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HomeMy WebLinkAbout1124-T i F r DIST. COUNTY ROUTE POST MILES SHEET . TOTAL TOTAL PROJECT NO. SHEETS 03 Sad 2 X I REGISTERED CIVIL ENGINEER o Qg�fESS/ONgI 301 30 I End 0.04 OGAC Surfacing �` I • . 12 + 25 tV i neya rd Ave �; D.C. 'Weaver • I � m I• N (Carnelian St ) 14441 r I PLANS APPROVAL DATE • �` EXP. rl9 CIVIL �P I lF OFC���FO�C, w 1 � Z Q I � I 1 Begin 0.041 J OGAC Surfacing Ld z I Remove Curbed Island and End 0.04' OGAC Surfacing 5 +00tRte 66 � place AC Surfacing 13 +00tRte 66 , a] / v QQ n w -- w z Remove exist . � w Curbed Islands -- -- — - - ----- - I _. �, ' I— - - - - - ---- - - - - - - w ¢ — � p 0.04' OGAC Surfacing 15' + 1 1 5 + + G o - �0� _ _ _ • X w (See Notes) ' - ROUTE o6 1- Exist : AC Surfacing t -r-- I ( FOOTHILL BOULEVARD ) < �— � - 8 9 ' I I � . o I20 , r I2 Ex i s t . PCC Paving � 0.70' ± Type 8 AC Surfacing - - - - - - - r--- - - - ___.____ — _ --- �-'-"IN ' - - - - - - - - --- -- ----- SUMMARY OF OUANTI TIES E u (See Notes R/W \ '� �/ r - Z 1 J LO.,AT I OV -1 - LOCATION 2 J 1 Asphalt Concrete � z Y TYPICAL CROSS SECTION • U U U Q I 10 +00 Rte 60' (Foothill Blvd) _ J Y) uScaleII Tons 329 Tons ¢ w -,- No Sca I e � °' I 10 +00 ft Vineyard Ave/Ca me I i an St (Type 8) Asphalt Concrete IIJ 256 Tons 159 Tens I z (Open Graded) t N% cc I i Minor Concrete I (Wheelchair Ramps) --- 2.2 CY NOTES Remove Traffic �r IIsland 10.2 CY 309.8 CY 1 . Existing Curbed Islands shall be excavated to the � ' w UJ I ' top of existing underlying PCC Pavement or 0.7' LOCATION 1 - I Begin 0.04' OGAC Surfacing � below flop of existing AC Surfacing, whichever is � _.._ '� less. ROUT' 6o AT VINEYARD AVENUE �I 30 ' 30 ' 1 7 + 75 Vineyard Ave ,J • 2. Top of new Surfacing to match slope of existing adjacent Surfacing as directed by the Engineer. r, � • • PLAN- E Sca 1 e: 1 " - 50' 10 +00 Rte 66 (Foothill Blvd) _ I 10 +00 Archibald Ave s I z Begin 0.04 OGAC Surfacing Remove exist . Curbed Island I Remove exist . Curbed Island . 6 + 40 t Rte 66 and place AC Surfacing I �? , and place AC Surfacing I �— End 0.04' OGAC Surfacing 0.04' OGAC Surfacing IVar 4.5' to 17 ' -+ , + (See Notes ' Remove exist . �- 6 ' , - 13 80 z Rte as ¢� ) N) T ROUTE oo T t 17 -+ !� I CU rr�ed 1 5 1 ands Exist . AC SI 4. a + r arfaci ng , + ( FOOTHILL BOULEVARD ) ' � s I " - 7 8 9 I a I 1� 14 I Exist . PCC Paving 307 ' -+ ( - - ' I 327 ' } T 0. 701 -+ Type B AC Surfacing !� (See Notes) ---- I - - - - - --- - R/W \ �. R/W TYPICAL CROSS SECTION Construct Standard ` Construct Standard rn Wheelchair Ramp I Wheelchair Ramp _ No Scale Case E 1 ( I T � C aseI rY wil LOCATION 2 ROUTE 06 AT ARCHIOALO AVENUE PLAN f „ _ 1 ALO T i ScaIe: 1 - 50 ' . SCALE A5 SHOWN rr CE D PLi�N4 3 Dc—OE-92—Pr= (P=V. 118-3) 5639,'43 C �� CIJ 032x2 EA 297501 1 i 1 � Dist Count Route Pest "df'es Sheet Total Y Tat-31 Fro' ct No. Sheets - , . 