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HomeMy Public PortalAboutLos Prados Trunk Sewer Relief ProjectFILENAME: 0196 -003 —PP -01 4-07-10 02:52pm do XREFS:I X—csm—pl IX—SM—TBLK I X—LPTSR 10801A I SMateo—SS2 1008-01c_052808 X—SM—TBLK—Sht1 I Los Prados FM Alignment_KDC ( 0196-003—SHT-15 �«-- GENERAL NOTES CITY OF SAN MATED LOS PRADOS SANITARY SEWER RELIEF PROJECT CITY OF SAN MATED, SAN MATED COUNTY, CA PROJECT NO: 469915 CONTRACT DRAWINGS 1. 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. 2. AT LEAST FORTY—EIGHT (48) HOURS BEFORE COMMENCING WORK, THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICES ALERT (USA). CALL 1-800-227-2600. 3. 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. 4. 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. 5. ELEVATIONS INDICATED IN THE DRAWINGS ARE BASED ON AVAILABLE INFORMATION DURING PREPARATION OF THE DRAWINGS. ANY SIGNIFICANT DEVIATIONS FROM THE ACTUAL SITE CONDITIONS SHALL BE REPORTED TO THE CITY. San Francisco Pacific Ocean Half Moon VICINITY MAP NOT TO SCALE NORTH 101 —.580 April 2010 pV °,P ��p \d G 00 ,9,9 ST Sl WASTEWATER TREATMENT PLANT •0 1pe *Pr FL? E yQv PROJECT LOCATION sotot ON pVE pVE O S,P� St si Sf ADAMS Si 41) �St e i0 `2% Cr FLINT/ "ffil, NORFOLK F` PUMP STATION obecso r LOCATION MAP NOT TO SCALE TABLE OF CONTENTS SHT. 1 SHT. 2 SHT. 3 SHT. 4 SHT. 5 SHT. 6 SHT. 7 SHT. 8 SHT. 9 SHT. 10 SHT. 11 SHT. 12 SHT. 13 SHT. 14 SHT. 15 SHT. 16 SHT. 17 SHT. 18 TITLE SHEET VICINITY AND LOCATION MAPS LEGEND, ABBREVIATIONS AND SYMBOLS KEY MAP AND BASIS OF SURVEY PLAN AND PROFILE STA 10+19.80 TO 20+50 PLAN AND PROFILE STA 20+50 TO 30+75 PLAN AND PROFILE STA 30+75 TO 39+75 PLAN AND PROFILE STA 39+75 TO 50+75 PLAN AND PROFILE STA 50+75 TO 60+75 PLAN AND PROFILE STA 60+75 TO 71+75 PLAN AND PROFILE STA 71+75 TO END PROFILE STA 35+75 TO 45+00 DETAILS 1 DETAILS 2 DETAILS 3 DETAILS 4 TRAFFIC CONTROL KEYPLAN 1 TRAFFIC CONTROL KEYPLAN 2 TRAFFIC CONTROL DETAILS REFERENCE DRAWINGS HEADWORKS AREA PIPING PLAN AND GENERAL YARD PIPING NOTES 208 HEADWORKS FOUNDATION PLAN AND SECTIONS 302 HEADWORKS DECK AND SECTIONAL PLANS 303 HEADWORKS SECTIONS AND DETAILS 304 HEADWORKS STRUCTURAL PLAN AND DETAILS 305 HEADWORKS SECTIONS AND DETAILS 306 HEADWORKS ELECTRICAL SITE PLAN 1606 REINFORCED CONCRETE BOX CULVERT AT STA 0-30.00 SHEET 10 OF 11 (16TH AVE CHANNEL) REINFORCED CONCRETE BOX CULVERT AT STA 0-30.00 SHEET 11 OF 11 (16TH AVE CHANNEL) Last Saved Bv: cto 4-07-10 02:37om W aD C m Q U SAN MATEO, SAN MATEO, PROJECT NO. 469915 DESCRIPTION N 0 VICINITY AND LOCATION SURVEYED BY: ALLIED ENG 0 z 0 CO0 DATE: 04/10 DRAWN BY: CT DATE: 0411 0 CO 03 0 w W 2 U z O N WJ� PROJECT