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Home My Public Portal About2007 Sanitary Sewer Cleaning and CCTV Inspection, Project #469913-46000-9112w 0 >- � CITY OF SAN MATED 2007 SANITARY SEWER CLEANING & VIDEO INSPECTION PROJECT NO: 469913-46000-9112 CITY OF SAN MATED, SAN MATED COUNTY, CA GENERAL NOTES ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APWA-AGC STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2006 EDITION. ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM WHICH IS MARKED IN THE STREET, SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. AT LEAST FORTY-EIGHT (48) HOURS BEFORE COMMENCING WORK, THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICES ALERT (USA). CALL 1-800-227-2600. CONTRACTOR SHALL COMPLY WITH ALL STATE, COUNTY AND CITY LAWS AND ORDINANCES AND REGULATIONS OF THE DEPARTMENT OF INDUSTRIAL RELATIONS, O.S.H.A. AND INDUSTRIAL ACCIDENT COMMISSION RELATING TO SAFETY AND CHARACTER OF WORK, EQUIPMENT AND LABOR PERSONNEL. CONTRACTOR SHALL MAINTAIN AND KEEP ALL VEHICULAR AND FOOT TRAFFIC ACCESS OPEN TO SURROUNDING HOUSES UNLESS PERMITTED BY THE CITY OR HOMEOWNERS OR RESIDENTS TO CLOSE ACCESS. CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG PERSONS, OR OTHER DEVICES NECESSARY TO PROVIDE PUBLIC SAFETY IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION FOR CONSTRUCTION OF LOCAL STREET AND ROADS, JULY 2002 EDITION. CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN THE VICINITY OF THE HIGH VOLTAGE STREET LIGHT CIRCUIT AND OTHER POTENTIALLY HAZARDOUS UTILITY INSTALLATIONS. IF ANY STREET LIGHT CIRCUITS ARE DAMAGED OR INTERRUPTED, THE CONTRACTOR SHALL CONTACT THE CITY STREET LIGHT CREW IMMEDIATELY FOR EMERGENCY REPAIR. THE CONTRACTOR SHALL COMPENSATE THE CITY FOR ANY COST RELATED TO THE REPAIR OF THE STREET LIGHT CIRCUIT. CONTRACTOR SHALL NOTIFY HOMEOWNERS AND RESIDENTS AFFECTED BY THE CLEANING AND/OR VIDEO INSPECTION AT VARIOUS LOCATIONS AS SHOWN IN CONTRACT DRAWINGS AND IN ACCORDANCE WITH CONTRACTS P ECIFICATIONS. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT NECESSARY TO PREVENT SANITARY SEWER AND SEDIMENTS FROM WASHING DOWN THE STORM CATCH BASIN DUE TO CONTRACTOR'S WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP AND DAMAGES CAUSED OR RELATED TO THE CONTRACTOR'S WORK. SANITARY SEWER MANHOLES AND LOCATIONS OF THE SEWER LINES IN THE DRAWINGS ARE BASED ON AVAILABLE INFORMATION DURING PREPARATION OF THE CONTRACT DOCUMENT. ANY SIGNIFICANT DEVIATIONS FROM THE ACTUAL SITE CONDITIONS SHALL BE REPORTED TO THE CITY. DURING VIDEO INSPECTION, CONTRACTOR SHALL REPORT TO THE CITY REPRESENTATIVE ALL SIGNIFICANT DETERIORATION AND/OR DAMAGE SEWER LINE. VICINITY MAP NOT TO SCALE City of San Mateo 2007 Cleaning and Video Inspections Cleaning Areas 'j ; \, • • l\ // \ \ \\ \// .. / \ \ /\ •% !