4$ S$d dab � � � �j• � , 01 TRAFFIC DESIGN ENGINEER R tered Civil Engineer. No IZI3� ( I i DAA APPROVED I ( I Cfl i I I l ( PPX3v92E WV " I i lobr CAB Lc TV i R/W at. / cl 1\\ FL1:1 F I-F - - - - - - - - T7— ZT -- - - -- TE oo FOOTHILL BLVD. - 97 DA ROU ( F-1 n - - -- --T - - - - - - - - - - - - - - - - � I t � i I 1 _ OT . >, El, W - - - - - - - - - - F� i ,. � LT 2 PP#1911 _ 3 I I ( I I I I I r; NOTA: ? 1 i I ,i a • ♦ t • a t • •t • t these N Location of utility facilities shown on these plans, I was ohi`aine� �i�n�r from owner 's records and/or from � . T Stare :surveys. 9` i �aions oft h risk facilities was established from ' I information furnisneld by the owner to the :Mate, by i �' 1 > ' Stat� survey:-) or by a combination or both. ` I , I Q I IUTILITVPLAN �i � Ell OCA110N 1 3 ROUTE 60 (r00T;�1IL L BLVD.) AT VIi�i1�'��RD AVE:. v i aJ� - - - ; U -W- 1 Uip O _ _ — (i _ - v'� Dist fount Route Rost Miles sheet Total Y I Totayl Pro�c+t No. I Sheets r 08 53d � I I TRAFFIC DESIGN ENGINEER Rem ered Civil Engineer I I No 12137 I I a I I DAM APPROVED 'T — � I � I . I I I I � I I l � - � � I I H ( 1 T _ El R/W _ - — F1 - -;A sMH — 'T \E1 r� �f I 1 ROUTE 60 (r(FOOTHILLBLVD. �_4 Pvc ++ ❑ I 1 � I I T � 1 I I1 _ - - - - - - - — (n " I W W — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — - — — — ` 1 t'..+',..".` " r ..mr. r• ,,, r r __ _— ..cra r __ _ ::s ar.w.. a+ -- r rrn+wr __ ' sr w..w r .rr.r�.. -a .r -_ .+ .r.r.+ r - 1 `\ \ /\ — - 'N SIV R / 1 � I o+0 NOTE S: I I - L Location of utility facilities shown on these dans, Ci I I was obtained either froom owners records rind/or from State surveys. . •�,� �-° 'ties wa estaei ish ec! r'rom I o; r_levaxllons of nigh risk fa ..il1 a • r r 1 the —tote, b y QI information furnished by the owner to the �ta�e, e I i State serve s or by a Combination of both. W1 y I I nI I I J01 91 I C7 I 1 C W C: T J, I UTILITY W I PLAN Q � � i U 01 s I LOCATION 0 I ROUTE bo (FOOTHILL BLVD*) AT AROHIBALD AVE. rn -r I Sale: 1 "=20' .TI I U ya rr I U — _ ly � I a a, Dist County Route Post Miles Sheet Totcl Total Proiect No. I Sheets 08 1 53d G � -:5, I TRAFFIC DESIGN ENGINEER registered Civil Engineer �o4 o7 0op 4' No04p I o7 Io6 I DATE APPROVED 06p1 I q /Y1 r 7 �2 or ¢4p � � �8p 37 �— 01 or I _j _ 7 V 7 3 I t� rn 08 o5 02p 7 r ,� 02 08p I 03 1 ---� . Exist 1"C,1 dlc, 1 0308 �2p add 2DLC I f ` ? E-xisting 120/240 volt service o2 & S3 & X73 8c 08 o4 & 8 1 & s�525 1 TYPE III (Southern California Edison) PEC I ' Shady Demand Sequence1 I $ 1 ` _ Exist. 