NO.: 469915 0" ® 1 VERIFY SCALES -- BAR IS ONE INCH LONG ON FULL SIZE DRAWING. IF NOT ONE INCH LONG ON THIS DRAWING, ADJUST SCALES ACCORDINGLY RMC Water and Environment CASE DRAWER 3 7 SET 43 SHEET 1 OF 18 ABBREVIATIONS LEGEND SECTION AND DETAIL IDENTIFICATION I FILENAME: 0196 -003 —PP -01 4-07-10 02:52pm cto XREFS:I X—csm—pl I X—SM—TBLK I X—LPTSR I 0801A I SMateo—SS2 008-01c_052808 I X—SM—TBLK—Sht1 Los Prados FM Alignment_KDC 10196-003—SHT-15 1« -- 0 A ABND AC ADJ AISC ALT APPROX ASSY AVE BC BF BFV BLVD BM BO CAV CAB CB CCTV CF CI CLR CONC COND CONST CONT CP CU YD CVR DETL DI DIA DIP DWG E EA EC E --DUCT EL EW EX FE FCA FG FIN FIP FIPT FL FLG FM FO FOC FS FT FUT GALV GPM GV HDD HDPE HPG ID IN INV JT L LBS LF LN NOTES: AT CENTRAL ANGLE (OF A CURVE) ABANDONED ASPHALT CONCRETE ADJUSTABLE AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALTERNATE APPROXIMATE ASSEMBLY AVENUE BEGINNING OF CURVE BLIND FLANGE BUTTERFLY VALVE BOULEVARD BENCHMARK BLOWOFF CENTERLINE COMBINATION AIR VALVE CRUSHED AGGREGATE BASE CATCH BASIN CLOSED CIRCUIT TELEVISION CUBIC FEET CAST IRON CLEAR CONCRETE OR CONCENTRIC CONDUIT CONSTRUCTION CONTINUOUS CONTROL POINT CUBIC YARD COVER DETAIL DUCTILE IRON DIAMETER DUCTILE IRON PIPE DRAWING EAST (EASTING) EACH END OF CURVE ELECTRICAL DUCT ELEVATION EACH WAY EXISTING FLANGE END FLANGE COUPLING ADAPTER FINISHED GRADE FINISHED FEMALE IRON PIPE FEMALE IRON PIPE THREAD FLOWLINE FLANGE FORCE MAIN FIBER OPTIC CONDUIT FACE OF CURB FINISHED SURFACE FOOT FUTURE GALVANIZED GALLONS PER MINUTE GATE VALVE HORIZONTAL DIRECTIONAL DRILL HIGH DENSITY POLYETHYLENE HIGH PRESSURE GAS INSIDE DIAMETER INCH (INCHES) INVERT JOINT LENGTH POUNDS LINEAL FEET LANE 1. FOR ABBREVIATIONS NOT LISTED HERE, CONTACT THE OWNER. MAX ME MC MECH MH MIN MIPT MISC MJ MLCSP MSL MUTCD N NO NOS NPT NTS MAXIMUM MATCH EXISTING MIDDLE OF CURVE MECHANICAL MANHOLE MINIMUM MALE IRON PIPE THREAD MISCELLANEOUS MECHANICAL JOINT MORTAR LINED AND COATED STEEL PIPE MEAN SEA LEVEL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES NORTH (NORTHING) NUMBER NUMBERS NATIONAL PIPE THREAD NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OZ OUNCE PCC PE PH PP PR PSF PSI PSIG PVI PVC PW R RAD RCP RCCP RD RED REQD RJ RIM RW R/W S&W SCH (SCHED) SD SDMH SF SHT SIM SPECS SQ SSMH SST ST STA STL STD SWR SYM T TAN TS TP TW TYP UG VCP VER VERT VIF VPI W W/ WP WS WV PORTLAND CEMENT CONCRETE PLAIN END POTHOLE PLAN AND PROFILE PROPOSED POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH GAUGE POINT OF VERTICAL INTERSECTION POLYVINYL CHLORIDE PUBLIC WORKS DEPARTMENT RADIUS RADIUS REINFORCED CONCRETE PIPE REINFORCED CONCRETE CYLINDER PIPE ROAD REDUCER