Lr SCARIFIED AND COMPACTED

Transcription

1 'l 2% 2% /;;;;/)//////LL/////A////;// j_f-_-_-_-_. ==t: _-_-_r-_-_----=,.. m:,-;:ul:----;lh-w-w-w-11 f:;:;wjr---rt-t Wmmll \.lllmlllttt: [rr ffilllll LcG'JEURB 11 Lr SCARFED AND COMPACTED NATVE SOL SUBGRADE L-ASPHALT CONCRETE 95% COMPACTON SURFACE L CLASS 2 AGGREGATE BASE 95% COMPACTON TYPCAL STREET STRUCTURAL CROSS SECTON TRAFFC NDCES AND MNMUM PAVEMENT SECTONS ClASS OF STREET TRAFFC NDEX "R" VALUE MN. AC MN. AB MAJOR ARTERAL 9 5.5" 6" ARTERAL 8 5" 6" NDUSTRAL OR COMMERCAL COLLECTOR LOCAL COLLECTOR OR BOULEVARD 7 4.5" 6" 6 3" 6" LOCAL 5 2.5" 4" ALLEY 4 2" 4" NOTES: 1. ALL STREET STRUCTURAL PAVEMENT SECTONS SHALL BE BASED ON "R" VALUE TESTS & CHAPTER 6 OF THE HGHWAY DESGN MANUAL. 2. STREET STRUCTURAL PAVEMENT SECTON CALCUlATONS SHALL BE SUBMTTED TO & APPROVED BY CTY ENGNEER. 3. A SAFETY FACTOR OF.2 SHALL BE APPLED N PAVEMENT CALCUlATONS. 4. SOL TEST DATA USED N THE DESGN CALCULATONS SHALL BE FURNSHED BY A SOLS TESTNG LABORATORY REPORT TO BE SGNED AND SEALED BY A CA REGSTERED CVL ENGNEER. STREET STRUCTURAL SECTONS REVSONS: SEPT. 216 CTY OF REEDLEY ST-1

2 12 1' R' 1?' TRAVEL WAY 1?' TRAVEL WAY """" LNE '='fk1 -..,==.E-====::::::u 1 16 FT. R/W 11' MEioiAN '' 11' 1?' 1?' R' 1' TRAVEL WAY TRAVEL WAY SHOULDER -8, TURN LANE 12 TURN lane MAJOR ARTERAL STREETS 4 LANE DVDED f===::::::e_====== 12' 8' 1' SHOULDER 6'-'- r-... Fj, KkJ=============================2 =======trmr R/W- Fl 1' 8' 6' BKE SHOULDER lane - l--6". - il 1--R/W.. 11D 84' 12' 12' 6' 2-WAY TRAVEL WAY BKE r,- LEFT TURN lane 1-2;_ ARTERAL or COLLECTOR STREET W/2 WAY LEFT TURN LANE N CENTER 84' 8' 1' SHOULDER 6'-' r-1 R/Wr-R/W 1' SHOULDER 8' 6' BKE LANE 32' 13' 13' TRAVEL LANE AEDJAN _.:::"TRAVEL LANE 6"- r- S' -,-v,lir' P rlkl========='="====. : : 2=',4:":T:H:C=K=C=:=:C=.=E=O:G:E::::::::::::tt-..C"-fiPR NOTES: 32' 6' BKE LANE ON APPROVAL BY CTY ENGNEER COLLECTOR STREET TWO LANE DVDED 8' SHOULDER 1. 2" x 6" REDWOOD HEADERBOARD MAY BE REQURED WHERE FRACTONAL PORTON OF STREET S MPROVED. 2. STREET STRUCTURAL SECTONS SHALL BE BASED ON "R" VALUE TEST AND STANDARD PLAN ST A MNMUM CENTER LNE RADUS OF CURVATURE FOR MAJOR ARTERAL AND ARTERAL S 1, FEET, UNLESS OTHERWSE DRECTED BY THE CllY ENGNEER. 4. MEDAN SHALL BE lj\ndscaped AND RRGATON MPROVEMENTS NSTALLED. 5. THE NTERSECTON AREAS SHALL RECEVE SPECAL CONSDERATON AS TO "STREET RGHT OF WAY AND MPROVEMENT STANDARDS" (ORO. 2-5, ). 6. SDEWALK WDTH: RESDENTAL = 5', NDUSTRAL = 5' AND COMMERCAL = 9'-6". COLLECTOR & ARTERAL CROSS-SECTONS REVSONS: SEPT ' p R(W- CTY OF REEDLEY ST-2

3 R/W- 7' 18' 5' 5' 18' 7' 7' 11' 11' 7' SHOULDER TRAVEL LANE TRAVEL LANE SHOULDER?!._ R/W 2% 2% r;::.... r.-1' " -.,..:..., t. ' _,.. 6"- ;;.- LOCAL RES[lEAL STREET W/MONOUTHC SDEWALK c._: 5' 56' 1' 18' 18' 1' R/W [ 5' 5' 7' 11' 11' 7' 5' 5' PLANTER SHOULDER TRAVEL LANE TRAVEL LANE SHOULDER PLANTER STRP STRP 2%... -L 2% 1,:.j: -'...-.,:» - cj ;;.-., o. '. LOCAL RESDEtH!AL STREET W/fARKSTRP c._: R/W R/W- 1' 22' 64' 22' 1' 1' 12' 12' 1' SHOULDER TRAVEL LANE TRAVEL LANE SHOULDER 2: -1 1 y; 2% : -. 5' rj , 1>' _,.. 6"- ;;.- LOCAL NDUSTRAL STREE W /MONOLTHC SDEWALK c._: -- R/W NOTES: 1. A MNMUM CENTER LNE RADUS OF CURVATURE FOR LOCAL RESDENTAL STREETS S 175 FEET, FOR LOCAL NDUSTRAL STREET S 5 FEET, UNLESS OTHERWSE DRECTED BY THE CllY ENGNEER 2. MAXMUM BLOCK LENGTH FOR A LOCAL RESDENTAL STREET S 66 FEET. 3. 2" x 6" REDWOOD HEADERBOARDS AND 6" HGH A.C. DKE MAY BE REQURED WHERE FRACTONAL PORTON OF STREET S MPROVED. 4. STREET STRUCTURAL SECTON SHALL BE BASED ON "R" VALUE TESTS AND STANDARD PLAN ST-1. LOCAL STREET CROSS-SECTONS REVSONS: SEPT. 216 CTY OF REEDLEY ST-3

4 { / / r ALLEY R/W HEADER BOARD X ' 8' ALLEY APPROACH SEE STD. PLAN i 2D' ' 2' 2' 2' s:::er LNE7 \... \'>;.L-G---1: ; t- EXPANSON JONTS=- '--EXPANSON JONTS / - ALLEY R HEADER BOARD ' WEAKENED PLANE JONTS f- f- 1' 1' ALLEY '-'' = R/W - SEE ENLARGED) DETAL ABOVE 3' 2% +:. 1.5" '\ ALLEY R/W 2" X 4" REDWOOD HEADER, SEE ST-7 3 #4 REBAR, CONTNUOUS, 15" D.C. 1' 6" THJi.:LO'ii - V - SECTON CROSS-SECTON X-X "- 4" AGGREGATE BASE 1' 2" X 4" REDWOOD HEADER, SEE ST-7 6" SCARFED AND 95% COMPACTED NATVE SOL BASE MATERAL CROWN SECTON 2" ASPHALT CONCRETE SURFACNG 2" X 4" REDWOOD HEADER, SEE ST-7 1. ALLEY STRUCTURAL SECTONS SHOWN ARE MNMUM, MAY VARY DEPENDNG ON "R" VALUE TESTS & STD. PLAN ST CROWN SECTON ALLOWED ONLY WTH SPECAL APPROVAL FROM THE CTY ENGNEER. 3. ALL CONCRETE USED N VALLEY GUTTER SHALL BE 4 PS. 4. REBAR SHALL HAVE A MNMUM OF 2" CLEAR COVERAGE. 5. REBAR SHALL BE DEFORMED STEEL BARS AND SHALL BE GRADED 4 MNMUM, FREE OF RUST OR DRT AND SHALL BE THOROUGHLY CLEANED BEFORE PLACEMENT. ALLEY CROSS SECTONS & PLAN REVSONS: SEPT. 2D16 CTY OF REEDLEY ST --4

5 "NO PARKNG" SGNS SHALL BE POSTED ON THE 1/2 OF FULL WDTH MPROVED ROADWAY PARTAL WDTH SDE R/W--f (MEDAN_NOTSHOWN) t x_" f- 24'MN --t---r/w f--- CROWN LNE _ '-ty _.:::%---L---===:==--==2%:: ::::._tii1'-' / /\MAX.2:1.Jr " v AC OVEJ AB HEADER BOARD W/ 2"x4"x18" WOODEN STAKES AT 4'.C. PER CTY STD. ST-7 AC SWALE OR AC DKE DRANAGE TO BE APPROVED BY CTY ENGNEER SECTON STREET LOCAL COLLECTOR ARTERAL "X" 11.5' 14' 16' NOTES: 1. THE PARTAL WDTH STREET S ONLY PERMTED ON A FRONTAGE WHERE THE DEVELOPER DOES NOT HAVE OWNERSHP OR CONTROL OF THE RGHT-OF-WAY FOR A FULL WDTH STREET MPROVEMENT. 2. SHOULDER PAVEMENT TREATMENT PM1 AS REQURED PER SJVAPCO, RULE STREET STRUCTURAL SECTON SHALL BE BASED ON "R" VALUE TESTS AND STANDARD PLAN ST-1. PARTAL WDTH STREET REVSONS: SEPT. 216 CTY OF REEDLEY ST--5

6 6" O.G. COMPACTED TO 95% RELATVE DENSTY ASPHALT CONCRETE NOTES: 1. AS REQURED BY THE CTY ENGNEER FOR CRCULATON. 2. PAVEMENT SECTON MAY BE REQURED TO BE FULL DEPTH DESGNED SECTON F N ALGNMENT WTH A FUTURE STREET. 3. A SECONDARY ACCESS EASEMENT OR STREET RGHT-OF-WAY DEDCATON S REQURED. 4. SHOULDER PAVEMENT TREATMENT PM1 AS REQURED PER SJVAPCD RULE 861. SECONDARY ACCESS ROAD -2% 6" O.G. COMPACTED TO 95% RELATVE DENSTY ASPHALT CONCRETE OR 4" A.B. OR DECOMPOSED GRANTE OR A.C. SHAVNGS OR APPROVED EQUAL. NOTES: 1. AS REQURED BY THE CTY OF REEDLEY FRE DEPARTMENT & CTY ENGNEER FOR SECONDARY ACCESSES. 2. FOR EMERGENCY ACCESS, BARRCADES MAY BE REQURED TO RESTRCT ACCESS PER CTY STD PLAN ST AN EMERGENCY/MANTENANCE ACCESS EASEMENT DEDCATON S REQURED. MANTENANCE & EMERGENCY ACCESS ROAD SECONDARY & EMERGENCY/ MANTENANCE ACCESS ROADS REVSONS: SEPT. 216 CTY OF REEDLEY ST-6

