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Home My Public Portal AboutBase Failure Repair and Street Resurfacing Phase II 2001-2002, Project No. 09-90-89.12-292001 - 2002 BASE FAILURE REPAIR & STREET RESURFACING - PHASE PROJECT NO 09-90-89.12-29 SHEET # SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET 1 2 3 4 4 5 5 6 6 7 8 9 9 10 11 11 12 13 14 14 15 16 16 17 17 18 18 19 19 Sap FRANCISCO @4'r $L;RLiNC4ME LOCATION INDEX TITLE SHEET & LOCATION MAP. LOCATION "A" ALAMEDA DE LAS PULGAS - 31ST AVE. TO WEST HILLSDALE BLVD. LOCATION LOCATION LOCATION LOCATION LOCATION LOCATION LOCATION LOCATION LOCATION LOCATION "K" LOCATION LOCATION LOCATION "N" LOCATION LOCATION LOCATION "Q" LOCATION "R" LOCATION LOCATION "T" LOCATION LOCATION LOCATION LOCATION LOCATION LOCATION LOCATION LOCATION "B" „C„ „D„ „E„ „F.. „G„ „H„ "I" 5TH AVE. - RAILROAD AVE. TO EL CAMINO REAL ,.Jf SAN FRANCISCO Bar 41ST AVE. - BAYVIEW AVE. TO BERESFORD ST. WARREN RD. - OCCIDENTAL AVE. TO EDGEWOOD RD. OCCIDENTAL AVE. - CLARK DR. TO POPLAR AVE. HUMBOLDT ST. - PENINSULA AVE. TO POPLAR AVE. (TO BE PERFORMED THOMAS CT. - IDAHO ST. TO CUL DE SAC 2ND AVE. - QUEBEC ST. TO EAST END QUEBEC ST. - 2ND AVE. TO PECK AVE. „L„ „M„ „0„ „P„ "s" „U„ ..V„ „W„ „X„ „Y„ "Z" SANTA CLARA WY. - BRANSON DR. TO SARATOGA DR. "AA" PLAYA ST. - LOS PRADOS ST. TO CUL DE SAC "AB" MARISMA ST. - PLAYA ST. TO CUL DE SAC 5TH AVE. - EL CAMINO REAL TO VIRGINIA AVE. 7TH AVE. - AMPHLETT BLVD. TO HUMBOLDT ST. 9TH AVE. - DELAWARE ST. TO RAILROAD AVE. DELAWARE ST. - 5TH AVE. TO 10TH AVE. RAILROAD AVE. - KESWICK LN. TO 16TH AVE. 16TH AVE. - GRANT ST. TO RAILROAD AVE. 16TH AVE. - EL CAMINO REAL TO EAST END NORFOLK ST. - DALE AVE. TO KEHOE AVE. ADAMS ST. - CLEVELAND AVE. TO HAMLET ST. SHOAL DR. - ARMADA WY. TO SEXTANT CT. 23RD AVE. - EL CAMINO REAL TO ISABELLE AVE. POLHEMUS RD. - TICONDERROGA DR. TO TOWER RD. RANDALL RD. - CLEARVIEW WY. TO WHITECLIFF WY. PALOS VERDES DR. - GLENDORA DR. TO OVERLAND DR. PALOS VERDES CT. - PALOS VERDES DR. TO CUL DE SAC SARATOGA DR. - E. HILLSDALE BLVD. TO SANTA CLARA WY. LAST) y;i_LChjjlfU:CH o• \Propct.\P osaR.\Dp.\(Covm)SHEC„ 2/3/2002 AS BUILT I *, GRIND & • FORM GRIND & CONFORM 2 { ND& i �... ORM! TALL 10'3 DE T. 4 INSTALL 10.3 DET. 4 INSTAL. 190'3 BET. 10 POST 'CONSTRUCTION SCHEDULE" SIGN. SEE NOTE BELOW ALAMEDA GRIND 0.15' AC L.O.G. TO L.O.G. zz1////////////, .1_._ BASE FAILURE REPAIR MIN. 4' VARIES //l///_/// CONCRETE IERIMI ISLAND OVERLAY 0.15' AC OVER PETROMAT INSTALL PETR❑MAT 2' FROM L.O.G. TO L.O.G GRINDORM h / / CCNF BL. FLEC ALAMEDA DE LAS PULGAS TYPICAL SECTION NTS - IN TALL tAQ.3 DE . 10 INSTAL 210'3 BL• • DEFLEC BLUE DEFLECT YELL X -WA • 'EFLEC .r POST "CONSTRUCTION SCHEDULE - SIGN. SEE NOTE BELOW •' ND h; CONFORM' • F1EUS*,_i - INSTALL 10 •'3 . 10 NSTALL 10'3 DET.1 DELETED MIS s WORK WAS' I•LTEI RROW'I`IIR_. � CONTRACT ON AS 5/21/02TA AS OTIS CHAN. PULGAS \OTE: ALL CROSSWALKS, LIMIT LINES, STOP BARS AND LEGENDS ARE WHITE UNLESS SHOWN OTHERWISE. THERMOPLASTIC PAINTS ARE NOT REQUIRED ON THIS PROJECT. GRINDING SHALL TAKE PLACE DURING NORMAL HOURS. PAVING SHALL TAKE PLACE ONLY ON ONE (1) WEEKEND. ALL OTHER RELATED WORK CAN BE DONE DURING NORMAL BUSINESS HOURS. CONTRACTOR SHALL POST "CONSTRUCTION SCHEDULE" SIGN AT LEAST TWO (2) WEEKS PRIOR TO CONSTRUCTION AT LOCATIONS SHOWN ON THE