REQUIRED RESTRAINED JOINT RIM ELEVATION RECYCLED WATER RIGHT OF WAY SPIKE AND WASHER SCHEDULE STORM DRAIN STORM DRAIN MANHOLE SQUARE FOOT (FEET) SHEET SIMILAR SPECIFICATIONS SQUARE SANITARY SEWER MANHOLE STAINLESS STEEL STREET STATION STEEL STANDARD SANITARY SEWER SYMMETRICAL THICKNESS TANGENT TRAFFIC SIGNAL TOP OF PIPE TOP OF WALL TYPICAL UNDERGROUND VITRIFIED CLAY PIPE VERIZON VERTICAL VERIFY IN FIELD VERTICAL POINT OF INTERSECTION WEST OR WATER WITH WORKING POINT WATER SURFACE WATER VALVE EXISTING c w E — — SL OH SS SD SS SD PB X x x x LEJ E TEU O 0 FL BW CONC TC TP PROPOSED PROPERTY LINE MONUMENT GAS LINE WATER LINE ELECTRICAL STREET LIGHT CONDUIT OVERHEAD UTIILITY SANITARY SEWER & MH STORM SEWER & MH PULL BOX CURB & GUTTER DRIVEWAY ELECTROLIER FENCE DRAINAGE INLET IRRIGATION CONTROL BOX PULL BOX, STREET LIGHT PULL BOX, ELECTRICAL PULL BOX, SIGNAL PULL BOX, TELEPHONE WATER METER MANHOLES FIRE HYDRANT WATER VALVE BOX FLOW LINE BACK OF WALK TOP OF CONCRETE TOP OF CURB TOP OF PAVEMENT TRAFFIC SIGNAL CONCRETE VALLEY GUTTER FORCEMAIN COMBINATION AIR VALVE DETAIL (NUMBER) OR SECTION (LETTER) IDENTIFICATION ON DRAWING WHERE DETAIL OR SECTION IS TAKEN, THE DRAWING NUMBER SHOWN IS WHERE THE DETAIL OR SECTION IS DRAWN ON DRAWING WHERE DETAIL OR SECTION IS DRAWN, THE DRAWING NUMBER SHOWN IS WHERE THE DETAIL OR SECTION IS TAKEN NOTE: N /SHT 13 ON DRAWING WHERE DETAIL OR SECTION IS BOTH TAKEN AND DRAWN, THE DRAWING NUMBER IS REPLACED WITH A LINE STANDARD DETAIL IDENTIFICATIONS ARE SHOWN ON THE PLANS AND ON THE STANDARD DETAIL DRAWINGS. THERE IS NO SPECIFIC CROSS REFERENCING OF DRAWINGS. STANDARD DETAILS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO ALL SIMILAR SITUATIONS OCCURRING ON THIS PROJECT, WHETHER OR NOT THEY ARE REFERENCED TO IN EACH APPLICABLE LOCATION. STANDARD DETAIL IDENTIFICATION DISCIPLINES: C CIVIL M MECHANICAL / STANDARD DETAIL IDENTIFICATION (M 10 9) n i 0" ® I P. VERIFY SCALES BAR IS ONE INCH LONG ON FULL SIZE DRAWING. IF NOT ONE INCH LONG ON THIS DRAWING, ADJUST SCALES ACCORDINGLY SEQUENTIAL NUMBER 100 THRU 999 DISCIPLINE (AS SHOWN AT LEFT) R MC Water and Environment DESCRIPTION 0 (7Q zz cc pr.. j LOS PRADOS SANITARY SEWER RELIEF PROJECT SAN MATEO, SAN MATEO, CA PROJECT NO. 469915 ABBREVIATIONS 6 z 0 LU —J AND SYMBOLS SURVEYED BY: ALLIED ENG 0 z 0 co CASE 3 DATE: 04/10 DRAWN BY: CT DATE: 04/10 CHECKED BY: RB DRAWER 7 0 N IA Ca - 0 • W 0 d SET 43 SHEET 2 0E-18 Last Saved Bv: cto 4-07-10 02:37om Zia I 04 WASTEWATER TREATMENT LANT ,4/ Nt- 4' Qy Q I a 0 0 a 0 o Q YI 0 a W FOLK STREW,, NOR 8212 0 J s N i xi 03 o e 2111 a' pp:TRICIA AVE C O O N N N 0 v 0 N BASIS OF SURVEY: a J X J I x a F ADDITIONAL PROJECT SURVEY CONTROLS: I 900. 