7 CURB, GUTER & SDEWALK--c- ASPHALT CONCRETE X18" STAKES * 2" X 4" LOCAL STREETS & ALLEYS 2" X 6" COLLECTOR & ARTERAL NOTES: 1. HEADER BOARD TO BE NSTALLED AT EDGES OF PAVEMENT EXCEPT WHERE JONNG EXSTNG PAVEMENT. 2. HEADER BOARD TO BE NSTALLED TO FNSHED GRADE PROR TO PAVNG. 3. BACKFLL BEHND HEADER BOARD PROR TO STREET CONSTRUCTON. 4. HEADER BOARD SHALL BE REDWOOD OR PRESSURE-TREATED DOUGLAS FR. 5. 2" X 4" X 18" STAKES SHALL BE REDWOOD OR PRESSURE-TREATED DOUGLAS FR. STREET HEADER BOARD REVSONS: SEPT. 2D16 CTY OF REEDLEY ST-7

8 24" MEDUM BROOM r-fnsh ON WALK 5'min. SDEWALK WDTH PER PLANS 6" 2" --=-.----t--t---1/2" RADUS , CURB AND 24" GUTER 2%MAX 1..., 1 2% MN. SLOPE- VOLUME C.F./FT. D.D572 C.Y./FT. CURB AND 18" GUTER VOLUME C.F./FT. O.D479 C.Y./FT. j---- EXPANSON JONT WEAKENED PLANE JONT f---expanson JONT SECTON A-A.. LGHT BROOM FNSH. 'oo ' % O" '»,;. f----- A, ;.., ««<«< ::-('/ EXPANSinN JONT 2D' MAX. SPACNG SDEWA K) 5' r CURB Y));>/))/))/))/ )\)7> % RELATVE COMPACTON BENEATH CURB & GUTER TO DEPTH OF 6" MN. A BACK OF SDEWALK j SCRBE- LNE SCRBE LNE WEAKENED - PLANE JONT -' Uj f- > Uj (]_ "" X L f/ 1. - FACE OF CURB 1' GUTER EXPANSON JONT 4D' MAX. SPACNG (GUTER) MAX * " GUTER TO BE NSTALLED WHERE SMLAR EXSTS OR AS DRECTED BY THE CTY ENGNEER. 2. THE MAXMUM SPACNG FOR EXPANSON JONTS FOR CURB AND GUTER S 4 FT. 3. WEAKENED PLANE JONTS SHALL BE PLACED AT A SPACNG OF 1 D FT. FOR CURB, GUTER & SDEWALK. 4. THE MAXMUM SPACNG FOR EXPANSON JONTS N SDEWALK S 2D FT. 5. ALL CONCRETE USED N SDEWALK, CURB & GUTER SHALL BE 4DDD PS. 6. GUTER FLOW SLOPE D.2% MN. 7. SDEWALK WDTH: RESDENTAL 5', NDUSTRAL 5' AND COMMERCAL 9'-6". B. STAMP CURB FACE AT SEWER & WATER LATERAL HOUSE BRANCH LOCATONS PER CTY SPECFCATONS. CURB, GUTTER AND SDEWALK REVSONS: SEPT. 2D16 CTY OF REEDLEY ST-8

9 R/W 1' 24" 5' 4' 6" 6" 2" SDEWALK PLANTER STRP!----'- 4" MN.---, SEE NOTE 6.. 1/2" RADUS _JEOUM BROOM NSH ON WALK LGHT -. BROOM _ FNSH _ SDEWALK gton BENEAiH A DEPTH OF ' 4... N. 6.25% _ CONCRETE GUTTER VOLUMES:.., - -. *. -- '.. <6'.. '4,f. - CURB AND 24" GUTTER VOLUME = C.F./FT. a. 4 "..? 7": ;- =.572 C.Y./FT... - % MAX., 1 1. _/2% MN. SLOP... ' r... < '. j ' % COMP. -. : - _. :.. '. J «.t,,'(,,'c". ' SECTON A-A /(/ «" /_,.( :; EXPANSON JONT 2' MAX. SPACNG r A cback OF SDEWALK r6" & R/W j - A AV 1- 'N f--- EXANSON BE_/ 7Cc BE sc i5 ;l JOhNT Ll LN > <i iii v EXPA SON <f> WE KEN ED iii 'N JONT NE it X A T -j 95% RELATVE COMPACTON BENEATH CURB & GUTTER TO DEPTH OF 6H - AV - D. v L6.. ii : 1- :'5 D. ;, l6.. NOTES: A hv ' A v A v GUTER CURB 1 WEAKENED f---plane JONT A FACE OF CURB EXPANSON JONT 4' MAX. SPACNG PLAN 1' MAX. 1. THE MAXMUM SPACNG FOR EXPANSON JONTS FOR CURB AND GUTER S 4 FT. 2. WEAKENED PLANE JONTS SHALL BE PLACED AT A SPACNG OF 1 FT. FOR CURB, GUTER & SDEWALK. 3. THE MAXMUM SPACNG FOR EXPANSON JONTS N SDEWALK S 2 FT. 4. STAMP CURB FACE AT SEWER & WATER LATERAL HOUSE BRANCH LOCATONS PER CTY SPECFCATONS. 5. ALL CONCRETE USED N SDEWALK, CURB & GUTER SHALL BE 4DO PS. 6. AREA BETWEEN CURB & SDEWALK SHALL BE FLLED TO 1" BELOW TOP OF CURB W/CLEAN TOPSOL, FREE OF DEBRS. 7. SDEWALK WDTH: RESDENTAL 5', NDUSTRAL 5' AND COMMERCAL 9'-6". 8. GUTER FLOW SLOPE D.2% MN. REVSONS: SEPT. 216 CURB, GUTER AND SDEWALK WTH PLANTER STRP CTY OF REEDLEY ST-9

10 2".'to:.../' 12" L... ; '. BACE ' 1""""=--L WEAKENED PLANE JONT CROSS SECTON OF CURB.< d. (. il [TOOL EDGES /APPROVED PSTC STRP.d,. A.. ". " " ". ".. &,. ALTERNATE DESGN WEAKENED PLANE JONT STANDARD :r----.-curb.. FLL WTH 12" OF CLEAN 14" or 16".;. SQL & GRADE LEVEL TO 3 BELOW TOP OF CURB MEDAN SLAND CURB r-tool EDGES rpremolded EXPANSON / JONT FLLER 3/4" RADUS <!"..... :..,. :., i EXPANSON JONT 1.5" WEDGE CURB AND GUTTER 1 4 <l L '1/ i!. 1/3 d - F <l 4 1/4" 4. 1/2" RADUS **11" F N MEDAN **8" F N MEDAN 1/2" RADUS ROAD SURFACE CONSTRUCTON JONT MOUNTABLE CURB CONCRETE CONSTRUCTON DETALS REVSONS: SEPT. 216 CTY OF REEDLEY ST--1

11 6:1 OFFSET 4'MN. BACK OF CURB STREET FXTURE BACK OF CURB STREET FXTURE BACK OF SDEWALK i Uj GUTER GUTER SDEWALK PLAN WTH OBSTRUCTON/STREET FXTURE 3 TOTAL 1/2" x 16" SMOOTH STEEL DOWELS PRECAST MORTAR BLOCK PLACED UNDER REBAR(TYP) NEW CONCRETE 7 ---, NEW : 4 ' - :.,-:. _.-. _,.. CONCRETE _.'' :.: EXSTNG...:...C.: CONCRETE!!! i3 GREASE DOWEL ENDS BEFORE POURNG CONCRETE ffi 5 #4========F= lg; DRLL & EPOXY DOWELS 8" NTO EXSTNG CONCRETE EXSTNG CONCRETE CONCRETE FLATWORK (SECTON) PLAN CONCRETE CURB & GUTER SDEWALK OBSTRUCTONS AND CONCRETE COLD JONTS REVSONS: SEPT. 216 CTY OF REEDLEY ST-11

12 EXPANSON JONT FACE c. - X E D!...: N <i SEE ST -8 OR ST -9 FOR CURB, GUTTER & o SDEWALK STANDARD (f> L-E:XP.AN;ON JONT R/W f " Ui X 7' min % min. 2% max. / ( / APPROX. 3/4" ON CENTER Ui if: i:'i GROOVNG DETAL 1' SEE ST -8 OR ST -9 FOR CURB, GUTTER & SDEWALK STANDARD NOTES: 1. CONTRACTOR SHALL BE RESPONSBLE FOR MEETNG ALL CURRENT ADA GUDELNES " WDE BORDER WTH 1/4" DEPTH AND WDTH GROOVES APPROX. 3/4" O.C. SEE GROOVNG DETAL ABOVE. FLUSH, NO LP 3. MEDUM BROOM-FNSH WTHN RAMP AREA. 5% max. 7'MN. 8.3% -rnax. 5'-o" 1.5%min. 2'%m"ax. 4. DETECTABLE WARNNG SURFACE REQURED FULL WDTH & 3' DEPTH OF RAMP PER ST RAMP THCKNESS SHALL BE 6". 6. GUTTER PAN TO BE FLATTENED TO 5% N FRONT OF RAMP. 7. CONCRETE SHALL BE 4 PS. SECTON A-A 8. 6" O.G. COMPACTED TO 95% RELATVE COMPACTON. 12 FT. RADUS CURB RETURN WTH WHEELCHAR RAMP REVSONS: SEPT MEASUREMENT: RAMP NCLUDES LANDNG AREA OUT TO EXPANSON JONTS-SF, CURB & GUTTER-LF, SDEWALK-SF CTY OF REEDLEY ST-12