1 1 /2"C,remove conductors, � r ► :Do � ► ► � install 05#8 I Jae' 1� F 3 TRAFFIC PHASE DIAGRAMS 2 P3 �' 4 R/W -,�I 3 I �� ', R A (� �' xi-t. 1 1 /2"C,remove conductors,install 3DLC DC -- - - -- -- -- - --- - - -- - - - - - - - - - - -r - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - — - � �o __�� To exist. o8 - - -- -- - - -- -- --- - -- - - ----- -- - - - - -- - - - -� - - - - - - - - - _- -_ - -_ Loops. 6J4U ROUTE 60 (FOOTHILL BLVD.) 8 � �� • • , eJ2L QJ2U oJ3L 3, X25-0' to 1 X-walk 3J9UEj jk 8J1U -1 8 111U 110U 230' to 213U X-walk , 212U 212L 3 02 . i - - - - - - - - - - - - -- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - I _ Post Miles Sheet Totn Dist County route Total Pro iect No. Sheets r-� >— � ��� sad TRAFFIC DESIGN n I I I ENGINEER � istered Civil Engineer No- DA1E. APPROVED 4 7 o5P <� o7 04p ' 00 I J I J } or r — _ r I I ukl� 02P 02 I ` i ¢rap -Cr---� 03 02p Exist. 1 "C,3dlr I o3 X89t service � I Exist. 120/240 vol } T e III 10 I r-� y� I (southern Calif. Edison) �4 & o7 } u PEC I 02 0o o3 & o7 o3 & 08 o4 08 ol o5 02 I } � Exist. 1 1 /2"C,3#8,3#10 Steady Demand Sequence F- --j F --1 } J I r I � ` C ' oP3 J J JL , 0 r- o3 1 A4 TRAFFIC Pi-1Asc DIAGRAM R/w �``� —��-.-,- \` \' 2f,r,3DLC,(� (� 1 1 /2°'C,1DLC ? DLC -- ----- _ -- -- /1 ,.{ — - -- ---- - ---- -- - - - --- ---- - - - ase ® ssmrrrsssrm+ xszarsssursaaaa.c+is9rsss JJ.`//\ J 3 _� u o.stir res - -�+ ss _a ruga s, sa vv rte / ' rF r —fib o �o D --- - -----------------_- --_--_—_—.--------- ------- ---------- — ' - _ oJ4U F-] o 6J2U J21- ROUTE oo FOOTHILL BLVD.) _ . 6J31- 280to X—walk r r� r ( 7131 !0 1 11 U 119U oJ9U 3JIU 2120 250' to X—walk) \� 213U 212E 3 02 s, 1A ' - - -- -- -- -- - - - - -- -- - - -- -- - --- ---- -- -- -- - - - '— ..H..zf a.,.�.,.�m �". w xa ue 4! ..mm y .--J '�Y 3�a r".-0.rs s,aaecaa •. ---:� � ` I / t f v-��. --ram,-- y-WS "r r 2 C,3DLC 1 � 1 /? C,1 DLC 1 1 /2 �,_DL� �u N ^ o7 o7 R/w I- ~ L /r-t i T —YF, I F L i J } I F xist. 1 "C 3dlc i L J v I 5 o } I Q rJ > I O T- FOF } X1 01 '-Y TR AFFIC ',SIGNAL L LOCATION u } Q }_r' ROUTE (FOOTHILL BLVD.) AT ARCHIBALD AVE . . � } 0' o I } U L ! L -J L I Q — a l '4 - r WORK _ _ . . .- . .. ..... - ' �2 7,� TH'I'S } N ACCURATE FOR — rCTRICA_ O` LY - - I j Post Moes I Sheet Totoi nty Disl, ! CouRoute Total Proiect No. I Sheets 08 1 II II TRAFFIC DESIGN ENGINEER egistered Civil Engineer II No. 1217 DATE APPROVED II I I I II I I I II I I I II I 1 I I II I I I L Lr II I I i I II i I I I II I � 2 A TT/1- R/W R/W • — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _iy I — — — - - — — - - - — — - - - � I I OAB I - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� r