/\r\ \ \ /F. \ \ \ \\ G• \` !j vv ..mow\. \•v .//. A\ 1.Av/i�:�wv ` • \ ..,i/ wSv V",/2 AV Acv//! yV - \\ �j�O</ \ \)•\` !/ t < \\> \\\\7 \`\` \•\ \ \ ,/ �\ ii \ /\ . // \ \ • _.j \\ \\\/./ �\`-; \ \\ °li"�,---\ > L_; • ,� \\ \‘‘. \ � , \> LOCATION MAP NOT TO SCALE TABLE OF CONTENTS SHT. 1 SHT. 2 SHT. 3 SHT. 4 SHT. 5 SHT. 6 SHT. 7 TITLE & VICINITY MAPS PARTIAL PLAN PARTIAL PLAN PARTIAL PLAN PARTIAL PLAN PARTIAL PLAN PARTIAL PLAN LEGEND EXISTING SD ss 0 O MH 0 w o WM R/W o WM STORM DRAIN LINE SANITARY SEWER LINE CATCH BASI N STORM MANHOLE DROP INLET WATER LINE WATER METER RIGHT OF WAY WATER METER ABBREVIATIONS AB AC AD CB CMP DI DAY EL (E) FG FL GR I.D. INV AGGREGATE BASE ASPHALT CONCRETE AREA DRAIN CATCH BASIN CENTERLINE CORRUGATED METAL PIPE DROP INLET DRIVEWAY ELEVATION EXISTING FINISH GRADE FLOWLINE GROUND INSIDE DIAMETER INVERT LAT LF LOG MIN MH 0.D) R/W S= SCO SD II TC TG TOC WV LATERAL LINEAR FEET UP OF GUTTER MINIMUM MANHOLE NEW OUTSIDE DIAMETER RIGHT OF WAY SLOPE SEWER CLEANOUT STORM DRAIN TOP OF INLET TOP OF CURB TOP OF GRATE TOP OF CONCRETE WATER VALVE DESCRIPTION SANITARY SEWER CLEANING 0 0 CN \SPECTIO\ CITY OF SAN MATEO, SAN NO.466913-46000-91 12 z 0 N>O Wz TITLE SHEET SURVEYED BY: W 0 0 z `1 0 0 CO DRAWN BY: M.U. SCALE: AS SHOWN N PROJECT NO.: 46000-91 CASE 4 DRAWER 3 SET 74 SHEET_l_OF_7 Q O } m Legend SS-CLEANOUT-PVT • SS-MH o SS-MH-ABANDONED SS-MH-CLEANOUT SS-MH-CLEANOUT-PVT A SS-MH-FUTURE ® SS-MH-NO o SS-MH-PVT SS-PUMPSTATION PARCEL_Labels Cleaning Area A2a 0 50 100 200 300 400 Feet • •• - • • 07F -09X 06F -16X 818 17X • •06F -18X 06F -26X • 06F -22X • 860 856 06F -21X •06F -20X 852 / —/ 348 • / —/ 851 • • Gs, ti� tc' A 0 COYOTE POINT DESCRIPTION z 0 >O > W z LL' C �0 ✓ ) a N a r _ r O O? O 0 V a (0 oes . _O'1 C o cu •v ^y Vim/ U o 7 co 3 0 L ▪ •— coU co O N co 0 U O N 2 0 8 £5 N n N CHECKED BY: M.U. SCALE: i' = 80' PROJECT NO.: 469913-46000-9112 CASE DRAWER SET 4 3 74 SHEET 2 OF 7 Cleaning Area A2b 0 50100 200 300 400 ■ ■ Feet 10U . 101 114 124 110 09D -03X 09D -01X BBB- • . 