PLAN. (SEE SP -7-10.1) • INI• • S Sl sc IINC INSTALL 10.3 DET LEGEND L.O.G. LIP OF GUTTER EXISTING CB EXISTING MH WATER/GAS VALVE UTILITIES BOX/MH CITY MONUMENT STOP BAR (12' TYP.) STOP BAR STOP SLOW SCHOOL CROSSING BxE BIKE LEGEND LANE LEGEND BIKE LANE ARROW PARKING T'S i GRIND & ICONFORM M 0 r m ♦— J D 07 co DESCRIPTION LJ I — a Q W �C) 0. En <- W Q 0 5 ni 2 _J —' W a- a_z 1Z , �o JZ D QU oH- u` Q <z W N� o0 Q D < 0 mN _,z W 4< Nir z Q Q OW = a. N W z1 re 0 E -z r ON vi O O� 1-- Nt —'cn SURVEYED BY: a 0 0 z 0 0 M.O. DATE:11/2001 DESIGNED/DRAWN BY DATE: 2/2002 CHECKED BY: 0.C. PROJECT NO.: 09-90-89.12-29 CASE 1 DRAWER 10 SET 50 SHEET_2 OF 1 9 C rose'\M•••EN\D,p.\OY EET2 2/2/2002 AS BUILT M O L.1 H C X49 GRIND 0.10' AC L.O.G. T ❑ L.O.G. OVERLAY 0.10' AC ///////////////////////////////// BASE FAILURE REPAIR 16» MIN. 4' VARIES 41ST AVE. TYPICAL SECTION NTS \ OTE: ALL CROSSWALKS, LIMIT LINES, STOP BARS AND LEGENDS ARE WHITE UNLESS SHOWN OTHERWISE THERMOPLASTIC PAINTS ARE NOT REQUIRED ON THIS PROJECT. LEGEND L.O.G. LIP OF GUTTER EXISTING CB EXISTING MH • WATER/GAS VALVE i• UTILITIES BOX/MH STOP BAR (1 2) TYP.) STOP BAR STOP SLOW S 3 H J_ 5 m C DESCRIPTION Z 0 (no 5z Li w I- a C w 1— a C E Q 1-- aN WQ - it J w .0 a w- 3 0 <c J D I-- Cr QU cn� Wo` 0 m� my Q3 : o mN zz W o< N 12 E= z 0W o_1 N W _J a_ C') r- I- z ON I N SURVEYED BY: d z 0 0 CO DESIGNED/DRAWN BY: M.Q. DATE:11/2001 DATE: 2/2002 CHECKED BY: 0.C. PROJECT NO.: 09-90-89.12-29 CASE 1 DRAWER 10 SET 50 SHEET___OF _ C Vro}c!.\MowW.\D.p.\Ue)SCCT3 2/7/2001 AS BUILT 0 iv \'1 lb I / 4 1 i Hag, I / g t1DG-EWOOD 1 �i 2 7 554 N • J 535 6 Al N 29 BLUE 0) 0 577 7 "—T r- 37 0 20 AvE J7 N l 077 0ce\ �(.l Z.}" INSTALL 8dt DEj 23 \\ �\ ``I / 1 INSTALL 40't DET. 23 640 // UTIUTY MH / / INSTALL 413't DET. 23 / / GRIND 0.10' AC BASE FAILURE REPAIR MIN. 4' NOTE: VARIES OVERLAY 0.10' AC WARREN RD. TYPICAL SECTION NTS ciptt 01 / 424 425 410 AVE 42) BASE FAILURE REPAIR MIN. 4' VARIES ALL CROSSWALKS, LIMIT LINES, STOP BARS AND LEGENDS ARE WHITE UNLESS SHOWN OTHERWISE. THERMOPLASTIC PAINTS ARE NOT REQUIRED ON THIS PROJECT. INSTALL DV* 409 REFVe INSTALL 50.4 N OVERLAY 0.15' AC OCCIDENTAL AVE. TYPICAL SECTION NTS GRIND 0.15' AC reji / / / TALL 38;t DET. CD �\ ' CURB ONLY ADDED LEGEND LUG. LIP OF GUTTER IMI • PEP ir EXISTING CB EXISTING MH WATER/GAS VALVE UTILITIES BOX/MH STOP BAR (1 2' TYPO STOP PEDESTRIAN CROSSING TYPE III (L) ARROW F a m D_ w W Z t7 Z DESCRIPTION z O Vl 5z wcc 0 U W 0 Jo (Du 7(6 0 aim <3 LLJ min (2z Nre oidE- co SURVEYED BY: DESIGNED/DRAWN BY: M.O. DATE:11/2001 DATE: 2/2002 CHECKED BY: 0.C. SCALE: 1'=40' PROJECT NO.: 09-90-89.12-29 CASE 1 DRAWER SET 50 AS BUILT 0 0 c - 1< i l f roRt 110 DET. POST *CONSTRUCTION SCHEDULE SIGN. SEE NOTE BELOW 864 860 861 85) % 853 (J r- r J { 8J5 8 -6 849 rr 85 .2 848 84L- 840 HUMBOLDT 847 BLU RE CTOR 841 837 843 839 ((')36 PL.) . >, 8 ,2 U 828 8 3 874 820 816 812 ') I ("1% rim i !"?/1 �' i'^ �. 31 r i 9 2 , 825 823 819 NO BASE FAILURE NO CONCRETE WORK 821 I ST. BLUE ZECTOR 813 5 i 209 807 805 7.81 II0 W CITY 014 NT 8E3 7S DET. 4 N W- \ Z w W N -7'i i / ` i CONCRETE STREET 722 HUMBOLDT } I C) \J X0-0 N 1 N 0 r 0 7(i;` /0L L LEBL CTOR CD 1 12't EXISTING LI BOX INSTALLED 4)_HANIDHOLF S GRIND 0,15' AC L.