7 40443. 6 tsi 4. z I 04' 4, Z c4 SHEET 7 W 4. a a O W % u� Z U 40211° Q o i BAY SHORE FREEWAY 101 ELEVATIONS ARE BASED ON THE CITY OF SAN MATEO DATUM + 100 FEET. THE CITY CONTROL POINTS USED AS THE BASIS FOR THIS SURVEY ARE DESCRIBED co AS FOLLOWS: a: CITY CONTROL POINT NO. 6: PK NAIL AND SHINER SET ON THE SOUTH SIDE OF HEMLOCK AVENUE, 5.7 FEET NORTH OF THE FACE OF CURB ON THE PROJECTION OF THE LOT LINE BETWEEN 1440 AND 1442 HEMLOCK AVE. NORTHING 5146.960 EASTING 3506.770 ELEVATION 100.52 CITY CONTROL POINT NO. 7: CROSS AT INTERSECTION OF SCORE LINES IN CENTER OF SIDEWALK IN PINK -PAINTED CIRCLE ON THE NORTH SIDE OF HEMLOCK AVENUE AT 1465 HEMLOCK AVE. NORTHING 5332.005 EASTING 3505.662 ELEVATION 100.57 PT. NO. NORTHING EASTING ELEVATION DESCRIPTION O O 2102 4698.49 10216.75 99.59 MAG. NAIL 2104 4891.47 8611.08 100.98 MAG. NAIL N 2105 4975.83 7574.95 100.01 MAG. NAIL ril 2107 5121.52 6359.43 101.30 MAG. NAIL 0 2109 5259.80 5332.41 99.31 MAG. NAIL 0 2110 5338.71 4336.39 99.75 MAG. NAIL i 2111 4969.74 3148.14 100.15 MAG. NAIL 0 2112 5521.74 3311.28 100.10 MAG. NAIL i s NOTES: a a O O upi FROM POSITIONS SHOWN. w Z w N AERIAL CROSS AT NORFOLK ST. AND WATER PARK BLVD. N AERIAL CROSS AT NORFOLK ST. NEXT TO CROSSWALK AT OFFICE DEPOT STORE. N AERIAL CROSS AT NORFOLK ST. AND STANFORD AVE. N AERIAL CROSS AT NORFOLK ST. AND HALSEY AVE. N AERIAL CROSS AT NORFOLK ST. BETWEEN NOE AVE. AND LODI AVE. N AERIAL CROSS AT NORFOLK ST. AND KEHOE AVE. N AERIAL CROSS AT PATRICIA AVE. AND YOUNG ST. N AERIAL CROSS AT NORFOLK ST. AND DALE AVE. 1. PROPERTY LINES ARE APPROXIMATE AND ARE NOT BASED ON RECORDED MAPS. 2. UNDERGROUND UTILITY LINES LOCATIONS ARE BASED ON UTILITY LOCATION SERVICE PAINT MARKS AT TIME OF SURVEY. ACTUAL LOCATIONS MAY DIFFER W a 1% a v)S U) SHEET 8 4. rCC CC 0 0 CC 0 KEY MAP 1"=300' C J m g FLINT/NORFOLK 0 PUMP STATION 0) Z >- U O Q DI$HEET 10 m a ■� o 21� D: 0 i cc a cc w BAY SHORE FREEWAY 101 U a Z a 2 a 2 NORFOLK ST 2 HOLLAND ST Z DAVID CT m DESCRIPTION v SAN MATEO, SAN MATEO, CA PROJECT NO. 469915 MAP AND BASIS OF SURVEY z 0 WZ SURVEYED BY: ALLIED ENG tLi 0 z 0 m DATE: 04/1 0 DRAWN BY: CT DATE: 04/10 m IX } 0 W 2 0 z O 2 N WQ 0 N PROJECT NO.: 469915 0„ ® 1., VERIFY SCALES --- BAR IS ONE INCH LONG ON FULL SIZE DRAWING. IF NOT ONE INCH LONG ON THIS DRAWING, ADJUST SCALES ACCORDINGLY RMC Water and Environment CASE 3 DRAWER 7 SET 43 SHEET 3 0F18 Last Saved Bv. cto 4-07-10 02:37om 1 V I-cn 0 0 0 0 0 v E 2 h 0 a CO 1 s i x 0 a 2 N C CO 1 x P 2 x a E 1 x E 0 I` 0 0 a M 0 01 w a z U- WASTEWATER TREATMENT PLANT ST/V10+19.80 FACE OF STRUCTURE \ N 379.81 540.08 +44.32 ACCESS' AND