13 1--- EXPANSON JONT CURB FACE GUTER f i5 6" CURB 5'-o" / ;6" / Yi ' 1/4". v. - Q ':'.. APPROX. 3/4" ON CENTER..... : ":SJ R/W GROOVNG DETAL NOTES: 1. CONTRACTOR SHALL BE RESPONSBLE FOR MEETNG ALL CURRENT ADA GUDELNES. ""s:l."1>. 1' R/W 2. 12" WDE BORDER WTH 1/4" DEPTH AND WDTH GROOVES APPROX. 3/4" O.C. SEE GROOVNG DETAL ABOVE. 3. MEDUM BROOM-FNSH WTHN RAMP AREA. 4. DETECTABLE WARNNG SURFACE REQURED FULL WDTH & 3' DEPTH OF RAMP PER ST-17. FLUSH, NO LP 5. RAMP THCKNESS SHALL BE 6". 5% max. 7'MN. 8.3% -max.. 5'-" 2% -max.. 6. GUTER PAN TO BE FLATENED TO 5% N FRONT OF RAMP. 7. CONCRETE SHALL BE 4 PS. 8. 6" O.G. COMPACTED TO 95% RELATVE COMPACTON. SECTON A-A 2 FT. RADUS CURB RETURN WTH WHEELCHAR RAMP REVSONS: SEPT MEASUREMENT: RAMP NCLUDES LANDNG AREA OUT TO EXPANSON JONTS-SF, CURB & GUTER-LF, SDEWALK-SF 1. NTERSECTONS NVOLVNG RESDENTAL STREETS OTHER THAN KNUCKLE CURVES. CTY OF REEDLEY ST-13

14 6"MJN. Vi 11: [;) 5'-o" l_ APPROX. 3/4" ON CENTER ; \'.,i"<l... GROOVNG DErAL NOTES: 1. CONTRACTOR SHALL BE RESPONSBLE FOR MEETNG ALL CURRENT AOA GUDELNES. 1' FLUSH, NO LP. 7'MN. 5'MN. rr/w 8.3% 1 lmox. S%,:r======-m:a:x ::::::r:::::m:a:x ::J SECTON A-A 2. 12" WDE BORDER WTH 1/4" DEPTH AND WDTH GROOVES APPROX. 3/4" O.C. SEE GROOVNG DETAL ABOVE. 3. MEDUM BROOM-FNSH WTHN RAMP AREA. 4. DETECTABLE WARNNG SURFACE REQURED FULL WDTH & 3' DEPTH OF RAMP PER ST RAMP THCKNESS SHALL BE 6". 6. GUTTER PAN TO BE FLATTENED TO 5% N FRONT OF RAMP. 7. CONCRETE SHALL BE 4 PS. 8. 6" O.G. COMPACTED TO 95% RELATVE COMPACTON. 3 FT. RADUS CURB RETURN WTH WHEELCHAR RAMP REVSONS: SEPT MEASUREMENT: RAMP NCLUDES LANDNG AREA OUT TO EXPANSON JONTS-SF, CURB & GUTTER-LF, SDEWALK-SF CTY OF REEDLEY ST-14

15 3' EXPANSON JONT TAPER TO " 1% MAX. CROSS SLOPE 6" CURB FACE N " E 6" RETANNG CURB 1'* *ACTUAL LENGTH VARES NOTES: 1. CONTRACTOR SHALL BE RESPONSBLE FOR MEETNG ALL CURRENT ADA GUDELNES. 5% max. FLUSH, NO LP VARES* 8.3% -max. SECTON A-A 6 RETANNG CURBl 5'-o" 2% max. ' CORNER RAMP B " WDE BORDER WTH 1/4" DEPTH AND WDTH GROOVES APPROX. 3/4" O.C. SEE GROOVNG DETAL BELOW. 3. MEDUM BROOM-FNSH WTHN RAMP AREA. 4. DETECTABLE WARNNG SURFACE REQURED FULL WDTH & 3' DEPTH OF RAMP PER ST RAMP THCKNESS SHALL BE 6". 6. GUTER PAN TO BE FLATENED TO 5% N FRONT OF RAMP. 7. CONCRETE SHALL BE 4 PS. 8. 6" O.G. COMPACTED TO 95% RELATVE COMPACTON. 9. MEASUREMENT: RAMP NCLUDES LANDNG AREA OUT TO EXPANSON JONTS-SF, CURB & GUTER-LF, SDEWALK-SF "j x - r % max. N E 8% "X N oooooooooo oo 4 ooo oo oooooooooo "X N E 8.33% max. 8%min "j x "--' '?!: E 'in N iii EXPANSON JONT- FLUSH, NO LP 5'MN. 5%. 2% max. -max. SECTON B-B FLUSH, NO MODFED CURB RAMPS ONE-WAY CROSSNG LP_} 6" RETANNG CURB 5' B- MD-BLOCK RAMP REVSONS: SEPT. 216 *ACTUAL 6" CURB FACEJ 7'* LENGTH VARES EXPANSON JONT '.. ;..., APPROX. or :.... 'il.,...,.., GROOVNG DETAL CTY OF REEDLEY ST-15. '.

16 CROSSWALK EXPANSON JONT EXPANSON JONT 12' RADUS 5' X 5' MN. LANDNG-...-, NO GUTTER LP 8.33% -max. 6" RETANNG CURB t- >= => > C) iii (L X t- > iii (L X -2% 3r '" max. X U.. "" 5' 5' APPROX. 3/4" ON CENTER v " GROOVNG DETAL.. NOTES: 1. CONTRACTOR SHALL BE RESPONSBLE FOR MEETNG ALL CURRENT ADA GUDELNES " WDE BORDER WTH 1/4" DEPTH AND WDTH GROOVES APPROX. 3/4" D.C. SEE GROOVNG DETAL ABOVE. FLUSH, NO LP 5% 6" RETANNG CURB 5'-" 2% -max. SECTON A-A MODFED CURB RAMP TWO-WAY CROSSNG REVSONS: SEPT MEDUM BROOM-FNSH WTHN RAMP AREA. 4. DETECTABLE WARNNG SURFACE REQURED FULL WDTH & 3' DEPTH OF RAMP PER ST RAMP THCKNESS SHALL BE 6". 6. GUTTER PAN TO BE FLATTENED TO 5% N FRONT OF RAMP. 7. CONCRETE SHALL BE 4 PS. 8. 6" O.G. COMPACTED TO 95% RELATVE COMPACTON. 9. MEASUREMENT: RAMP NCLUDES LANDNG AREA OUT TO EXPANSON JONTS-SF, CURB & GUTTER-LF, SDEWALK-SF CTY OF REEDLEY ST-16

17 2.3" Min, 2.4" Max Center to Center spacing RASED TRUNCATED DOME PATERN (N-LNE) " Min...1. " g.47 Max..18" Min._ TOP Min..92" Max. BASE Dia. RASED TRUNCATED DOME DETECTABLE WARNNG SURFACE NOTES: 1) THE DETECTABLE WARNNG SHALL VSUALLY CONTRAST PER THE 213 CALFORNA BULDNG CODE. THE MATERAL USED SHALL BE AN NTEGRAL PART OF THE WALKNG SURFACE. THE COLOR SHALL BE YELLOW. 2) THE DOMES MAY BE CONSTRUCTED N A VARETY OF METHODS, NCLUDNG CAST -N-PLACE OR STAMPED OR T MAY BE PART OF A PREFABRCATED SURFACE TREATMENT. 3) ONLY APPROVED DSA/AC DETECTABLE WARNNG PRODUCTS AND DRECTONAL SURFACES SHALL BE NSTALLED AS PROVDED N THE CALFORNA CODE OF REGULATONS (CCR), TTLE 24, PART 1, ARTCLES 2, 3 AND 4. REFER TO CCR TTLE 24, PART 12, CHAPTER 12-11A AND 8 FOR BULDNG FACLTY ACCESS SPECFCATONS FOR PRODUCT APPROVAL FOR DETECTABLE WARNNG PRODUCTS AND DRECTONAL SURFACES. 4) DETECTABLE WARNNG PRODUCTS AND DETECTABLE SURFACES SHALL BE EVALUATED BY AN NDEPENDENT ENTTY, SELECTED BY THE DEPARTMENT OF GENERAL SERVCES, DVSON OF THE STATE ARCHTECT -ACCESS COMPLANCE FOR ALL OCCUPANCES, NCLUDNG TRANSPORTATON AND OTHER OUTDOOR ENVRONMENTS. SEE GOVERNMENT CODE SECTON ) CURB RAMPS SHALL HAVE A DETECTABLE WARNNG SURFACE THAT EXTENDS THE FULL WDTH AND 3' -" DEPTH OF THE RAMP. DETECTABLE WARNNG SURFACE REVSONS: SEPT. 216 CTY OF REEDLEY ST-17

18 b - R/W EXPANSON JONT(TYP)- S " Ui io g' MNMUM - 16' MAXMUM (*) DRVEWAY - X E o ".,E - N EXPANSON JONT(TYP)- l/)"".,;jio DEEP JONT " - USE MNMAL ENCROACHMENT DRVE APPROACH OR PEDESTRAN EASEMENT F R/W NSUFFCENT o<i _,. OJ Ui BROOM FNSH ' => io " <D " 7 Y.N. TO E.C.R. OF NTERSECTNG STREET. * 'N PLAN n.t.s. - ALLEY A 3 FT. MN. TO PROPERTY LNE OR TO STREET APPURTENANCE GUTTER * WDTHS ARE FOR DRVEWAY THROAT OPENNG THROAT OPENNG FOR 3 OR MORE CAR GARAGE REQURES APPROVAL FROM CTY ENGNEER ** GUTTER WDTH PER CONSTRUCTON PLANS OR ON-STE CONDTONS F NOT 2'. '".,....,.: 5' 2% MAX.-.i.4c."l..,.,.,..., ' GUTTER FLOW LNE 3' ELEVATON n.t.s. CURB FACE BACK OF WALK " ' 4. ;,,: 4',, 2'** =. COLD JONT SECTON A-A n.t.s.... GENERAL NOTES: 1. MUST REMOVE ENTRE CURB AND GUTER WHEN RECONSTRUCTON S REQURED. 2. NOT MORE THAN 6% OF LOT FRONTAGE MEASURED AT STREET SDE (TOP OF CURB BETWEEN LOT LNES EXTENDED) MAY BE USED FOR DRVEWAY OPENNG. 3. ALL MULTPLE RESDENTAL PROPERTES TO HAVE ON-STE REFUSE PCKUP SHALL NSTALL COMMERCAL DRVEWAY APPROACHES PER CllY OF REEDLEY STD. PLAN ST CONCRETE FOR DRVEWAY APPROACH SHALL BE CLASS A, 4 PS. 6" THCK MN. 5. DEEP JONT REQURED N CENTER OF DRVE APPROACH. 6. APPROACH, CURB AND GUTER SUBGRADE COMPACTED TO 95% A MNMUM OF 6". 7. BROOM SWEEP FNSH ON DRVEWAY APPROACH. 8. E.C.R. = END OF CURB RETURN. 9. MEASUREMENT: DRVE APPROACH FROM BACK OF CURB TO BACK OF WALK, WNG TO WNG-SF, CURB & GUTER-LF. RESDENTAL DRVEWAY APPROACH REVSONS: SEPT. 216 CTY OF REEDLEY ST-18

