TO THE EXSTNG CONCRETE SURFCES PROR TO CONCRETE PLCEMENT. 5. F B + T S EQUL TO OR GRETER THN 12, CMB SHLL EXTEND UNDER NEW CURB ND GUTTER. 6. CONSTRUCT LONGTUDNL WEKENED PLNE JONT TO MTCH DJONNG EXSTNG GUTTER WDTH, OR 2 F NO DJONNG GUTTER EXSTS. 7. USE 2 X 4 HEDER TO FORM 3-1/2 STEP. TOP OF HEDER SHLL BE SET TO LNE ND GRDE. 8. LL EXPOSED PCC CORNERS SHLL BE ROUNDED WTH 1/2 RDUS. 9. SURFCE OF CONCRETE SHLL HVE ROUGH TRNSVERSE BROOM FNSH. 10. WHERE DESGNTED BY THE CTY ENGNEER, UNDESRBLE SUBGRDE MTERL SHLL BE REMOVED ND REPLCED WTH CMB. 11. WHERE NEW CURB ND GUTTER S CONSTRUCTED DJCENT TO EXSTNG SDEWLK, SDEWLK SHLL BE REMOVED ND REPLCED TO NEREST SCORELNE. 12. CONSTRUCT TRNSVERSE WEKENED PLNE JONTS N BUS PD PVEMENT T PPROXMTE 10 NTERVLS. 13. CONSTRUCT TRNSVERSE WEKENED PLNE JONTS N BUS PD PVEMENT T LL EXSTNG CURB/ CURB ND GUTTER CONSTRUCTON JONTS ND WEKENED PLNE JONTS. 14. T THE OPTON OF THE CTY ENGNEER, THE EXSTNG PVEMENT MY BE NETLY SWCUT ROUND THE DMENSONS OF THE BUS PD, ND CONCRETE POURED DRECTLY USNG THE EXSTNG PVEMENT S FORM. THE CONCRETE EDGES SHLL BE ROUNDED WTH 1/2 RDUS. 15. LL CONCRETE SHLL BE CLSS 560-C P.W. DRECTOR/CTY ENGNEER REV80N8 BY MRK CONCRETE BUS PD CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. SC-219 SHT 3OF 3

55 40 MN.- 60 MX MN.- 60 MX. 3 5 [3 LU r R=50 R=50 a z CO 5 -< CD O CURB R=50 R=50 TRNSTON TO EXSTNG mm m m TRNSTON SDEWLK R/W TO EXSTNG SDEWLK M 25 FR SDE MN. LOCTON -2% 3/8 LP \ v" \ vzzzzÿÿr CLSS BSE TO BE DETERMNED ON SOL CONDTON, COMPCT TO 95% RELTVE DENSTY. 2%.. l-/x SECTON - 4 P.C.C. 8" CURB PER CTY STNDRD RS * 3,000 PS P.C.C. PVEMENT, 9 DEEP WTHOUT RE-BR, OR 8 DEEP WTH #3 RE-BR T 18 ON CENTER BOTH WYS. NOTES: EXPNSON JONT ND WEKENED PLNE JONT PER STNDRD NO. SC-209. (D 10 W X 8 D RER DOOR WHEELCHR LODNG RE. (5) 5 W X 8 D FRONT DOOR WHEELCHR LODNG RE. BUS STOP SGN. CONCRETE BUS PD PER STNDRD NO. S-219. GENERL NOTES: TYPCL BUS BY LOCTON 0= 1. DRVEWYS SHOULD BE VODED WTHN TURNOUT/BUS ZONE. 2. DDTONL STREET LGHTNG MY BE REQURED S DETERMNED BY THE CTY ENGNEER MNMUM SDEWLK CLERNCE S REQURED FROM BENCH OR SHELTER. 4 LOCTON OF BUS TURNOUT SHLL BE BY CTY ENGNEER. P.W. DRECTOR/CTY ENGNEER REV80N8 BY MRK BUS STOP WTH TURNOUT CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. SC-220 SHT1 OF1

56 R/W 8 CURB FCE MN. CURB ND GUTTER 'ZZ////..ÿ C PVEMENT \ 4. * '/y/fj. 4 THCK SDEWLK 3b "y7 * SCHEDULE 80 PVC PPE 3 D. MX. 3 MX. D. n 1/2 FLOW LNE CURB FCE GENERL NOTES: 1. CURB SHLL BE CORED DRLLED BY LCENSED CONTRCTOR. 2. PPE SHLL BE MNMUM OF SCHEDULE 80 PVC PPE (3 D. MX.). 3. SLOPE OF PPE SHLL BE SLOPED 2% MNMUM. 4. RE BETWEEN PPE ND CURB CORE SHLL BE FLLED N WTH CONCRETE. 5. CURB CORES RE NOT LLOWED N CURB LESS THN 8 HGH. T P.W. DRECTOR/CTY ENGNEER REV80N8 BY MRK CURB CORE DRNGE CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. SC-221 SHT1 OF1