09D -02X 831 9 10D -12X =10D -11X • 10D -13X 10D-NOI 20 10D -04X- 10D -14X 725 I 722 10 J -03X 131 136 Legend • SS-CLEANOUT-PVT • SS-MH • SS-MH-ABANDONED SS-MH-CLEANOUT • SS-MH-CLEANOUT-PVT A\, SS-MH-FUTURE ® SS-MH-NO • SS-MH-PVT r SS-PUMPSTATION 615 110 l� 09D -06X 09D -04X I 10D 10D -15X D -07X 888 -03X 845-852 09E -17X- 815 09E-1 801 464 ?N 09E-20XM 419 425 V434' i 401 450 %35 700 636 716 714 628 622 16 50 2 I -25X 10 i 71.4' ' 639 440 416 444 1'0fO7X 432%. j ' 428 I 424 430 420 401 426 i 401 231 416 412 400 215 221 \ a t 2„10 \N17 400 10F -15X I c \ 226 220 337 316 X312 0 z c a) • N O O� a) o = .Do 0 06 I ca o n U •� O co co � a) a) Tr CU a) 2U0= co a) (a 'a^) 46 co .O O $m C a 1.74-1cts • U O N SURVEYED BY 0 CHECKED BY: M.U. b N_ w 8 PROJECT NO.: 469913-46000-9112 CASE 4 DRAWER 3 SET 74 SHEET 3 OF 7 210 Legend 1 734 /72 -}4X OD -30X 7 X 626 0 • u n 0 626 39 31 622 \ \ 27 618 25 33 412 4 232 - 238' SS-CLEANOUT-PVT SS-MH SS-MH-ABANDONED SS -M H-CLEANOUT SS-MH-CLEANOUT-PVT SS-MH-FUTURE SS-MH-NO SS -M H -PVT SS-PUMPSTATION 45 1 N 2 41 247 11F 307 A L/ 24 630 16 1 340 229 24 401 403 420 / 427 211 / 423 142 515 F -34X 1OF 5X 153 341 1 892 120 225 308 336 19 2 222 0 3 329 323 120 DESCRIPTION z 0 h0 > 2 re O C.) a) Q' N N = rr O a as W 0 .Do O oesV Cu 0M r O, O .. ,= co � 4 d d ct' d s 0 0 Cl)= as t co ma- c 1 ' o L ot• _ •— co O O SURVEYED B LU 0 O Z 0 0 m DATE: 7/2007 DRAWN BY: J.W. DATE: 7/2007 2 CHECKED BY: SCALE: 1" = 120' PROJECT NO.: 469913-46000-9112 CASE 4 DRAWER 3 SET 74 SHEET 4 OF 7 e Legend • SS-CLEANOUT-PVT • SS-MH SS-MH-ABANDONED • SS-MH-CLEANOUT SS-MH-CLEANOUT-PVT A SS-MH-FUTURE ® SS-MH-NO SS-MH-PVT * SS-PUMPSTATION 09p&X 09D -05X • 872 / 885 / 885 859 854 865 •/•�F+- ' , 852 888 09E -03X 851/-4-7 • Cleaning Area A2d 0 100 200 MC 350 / :71 08E -02X 845 - 853 400 600 800 ■ Feet 09E-17 08E-06 08E-04 09E-18 717 07E -01X 07E -03X J02 - 97 7E-06\\ 07E -02X 08E-14 735 450 \\ 424 06F -03X • 07F -04X 07F -03X 07F -02X 07F -01X 7F -N01 /C / 2' , 600 607 J. .. \ fl\4gg-ORX� 605 9 910/ 06F -04X/ 9°8 • 06F -05X 7. 900 07F -09X 07F -07X -05X or A934 / 930 920 916 912 526 4 416 \ 07F -10X 07F-08 07F -20X 07F -21X 07F -22X' 07F -23X r 910 06F --,15X 6F -19X 06F-22 06F -18X / 859 07F 1X 07F -24X 801 - 861 06F-21 X 812 07F -13X 07F 14X 06F -23X • 07F -18X COYOTE POINT 06G -04X W -05X 1109 1115 739 07F 7X 731 oQ 09F -001 c • 09F -14X •09F -13X • 07G-0 X 112{ 1700 07G -03X r 741 - ' 735 0730 „ 1018 1014 010 08G -17X 08G -18X 72 711 I 707 1125 `07G -06X • 1112 -.