ROUTS- 66 ( F- 00THILL BLVD . ) DAB �- --r_ y I I I I LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ _ _ _ _ _ _ _ _ _ _ _ _ _ I I - - - - - - -- - - - - - - - -F29 , I ICJ CJ CJ C J r r I � » F F- Fn t � T�F: —_- -_— _ - - - - - _- - -�_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � L FA - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�- � F -1 F -1 r -1 f—1 F T1 I I L I LJ LJ LJ LJ ( I I - - - - - - - - - - - - - - - t- � F --1 F -1 F -I F I J � LJ I J LJ L A3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I ae I I _ _ _ - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ElsQ. e R/W I 11 7 I R/W rj - FA 2 �- m 0 I I I J _ J 11 I I I II 1 I ,J i II I Q II I i I - x I 0 o a I r 1 I TO, m CI I 1 Q'4 of pl I I EXISTING TRAFFIC SIGNAL CD I I . LOCATION 1 ROUTE 6 (FOOTHILL BLVD.) AT VINEYARD AVE. 1U SCALE: 1 "=20' 29704 �' Y R Total t Mile Project _ SheetNO. Sots j Dist Count Route 08 Sad ! f i F -1 TRAMC DESIGN ENGINEE gis{eyed Civil Engineer I No_ I Z7 137 I ( I I DATE APPROVED • I I I I II ( � � FSI FSI II I i � II I I Ir � ll I I I i I � � II F ! I I I ILII 2 • � I I I i II II I 1 I I i F- f] iF --1 lj � � il I � --- ,may _ j \ eIr- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -'_ -- -- � y I ,� ' E3 I — — — — — — — — — — — — — — — — — . ROUTE o6 (FOOTHILL BLVD. � � � ' I I rf � � I'>- � 1 J R O J ( ) 'I I I L4 I L J 11,A� r I I F T -, I I QJI LJ LJ — — — _ — — — — — — — — — — — — — — — — — — — — F —J_—� J =__=s- J —_ — — - - - - - - - - - - - - - - - - - - -I I EA - - - _ G— � � -- - - - - - - - - - - - - — — KE3 - - - - - - - - - - - - - - - T - - - - - - - - - - - - - - - I-1 n .� LJ JT L � ! i I �� I � I � 2 �jFq - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , i � ,1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I � R W \� " - - -T "- - — rTL ���— R/W �� _ I _� 1�- I i II L J I LJ I LJ / , 1 2II I � I _ I , A E I I I J� II I I > II a Q 0 EXI STING TR AF TI C SIGNAL IIL , i I LOCATION 2 !! I I ROUTE o6 (FOOTHILL BLVD.) AT ARCHIBALD AVE. o II I SCALE: 1 "= 20' m I I F -i"'IF -1 i II L J L I I U ry • .o `vY I Q I F — 4 n. c< IL 297504 Fcst 6!il s i Sheet iotci /D,isQQt i C[aur�t{Iy Route Toic� Fro iect i t•Ja 1 Sheets gE TRAFFIC DESIGN ENGINER gistered Civil Engineer No. 1z /37 LO CATION 2--ARCHIBA►D AVE. DATE APPROVED i_OCATION 1 —VINE YARD AVE• POLE AND EQUIPMENT SCHEDI�L CONDUCTOR AND CONDUIT SCHIEDULr I CIDH PILE AWG OR CONDUCTOR RUN NUMBER STANDARD VE H SIG IPTG PED SIGNAL PPS HPS E r FOUNDATION F .. 2 3 A5f AWIAV�- 1, — SPECIAL REC�UIREf��cC�TSCAB L_ LI � � Via. � Mast30 �-3 3 3 � � � Tyke Sig M.A. L��m M.A. Arm Pale � MTG ,t� Arro�� No. 14 2 3 3 3 3 3 3' p ! 