57 s % < J MO) C LMTED. USE _RE_. 2CURB LNE 3 \ X X x x X X X \ X N X \ R/W r X \ [V 3 - \ \ 4 s UNE OF SGHT (TYP.) \ 6 LMTED USE RE NOTE: NSDE CROSS WLK LNES NTERCEPT T MOC S OBJECT LEFT ND RGHT TURN OUT ND CROSS TRFFC SGHT DSTNCE MEDN X ' \\\ ' ' \\\ ' \ \V \ '. \\\\' R/W \ \ \ \ \ \ \ X \ \ \ \ x X \ X X X *> X,\ X X X X X X X X X \ X \ x X X X 'x X X X X X X X X X X X X X x RSED MEDN X X Z V/y, OBSTRUCTON OR CUTBCK M DST. PER HGHWY DESGN MNUL, FGURE NSDE LNE. EYE -4 z 10* LNE OF SGHT (TYP.) tz LMTED USE RE CURB LNE $ LEFT TURN N SGHT DSTNCE /l/l/ufa f w!ÿ!! mn 1 1 M REVSONS BY MRK NTERSECTON SGHT DSTNCE CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO.SC-222 SHT1OF3

58 CURB LNE E DRVEWY /SDEWLK -- t 2 CROSSWLKS 5 LMT LNE OR CROSSWLK 2 MOC 5 5 Jr* MEDN CURB 10' l CURB 3 3 R/W T LNE (FUTURE OR EXSTNG) LMT LNE OR CROSSWLK 1 PNTED CENTERLNE OR LEFT MEDN CURB/ETW DESGN SPEED OR 85TH PERCENTLE (MPH) (1) DESRBLE CORNER SGHT DSTNCE S (2) MNMUM SGHT DSTNCE (FT) S NOTES: 1. PONT OF MESUREMENT. = 2. FOR NTERSECTON CSES, SEE SHEET 3 FOR PPLCTON. 3. REFER TO SHEET 1 FOR LNE OF SGHT PPLCTON TO DSTNCE (S). 4. WHERE VEHCLES RE BCKNG NTO ON COMNG TRFFC, SHLL BE 13 VERSUS MOC - MDDLE OF CURB RETURN. (2) STOPPNG DSTNCE = MN. SGHT DSTNCE = S (1) CORNER SGHT DSTNCE = DESRBLE ' w!ÿ!! mn 1 1 M NTERSECTON SGHT DSTNCE REVSONS BY MRK CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO.SC-222 SHT20F3