-I 07G -08X • 528 / 522 516 510 ,1108 \5,30 501 U8G-08X 1023\ 1019 �� F781 10,x' 08G -06X\ 08G- 08ti-05 X08G-64X 715 08G -19X • P.IaO 361 832 \\ 8;0 826\ \ rats 6 Z 0 0 > N 2 W a _ o ci •c� N O C -0 O L / O co AMU V/ O E cu impin N • Tr 2 U o z ZS vcn a) a O 0 •O % - o =• U ti a a N IL" g 8 6 CHECKED BY: M.U. N CASE 4 DRAWER 3 SET 74 SHEET 5 OF 7 Legend • SS-CLEANOUT-PVT • SS-MH SS-MH-ABANDONED • SS-MH-CLEANOUT SS-MH-CLEANOUT-PVT A SS-MH-FUTURE ® SS-MH-NO o SS-MH-PVT * SS-PUMPSTATION 733 09 •0 -1 • /. • / 710 723 / \ \232 230 241 611 /255 AK _117F—Cl nrt Cleaning Area A2e 0 50 100 200 300 400 ■ ■ Feet 416 412 330 326 \ 820 / /FE - 415 9E-22 N / 08E -18X 860 08F -01X 832 52(3 09F -01X 902 - 974 08F -02X F -05X 09F -CO 09F -13X 09F -06X 09F -10X 09F -11X \ 10F -34X 10F -35X afi33 369, ) 09-12X \ N • 10F -37X- 08G-1 09F -14X 715 09G -09X 336 F -;six 330 1023 701 08G -18X 09G -11X 1106 6 601 --id --1 527 -07X 528 I F -_1 516 510 1111 ceNtionic 08G -05S, 04X 1000 • 08G -19X N 09G -13X • 826 820 \ 60 \Ny 354 832 316 737 349 341 0 745 \ 6 s N 09 tz C O C) 0 N Cr AO al) •rn W 0 C "0 O L > w Ni" cu Bch c▪ n 6 c � c w U0 Cl)) a Z us �Cn O c�a U =U 0 a SURVEYED BY: CASE 4 CHECKED BY: M.U. DRAWER 3 PROJECT NO.: 469913-46000-9112 SET 74 SHEET 6 OF 7 07F -06X •• 07F -05X 07F -04X • 07F -03X • 07F -21X • 07F -22X • 07 F -23X 0 816 07F -24X •07F -14X 07F -02X • • 902- 979 07F -01X • 07Fe01 N 860 iii r.. -07X \ 527 l Rot -861 07F;FR1 800 07F -18X 07F -17X 351 G -01X -08 X • N 842 �ye 805 `. j 08F -01X 523 • 300 390 09F -05X 460 448 �. 432 i 428/42 515 041 506 09F -06X 09g -11X • 09F -10X • 0 09i -09X 09F -08X • 525 341 602 I 610 606 10F • 614 \- • •0 08G -17X 09F -001 • 09F -13X •0 -OF-3%X ! 330 319 / 304 0 339 326 3 3.3,/>_-- / 316 631 / 10G -08X C' f3 09.. r -I- 2 825 Cleaning Area A2g 0 100 200 400 600 800 Feet .11 831 \ 5X 139 - /135 O8H-01X • OHM 09H -16X -06X -07x 240 09H7/ 042X -LP3 220 9k • Legend • • SS-CLEANOUT-PVT SS-MH SS-MH-ABANDONED SS-MH-CLEANOUT SS-MH-CLEANOUT-PVT SS-MH-FUTURE SS-MH-NO SS-MH-PVT SS-PUMPSTATION -27X -31X -07X 112 -CO1 oei4-tpf 09H-33Xp9H-C • 20 12 549 536 1532\' C 1519 1515 4 N 1510 C 1501 1415 406 402 1 .e 1323 4 1310 115 09N N -Z111 106 10H -3240 33X 107 / 10.13-31X 10H -7X • i ° 10H -30X \ 5 10H -29X a 10H-34 35 w g DESCRIPTION 0 >z >z 'Si C O 7.3 N N C '4J I E. a) o = -a o Q L ._ O >53!I- co co 0 O N. co coa)a d cu2 d 0 0 C//)) ''W^ L-0. - co ,,L) ._ _ •— • ''� co 0 N SURVEYED BY: 0 z DATE: 712907 DATE: 7/2007 CHECKED BY: M.U. SCALE: 1" • 160' PROJECT NO.: 469913-46000.9112 CASE 4 DRAWER 3 SET 74 SHEET 7 OF 7