3 _ _n = 12' `,� [ SV-1—T 0 SP-1—T 8 -- 2DOW G-7 ARCHIBAL D AVE. 3 2a 4 �0 45 MAS 4 p 3 3 3 - --� 3 3 ! Tv-1—T 8 SP-1—T 6 ^ � � 5 3 3 3 3 B 1� I © 3 3 ^ _ I LVD. 8' 3 3 3 3 — — 35' 1 9' 2 SV-1—T 4 SP-1—T 0 =— 200th' G 7 FOOTHILL B 7 3 3 3 3 ( 3 � I C 24< 4 30 MAS 6 3 7? 2 2 ?_ 2 [� 1 A TV-2—T 0 SP-1—T 2 2 I I 4 _ E 2 Y 4? � 2 ^ � _ 2 �- _ — 2 SP-1—T G-7 ARCHIBALD AVE. 8 4 2 26-4-80 .5 12 �V 1 T 200�`d 6 2 2 2 2 2 o MAS , 2PP3 2 ? 2 2 1 r 1 TV-1—T 4 SP 1—T 2 4i=?a 2 — 1 G-7 r O0 TI BLVD 8 8??B 2 1 1 24—$-80 35' MAS 12' 2 SV-1—T 8 SP-1—T 2 E-- 200W 8??8 9 � ??B Common 1 1 1 1 1 1 1 1 H 1 A TV-2—T 2 SP-1—T S?ares 0 3 3 3 3 3 3 3 I SET 16' 16' t 62 39 32 28 22 13 22 13 TOTAL LIN r TOTA_. No 14 EXISTING STANDARDS Signa[ Common 1 1 1 1 1 1 1 1 No.10 ToTA► N0.10 1 1 1 1 1 1 1 1 Luminaires 2 2 2 2 2 2 No.8 1 LOCATION 2—ARCHIBALD AVE. GFCI Ground 1 Signal Service 2 2 CONDUCTOR AND CONDUIT SCHEDULE TOTA! No.8 3 2 2 2 2 2 CONDUCTOR RUN Ni1MBER ANG OR 6 8 A9AA _ 2 t t= ?HAS r 1 2 3 4 DLC 1 Detector 2 CA9—. ' 2 Detector 3 3 3 1 6 3 3 3 3 3 3 3 3 Detector 2 2 2 2 ? No. 14 2 3 3 3 3 3 4 Detector 3 3 3 3 3 5 Detector 2 2 2 4 6 3 3 3 3 3 I 5 5 3 T 3 6 Detector 7 Detector 2 6 3 3 3 3 !, 8 Detector 3 3 3 3 3 7 3 3 3 3 TOTAL DLC 22 10 10 5 5 8 7 7 ^ 3 3 3 2 2 2 2 2 4? 4 2 2 2 y. 3„ 3" 3=, 3 s? 2 2 2 2 CONDUIT SIZE 3 2 4 2 2 2 a. 8? ti 1 y 4�?a 2??B 2 2 2 1 1 EXISTING CONDUIT 3 3 2 1 1 1 1 1 1 3„ e??B 2 2 1 EXkSTiNG CONDUIT 2 8??8 ??k3 Common Sures 6 3 3 3 3 3 3 3 • LOCATION 1 —VINEYARD AVE. TOTAL No 14 60 28 22 13 32 28 22 13 POLE AND EQUIPMENT SCHEDULE Signal Common 1 1 1 1 1 1 1 1 t No-10 TOTAL No.10 1 1 1 1 1 1 1 CIDH PILE 2 2 2 2 2 2 STANDARD VEH SIG MTG PED SIGNAL PPB HPS FOUNDATION No.8 Luminaires . SPECIAL REQUIREMENTS GFCI Ground Mast Pole Arrow LUMINAIRE 30,0 42" Signal Service 2 2 No. J� MTG I� Type Sig M.A. Lum M.A. Arm 3 � 2 2 2 2 2 �-- 200w G-7 VINEYARD AVE. 8' TOTAL No.8 ^— —80 45 12' 2 SV-1—T 6 SP-1—T 4 DLC 1 Detector 1 E ® 20 4 MAS 2 Detector 3 3 3 3 3 r- 2 2 0 B * 1 A N-1—T 4 SP-1—T 3 Detector $, 4 Detector 3 3 3 2 2 2 2 SV--1—T 8 SP-1—T 20OW G-7 FOOTHILL BLVD. 2 2 C 19-4-80 30 12 5 Detector a o MAS 6 Detector 2 I I TV-2_T 0 SP 1— 8 7 Detector 2 1 2 2 O * 1 A 8' 8 Detector 3 3 10 r r 2 E-- 20OW G-7 VINEYARD AVE. TOTAL DLC 18 5 10 0 26-4-80 45 12 SV-1—T 2 SP-1—T 8 z MAS _ 9 C TV-1—T 8 SP-1—T W 0 *1A . _ � BI VD. 8' CONDUIT 5[ZE 1 �• 3 2 200W G 7 r OOTr♦ILL G 19-4-80 30' 12' SV-1—T 4 SP-1—T o MAS EXISTING CONDUIT 3., 3=� 1 1 )2-? 