❑.G. TO L.O.G. INSTALL FOUR (4) TYPE *A' OR -0* DETECTOR LOOPS AND HANDHOLE. CONSTRUCT ALL WIRES AS PER CALTRANS STANDARD. EXISTING - FULL BOX • '\ 1 i i ' \ — Eps- n+o OE) �� I PULL BO% S HUMBOLDT ST. TYPICAL SECTION NTS NOTE: OVERLAY 0.15' AC CONTRACTOR SHALL POST "CONSTRUCTION SCHEDULE" SIGN AT LEAST TWO (2) WEEKS PRIOR TO CONSTRUCTION AT LOCATIONS SHOWN ON THE PLAN. (SEE SP -7-10.1) HUMBOLDT ST. BETWEEN PENINSULA AVE. TO POPLAR AVE. SHALL BE PERFORMED LAST. 3; ? 344 1 343 II IDAHO ;�ST L OTE: GRIND .10' AC L.O.G. TO L.O.G. OVERLAY 0.10' AC y12.If- BASE 6' 2. FAILURE REPAIR MIN. 4' VARIES THOMAS CT. TYPICAL SECTION NTS f ALL CROSSWALKS, LIMIT LINES, STOP BARS AND LEGENDS ARE WHITE UNLESS SHOWN OTHERWISE. THERMOPLASTIC PAINTS ARE NOT REQUIRED ON THIS PROJECT. GRINDING SHALL TAKE PLACE DURING NORMAL BUSINESS HOURS. PAVING SHALL TAKE PLACE DURING ONE (1) WEEKEND BETWEEN PENINSULA AVE. TO POPLAR AVE. ALL OTHER RELATED WORK CAN BE DONE DURING NORMAL BUSINESS HOURS. L.O.G. LIP OF GUTTER EXISTING CB EXISTING MH WATER/GAS VALVE UTILITIES BOX/MH • CITY MONUMENT STOP BAR (1 2' TYP.) STOP BAR STOP o TYPE "A" DETECTOR LOOPS .7` TYPE IV (L) ARROW TYPE VII (R) ARROW ass EXISTING PULL BOX LEGEND hthl • S M 0 W 0 0 >- m DESCRIPTION W I- 0 D_ L.1 w z 0 z w W 0 0_ a U Q W cn l--- wQ <� Et 0' Wa 1-z N 1 00 �In 0 1''Q oz LL Nre 00 m mN Dz W =Q Nit z ❑W 0, Q NW wa LE c z 'r D- ON Qm Nel 0 (f) J I- C U W cc SURVEYED BY: 0 z 0 DESIGNED/DRAWN BY: M.Q. DATE:11/2001 DATE: 2/2002 CHECKED BY: O.C. SCALE: 1"=40' en 0 PROJECT NO.: CASE 1 DRAWER 10 SET 50 SHEET__ OF L 9 tVrQNd+.\WwwWw' A(35e39*ns 2/1/2002 AS BUILT k NO BASE FAILURE NO CONCRETE WORK GRIND 0.10' AC L.O.G. T ❑ L.O.G. \CTE: OVERLAY 0.10' AC 2ND AVE. & QUEBEC ST. TYPICAL SECTION NTS ALL CROSSWALKS, LIMIT LINES, STOP BARS AND LEGENDS ARE WHITE UNLESS SHOWN OTHERWISE. THERMOPLASTIC PAINTS ARE NOT REQUIRED ON THIS PROJECT. GRINDING SHALL TAKE PLACE DURING NORMAL BUSINESS HOURS. PAVING SHALL TAKE PLACE ON ONE (1) WEEKEND FOR QUEBEC ST. BETWEEN PECK AVE. AND SECOND AVE. ALL OTHER RELATED WORK CAN BE DONE DURING NORMAL BUSINESS HOURS. I • LEGEND L.O.G. LIP OF GUTTER EXISTING CB EXISTING MH WATER/GAS VALVE UTILITIES BOX/MH STOP BAR (1 2' TYP.) STOP BAR $ STOP PED PEDESTRIAN XING CROSSING M O w a O >- w DESCRIPTION N N Lai r 0 C, Z O_ (nO 5z w cn cn U w mz Do 0 I— F- cn 0 0 Q Q 0 C z 0_ U) w r a 0 SURVEYED BY: w a 0 0 Z 0 w DESIGNED/DRAWN BY: M.O. DATE:11/2001 DATE: 2/2002 CHECKED BY: O.C. SCALE: 1'=40' PROJECT NO.: 09-90-89.12-29 CASE 1 DRAWER 10 SET 50 SHEET_6 OF 19 CVr.µi.W...S.WgA(1elf)9* ns 2/7/2002 AS BUILT k W GRIND 0.15' AC L.O.G. TO L.O.G. VARIES POST "CONSTRUCTION SCHEDULE" SIGN. SEE NOTE BELOW OVERLAY 0.15' AC OVER PETROMAT INSTALL PETROMAT 2' FROM L.O.G. TO L.O.G 5TH AVE. TYPICAL SECTION NTS INSTAh 135'3 • T. 4 GRIND & CONFORM.... INSTALS 135'3'1. 4 STALL 4 POST 'CONSTRUCTION SCHEDULE' SIGN. SEA NOTE BELOW 6-A LOOPS INSTALL EIGHT (B) TYPE 'A' Cft 0 DETECTOR LOOPS AND HANDHOLE. CONSTRUCT ALL MIRES AS PER CAL TRANS STANDARD. EMS. HANDHOLE u TTLIrr 1411 \ OTE: CONTRACTOR SHALL POST "CONSTRUCTION SCHEDULE" SIGN AT LEAST TWO (2) WEEKS PRIOR TO CONSTRUCTION AT LOCATIONS SHOWN ON THE PLAN. (SEE SP -7-10.1) LOCATION OF "PARKING T's" SHOWN ON PLAN ARE APPROXIMATE. CONTRACTOR SHALL MARK THE EXISTING LOCATION OF ALL PARKING T's PRIOR TO GRINDING AND SHALL INSTALL PARKING T's AT THEIR ORIGINAL