59 GENERL NOTES: 1. THE DSTNCE S REPRESENTS THE NTERSECTON SGHT DSTNCE MESURED LONG THE CENTERLNE OF THE ROD. THE NTERSECTON SGHT DSTNCE S THE DSTNCE REQURED TO LLOW STOPPNG DSTNCE FOR THE DRVER ON THE CROSS ROD (OR LEFT TURN POCKET) TO SFELY CROSS THE MN RODWY OR TURN LEFT WHLE THE PPROCH VEHCLE TRVELS T THE SSUMED DESGN SPEED OF THE MN RODWY. 2. THE DSTNCE S SHOULD BE NCRESED BY 20% FROM THE MOUNT SHOWN ON THE STOPPNG DSTNCE TBLE ON SUSTNED DOWNGRDES STEEPER THN 3% ND LONGER THN ONE MLE. 3. PONTS ND RE THE LOCTONS OF DRVER S LNE OF SGHT (3.5 FOOT EYE HEGHT) TO ONCOMNG VEHCLES (4.25 FOOT OBJECT HEGHT) LOCTED T PONTS C ND C1 WHLE N VEHCLE T N NTERSECTON 5 FEET BCK FROM THE PROJECTON OF THE FRST CROSSWLK LNE LEDNG NTO THE NTERSECTON. N NO CSE SHLL PONTS ND BE LESS THN FFTEEN FEET FROM THE EDGE OF THE TRVELED WY. 4. THE DSTNCE Y S THE 3 DSTNCE MESURED FROM THE LEFT EDGE OF THE TRVELED WY TO THE LOCTON OF THE DRVER. 5. THE LMTED USE RE S DETERMNED BY THE GRPHCL METHOD USNG THE PPROPRTE DSTNCES GVEN N THE BOVE TBLE. T SHLL BE USED FOR THE PURPOSE OF PROHBTNG OR CLERNG OBSTRUCTONS N ORDER TO MNTN DEQUTE SGHT DSTNCE T NTERSECTONS. 6. THE LNE OF SGHT LNE SHLL BE SHOWN T NTERSECTONS ON LL LNDSCPNG PLNS, GRDNG PLNS, ND TENTTVE TRCT PLNS. N CSES, WHERE N NTERSECTON S LOCTED ON VERTCL CURVE, PROFLE OF THE LNE OF SGHT MY BE REQURED. THE LNDSCPE PLN SUBMTTED SHLL SHOW THE NME, LOCTON ND MTURE DMENSONS, PLOTTED TO SCLE OF LL THE PROPOSED TREES WTHN THE LMTED USE RE. 7. OBSTRUCTONS SUCH S BUS SHELTERS, WLLS OR LNDSCPNG WTHN THE LMTED USE RE WHCH COULD RESTRCT THE LNE OF SGHT SHLL NOT BE PERMTTED. DRVEWYS RE NOT PERMTTED WTHN NTERSECTON RE DUE TO SGHT DSTNCE RESTRCTON BY ENTERNG VEHCLES. a. b. PLNTS ND SHRUBS WTHN THE LMTED USE RE SHLL BE OF THE TYPE THT WLL GROW NO HGHER THN 30 BOVE THE TOP OF CURB ND SHLL BE MNTNED T HEGHT WHCH WLL SSURE THT THE 30 MXMUM HEGHT S NOT EXCEEDED BETWEEN MNTENNCE NTERVLS. MNTENNCE T LOWER HEGHT MY BE REQURED ON CREST VERTCL CURVES PER NOTE 6 BOVE. PROFLE DETL OF THE LNE OF SGHT MY BE REQURED TO VERFY 12 MNMUM VERTCL CLERNCE BOVE VRBLE HEGHT OBSTRUCTONS SUCH S SLOPE LNDSCPNG, PLNTS, SHRUBS ND WLLS. c. THE TOE OF SLOPE MY NOT ENCROCH NTO THE LMTED USE RE UNLESS THE REQUREMENTS OF (b) BOVE RE STSFED. d. N LEU OF PROVDNG PROFLE OF THE LNE OF SGHT PER NOTE 7.b. BOVE, THE TOE OF SLOPE SHLL NOT ENCROCH NTO THE LMTED USE RE, ND THE LMTED USE RE SHLL SLOPE 2% MXMUM BETWEEN THE LNE OF SGHT ND THE BCK OF SDEWLK. 8. NO PRKNG OF NY KND S TO BE LLOWED WTHN THE LMTED USE RE. 9. TREES RE GENERLLY NOT PERMTTED WTHN NY PORTON OF THE LMTED USE RE. EXCEPTONS RE LLOWED WHEN THE SPECES HS MTURE DMETER OF LESS THN 6 NCHES. 10. MEDN RES LESS THN FVE (5) FEET N WDTH SHLL NOT BE LNDSCPED. 11. NTERSECTON SGHT DSTNCE T RGHT NGLE NTERSECTONS S MESURED FROM THE DENTFED MESUREMENT PONT 1, N CCORDNCE WTH THE DGRMS ON SHEET WHERE RESTRCTVE CONDTON EXST, CORNER SGHT DSTNCE SHLL BE EQUL TO THE STOPPNG SGHT DSTNCE. ' w!ÿ!! mn 1 1 M NTERSECTON SGHT DSTNCE REVSONS BY MRK CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO.SC-222 SHT30F3

60 24-42 (6 ncrements) BOTH BLDES 1/2" [ 1/2" MN. BLUE MN. CTY LOGO RLTO* 2 T /4 HMN /4 STREET NME SGN NOTES: 1. SGN SHLL BE 6 3/4 EXTRUDED 6061 T6 LUMNUM LLOY BLDE; BLDE THCKNESS WTH 0.25 GUGE THCK STFFENER LONG TOP ND BOTTOM EDGES. 2. FNSH: ENGNEER GRDE RELECTVE BLUE SHEETNG PPLED ON NODZED SURFCE /2 ENGNEER GRDE RELECTVE WHTE STREET NME TEXT, 2 SUFFX ND BLOCK NUMBERS. HGHWY GOTHC C SERES. 4 3/4 COLOR SCREEN PRNT REFLECTVE CTY LOGO. FOR CONNECTON TO STREET LGHT POLES, USE HLL SGNS NC. #800 METRO WNG BRCKET WTH #BB7 BUCKLE BRCKET OR EQUL. STEEL BND ND HRDWRE MUST BE STNLESS STEEL. 6. CENTER CROSS SDDLE SHLL BE ONE PECE CST LUMNUM WTH DRLL THROUGH HOLES (HLL SGNS NC. SUPR-LOK PRUF 990X OR EQUL) FOR MOUNTNG SGN WTH 5/16 X 1 HEXCP BOLT. 7. ONE PECE 2 CST LUMNUM POST CP WTH FOUR (4) 5/16 STNLESS STEEL LLEN HED SET SCREWS ND DRLL THROUGH HOLES (HLL SGNS NC. SUPR-LOK PRUF 97SQX OR EQUL) FOR MOUNTNG SGN WTH 5/16 X 1 HEXCP BOLT. (FOR EXSTNG 2 ROUND STEEL POST CONNECTON USE HLL SGNS NC. SUPR-LOK PRUF #522X CP BRCKET OR EQUL). P.W. DRECTOR/CTY ENGNEER SGN POST NSTLLTON REV80N8 BY MRK CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. SC-223 SHT1 OF 3