1 1 • * 1A TV 2—T 2 SP-1-T 4 --> SPECIAL ELECTRICAL o O r rr r' 16 2 3'' 2=' 2=� 1 y' ` TOTAL LINEAR FEET 10 EXISTING CONDUIT 3 EXISTING STANDARDS DETAILS 0 E - 5 J Is 297504 - - _J Dist Daunt Routs Rost Miles Sheet Total Y Total rro'ect No. Sheets os sod 11/0 6 ,1. TRAFFIC DESIGN ENGINEER Re ° ered Civil Engineer No X2137 DATE APPROVED STATIONARY MOUNTED CONSTRUCTION AREA SIGNS TYPE PANEL SIZE NO. OF POST AND SIZE I EACH C13 00'X24' 2-4"X4' 4 LOCATION 1 —VINEYARD AVE. CI8 48'X48' 2-4'X6' 4 SIGN SUMMARY 21 � 44 •� NOTE: EXACT LOCATIONS TO BE DETERMINED BY THE ENGINEER. ° f U-72 I L � r! Z —' . TION MESSAGE45 C18 z LOCA T 1 G7 Standard A Vineyard Ave. X 2 G7 Standard C Foothill Blvd. X C13 � C13 C18 � AEU ROUTE , 3 G7 Standard � Vineyard Ave. X . C18 Q C13 4 G7 Standard G Foothill Blvd. X C13 TO ry- Total T q) 0 170 volt service S J J I --� Q r � HE I - C18 �-- ry t mincaires LOCATION 2—ARCHIDALD AVE. to CONSTRUCTION AREA SIGNS No Scale SIGN SUMMARY test • 0 switch ry - CONTACTOR W � ; 0 7-1 W U. LOrA71nyEssAGE r WIRING DIAGRAM rn j r TYPE 111 PHOTOELECTRIC CONTROL ©� 1 G7 Standard A Archibald Ave. X �I 2 G7 Standard C Foothill Blvd. X j 3 G7 Stcndard E Archibald Ave. X 'j ofG7 Standard G Foothill Blvd. X �, of F-1 1P 1 p 1 oM 1 C F 6x v Typical _ Ct b 1 o' F] 30' Ji r I I vl LOOP OR D1MENSION DETAILS i EL SPS ! AI_ ECT� I SAL LTAIS t Q, E - 6 C) L y T, i i � r , s .r Cist County Route Past Miles Sheat Tota! Total Pro° ct ^• No. I Sheets F31 tV 6. 1 Iq) TRAFFIC DESIGN ENGINEER gistered Civil Engineer No !2137 DATE APPROVED • i I I i I I co ,N cV •q •Q �© � ( I l 12' 1 9' 111 \� I 80' — Detail 38 ROUTE UO (FOOTIHILL BLVD.) � Detail 12 9 -r- Detail 12 F31 100 — Detail 22 `y _ � - 100' Detail 38 - - Detail 32 - - - - - - - A �` �' ,I - - - - - - - - - - - - - - - - - - - — — - - - - 100' — Detail 38 - - - - . - - - - --fi- - - -�- - �r 100' — Detail 22 c� Detail 32 Detail 12 1 i�1 I Detail 12 10 (typical) Detail 278 - - - - _ Detail 139 1 -PH RMOPLASTIG INSTALLATION AND QUANTITY SUMMARY � 10, #' STRIPE 4' SOLID 3' SOLD r*W-�CTIW- PAvT MARKERS STRIPING NQTES: DETAIL DE SGRIPTIGN "` LrCATiCN QUANTITY PAVT MARK BROKEN STRIPE STRIPE . � � �� ! 1 Conflicting striping and pavement markings shall m I C:, 'r) r be removed as directed by the Engineer. TRAFF IG STRIPING I ! I 22 4 DDI Yellow Rte. 0o — Doth Roadbeds 200 12 I � l [2] A of thermor�Iastic T e IU i ) or �) Arrow, as re +sir?d. Apply Type (L ( 9 y 22 Ta DDI Yellow Nlneyard Ave. -- both Roadbeds 10-0 10 ! 0I i0o ! Location to be determined by the Engineer. 12 4' Broken Rte. coo — both Roadbeds 1200 32 r F,31 A ply thermoplastiC "SIGNAL ANEAD" ;pavement marking12 T' Broken \fineyard Ave. both Roadbeds 1200 + Apply 32 Two—way LT Lane, Rte. 0'0' — both Roadbeds 400 4o .5 l I onto existing markings. J I y Vineyard Ave. — bath Roadbeds T30 X30 New striping and/or pavement markers shall meet CLI 32 Two—way L T Lane { � z � � Line � 6� -- � 2�0 17 existing at overlay limits. bath Roadbeds�,� � Sold R t�. b � � { 'J 01 33 13� Solid Line Vineyard Ave. – both Roadbeads ! 