LOCATIONS. LOCATION OF DETECTOR LOOPS SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR SHALL MARK THE EXISTING LOCATION OF ALL DETECTOR LOOPS, HANDHOLES AND PULL BOXES PRIOR TO GRINDING AND SHALL INSTALL THE DETECTOR LOOPS AND HANDHOLES AT THEIR ORIGINAL LOCATIONS. ALL CROSSWALKS, LIMIT LINES, STOP BARS AND LEGENDS ARE WHITE UNLESS SHOWN OTHERWISE. THERMOPLASTIC PAINTS ARE NOT REQUIRED ON THIS PROJECT. S .? LEGEND L.O.G. LIP OF GUTTER EXISTING CB EXISTING MH WATER/GAS VALVE �• UTILITIES BOX/MH 0 EXISTING HANDHOLE Q DETECTOR LOOPS 25 NUMERAL LEGEND STOP BAR (1 2' TYP.) STOP BAR STOP TYPE IV (L) ARROW PARKING LEGEND w I- 0 DESCRIPTION a z 0 CA >z cc w F - Q 0 F w F - Q 0 I—' 0 SURVEYED BY: 0 z 8 DESIGNED/DRAWN BY: M.Q. DATE:11/2001 DATE: 2/2002 CHECKED BY: O.C. SCALE: 1-= 40' PROJECT NO.: 09-90-89.12-29 CASE 1 DRAWER 10 SET 50 SHEET 8_OF 1 g C 'font w. SRAD.y.Vn)71EITS 2/7/2002 AS BUILT M O W F- 0 4 4 - GRIND 0.10' AC L.O.G. T ❑ L.❑.G. -NO BASE FAILURE CONCRETE STREET OVERLAY 0,10' AC 7iiiii//iiiii/i//i<1//iii////iii/iii/i//ii/i//ii BASE FAILURE 6-8" REPAIR \OTE: MIN. 4' VARIES 7TH AVE. TYPICAL SECTION NTS BASE FAIL 12'x 13' INSTALL 110'3 DET. 39 ALL CROSSWALKS, LIMIT LINES, STOP BARS AND LEGENDS ARE WHITE UNLESS SHOWN OTHERWISE. THERMOPLASTIC PAINTS ARE NOT REQUIRED ON THIS PROJECT. GRIND & I CONK I: L HANDIC - R P ER CALM SID. ▪ ' CURB REPA IRLONLY' ADDED HANDHOLE INSTALL 903 DET_39A �� ...�._. N INSTALL ONE (1) TYPE 'C' DETECTOR LOOP AND HANDHOLE. CONSTRUCT ALL MIRES AS PER CALTRANS STANDARD. _ GRIND 0.10' AC OR EXISTING AC L.O.G. T ❑ L.O.G. VARIES OVERLAY 0.15' AC OVER PETROMAT 9TH AVE. TYPICAL SECTION NTS ADDED HANDHOLE ADDED ADDITIONAL TYPE 'C' LOOP DAMAGE BY BORTOLOTTO LOCATION OF DETECTOR LOOPS SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR SHALL MARK THE EXISTING LOCATION OF DETECTOR LOOP, HANDHOLE AND PULL BOX PRIOR TO GRINDING AND SHALL INSTALL THE DETECTOR LOOP AND HANDHOLE AT THEIR ORIGINAL LOCATIONS. LEGEND L.O.G. LIP OF GUTTER EXISTING CB EXISTING MH • WATER/GAS VALVE • UTILITIES BOX/MH • CITY MONUMENT STOP BAR (1 2' TYP.) STOP BAR STOP BIKE LEGEND LANE LEGEND BIKE LANE ARROW 1 PARKING IS >- m 5 I— J CD DESCRIPTION tv N QW ui 1- aN LLJ WQ >� ixI Q_J Wa 1-0 JZ k3D OC QU WF- W Q > v) <0 in IZ I— QO r" --o 0UI z W =J < Nit aiz O YQ OF. -J NW z0 00 1—F- Qz ON o oEt c Ncii J~n Li I- 0 0 SURVEYED BY: La I - a 0 0 z 0 0 DESIGNED/DRAWN BY: M.O. DATE:11/2001 DATE: 2/2002 CHECKED BY: O.C. SCALE: 1"=40' PROJECT NO.: 09-90-89.12-29 CASE 1 DRAWER 10 SET 50 SHEET 9_OF 1 9 tr.M.vh..e.WnAi=ar)s*n 2/1/1002 AS BUILT M O INSTALL 3't DEL .40A ii V 501 511 517 521 INNSTALL 53 DET. 23 INSTALL 90'1 DET. 39A 1 CITY !PONUMEN BLUE ECTOR INSTALL 5't DET. 38C INS+TALL 5't DET. 23 TAU. 25'1 512 514 7. 5' X 5' A DED WORK - ' STALL 15 t i 39 - TALL It DE . 4 - 7+24 ; 800 804 810 814 806 518 522 INSTALL 10Th OCT. 39A 1 INSTALL 902 DEL. 39A INSTALL 10'1 DET. 39 820 10't DEL 824 >� ots N r CV Z NOTE: 530 604 606 610 INSTALL HANDICAP RAMP PER CALTRANS STD. ch..- 10't DET. 39A ALL CROSSWALKS, LIMIT LINES, STOP BARS AND LEGENDS ARE WHITE UNLESS SHOWN OTHERWISE. THERMOPLASTIC PAINTS ARE NOT REQUIRED FOR THIS PROJECT. 900 901 905 DELAWA T. 39A 906 910 i 916 908 912 GRIND 0.15' OR EXISTING AC L.O.G. T ❑ L.O.G. VARIES INST_ALL.