19 " iii ;;,_ in o: iii 3' g' MN.-16' MAX.*..- A DRVEWAY i. X E o ll<l E f-.,.:n i (l_ i L iii,_ «"-- ;; " in xo CL f- <f) L o«" ::. in f- f- OJ BROOM FNSH " CL f- <f) :1 :1 :::J CL CL 3' "----A 8 FT. MN. TO E.C.R. OF PLAN 3 FT. MN. TO ALLEY _j NTERSECTNG STREET. n.t.s. PROPERlY LNE OR TO STREET APPURTENANCE * WDTHS ARE FOR DRVEWAY THROAT OPENNG. THROAT OPENNG FOR 3 OR MORE CAR GARAGE REQURES APPROVAL FROM CllY ENGNEER. GUTER iii ;,j j: 5' 5' 2' 6" --"--- 2% MAX.--., a:.....d.. h. ;,J '.... i.'.. ' ',.....,ll_. ' '4... iol.. ",4?.., ' COLD JONT SECTON A-A n.t.s. '. <1. GUTER FLOW LNE- ;_ \': CURB FACE- GENERAL NOTES: BACK OF APPROACH 1. MUST REMOVE ENTRE CURB AND GUTER WHEN RECONSTRUCTON S REQURED. 2. NOT MORE THAN 6% OF LOT FRONTAGE MEASURED AT STREET SDE (TOP OF CURB BETWEEN LOT LNES EXTENDED)- MAY BE USED FOR DRVEWAY OPENNG. 3. ALL MULTPLE RESDENTAL PROPERTES TO HAVE ON-STE REFUSE PCKUP SHALL NSTALL COMMERCAL DRVEWAY APPROACHES PER CTY OF REEDLEY STD. PLAN ST-21. 3' 4. CONCRETE FOR DRVEWAY APPROACH SHALL BE CLASS A, 4 PS '' 6" THCK MN. 5. DEEP JONT REQURED N CENTER OF DRVE APPROACH. ELEVATON 6. APPROACH, CURB AND GUTER SUBGRADE COMPACTED TO 95% A n.t.s. MNMUM OF 6". 7. BROOM SWEEP FNSH ON DRVEWAY APPROACH. B. E.C.R. = END OF CURB RETURN. 9. MEASUREMENT: DRVE APPROACH FROM BACK OF CURB TO BACK OF WALK, WNG TO WNG-SF, CURB & GUTER-LF. RESDENTAL DRVEWAY APPROACH WTH PLANTER STRP REVSONS: SEPT. 216 CTY OF REEDLEY ST-19.

20 -- MATCH EXSTNG DRVEWAY 2" AC TRANSTON AS REQURED BY CllY EXPANSON 3' / "" 3' EXPANSON,-JONT TOP OF 1/ ;, BOTfOM son TOP JONTJ OF rdf RAMP OF RAM RAM RAMP r- -- DRVEWAY TRANSTON** t " RAMP 1;" e DEEP o RAMP - X 8.33% lrjont. X (;S 8.33%.S X >< El E a MAX. l " El".> MAX. Ll) m" li () >< m>< El" E.CN.CN BROOM FNSH m><.cn ",. CURB N " s DEPRESSED CURB (TYP) 'L L SHALL BE ADJUSTED BASED ON THE *HEGHT OF THE MATCHNG CURB FACE. RAMP NOT TO EXCEED 8.33% SLOPE (1 TO 12). PER PLAN 1" LP- " 6' 'L GUTTER SCRBE PATTERN TO MATCH SDEWALK PATTERN. " **N LOCATONS WHERE THERE S A SLDNG GATE, TAPER RAMP FROM 5' WDE TO 4' AT APPROACH. v CENTER LNE OF APPROACH Ls" T::c:: TO 95% LONGTUDNAL SECTON OF APPROACH PER PlAN 6" MNMAL ENCROACHMENT RESDENTAL DRVE APPROACH REVSONS: SEPT. 216 CTY OF REEDLEY ST-2

21 36 FT MAX FOR COMMERCAL _ PROPER TY 5 FT. MAX. FOR NDUSTRAL LNE ;t::s X 1" Q ej N:::2 E XPANSON J ONT (TYP)- 3' L_.J v [] r--1 [:J r-- t J r--1 [_j [ ] N:2 r...- A VARES (15 FT. MN.) 3' CXPAN"nN.JnJNT l r-- [J i l J [] [] -DEEP JONT EVERY 1' \ ots g 1 " m C:J --, r-l r--- UJ:f J L_.J L J o<>: _,. m BROOM FNSH CKS_) FKT ""MOT BTi ;;;) [-1 [J r--, r [_j [ _] SEE NOTES --A 4 AND 5 DRVEWAY TABLE WDTH NOTES: 1. 95% RC (RELATVE COMPACTON) BENEATH DRVEWAY TO DEPTH OF 6". 2. CONCRETE FOR DRVEWAY APPROACH SHALL BE CLASS "A" 4D PS 5" MAX SLUMP 3. NOT OVER 6D% OF FRONTAGE. MEASURED AT STREET SDE TOP OF CURB BETWEEN LOT LNES EXTENDED SHALL BE DEVOTED TO DRVEWAY APPROACHES. 4. MNMUM DSTANCE BETWEEN DRVEWAYS EQUALS WDTH OF LARGEST DRVEWAY. 5. MNMUM DSTANCE TO ALLEY OR NON-STREET PROPERTY SHALL BE 3 FT & TO END OF CURB RETURN SHALL BE 1 FT. 6. RENFORCNG BARS SHALL BE DEFORMED STEEL BARS, GRADE 4 MN. & BE FREE FROM RUST OR DRT & SHALL BE THOROUGHLY CLEANED BEFORE PLACEMENT - SHOWN BELOW. 7. MANTAN 6" CLEARANCE BETWEEN ALL JONTS AND ENDS OF STEEL RENFORCNG. 8. ALL MULT-FAMLY RESDENTAL PROPERTES TO HAVE ON-STE REFUSE PCKUP SHALL NSTALL COMMERCAL DRVEWAY APPROACHES PER THS CTY OF REEDLEY STD. PLAN. 9.. COLLECTOR & ARTERAL STREETS MNMUM WDTH OF THROAT SHALL BE 21' FOR 1-WAY APPROACH & 36' FOR 2-WAY APPROACH. GUTER FLOW LNE NDUSTRAL COMMERCAL MULT. RESDENTAL BACK OF WALK s'-o" s'-o" 5'-Q" 3' ELEVATON DETAL SEE NOTES 4 AND 5 EXP. JONT TOP OF CURB BLOCK Lf'RECA;T MORTAR BLOCKS 6' D.C. (TYP) #4 STEEL REBAR AT 18" O.C. MN. CLASS AB 95% RC MN. NATVE 95% RC COLD JONT COMMERCAL/NDUSTRAL DRVEWAY APPROACH SECTON A-A REVSONS: SEPT. 2D16 CTY OF REEDLEY ST-21

22 #4 REBARS TO EXTEND 12" BEYOND CONSTRUCTON JONT. NOTE: EXTENSON TO BE WRAPPED WTH A KRAFT TYPE PAPER TO ALLOW FOR MOVEMENT. JONT EXPANSON JONT -----t----- J_ l- --Ei'l n... -:;;.. -EO l---ei':-----&-- #4 DA. REBARS AT 36" O.C. WEAKENED PLANE CURB FOR CURB RETURNS PARKWAY 1 ' REFER TO: ST-13 ST-14 *LENGTH MAY VARY, RAMP NOT TO EXCEED 8.3% SLOPE 5' MN. SDEWALK LANDNG N FRONT OF RAMP TO BE 5% MAX. NO LP HEGHT CURB PLAN ROUND OFF CORNER AT GUTER GRADE ELEVATON. 6"NATVE 95% RC SECTON A-A '--- PRioC<OT MORTAR BLOCKS 6' O.C. (TYP) MAJOR COMMERCAL DRVE APPROACH NOTES: 1. MUST REPlACE EX. CURB & GUTTER WHEN RECONSTRUCTON S REQURED. 2. CONCRETE SHALL BE ClASS 'A' 4 PS, MAX. 5" SLUMP. 3. STEEL RENFORCEMENT TO BE FREE OF RUST & PlACED AS SHOWN. 4. AB & NATVE SUBGRADE TO BE COMPACTED TO A MN. OF 95%. COMPACTON TESTS REQURED. 5. BROOM FNSH. 6. DETECTABLE WARNNG SURFACE REQURED FULL WDTH & 3' DEPTH OF RAMP. REVSONS: SEPT. 216 CTY OF REEDLEY ST-22

23 ; EXPANSON [ONT TOP OF RAMP " \ g f---ffi--- m RAMP m MAX. >! m,. CURB \ 8.33% f EEl _t{q_qp::[lo TJJN _H_ _ \ _ + _ N ;, Jk u 1' 6' 'L *l SHALL BE ADJUSTED BASE ON THE HEGHT OF THE MATCHNG CURB FACE. RAMP NOT TO EXCEED 8.33% SLOPE (1 TO 12). _ HOW LNE 1' 1' BOTTOM OF RAMP 2" AC TRANSTON AS REQURED BY CTY PR.CAST MORTA BLOCKS_/ -+---[-8_!6 C.(lYP) -{ BOTTOM OF RAM DEPRESSED CURB 1" LP- \ (lyp) #4 REBAR AT 36" O.C,.-\ #4 REBAR AT 18" D.C. 14' " / EXPANSON RAMP TOP OF RAM % MAx. H--- DEEp-[B ]- rjont B}- --EEJ- 6' 'L GUTTER SCRBE PATTERN TO MATCH SDEWALK PATTERN. JON]_ " u; #4 REBAR AT 36" D.C. -- PRECAST MORTAR BLOCKS :_ ]_L- C---- 6" MN. CLASS _ S: RENFORcED - _A 95 %_B_.C...:.._-[ CONCRETE 6" C.N.S. 95% RELATVE COMPACTON SECTON AT BACK OF APPROACH SEE SDEWALK WDTH TABLE SDEWALK WDTH TABLE: RESDENTAL NDUSTRAL COMMERCAL s'-o" 5'-o" 9'-6" 2% AT EDGE OF ALLEY ALLEY APPROACH REVSONS: SEPT. 216 NOTE: CONCRETE FOR ALLEY APPROACH SHALL BE CLASS 'A' 4 PS OVER 6" MN. CLASS AS, 95% RELATVE COMPACTON OVER 6" MN. COMPACTED NATVE SOL 95% RELATVE COMPACTON. CTY OF REEDLEY ST-23