61 2 MN.* 2 MN.* VRES 30 MN. STOP * 1 MN. WHERE LTERL CLERNCE S LMTED. 10 MN. WTH R-1 o CORE DRLL 7 MN. 4 6 T 1 T 30 8 MN. X. WRNNG ND REGULTORY SGNS <V <0 SEE NOTE 7 PGE 3 CURB ND GUTTER WTH CONCRETE 4r MN. 4 CLER POST 2 X 2 SQURE POST- UN-STRUT CORNER BOLTS OR 2 DRVE RVETS T RGHT NGLE N CENTER OF POST, PPROX. 1 FROM TOP OF NCHOR SLEEVE.- 4 ' MN SQURE STEEL NCHOR SLEEVE NON PERFORTED SMPLE SGN LOCTONS + STREET NME SGN SGNS TO BE PLCED T END OF CURB RETURN WHEN NO STOP SGNS RE USED. LOWER u8 MN. 4 6 T 30 STREET NME SGN SEE NOTE 7 PGE 3 RESDENTL NTERSECTON WTHOUT STOP SGNS VOLUME --+ LLJ 2 3 O > K CK x /H t PLN VEW SEE GENERL NOTES ON SHEET 3 OF 3 FOR THESE ND OTHER TYPES OF SGNS. P.W. DRECTOR/CTY ENGNEER REV80N8 BY MRK SGN POST NSTLLTON CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO.SC-223 SHT 2 OF3

62 GENERL NOTES: 1. SGN SHLL CONFORM TO STTE OF CLFORN SPECFCTONS, UNLESS OTHERWSE OR DRECTED BY THE CTY ENGNEER. WRNNG ND REGULTORY SGNS SHLL BE MNMUM 30 HGH ON LOCL RESDENTL STREETS. 2. NEW ND RELOCTED SGNS SHLL BE NSTLLED USNG STNDRD PERFORTED POSTS ND NON-PERFORTED NCHOR SLEEVES OR PPORVED EQULS. POSTS ND SLEEVES SHLL BE GLVNZED. 3. SGN POST SHLL BE 2 X 2 ND OF SUFFCENT LENGTH TO EXTEND FROM THE TOP OF THE SGN(S) TO MNMUM OF 8" NTO THE NCHOR SLEEVE ND PROVDE 7 OF CLERNCE BETWEEN FNSHED GRDE ND THE BOTTOM OF THE SGN(S). 4. NCHOR SLEEVES SHLL BE 2 1/4 X 2 1/4 X 30 LONG ND SHLL EXTEND 2 BOVE FNSHED GRDE FTER NSTLLED. COMPCTED SOL. NCHOR SLEEVE SHLL BE DRVEN NTO 5. POSTS SHLL BE TTCHED TO THE NCHOR SLEEVES USNG UN-STRUT CORNER BOLTS OR TWO UN-STRUT DRVE RVETS T RGHT NGLES TO ECH OTHER. 6. SGNS SHLL BE TTCHED TO POSTS USNG UN-STRUT DRVE RVETS OR OTHER CTY TECHNQUES. 7. LL (R 1) STOP SGNS SHLL BE MDE WTH VP GRDE REFLECTVE MTERL. STOP SGN LOCTONS SHLL CONFORM TO THE LTEST VERSON OF CLFORN MNUL ON UNFORM TRFFC CONTROL DEVCES (M.U.T.C.D.). P.W. DRECTOR/CTY ENGNEER REV80N8 BY MRK SGN POST NSTLLTON CTY OF RLTO, CLFORN PUBLC WORKS DEPRTMENT ENGNEERNG DVSON STNDRD NO. SC-223 SHT 3OF 3