-9Q�LDET_.351� I 618' 62 C!1 ; 920 924 930 i 934 928 1 I 1 EAU FLEC • UTUTY MH 702 706 710 714 718 931 INSTALL 902 DET. 39A Pfek 711 715 ! 719 j 723 - INST • 180'3 'ET. INS 270' DET. 4 - TALL 2 • DET. 8D3 ° 720 7 4 935 937 941 OVERLAY 0.15' OR EXISTING AC OVER PETROMAT DELAWARE ST. TYPICAL SECTION NTS 940 w 945 947 INSTALL 90't DET. 39A ATED BASE FAILURE F - I 944 i 950 H H LEGEND LEG. LIP OF GUTTER 0 NE • • S LK t EXISTING CB EXISTING MH WATER/GAS VALVE UTILITIES BOX/MH CITY MONUMENT STOP BAR (1 2' TYP.) STOP BAR STOP BIKE LEGEND LANE LEGEND BIKE LANE ARROW >- CO J D co DESCRIPTION Z O_ NO 5Z W I- Q C 0 a. QW N W Q R= W a CE JZ Q U Q W W NX Q 7 Mtn 0 0L - NW 9 A/ I- ON 0 Nei F- J F- 0 w� C Q D < JU) wz (M O _C U L 0 z Z < 0 z << 0 J c� z_ rl F- U) Tn EC 3 v J m D a LL 0 cc O 1- v W 0 8 0 m DESIGNED/DRAWN BY: M.O. DATE:11/2001 DATE: 2/2002 CHECKED BY: O.C. SCALE: 1".. 40' CASE 1 DRAWER 10 SET 50 SHEET CIOF 1 9 C NeN.bVuar4W.rVRAtano 2/7/2992 AS BUILT THERMOPLASTIC PAINTS ARE G3 IIflO ION m C z C m Cn Cn I O z O I m Cn m Cn O CO D C/) D z 0 C m C) m z C Cn to 0 z --1 N C) D r (A n I C] III in 0 D rS AS ,Z 1) ave d 01s • e:1a S]ad3A S]ad3A SO1Vd I • B Hw/X09 S3ili1iln I' z 0 D ID m I,, X_ [A Z 0 ID wI i r p 0 arl C I r rq Fl z 0 D m m r D -I 73 9 UI D �D (') 0 D O A SURVEYED BY: BOOK NO. DATE: DESIGNED/DRAWN BY: M. O. DATE:11/2001 CHECKED BY: O. C. DATE: 2/2002 UI O SCALE: 1" 40' -a PROJECT NO. : 09-90-89. 12-29 2001 - 2002 8c STREET R LOCATION "W&X" STRIPING PLAN BASE F AILURE RE PAIR E SURFACING - PHASE II PALOS VERDES DR. 8c CT. AND CONSTRUCTION LIMITS PROJ CT ENGINEER D CITY ENGINEER DIRECT O?2 OF PUBLIC WORKS DATE ` DATE DATE AS BUILT JW 1/03 REVISION NO. DESCRIPTION BY DATE k M 0 kg S -ROYN INSTALL HANDICAP RAMP AS PER CALTRAN STD. INSTALL HANDICAP RAMP AS PER CALTRAN STD. 3a - 2N. -- F- D Q DESCRIPTION z O 'nO 5z w GRIND 0.15' AC L.O.G. TO L.O.G. N OVERLAY 0.15' AC OVER PETROMAT 1 -1, I___ Tv azzzzez/zz/4447/z.6./zz/licais=m,_ BASE FAILURE 6' REPAIR INSTALL PETROMAT 2' FROM L.O.G. TO LUG MIN. 4' VARIES N ND (-0 0 ND 4 0 rip 7r - SARATOGA DR. /l[//27 -///1//f1/ TYPICAL SECTION NTS INSTALL EIGHT (8) TYPE 'A' DETECTOR LOOPS AND HANDHDLE. CONSTRUCT AU. SIRES AS PER CALTRANS STANDARD. 240'± T. TD INSTALL 25'± DET. 3M 3 3 0 r 0 M; r SARATOGA -C306 NT) CN NOTE: INSTALL HANDICAP RAMP AS PER CALTRAN STD. INSTALL HANDICAP RAMP AS PER CALTRAN STD. MD (7,I 170 DET. T —r, Z4I LOCATION OF DETECTOR LOOPS SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR SHALL MARK THE EXISTING LOCATION OF ALL DETECTOR LOOPS, HANDHOLES AND PULL BOXES PRIOR TO GRINDING AND SHALL INSTALL THE DETECTOR LOOPS AND HANDHOLES AT THEIR ORIGINAL LOCATIONS. ALL CROSSWALKS, LIMIT LINES, STOP BARS AND LEGENDS ARE WHITE UNLESS SHOWN OTHERWISE. THERMOPLASTIC PAINTS ARE NOT REQUIRED ON THIS PROJECT. \\ I I L -' U N ›-; GRIND 0.10' AC _ L.O.G. T ❑ L.O.G. BASE FAILURE 16' REPAIR MIN. 4' VARIES LEGEND L.O.G. LIP OF GUTTER EXISTING CB 0 EXISTING MH O WATER/GAS VALVE • MONITOR WELL • CITY MONUMENT STOP BAR (12' TYP.) STOP BAR STOP NUMERAL LEGEND PEDESTRIAN CROSSING TYPE III (L) ARROW TYPE III (R) ARROW TYPE "A" DETECTOR LOOPS S PED 1116 OVERLAY 0.10' AC SANTA CLARA WY. TYPICAL SECTION NTS I w r 0 LJ LJ z C, z LJ LLI cc a r1/4N _J U Q Z Z 'Q D CC — z < 0 0 0 0 ~ Q ZQ cn Z IV0 c3 >--Z Z 0 E F- ~ � U 0 J LJ r 0 0 SURVEYED BY: a 0 0 z 0 m DESIGNED/DRAWN BY: M.O. DATE:11/2001 DATE: 2/2002 CHECKED BY: O.C. SCALE: 1n= 40' 0) IN oi rn PROJECT NO.: CASE 1 DRAWER 10 SET 50 SHEET 80F 1 _ \Pre NesSpmeallADagoVillelOTIaTT$ 2/11/2002 AS BUILT M O DATE AS BUILT DESCRIPTION C. _.._ +. t . / - N _ t 7 I �� 1 - 1 op ,7e l i i; f it l / ., 1..