24 1' 1' R/W A.C. SURFACNG c) 8J 8 A.C. SURFACNG l= os OCOO' R/W 1---,;, SLOPE 6.3%(max.) HJ--- SLOPE a..:!%(max.) '::2. ---{-B a_ " " :5 a_ ED---i f!j ; [ j- ---H 1 f *-----t-- --:j-----t-----$- l E O<l &J-----t-----l.!J----'il' [ -----r ----EB 6" CONC. CUfBNG ::' i ---- J- o #4 REBAR :j #} R'tB;?---- T jl AT 35" o.z\ qj tjj [p----\t-- - -[jl -!----r:-j----_j-----eij ::1:3----.)_ ] ]-----!- ---[' d EXPANSON JONT GUTER GUTER FLOW EXPANSON JONT PRECAST MORTAR BLOCKS PLAN 6" 18" or 24" GUTTER MATCH EXSTNG a_ in " " :5 a_ 12' or 15' (See Plan) 18"-24" MATCH EXSTNG 1" LP NOTE: CONCRETE FOR ALLEY APPROACH SHALL BE CLASS 'A' 4 PS OVER 6" MN. CLASS AB 95% RELATVE COMPACTON. OVER 6" MN. NATVE SOL 95% RELATVE COMPACTON. #4 REBAR AT 18" O.C. PRECAST MORTAR BLOCKS SECTON 12" min. #4 REBAR AT 36" O.C. O.C. On Center ALLEY APPROACH AREAS WTH PLANTNG STRPS REVSONS: SEPT. 216 CTY OF REEDLEY ST-24

25 EXPANSON JONT FOR CURB RETURNS REFER TO: ST-12 ST-13 ST GUTER GUTER LNES TO EXTEND TO PONT OF NTERSECTON. <(.. #4 DA. REBARS AT 36" D.C. CURB ro - U...J----, l t L---- EXPANSON JONT CONSTRUCTON NOTES: JONT 1. MUST REPLACE EX. CURB & GUTER WHEN RECONSTRUCTON S REQURED. 2. CONCRETE SHALL BE CLASS 'A' 4 PS, MAX. 5" SLUMP. PLAN 3. STEEL RENFORCEMENT TO BE FREE OF RUST & PLACED AS SHOWN. 4. AB & NATVE SUBGRADE TO BE COMPACTED TO A MN. OF 95%. COMPACTON TESTS REQURED. 5. LGHT BROOM FNSH. 6. GUTER FLOW LNE SHALL BE WATER TESTED FOR FLOW. PRECAST MORTAR BLOCKS REQURED <(-- -_.J #4 REBARS TO EXTEND 12" BEYOND CONSTRUCTON JONT. NOTE: EXTENSON TO BE WRAPPED WTH A KRAFT 1YPE PAPER TO ALLOW FOR MOVEMENT. SLOPE SURFACE TO MEET CROSS SECTON OF MAN STREET. ROUND OFF CORNER AT GUTER GRADE ELEVATON. #4 REBAR-, SLOPE SURFACE TO MEET THE CROWN OF CROSS STREET 18 FT. FROM CENTER LNE OF GUTER ": PRECAST MORTAR 6' O.C. O.C. = On Center CONCRETE CROSS VALLEY GUTER SECTON A-A REVSONS: SEPT. 216 CTY OF REEDLEY ST-25

26 /,MEDAN SLAND CAP AND 18" WDE MANTENANCE BANDS / SHALL BE 3" THCK STAMPED COLORED CONCRETE. 18"- TO 8' FACE TO CURB FACE '-EXPANSON JONTS SHALL BE PLACED EVERY 4' MAX. r THCK COLORED, j STAMPED CONCRETE CONC. MEDAN SEE ST-1 FOR CURB DETAL NOTES STAMPED CONCRETE SHALL BE CLASS 'A' 4, PS MN. COLORED, CONCRETE 'FRANCSCAN RED' STAMPED N A BRCK PATTERN SMLAR TO EXSTNG MEDANS ON STREET AND RENFORCED WTH #4 REBAR 12" D.C. A LQUD RELEASE AGENT SHALL BE USED. A CURE AND SEAL PRODUCT SHALL BE APPLED N ACCORDANCE WTH THE MANUFACTURER'S RECOMMENDATONS MMEDATELY AFTER COMPLETNG THE MPRNTNG PROCESS. STAMPED CONCRETE MEDAN REVSONS: SEPT. 2D16 CTY OF REEDLEY ST-26

27 NOTES: 1. STREET STRUCTURAL SECTON SHALL CONFORM TO CTY OF REEDLEY STD. PLAN ST MAXMUM RADUS OF CURVATURE OF CENTERLNE SHALL BE 175 FEET. 3. MNMUM STREET WDTH (CURB-FACE TO CURB-FACE) SHALL BE 36 FEET. STANDARD CUL-DE-SAC REVSONS: SEPT. 216 CTY OF REEDLEY ST-27

28 f ;f [ R/W > "" 1 SEE + 3- CURB LNE NOTE NO. 1 N ----t R/W R=53'min. (lyp) 7MN.'.25_ s NOTES: FT. RADUS CURB RETURN WTH SDEWALK. 2. STREET STRUCTURAL SECTON SHALL CONFORM TO CllY OF REEDLEY STD. PLANS ST MNMUM STREET WDTH (CURB-FACE TO CURB-FACE) SHALL BE 36 FT. KNUCKLE CURVE REVSONS: SEPT. 216 CTY OF REEDLEY ST --28

29 !'!! _) J l '--+VARES-- 1 : 'n 1 so' '\ j 3' t-37' MN.---1 VARES SECTON <t_ LNE ----j 3' rl 1 6' (LJ R j l U-TURN MNMUM CLEARANCE REVSONS: SEPT. 216 CTY OF REEDLEY ST-29

30 N.4 BARS, 12" DC COLORED, STAMPED CONCRETE po;s" ' j 3" 1-- "-j-"-j BOTH DRECTONS, /'SEE STD. PLAN ST MOWSTRP WSTRP ----2% 1 2% RENFORCED CONCRETE APRON l '' '------t j CONCRETE MEDAN CURB COLD JONT TRANSTON TRANSTON J '\(SEE S.TD. PLAN ST-1 \ WEAKENED PLANE _\ {.' i :., MUNTABLE c.urs rs;e sn;lae;--;\. :.:, CURB FACE PROFLE TOP OF PAVEMENT COLD JONT-.._ (TYP) \ WEAKENED PLANE 1 JONT EVERY 7' (TYP)\1 COLORED, STAMPED CONCRETTy"EMERGENCY VEHCLES ONLY" SEE STD PLAN ST 26 SGN (ONE ON EACH SDE) / - PER STD. PLAN ST -44 8" CURB "EMERGENCY VEHCLES ONLY" SGN (ONE ON EACH SDE} PER STD. PLAN ST -44 B" CURB 6"_::- MOWSTRP 2' ' TRANSTON LLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLL MOUNTABLE CURB (SEE STD. PLAN ST-1) 28' f-- 6" MOWSTRP 2' TRANSTON 8" CURB MEDAN 8" CURB MEDAN OPENNG PLAN VEW MEDAN OPENNG FOR EMERGENCY VEHCLES REVSONS: SEPT. 216 CTY OF REEDLEY ST-3

31 R5-1 "DO NOT ENTER" SHALL BE CENTERED BETWEEN CURBS OM2-1 H MARKER 4" THCK CONCRETE SEE ST-26 FOR 6 'MN. DETAL TYPE H MARKERS MEDAN c REFLECTORZED YELLOW PANT TOP & FACE OF CURB 3' BACK REFLECTORZED YELLOW (TYP) R6-1R "ONE WAY" SGN SHALL HAVE 2' CLEARANCE FROM CURB FACE TYPE H MARKERS OM2-1 H MARKER STREET OR DRVEWAY ( R5-1 36x36" R6-1 (R)* 36x12" *(R) NDCATES RGHT (L) NDCATES LEFT 1'1 W,_ TOP OF MEDAN CURB n H ATTACH BASE FLANGE TO CONCRETE W EPOXY CEMENT OM2-1H 12"x6" NOTES: 1. POST AND FLANGE FOR OM2-1 H MARKER SHALL BE SCH.SO PVC, 2-1/4" MN. YELLOW REFLECTORS ON WHTE. 2. TYPE H MARKERS SHALL BE ONE WAY YELLOW RETROREFLECTVE AND SHALL BE CEMENTED TO THE TOP CURB WTH A RAPD SET TYPE EPOXY ADHESVE N CONFORMANCE WTH THE MANUFACTURER'S NSTRUCTONS. 3. POSTS FOR STREET SGNS SHALL BE 12 GAUGE 2" X 2" SQUARE, GALVANZED & PERFORATED. SEE DETAL ON STD PLAN ST -44. MEDAN SLAND OPENNG SGNNG REVSONS: SEPT. 216 CTY OF REEDLEY ST-31

32 WHCHEVER PROVDES FOR MORE STACKNG (/) (STREET, PEDESTRAN OR TRAL) 1--- TO BE MEASURED FROM PUBLC EASEMENT- :; 2 D LOCAL ST. W/ LEFT TURN ACCESS 2' MN. MAJOR ST. W/ LEFT TURN ACCESS 4' MN. (/) (/) MAJOR ST. W/LEFT TURN ACCESS 9' MN. CD L- <( >-' >-' (/) x J) ;i X ::J t;:j >-' ::<( -<( ::2'2 ;;i'?5 m t;j (/) Co": -, u... c:: ui (/) <( -N -N * tn f- (/) (/) u _J o 2 f- _J o.. ::>' u <( --' u Y- () <( D u <( <( et::: 8) g D - _J _J :::JG <( :::J r-z MAJOR COMMERCAL u_ (!) s >-' >-' LL _J-.(!) LL ;ix DVDED DRVEWAY c:: x u (/) (/) D <(.=>'. tn * >- xox _J.::> <(W<(O <( ;;::m f-o OCJQ2> u :;;> "" c:: lo -N G N 2..-o:::::o _J ::>' W NONZ N >-' D Z> _J :::J.-- ::;; oo CD "= o.. f- (/) f- LL t: GO.. (/) ifj<( X -X ci m Det: 2<( ci f- ::>' (/) :::J -, D. u <( t;j Q:; 2 <( 'S: N""J :::J u f- G\. x x <( <( tn iii ::>'. u (/);; LL u <( et:l 1/l.. x or-.. f- -,11l <( ::>' u <( 2 <( 2 o = f- -X oul 2<( m - :::J 2 g LL :::J - >- >-' 2 (/) --' _J "" MAJOR () <(':- o':- UNDVDED DRVEWAY :;;> u --' ::>' 2 g ::>' ;;. N " c:: G\. MAJOR ST. W/LEFT TURN ACCESS 9' MN. MAJOR ST. W/ LEFT TURN ACCESS 4' MN. LOCAL ST. W/ LEFT TURN ACCESS 2' MN. (/) -TO BE MEASURED FROM PUBLC EASEMENT- (STREET, PEDESTRAN OR TRAL) WHCHEVER PROVDES FOR MORE STACKNG :; CD CD (';:j D _J.. <( Z<O 2 _J 11lo - :; N""J u u.::> -U ='<( CD N.. N,.,.;..t Lf) tci t;:j c:: f- UJ c:: ::;; REVSONS: STREET TYPE APPROACH SEPT. 216 FOR DVDED AND UNDVDED DRVEWAY CTY OF REEDLEY ST-32