1`�0 1 I I i I 3 L it– turn lane shall he centered on the centerline. 2731 Rt. Fdgeline Rta. 0 Tc 0 J o 12 R AVE�.'ir NT MARKINGS � � J � a) 1Z3 1 ..0 P 7Go l Grn_S3Waik Rt... �� and Vn yard Av... � I Type IV (L) ArrowrRtr. 0o and 1�neyard Ave. + ou ! ! -17 , p� Type IV (R) Arrow Rte. as 1 ( 1 ci _ i , I ' j s SIGNAL" Rt . oo and Vineyard Ave. 3 ! 2oa l l _ . , I P ,�, VF c i�J i DELINEATION 'Af-IrAD ' Rte. '00 and Vineyard Ave. l E� I 24-3 I _CI l i n i Location 1 C t in g,ancies -5 160 SD 22 7 7 _ Route 80 r+oothiil Blvd.) fI ;•u�,,iI v, _ g _ r J Blvd_. at Vineyard Ave. TCD -3 1 ,�a, J-53_? :_J 0 1570 1 2 38 14Sale: 19 =20 ' S D - 1 i 297504 s D'st Count Route Post Miles Sheet Total Y Total Pro'__t No. Sheets o$ sad I I F31I U I TRAFFIC DESIGN ENGINEER Registered Civil Engineer • I I No 12137 DATE APPROVED i ! 10 10 11 11 ' i I I I I �- � I -a.1 I E` 00 cc 04 I v V_ I v 0 v �` I oQ ® Q I i -- — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' 125' - Detail 33 ROUTE= oo (FOOTHILL BLVD.) Detail 12 ' `— Detail 12 2 [31 100' - Detail 22 - �, ' 100' - Detail 33 i - - - - - - - r - Detail 32 Detail 32 - — 100i - Detail 22 "� 100 Detail 3a Cj • Detail 12 F-3] r ' Detail 12 I 10 (typical) - - - - - - - - - - - - - - - - - - - - - - — _ 3� � -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - D ..tail -PH ERMOPLASTIC INSTALLATION AND QUANTITY SUMMARY00 Y" @RQXrEN 4' SCUD a' SQUl) RaILECIVE ?AVT Mates �1 rETAIl. DESCRIPTION LOCATION QJANTIT( ?AVT MARK STRIPE STR1Pr STRIPE �"" �� _ •`' I (U'� (f) TYr= r; TYPED ,I •� -� n NO. � TRAFFC STRIPING 1 y I I I 1 �2 T=' �! Y�Ilory Rte. �+� — both Roadbeds 400 i , �- ? 10 ? ., �l Y Ilow Archibave. -- both Roadbeds � 4130 �' I � a ! 0 Archibald A t�� Route 00 — both Roadbeds I i )n0 12_ 4 Broken 1? Srokn Archibald Av -- both Roadbeds 200 ri 32 TNo-.,;vay 1 T !ani Rte. bd -- Both Roadie d wo 80002 > � 3' Solid Lina R ta. nb both Roadbeds ��'� i y3 200 1 % I i Q33 8* id Lin- Archibald Ave. -- Both Road d21 I I i I PAVEMENT MARKINGS i ilip lip 1 11 / 20I �f 3 ;h :vallC Rte. 060' and Archibald Ave. oa IV L ) Arrovi _hibald Ave.ve. C i� - ,> T�pa IV (R) Arrow Rig. do and Archibald Ave. Rte. oo� and Archibald Ave.'na NALa `I JJ I 777 � I :a o � and Archibald �✓ • . ATI__jRta. ? VEEEIN ' ON 1s i= W R a -a I v II I Location _ ; R V Ji i fin i r ++ ° I : , �.s �. �� out _ 60 6 (Foothill Bird.) ® � �rrhifll� Ave. c } j �«-� i - " �(� 23,) 1 -,1380, 4 0 8� � i '.°5 i p .s 20s 1 J o PD - ? � - _ - r