✓ / l ,� f ',/�, r , `\ - N 5 Z W cr 2742 L PROJE T ENGINEER DATE APPRbyWDt zeaLJ Z�zoz CITY ENGINEER DATE DIRECTOR OF PUBLIC WORKS DATE .., i ! _ —`J='' ' ' " GRIND 0,10' AC r �; : %;/ iii : OVERLAY 0,10' AC �- L.I.G. TI Lit G. �; �'' _— j , / / ,.___ a \� \ — —__ ((,r BASE 6" , i {.. 1 a 1 _,4; ., ! J:� I $ ),� 9 \, j /f� `�\J/ f �:.�� FAILURE REPAIR r ��` / / .> MIN. 4' __ i ,.____ a .L 3� CO r-- \ / . \ i 7 1 \` \ r34' N) - ( I 1-, y ;;` J� ) / % C. , VARIES c; 1' _-- _ __-- ____.-- ____ PLAYA ST. 8c M A R I S M A ST. `✓ / '� -- — — —_—_._- - - T! ; TYPICAL SECTION — -------- c I ''d : i > I• NO BASE / 5 \ D FAILURE % %/TTTN NTS St STREET RESURFACING - PHASE II LOCATION "AA&AB" PLAYA & MARISMA STRIPING PLAN AND CONSTRUCTION LIMITS J i as �� / %� ,.\ 3352 ' ' ! •53 J � MAkIS Vl 3Th±3_ii:;% LEGEND 1 l/? =' - ;, ., RE ORi " — ---- ---- = - --- -- — — --- --- -- ,- '. •i' i LUG. LIP OF GUTTER EXISTING CB ._ .. . .-...__. _-----�� - �\ _�� ._ J�, i,/ EXISTING MH u' '�� I % 3 8 3 i I ' �' ! ' r . 3.575 3369 — I 336 3 i ` 57 I `�` j i \, ti 3C� \ 1� 3345 '' 3 / \ ,�,/ / ��{ v 1` / 4-. 0 WATER/GAS VALVE - • UTILITIES BOX/MH — 1 I \ 'i ` �' STOP BAR (12' TYP.) STOP BAR co O I - - -- - 1 I - - -_ J ,- r ��.. Am) ,;:� .. \% — S STOP BIKE LEGEND { /f LANE LEGEND r_) _ I i r , ` `i , 4) 4 `; + ; 378 I 3388 3 3 r 4 LOS PI 3368 ADOS i X360 i 3361 3354 3351 '.342 =3�>r; \ •JO / !,' 3344 \ 7/// ' J`X� ,=- J ,-;/ , __ r = , i BIKE LANE ARROW SURVEYED BY: BOOK NO. DATE: DESIGNED/DRAWN BY: M.Q. DATE:11/2001 CHECKED BY: O.C. DATE: 2/2002 SCALE: r=40. PROJECT NO.: 09-90-89.12-29 CRINO CONFORM ! c; " --5 4) ;r-,-- r . .�. �. . t� __. _ .. • Cr. •,` GRINDING AND PAVING ON MARISMA SHALL TAKE PLACE FIRST; FOLLOWING THE WORK ON PLAYA. --r— -- !- ��;�, ALL CROSSWALKS, LIMIT LINES, STOP BARS A N D --- ----_--_----___—__—_ ---_--------------------.__-- —-_---__ __-----__ __-- t- \`.,\ ► ` ` LEGENDS ARE WHITE UNLESS SHOWN OTHERWISE. THERMOPLASTIC PAINTS ARE NOT REQUIRED ON THIS PROJECT. C fro$t.Vi...re•W.v.us am 2/1/2002 AS BUILT w I- Q C S KESWICK 1 LN. INSTALL 110'± GET. GRIND & CONFORM 10' POE 10' PUP' j 5' RUE t . PEE lit POE 10' FOE SIXTEE H TALL • 0' NO BASE FAILURE POE { I ' ,. GRIND 0.10' AC L.O.G. T ❑ L.O.G. OVERLAY 0.10' AC ✓///l/222222/?22/27///?i2Z22i//22//11/////iii/ BASE FAILURE 6" REPAIR MIN. 4' VARIES RAILROAD AVE. & 16TH AVE. TYPICAL SECTION NTS \ OTC: ALL CROSSWALKS, LIMIT LINES, STOP BARS AND LEGENDS ARE WHITE UNLESS SHOWN OTHERWISE. THERMOPLASTIC PAINTS ARE NOT REQUIRED ON THIS PROJECT. s 'I 7\111KettecK111\1_ rr i I' Is it I LEGEND L.G.G. LIP OF GUTTER EXISTING CB EXISTING MH • WATER/GAS VALVE MI • UTILITIES BOX/MH STOP BAR (1 21 TYP.) STOP BAR S STOP SLOW SLOW PED PEDESTRIAN XING CROSSING 41 TYPE IV (L) ARROW 0 TYPE IV (R) ARROW t TYPE I ARROW 25 NUMERAL LEGEND r P -t S/ SIXTEENTH AVE \\-\-\\\\ 1-- i : I ADDED 50/50 PROGRAM 0 vE i i ji' PF I H i ,{ T i r /r i �, II I I 1 is ADDED 50/50 PROGRAM I >— F- J 3 C DESCRIPTION w I— Q C EC 4, w z c) z L4.1 Li W 0 0- a z 0 Choi >z ct ii QW Q� aN re I a �z �o 30 .0 JZ >O Q[] Q� W 4' Q o N� 0o -Jo coN Qz W Q Na - ❑ 0< ❑ ki N W z Et C� zz_ r 0 cL o N ei Q uii w I— Q C SURVEYED BY: d z 8 m DESIGNED/DRAWN BY: M.O. DATE:11/2001 DATE: 2/2002 CHECKED BY: 0.C. SCALE: 1"=40. PROJECT NO.: 09-90-89.12-29 CASE 1 DRAWER 10 SET 50 SHEET 1_1 OF 1 9 G 'trac1.VI,vAl DoomVI)sec111 2/4/2 002 AS BUILT M O 4 (— N CAL O m GRIND 0.10' AC L.O.G. T ❑ L.O.G. 115 117 16TH 133 121 125 129 AVE 141A 137 141 149 151 153 159 \\NN \\V\ '122 OVERLAY 0.10' AC 16TH AVE. TYPICAL SECTION NTS 126 130 134 LI CRIND & CONFORM \\45\\Lsicowl\ \--\\>cwv,:\ \\,\ ,;\\\\::\\ \ \ EFLE\ 0 \ \\\\\ Q INSTALL 5'3 DET. 33 INSTALL 5'3 DET. 39A Gi CROSSWALK TO BE WHITE 1 711VSTEAD OF YELLOW- Y I ALL (4) RAMPS WERE DELETED. 138 142 146 150 154 158 162 166 \OTE: ALL CROSSWALKS, LIMIT LINES, STOP BARS WHITE UNLESS SHOWN OTHERWISE. THERMOPLASTIC PAINTS ARE NOT REQUIRED 170 . YELLOW X—WAL GRIND & CONFORM I •TALL H NCAP R CAL. S.ST GRIND FM de AND AND LEGENDS ARE ON THIS PROJECT. 01 IN TALL I03 DET. 4 186 184 LEGEND LBO, LIP OF GUTTER EXISTING CB EXISTING MH O WATER/GAS VALVE • MONITOR WELL • UTILITIES BOX/MH DISABLED LEGEND STOP BAR (1 21 TYP.) STOP BAR STOP BIKE LEGEND LANE LEGEND BIKE LANE ARROW S LW w H 0 0 )- co f — J_ D a DESCRIPTION w I— Q CC w w z CD z w w 0 CC tL Et a Ill NW II.L mow/ LL U19 JZ QU Ls. 4 WUl CO W N � o� Ow NW I it F- oN 0 N cd z 0 (b >>z w H - 0 ♦— U CC U) z 0 z Q z Q 0 z 0 F- U) w F 0 SURVEYED BY: Cal I— 0 0 z 0 0 CO 0 0 DESIGNED/DRAWN BY: M.Q. DATE DATE: 2/2002 CHECKED BY: O.C. 0 II Iv Q 0 In PROJECT NO.: 09-90-89.72-29 CASE 1 DRAWER 10 SET 50 SHEET1 ZOF 1 9 0: \P\t\p*CNc\p1µ\RESLNFAONG\SNEETI2 2/13/2002 AS BUILT 4 WL DEL 9A INST 70'3 D 39 5' Pl.)E GRIND 0.15' AC OVERLAY 0.15' AC L.O.G. TO L.O.G. OVER PETROMAT - l////1//11/G'L//LL/l/l//LL)/1!////l//(l/l1/Za////////////,r- - -----`__ BASE FAILURE I6' _it-- ?-/- REPAIR + INSTALL PETROMAT 2' FROM L.O.G. TO L.O.G MIN. 4' VARIES NORFOLK ST. TYPICAL SECTION NTS GTE: ALL CROSSWALKS, LIMIT LINES, STOP BARS AND LEGENDS ARE WHITE UNLESS SHOWN OTHERWISE. THERMOPLASTIC PAINTS ARE NOT REQUIRED ON THIS PROJECT. GRIND & ONFORM ilEl t BASE FAILURE AT 122 REPLACED ALL CURB, G APPROACHES AND DRAT.. C RUE I GRIND & CONFOR1l INSTALL 10'3 DET. 39A INSTALL 153 DEL 39 GRIND & CGNFORY LEGEND L.O.G. LIP OF GUTTER EXISTING CB EXISTING MH WATER/GAS VALVE UTILITIES BOX/MH NUMERAL LEGEND STOP BAR (1 21 TYP.) STOP BAR STOP BIKE LEGEND LANE LEGEND BIKE LANE ARROW INSTALL 10'3 GET. 39 STALL 10'3 DET. 39 M O H a 0 >- m H J D m C/) DESCRIPTION Z O 5z Li D_ LA a 0 Ii Qw a. N w Q EtI w a at' 00 JZ siQ w w Q� CO Lin Nat 0 Ow Nw at r ON 0 Ncd t N F- Z (f)0 F Y U J D LLB (2( (f) oz z0 Po z 0 z Q Q U -U 0 0 0 0 F- U) w I - a 0 F- U W D_ C a ci z 0 03 DATE: 2/2002 CHECKED BY: 0.C. SCALE: 1"=40' PROJECT NO.: 09-90-89.12-29 CASE 1 DRAWER 10 SET 50 SHEET 30F 9 C Vroha.V...w.Ww.\(371sa113 2/1/3002 AS BUILT SEX T 1705 i 109.5 1089 1087 1 0,73 I 1065 057 J�I t !llff/ 1047 1039 1(02c - L" -J 1009 1008 1001 ,f t CU Ce C' d it - 994 988 978 974 .E =MI 7r4 Cn 1 I I $ B y e 71IACD wwn.uc� C r -I -I -i x GI -I » r m D D GI D fil GI to A] m c > xi -, C r w co Fl -31 I Fl x X LO 0 I SD SNISSIX3 THERMOPLASTIC PAINTS ARE NOT REQUIRED O z ' 1031'O?Jd SIHI r m C71 P1 z C '3SIMeHHH10 CO C, C D zr 0)0 0) 27 U) O O D Z U) `S3NI-1 IIWI1 U) 0 CO 2J D z C 3eIV S0N3031 CC) N) z 0 rn Z N Co N❑I1O3S 1''3IdAl ' eiG 1VOHS ' IS SINVGV 2230 2238 �' I t 1 A . 