33 .. MEDAN CURB OR CENTER STRPE\ ' TRAVEL WAY 12' TRAVEL WAY MAJOR STREET 12' TRAVEL WAY 12' TRAVEL WAY 6' BKE LANE 6' BKE LANE ' SHOULDER 8' SHOULDER 1' MN " f t. 5- c " c r r,.., ADA CURB RAMP PER CTY STD. ST-12 OR ST-13 BOTH SDES ] Q.!S S6BO l,ht:,l MEDAN CURB OR CENTER STRPEl.. 12' TRAVEL WAY MAJOR STREET 12' TRAVEL WAY ' TRAVEL WAY 12' TRAVEL WAY 6' BKE LANE 6' BKE LANE ' SHOULDER 8' SHOULDER '---= 1' MN F"" RAMP. fit " " c 5 c r 5,.., PER CllY STD. OR ST-13 BOTH SDES.. C6S 2 6B MEDAN CURB OR CENTER STRPE\ ' TRAVEL WAY 12' TRAVEL WAY MAJOR STREET 12' TRAVEL WAY 12' TRAVEL WAY 6' BKE LANE 6' BKE LANE ' SHOULDER 8' SHOULDER 12' RGHT TURN LANE... REVERSE C 5' RADUS MN. MAJOR STREET: # PEAK HOUR RGHT TURN VEHCLES CASE 1 CASE 2 CASE ' MN. l. fit 5. " c c r r 35 <5 <5-<1.,;:1 Q.!SE 3 BG UBN OCKET SPEED 4 <4 <4-<9.::;:9 (MPH) 45 <3 <3-<8.::;:8 >5 <2 <2-<75.::;:75 l!qes; CASE 2: NOT ALLOWED WHEN AT A SGNALZED NTERSECTON. CASE 3: **EXCEPTONS NEED TO BE APPROVED BY CllY ENGNEER. ADA CURB RAMP PER CTY STD. ST'-12 OR ST-13 BOTH SDES ---- STREET CONNECTONS REVSONS: SEPT. 216 CTY OF REEDLEY ST-33

34 a ;!! <-< :; ' N ' ' ' ' r ' u a '3 t a ' l ' <-< a <-< <-< ;, t t ' RGHT TURN (1' MN) 8' SHOULDER 6' BKE LANE... 12' TRAVEL WAY ,. 12' LEFT TURN POCKET (2')... 12' TRAVEL WAY 6' BKE LANE COLLECTOR --' :$ i f1 a t t ( - ' :5 a ' :::E!i l <-< <-< u t <-< <-< ' a <-< N ;, MAJOR STREET NTERSECTON DETAL a a ' ' r ' SHOULDER '! ERSE CURVES 5' RADUS MN. NOTES: 1. RGHT TURN POCKET LENGTH S DEPENDENT ON DRVE APPROACH LOCATONS. REQURED LENGTH SHALL BE DETERMNED BY CllY ENGNEER. ' 2. WHEN NSTALLNG A NEW SGNAL, BKE LANES LOOPS SHALL BE NSTALLED AT NTERSECTON FOR DETECTON. 3. STRPNG AND LANE CONFGURATON TO BE DETERMNED BY CTY ENGNEER. REVSONS: SEPT. 216 CTY OF REEDLEY ST-34

35 R/W- 6' 7' 18' 1' 18' 7' 5.5' 7' 11' 11' 7' 5.5' SHOULDER TRAVEL LANE TRAVEL LANE SHOULDER,;,;...'\ ::==------====:J 1,.?E. c=::2% ::.-----:= r ='='= == =;; =...;'.. =:::-n==-----=2% ::: :g. L-- :-J 'd :.. R/W 6' STREET *NOTE: PEDESTRAN EASEMENTS MAY BE REQURED AT DRVE APPROACHES WTH 5' OR 6' STREET W/MONOLTHC SDEWALK t;:; cr 1-- Vl cr :i :::;; ST-18 RESDENTAL "===Rf/W-:.:-=c: :::-=-:.:-=DVC::<WA-Y::'A=P"OACH :: ' --:::::::::::--- R/W 6' l. 5' RESDENTAL NOTES: 1. GREATER RGHT-OF-WAY MAY BE APPROVED N SUCH CASE AS FOR A SDEWALK W/PARKSTRP OR FOR A MEANDERNG SDEWALK. 2. THE MEDAN SLAND SHALL EXTEND FROM THE MAJOR STREET UNTL THE CLOSEST SDE OF THE FRST DRVEWAY. 3. A 2' MNMUM SETBACK FROM BACK OF SDEWALK TO GARAGE WHEN THE GARAGE DOOR FRONTS ON THE STREET SHAL BE REQURED. THE ACTUAL SETBACK SHALL NOT BE LESS THAN REQURED BY THE ZONNG ORDNANCE. RESDENTAL ENTRY TREATMENT REVSONS: SEPT. 216 CTY OF REEDLEY ST-35

36 NOTES:! 1. SGNNG, STRPNG & TRAFFC CRCLE landscapng SHALL BE REVEWED BY i Cl1Y ENGNEER.,! 2. VALLEY GUTTER LOCATON F NEEDED, '- SEE STD. ST NSTALL TYPE 'H', YELLOW RETRO-REFLECTVE, RASED PAVEMENT MARKERS ON CURB (4 TOTAL). 3. NSTALL TYPE 'D', YELLOW RETRO-REFLECTVE, RASED PAVEMENT MARKERS ON APRON NEXT TO 8" CURB (4 TOTAL). NO PARKNG - 3' 3:/_W ' 36' i i i i 1' i i i 1 8" CONCRETE CURB TOP OF 8" CURB SEE NOTE SEE NOTE #4 #3 i DETAL 8 RETRO-REFLECTVE DETAL NO PARKNG ! i 3'- f-.- '! 5' 36' '--SEE- NOT-E l- 18' R/W _, 3' 3'- ;--! i 18' 18' RESDENTAL TRAFFC CRCLE FOR FOUR-WAY NTERSECTON SECTON A-A REVSONS: SEPT. 216 CTY OF REEDLEY ST-36

37 CURB FACE r 13'MN. 5'MN. BKE lane 3)1181 3NVl + TOP VEW 5'MN. + lane BKE r-4h SOLD WHTE STRPE.--=====- 13'MN. 1 BKE LANE. TOP VEW r1=========:::::::6":s:o:ld::wh:t:e::r:p:e::::::::- ::::::::[' p:;,: BKE LANE MOTOR VEHCLE LANES :::: BKE LANE CURB FACE - CASE 5'MN. BKE lane 3)1181 3NVl + TOP VEW 5'MN. BKE lane + lane BKE TOP VEW GUTTER LP f SOLD WHTE STRPE GUTER LP BSKE'MLANNE--KLANE :::-c=-f--motor VEHCLE LANES-- CASE NOTES: 1. SGNS R26(S)CA "NO STOPPNG AT ANY TME" SHALL NSTALLED AT 2 FOOT NTERVALS. (OR AT NTERVALS DETERMNED BY EXSTNG STREETLGHT POLES) WHEN STRPNG A CASE BKE LANE. 1YPCAL BKE LANE CROSS-SECTONS REVSONS: SEPT. 216 CTY OF REEDLEY ST-37

38 ALLEY ,. 1;j -1 t ON STE NLET,;;c SELLo: A,-""!SDEWALK DRAN ANGLED MCNO. NSCL.OPCEHAON.NOEOL15 A N DRECTON OF FLOW X 1rr SEE ST -4 X oj L STREET PLAN VEW i ' t: 5' RESDENTAL & NDUSTRAL 9' 6" COMMERCAL 1/2"R 6x6 WELDED PER WRE ST-4 MES\ 2"- OLD J-ONT 2% MAX. l.,.. - ;_; _... -L..,./... "_ :_-; :. ) ''! l. ' 1" CURB & GUTTER PER ST-8, ST-11 & ST-4....\,C 3"x5" or 3"x6 _j RECTANGULAR STEEL TUBNG PER ST-4 SDEWALK DRAN SECTON X-X N.T.S. ', r.. /AC CHRS:-2-23 CATCH BASN (2'> MN.) WTH HEAW DU1Y TRAFFC GRATE OR A BROOKS W-1 SERES 2'x3' UTLTY BOX No.1 OOTG TRAFFC GRATE OR APPROVED EQUAL MAY BE USED. PARKNG LOT DRANAGE DETALS f:=t:=;_:_. _L.c lillj:!j1j:s;sl1tl. CO:N:C:R:ETE CONCRETE CHANNEL SECTON A-A N.T.S. REVSONS: SEPT. 216 DRAWN BY: kjp CHANNEL TO HAVE WEAKENED PLANE JONTS AT 2' D.C. AND EXPANSON JONTS AT 4' D.C. 2. SURFACE DRANAGE TO ALLEY ONLY BY WRTEN APPROVAL OF THE CTY ENGNEER. 3. SURFACE DRANAGE OVER DRVEWAYS AND SDEWALKS S NOT PERMTTED WHEN THE AREA TO BE DRANED EXCEEDS 1/4 ACRE (1,89 SF). CTY OF REEDLEY ST-38