0\ ois oc -10 -,m iii is 1 ' *` D a Ii I • I 36 • I 1 3to ,OT'O AV1d3AD rI 0*1 M I I l"2SS 0 �' Ito 11 o m SURVEYED BY: 2001 - 2002 BASE F AIL URE REP AIR s .� =�� 5AN ..: 9 e'� zlZ zAri_ PROJE ENGINEER DATE � L \ AS BUILT JW 1/03 BOOK N0. DATE: D A DESIGNED/DRAWN BY: M.O. DATE: 11 /2001 & STRE ET RESURFACING - PHASE ITY ENGINEER DATE CHECKED BY: O. C. DATE: 2/2002 LOCATION "R&S" ADAMS ST. & SHOAL DR. STRIPING PLAN AND CONSTRUCTION LIMITS T_ q -�7., - - :;f; ,,. * j� ', - ,0� oRATB) 1 F Olt N w rn 0 -' SCALE: 1"=40' ASP VED -REVISION PROJECT NO.: 09-90-89. 12-29 -27 Vat DESCRIPTION BY DATE ECTOF PUBLIC W ORKS DATE 0 0 r m N) ND i 1 I I ! V t N r i 407 + �. ii I' 60 :2' REi'LECI'OR 4 346 340 7. ( 6 332 3r )Q `I 0 L1 3113 23RD NO BASE FAILURE 308 1 30 1 242 11 234 np LLU L'L6 r) L%L 1 218 216 r)i r !_ . Z_ 208 19 i 347 0.4 + w 1 � 5 75 r \\N \\N\N\N\ 7 7 1/4.2�,v -7 NN\ \\\!,\\\N \\\\.\\NN\ 3� 19 31 3 309 301 ^ 4 9 '� Z `7 .�' CONFORMGRIND & N rc N-) GRIND 0.10' AC 136 130 124 23RD 116 OVERLAY 0.10' AC 23RD AVE. TYPICAL SECTION NTS OTE: 7 217 7 - `?'1 7 L_ l .3 \\N 4-1 z IW 1 1 ALL CROSSWALKS, LIMIT LINES, STOP BARS AND LEGENDS ARE WHITE UNLESS SHOWN OTHERWISE. THERMOPLASTIC PAINTS ARE NOT REQUIRED ON THIS PROJECT. vet N yu 1t' CONCRETE WORK CURB, GUTTER, SIDEWAL \ \ GET QUANTITIES FROM M I�T QUA LEGEND L.O.G. LIP OF GUTTER EXISTING CB -? EXISTING MH e WATER/GAS VALVE • MONITOR WELL NI • UTILITIES BOX/MH STOP BAR (12' TYP.) STOP BAR STOP SLOW J D 00 0) DESCRIPTION LL Qw aN wQ IxI bEE it O� J Z ti �L Q w LL N„ Q� mW N� O 1 - Ow Nw I w ON Nei O Did Sz W tt z jo Q0 F- E-- N Z 0 0 zz 0< �z Q Q 00 0 J 0 cn 1-- 0 0 0 0 0 0 w 0 0 d z 0 O 0 0 0 w 1- 0 a 0 r m st 0 w 0 V1 0 DATE: 2/2002 CHECKED BY: O.C. SCALE: 1"=40' PROJECT NO.: 09-90-89.12-29 CASE 1 DRAWER 10 SET SO SHEET 50F 1 9 C V4 o$1.' bomirt.\D.w\(16)9aar5 2/3/2002 AS BUILT I Iw --122'± T'P --1a'+ 7'114— POLHEMUS RD. POST "CONSTRUCTION SCHEDULE SION. SEE NOTE BELOW INS 350 BET. INST 175'* T. 39A En 0 O w H 0 0 I- J_ 5 m DESCRIPTION GRIND 0.15' AC L.O.G. TO L.O.G. POLHEMUS RD. OVERLAY 0.15' AC OVER PETROMAT I6. INSTALL PETROMAT 2' FROM L.O.G. TO L.O.G TYPICAL SECTION NTS \CTE: ALL CROSSWALKS, LIMIT LINES, STOP BARS AND LEGENDS ARE WHITE UNLESS SHOWN OTHERWISE. THERMOPLASTIC PAINTS ARE NOT REQUIRED ON THIS PROJECT. CONTRACTOR SHALL POST "CONSTRUCTION SCHEDULE" SIGN AT LEAST TWO (2) WEEKS PRIOR TO CONSTRUCTION AT LOCATIONS SHOWN ON THE PLAN. (SEE SP -7-10.1) GRIND 0.10' AC L.O.G. T ❑ L.O.G. LEGEND L.O.G. LIP OF GUTTER • EXISTING CB O EXISTING MH • WATER/GAS VALVE Eli a UTILITIES BOX/MH • CITY MONUMENT STOP BAR STOP BAR S STOP .( TYPE IV (L) ARROW I" 4* PARKING LEGEND OVERLAY 0.10' AC i/ir/ii/i/liiii//llirii/i/iii/i/(ri////A BASE FAILURE 6' REPAIR MIN. 4' VARIES RANDALL RD. TYPICAL SECTION NTS w I— 0 z O 5O 5z ce O n, 0 ;itTZ CC o�� WQ LEI z� a. az � , o JZ oC U7 W D O N� wv 0m 0zz W 0_Q N� z >Q NOW D0 Z �I— O 0 — O < N eli o c~/� w I— 0 OF PUBLIC WORKS I— V W 0 SURVEYED BY: w I- Q 0 0 z 0 DESIGNED/DRAWN BY: M.O. DATE:11/2001 DATE: 2/2002 CHECKED BY: 0.C. SCALE: 1"=40' PROJECT NO.: 09-90-89.12-29 SET CASE 1 DRAWER 10 50 SHEET 60F 1 9 propels Phrase* \Dn.MMM)SWZt'S aA/xo0¢ AS BUILT