39 ALLEY /_,..., FLOW < L=====J "- r SURFACE '-..! DRANAGE PARKNG LOT MNUMUM SLOPE FOR AC PAVNG SHALL BE.5. MNMUM SLOPE FOR CONCRETE CHANNELS N PARKNG AREA SHALL BE.15. SEE ST-38 & ST -4 FOR LOT DRANAGE DETALS. k L n tshl llt: 1(1) \_j L7 \.. t!!_ RW V STREET PLAN VEW "8"=3" PARKNG LOTS _,--ASPHALT PAVNG..---"u KLLER NDUSTRAL PARKNG LOTS AND LOADNG ZONES 6" COMPACTED NATVE SOL W /RELATVE COMPACTON OF 95% TEST METHOD ASTM 1557 OPTONAL-WTH APPROVED TEST 1. SURFACE DRANAGE SHALL BE TO STREET ONLY BE WRTEN APPROVAL OF THE CTY ENGNEER. 2. PARKNG BUMPERS TO BE PLACED SO THAT PARKED CARS WLL NOT OVERHANG ON SDEWALKS OR STREETS..3. THE OPTONAL CROSS-SECTON MAY BE USED UPON SUBMSSON OF "R" VALUE TESTS TAKEN BY AN APPROVED LABORATORY SUBSTANTATNG THE USE OF EXSTNG SOL FOR THE BASE. A MNMUM VALUE OF 65 WLL BE REQURED. 4. WHERE ASPHALT CONCRETE S APPLED TO THE NATVE SOL, SOL STERLANT AS PER MANUFACTURES SPECFCATONS WLL BE REQURED BEFORE THE SURFACE MATERAL S PLACED. WEED KLLER TO BE APPLED N ACCORDANCE WTH MANUFACTURER'S RECOMMENDATON. 5. SURFACE DRANAGE TO ALLEY ONLY BY WRTTEN APPROVAL OF THE CTY ENGNEER. 6. TEMPORARY PARKNG LOTS (USE NOT TO EXCEED 6 DAYS) SHALL BE GRADED AND ROLLED SMOOTH. THE TOP 6" OF NATVE SOL SHALL BE COMPACTED TO 85% RELATVE COMPACTON USNG TEST METHOD ASTM A DUST PALLATVE PER STATE STANDARD SPECFCATONS AT THE RATE OF 1 GAL./SQ. YD. TO OBTAN A MNMUM PENETRATON OF 1". THE MXNG RATO SHALL BE 4:1 PER STATE STANDARD SPECFCATONS. the DEVELOPER SHALL POST A BOND TO GUARANTEE REMOVAL OF ALL MPROVEMENTS FOR A TEMPORARY PARKNG LOT. PARKNG LOT PAVNG DETALS REVSONS: SEPT. 216 CTY OF REEDLEY ST-39

40 *ONE SECTON OF 1/4" CHECKER PLATE SHALL NOT EXCEED 5' N LENGTH. PROVDE 1''x1"x1/4" ANGLE RON WELDED ON THE UNDERSDE OF PLATES F CHANNEL EXCEEDS 5 FEET. 1/4" CHECKER PLATT' 6" 1 /16" ALL AROUND- t-- --'\--' '--' /4" ' 1" 1/2" RADUS 1/4"112"-12" (TYP.) l/ '"- \J:\11 3 1/4" 2"-12; BACK OF- SDEWALK, /" 3" x 2 x 1 4 L FACE OF CURB 1/2" CURB SDE VEW OF TROUGH PROVDE 2 U\YERS OF 6"x6" WELDED WRE MESH GAUGE No. 1, EXTEND r-4" SDEWALK \2"MN ON ACH S:DE PPE/TU:; J _ cj fl-.- : rfc - 4" fj" Y "(TYP)u 3" DA. PPE - TO BE USED FOR BULDNG DOWN-SPOUTS ONLY GUTER.3"x5" or 3"x6" RECTANGUU\R TUBNG.. -l-3/8" _l. : ,;2'' - loll CONCRETE TO FORM MOUTH OF PPE/TUBE GUTTER FLOW DETAL SDEWALK DRAN TUBE/PPE 3/16" 1/4" CHKD. PLA \ 1/4"- 2 N.C. X 7/16" F.H.M.S. T 3 FL D.C. -1 8" ilf-'-l'- 6 " NOTES: CHANNEL THROUGH WALK SDEWALK TROUGH DRAN 1. SDEWALK DRAN PPE ONLY TO BE USED WTH THE APPROVAL OF THE CTY ENGNEER. 2. REMOVE AND REPU\CE CONCRETE CURB AND GUTTER WTHN LMTS OF WORK WHERE CONCRETE CURB & GUTTER EXST, PER ST-B & ST-11 CONCRETE COLD JONTS. 3. 3" PPE SHALL BE GALVANZED PPE. RECTANGUU\R TUBNG SHALL BE STEEL. PVC NOT ALLOWED WTHN CTY R/W. 4. MNMUM WALL THCKNESS OF RECTANGULAR TUBNG S 3/16". 5. NO DRAN SHALL BE PERMTTED N DRVE APPROACH AREAS. 6. SDEWALK DRANS, EXCEPT CHANNELS, SHALL BE ANGLED N DRECTON OF GUTTER FLOW AT 1:5 ANGLE. 7. ALL CONCRETE SHALL BE CU\SS 'A' AND EXPOSED SURFACES SHALL BE FNSHED AS PER CURB SPECFCATONS., 8. DRAN SLOPES SHALL BE.1 MN. AND.2 MAX. 9. FLOOR OF TROUGH SHALL BEGVEN A STEEL TROWEL FNSH. ALL PARTS SHALL BE STRUCTURAL GRADE STEEL AND ALL EXPOSED METAL SHALL BE PANTED OR DPPED W/ASPHALTUM PANT. SDEWALK DRANS REVSONS: SEPT. 216 AREAS TO BE DRANED FROM PRVATE PROPERTY TO PUBLC STREETS SURFACE AREA 2 ACRES 2'x4' 1.5 ACRES 2'x3' 1 ACRE 2'x2'.75 ACRE 15'x2'.5 ACRE 1'x2'.25 ACRE 1DO'x1' TYPE OF SURFACE PAVED GRASS PAVED GRASS PAVED GRASS PAVED GRASS PAVED GRASS PAVED GRASS DRAN AREA REQURED DO SQ. N. 25 SQ. N. 75 SQ. N. 2 SQ. N. 5 SQ. N. 12 SQ. N. 4 SQ. N. 1 SQ. N. 3 SQ. N. 6 SQ. N. 16 SQ. N. 3 SQ. N. 1 OO'x4' USE 1 ACRE = 2'x2' OR AREA 3" OA. PPE = 7.1 SQ. N.(ROOF DRAN) AREA 3"x5" RECT. TUBE SQ. N. AREA 3"x6" RECT. TUBE = 14.9 SQ. N. AREA 3"x12" CHANNEL - 36 SQ. N. AREA 4"x14" CHANNEL 56 SQ. N. CTY OF REEDLEY ST-4

41 BLOCK CORNER E. C. SUBDVSON BOUNDARY B.C. AND SUB. COR. CENTERLNE MONUMEN-i--y B.C. BLOCK CORNER EXTEROR STREET R/W C.L.,r R/W BLOCK CORNER fti BLOCK :3! CORNER "1 JYPCAL LOCATONS FOR CORNERS AND MONUMENTS 3" DA. PAVEMENT SURVEY MARKER. N.4 REBAR " 4" ' 6" DA.,----FNSH GRADE 2. " s b LOT CORNER FNSH GRADE 'Y 2. " s [ b SURVEY MONUMENT DETALS ----c: ;;. -. :.:... '... : -: " DA. '. '.:.... '<o ;., '.- SUBDVSON AND BLOCK CORNER REVSONS: SERVCO NO BRONZE SURVEY MARKER. CENTERLNE MONUMENT NOTES: 1. N CONFORMANCE WTH SECTON 8772 OF THE "LAND SURVEYORS ACT", ALL CORNERS SHALL BE TAGGED WTH THE SURVEYOR'S NUMBER. EACH NUMBER SHALL BE PRECEDED BY THE LffiERS "PLS" OR "PE" RESPECTVELY. 2. ALL SUBDVSON BOUNDARY CORNERS, ANGLE PONTS, AND CURVE PONTS SHALL BE MONUMENTED WTH THE SUBDVSON CORNER MONUMENT. 3. ALL BLOCK CORNERS, ANGLE PONTS AND CURVE PONTS NTEROR TO THE TRACT SHALL BE MONUMENTED WTH THE BLOCK CORNER MONUMENT. 4. ALL LOT CORNERS NOT MARKED BY SUBDVSON OR BLOCK CORNER MONUMENTS SHALL BE MONUMENTED WTH THE LOT CORNER MONUMENT. 5. ALL NTERSECTONS OF NTEROR STREET CENTERLNES W/ EXTEROR OR BOUNDARY STREET CENTERLNES SHALL BE MONUMENTED WTH CENTERLNE MONUMENTS SET ON THE NTEROR STREET CENTERLNE 1 FT. OFF THE EXTEROR STREET CENTERLNE. 6. WTH PERMSSON OF THE CTY ENGNEER, PPE FOR LOT CORNER MONUMENTS MAY BE SHORTENED TO 15" N LENGTH N AREAS WTH HARDPAN. 7. CONCRETE FOR MONUMENTS SHALL BE CLASS 'C' (28 PS) CONCRETE. 8. ADDTONAL MONUMENTS MAY BE REQURED AT THE DSCRETON OF THE CTY ENGNEER. SEPT. 216 CTY OF REEDLEY ST-41

42 LOCATE MONUMENT AT THE END OF RADUS AS SHOWN ROAD NTERSECTON 2" DA. 3/16" '------,----, '--. BRONZE SURVEY 2" LEVELNG MARKER BERNTSEN No. CD2BL ' N SET BENCHMARK FLUSH NTO CONCRETE CURB W/ / EPOXY, DRLL AS REQURED. r-:rc"::r-._..;rr '...d... <......a: STANDARD CURB & GUTER C) FULL SZE SURVEY MONUMENT DETALS REVSONS: NOTES: 1. LOCATE BENCHMARKS AT THE CORNER OF NTERSECTONS APPROVED BY THE CTY ENGNEER. 2. COMPLETE NOTES SHOWNG LOCATONS, ELEVATONS AND CLOSURES SHALL BE FLED WTH THE CTY SURVEYOR. 3. ELEVATONS SHALL BE BASED ON CTY OF REEDLEY DATUM, NAVD BENCHMARK NUMBER SHALL BE STAMPED WTH DES ON TOP. SEPT. 216 CTY OF REEDLEY ST-42

43 / / / / / / / LOCATON AT NTERSECTON LOCATON N 5 FT. MONOLTHC SDEWALK PLANTNG AREA LOCATON N PLANTNG STRP NOTES: 1. CORNER FOR NSTALLATON SHALL BE AS DESGNATED BY THE CTY ENGNEER. LOCATON N FULL WDTH SDEWALK 2. SAWCUT REQURED F SGN NSTALLED AFTER SDEWALK S POURED. 3. WHEN NSTALLED N SDEWALK, POLES WLL BE SET PROR TO SDEWALK POUR. 4. SAME PPE FOR STOP SGN AND STREET NAME SGN MAY BE UTLZED WHERE APPROVED. STREET SGN LOCATON REVSONS: SEPT. 216 SEE STD. DWG. ST -44 ST-45 CTY OF REEDLEY ST-43

44 i gs 2" X 2" X 12 GAUGE SQUARE GALVANZED STEEL POST, PERFORATED WARNNG SGN i 2!::;;, L i REGULATORY SGN j SEE NOTE 5. MOUNTNG BRACKET AS RECOMMENDED BY SGN MANUFACTURER. VANDLGARD NUTS (BREAK AWAY) WTH BUTTON HEAD BOLTS. 25 MPH 4' DRT GRADEj..",.,. *PARKSTRP OR/ -' DRT LOCATONS...< : NOTES :: ;. ' g:_l DA. ;,.. - WARNNG SGN 12" rback OF CURB OR SDEWALK SEE NOTE B. BACK OF CURB OR SDEWALK- SEE NOTE B. /STREET NAME SGN ri: :-. - SEE NOTE 4 SEE STD. PLAN ST -45 STREET NAME SGN =,."r?f;-;;:--,. SEE NOTE 4 r - ;::;n-===='::'.-mountng STREE NAME SEE STD. PlAN ST-45 BRACKET AS RECOMMENDED c n,._ 'Nj!: " " >\..._... '\. BY SGN MANUFACTURER. - / \. VCN-15-r 5/16" VANDLGARD NUTS (BREAK AWAY} WTH 5/16" x 2-1/2" i ST p..)_ BUTTON HEAD BOLTS. l... REGULATORY SGN b ' / 3" STOP SGN STREET NAME 1 ' ::1 " LLUSTRATED SEE NOTE 6..f E r--2" X 2" X 12 GAUGE SQUARE---- GALVANZED STEEL POST, PERFORATED!SEE POST ANCHOR DETAL BELOW 1 : 12H SQUARE FORMED TOP WTH \ : : TROWELED AND TOOLED. FNSH : : TO MATCH SDEWALK. :.... : FNSH GRADE : t... fll,. : ' FORM 3 SDES WHEN ADJACENT TO / : ' l - 1 SDEWALK, 4 SDES WHEN -':} k E o /" 1 t:' N PLANTER AREA* /' 1 1:' o n-' CLASS "C" P.C.C. FOOTNG ---;_; L;:--' 1 t::::=nf DA. REGULATORY SGN CORNER BOLTS SHALL BE USED TO SECURE POST TO SLEEVE ANCHOR TO BE--..._ <!' f'l. NSTALLED. MORE THA -...[lil,f 2-1/2 ABOVE GRADE ['!.!).' /2" X 2-1/2" i i), X 12 12" --.. LONG SLEEVE 3" FLLET WELD./ ALL AROUND 2-1/4" X 2-1/4"----- X 12 3" LONG STEEL TUBE VJ DA. STREET NAME SGN POST ANCHOR SHALL BE 3" ANCHOR-MATE W/12" SLEEVE, ULTMATE HGHWAY PRODUCTS, NC. MODEL 9UM 225/325/12 OR APPROVED EQUAL [..(_ -::---PENETRATOR END CUT POST ANCHOR 1. ALL SGNS, POST, HARDWARE, MOUNTNG BRACKETS & NCDENTALS SHALL BE SUPPLED, ASSEMBLED AND NSTALLED COMPLETE AND N ACCORDANCE WTH THS STANDARD PLAN, THE STANDARD SPECFCATONS AND THE CALTRANS SPECFCATONS AND THE STATE OF CALFORNA, MUTCD, LATEST EDTON. 2. ALL SGN LOCATON SHALL BE DETERMNED BY THE CTY ENGNEER. FORM & EDGE 12" X 12" CONCRETE APRON 4" THCK WHEN NSTALLED N PARKSTRP OR DRT LOCATONS. 3. REGULATORY AND WARNNG SGNS SHALL BE PROVDED AND NSTALLED COMPLETE AND N PLACE AS REQURED BY THE CTY ENGNEER. 4. STREET NAME SGN MAY BE PLACED ON A REGULATORY SGN POST ONLY WHERE APPROVED N ADVANCE BY THE CTY ENGNEER. 5. REGULATORY SGN MAY BE PLACED ON A WARNNG SGN POST ONLY WHERE APPROVED N ADVANCE BY THE CTY ENGNEER. 6. A 36-NCH SZE STOP SGN MAY BE REQURED N SPECAL STUATONS AS DETERMNED BY THE CTY ENGNEER. 7. ALL STEEL POST AND MOUNTNG BRACKETS ANO HARDWARE SHALL BE GALVANZED AS SPECFED N THS PLAN AND N ACCORDANCE WTH SECTON OF THE CALTRANS SPECFCATONS. 8. REFER TO THE CTY OF REEDLEY STANDARD PLAN ST ALL TRAFFC SGNS SHALL BE.8 NCH THCK ALUMNUM; FACE SHALL HAVE A 3M #49 DG3 REFLECTVE SHEETNG WTH AN APPLED 3M #116 OR EQUAL GRAFFT FLM. SGN NSTALLATON REVSONS: SEPT. 216 CTY OF REEDLEY ST-44

45 BACKGROUND COL.OR,----, ENGNEER GRADE REFLECTVE GREEN LETTER COLOR: REFLECTVE WHTE LEGEND FOR NAME PLATE,;UFF'X AND BLOCK NUMBER BE 2H U.C... S-1 =}±F T N c 6" WDE x VARABLE LENGTH (24" MNMUM),.8" GAUGE ALUMNUM FlAT BlADE DOUBLE FACED, ENGNEER GRADE REFLECTVE SHEETNG. L _J SZES: STD. LENGTHS - 24", 3" OR 36" NAME PLATE NOTES FOR 6" STREET NAME SGNS: 1. STREET NAMES SHALL BE 4 NCH UPPER CASE, FOLLOWED BY 3 NCH LOWERCASE FHWA SERES C2EX. ALL OTHER LETTERNG SHALL BE 2 NCH FHWA SERES D2EX. 2. STREET NAME AND ADDRESS 1 NCH SPACE FROM EACH END. STREET NAME 1 NCH SPACE FROM TOP AND BOTTOM. 3. STREET ADDRESS AND STREET SUFFX 3/4" SPACE TOP AND BOTTOM. 4. LETTERNG SHALL BE WHTE REFLECTVE (3M 49) BACKGROUND SHALL BE ELECTRO CUTTABLE (3M 1177C) WTH 1/2 NCH CORNER ROUNDNG STREET SGN HARDWARE TABLE STREET SGN HARDWARE REFER TO TABLE MANUFACTURER ZUMAR MANUFACTURNG BLADE HARDWARE STYLE BLADE LENGTH 24" 13", 36n or 42" 88F9X 812F9X L 2" X 2" X 12 GAUGE JO SQUARE GALVANZED STEEL POST, PERFORATED 6" DOUBLE FACED FLAT BLADE STREET NAME SGN ALUMNUM PLATE THCKNESS TO BE.8". ENGNEER GRADE REFLECTVE SHEETNG DOUBLE FACED STREET NAME SGN HOLDER ASSEMBLY NOTE: 1. ALL STEEL BRACKETS AND HARDWARE SHALL BE GALVANZED N ACCORDANCE WTH SECTON OF THE CALTRANS SPECFCATONS. STREET NAME SGN REVSONS: SEPT. 216 CTY OF REEDLEY ST-45

46 BACKGROUND CO_ORio----, ENGNEER GRADE REFLECTVE GREEN LETTER COLOR: REFLECTVE WHTE AND BLOCK NUMBER BE 3" U.C. 9" WDE x VARABLE LENGTH (24" MNMUM),.8" GAUGE ALUMNUM FLAT BLADE DOUBLE FACED, ENGNEER GRADE REFLECTVE SHEETNG. LEGEND FOR NAME PLATE SZES: STD. LENGTHS - 24", 3", 36" OR 42" NAME PLATE NOTES FOR 9" STREET NAME SGNS: 1. STREET NAMES SHALL BE 6 NCH UPPER CASE, FOLLOWED BY 4.5 NCH LOWERCASE FHWA SERES C2EX. All OTHER LETTERNG SHALL BE 3 NCH FHWA SERES D2EX. 2. STREET NAME AND ADDRESS 1 NCH SPACE FROM EACH END. STREET NAME 1.5 NCH SPACE TOP AND BOTTOM. 3. STREET ADDRESS AND STREET SUFFX 1" SPACE TOP AND BOTTOM. 4. LETTERNG SHALL BE WHTE REFLECTVE (3M 49} BACKGROUND SHALL BE ELECTRO CUTTABLE (3M 1177C} WTH 1/2 NCH CORNER ROUNDNG BACKGROUND COLOR:o----, ENGNEER GRADE REFLECTVE GREEN LETTER COLOR: REFLECTVE WHTE NUMBER 12" WDE x VARABLE LENGTH (24" MNMUM),.8" GAUGE ALUMNUM FLAT BLADE DOUBLE FACED, ENGNEER GRADE REFLECTVE SHEETNG. LEGEND FOR NAME PLATE SZES: STD. LENGTHS - 24", 3", 36", 42" OR 48" NAME PLATE NOTES FOR 12" STREET NAME SGNS: 1. STREET NAMES SHALL BE 8 NCH UPPER CASE, FOLLOWED BY 6 NCH LOWERCASE FHWA SERES C2EX. ALL OTHER LETTERNG SHALL BE 4 NCH FHWA SERES D2EX. 2. STREET NAME AND ADDRESS 1 NCH SPACE FROM NSDE BORDER EDGE. STREET NAME VERTCALLY CENTERED. 3. STREET ADDRESS AND STREET SUFFX OFFSET 1-3/4 NCH TOP AND BOTTOM. 4. LETTERNG SHALL BE WHTE REFLECTVE (3M 49} BACKGROUND SHALL BE ELECTRO CUTTABLE (3M 1177C) WTH 3/4 NCH CORNER ROUNDNG REFLECTVE GREEN LETTER COLOR: REFLECTVE WHTE NUMBER 21 " WDE x VARABLE LENGTH (3" MNMUM),.8" GAUGE ALUMNUM FLAT BLADE DOUBLE FACED, ENGNEER GRADE REFLECTVE SHEETNG. LEGEND FOR NAME PLATE SZES: STD. LENGTHS - 3", 36", 42" OR 48" NAME PLATE NOTES FOR 21" STREET NAME SGNS: 1. STREET NAMES SHALL BE 12 NCH UPPER CASE, FOLLOWED BY 9 NCH LOWERCASE FHWA SERES C2EX. ALL OTHER LETTERNG SHALL BE 6 NCH FHWA SERES D2EX. 2. STREET NAME AND ADDRESS 2 NCH SPACE FROM NSDE BORDER EDGE. STREET NAME VERTCALLY CENTERED. 3. STREET ADDRESS AND STREET SUFFX OFFSET 1 NCH TOP AND BOTTOM. 4. LETTERNG SHALL BE WHTE REFLECTVE (3M 49) BACKGROUND SHALL BE ELECTRO CUTTABLE (3M 1177C) WTH 1 NCH CORNER ROUNDNG STREET g" ' NAME 12" & SGNS 21 " REVSONS: SEPT. 216 CTY OF REEDLEY ST -45A