G TEEy�� FAIL / V I SHT 15 h PH N 7350.61 r�� \ E 4525,80 �v PI, STA 10+86.49 6.33 3.16 N PER DETAIL SHT 14 EXISTING 21 KV WWTP POWER, SEE NOTE 1 PI, STA 10+70.03 N 7342.79 E 4533.40 \ N 11-00 -3"UNKOWN UTILITY --1-2 t 1 101.14 RIM 99.09 INV NOTES: 1. HAND DIG TO EXPOSE 21 KV POWER. NO EXCAVATION EQUIPMENT CAN BE USED BETWEEN HEADWORKS AND STA 11+50 UNTIL 21KV HAS BEEN EXPOSED. INSTALL CAV PER DEFOTh SHT 13 t r P SEE NOT 3 6"SD 101.01 RIM 99.01 INV 6"W - II SEE NOTE 2 13+00 100.61 RIM 91.91 INV BC, STA 13+23.48 N 7157.92 E 4699.89 PROTECT TREES AND TREE ROOTS. HAND DIG FROM STATION 12+35 TO 12+80 TO PROTECT TREE ROOTS. REPLACE BUSHES AND LANDSCAPING WITH SIMILAR PLANTS. COORDINATE PLANT SELECTION AND REPLACEMENT LOCATION WITH HOME OWNERS ASSOCIATION. RESTORE IRRIGATION SYSTEM. 16TH AVENUE CHANNEL 2.0'± FROM EDGE OF GUTTER TO FM -CENTERLINE I t 14+00 8"SS- BC, STA 15+72.93 N 6979.59 E 4874.31 100.19 RIM 91.99 INV FH t t 15+00 8"SS- 13+24.71 N 71 .05 E 470..76 101.04 RIM 96.92 INV IN W 96.80 INV OUT S R=200.00 L=1.23 Tan=0.61 0_0.21'06" L=3 10 Tan=1.55 A=0 53'18" 5. A POTHOLE AT THE 6" WATER AT STATION 15+28 FOUND A HIGH WATER LEVEL IT IS NOT KNOWN IF THIS IS FROM A PIPELINE LEAK OR NATURAL GROUNDWATER LEVELS. AT LEAST 30 DAYS IN ADVANCE OF CONSTRUCTION IN THIS AREA, THE CONTRACTOR SHALL POTHOLE STATION 15+28 AND 18+32. COORDINATE WITH CAL WATER IF THERE IS A LEAK. CONTRACTOR SHALL ASSUME THERE IS A HIGH WATER LEVEL ALONG MEADOWVIEW COURT AND PLAN WORK ACCORDINGLY. 6"W - PLAN 1"=40' -6"W 16+00 6"W 8"SS 3. CITY MONUMENT. RE-ESTABLISH IF DISTURBED. 4. BASED ON NEARBY POTHOLE INFORMATION, THE CABLE TV CONFLICTS WITH THE FORCE MAIN. CONTRACTOR TO RAISE CABLE AS NECESSARY. CONTRACTOR TO COORDINATE WITH CABLE TV COMPANY. EC, STA 17+79.52 N 6829.98 E 5016.77 BC, STA 17+66.60 N 8839:06 E 5007.58 17+00 MEADOWVIEW _CT R2 0 La' EC, STA 15+76.03 L=1 .92 N 6977.35 Tan 6.46 E 4876.46 A=3. 2'07" 95.79 INV 0 sn 100.29 RIM 91.14 INV -8 'S TV&ELECT- BC STA 184-1404 N 6806.51 E 5042.09 R=200.00 L=16.94 Tan=7.98 A=4;14'02" FI-I 1010.84 RIM 94.46 INV IN NO 94.40 INV OUT p PI, STA 19+11.21 N 6719.11 E 5037.1F 6. DUE TO IMPACTS TO NEARBY SCHOOL, NO CONSTRUCTION' ACTIVITIES CAN BE PERFORMED BETWEEN STATION 20+00 AND 21+50 BETWEEN 7:30 A.M. AND 8:30 A.M. AND BETWEEN 2:00 P.M. AND 3:00 P.M. WHEN (SCHOOL IS IN SESSION. I \6"W 1c5 w w EC, STA 18+29.98 N 6794.72 C 5052$1----- - -- -- I -Pb- STA 18.+53.63 N 6772.10 E 5059.71 INSTALL LOCATOR STATION BOX (C328) SEE NOTE 3 ALL -CA PER DET(Th TT SS 11 100.63HRI) 3 0 91.53 INV 98.82 RIM 'S IN 93.97 INV dl �II LU C 6 CT, G 8"W cn N I'I fco -G 20+00 �I MEADOWVIEW - -- --8 97.08 RIM 93.78 INV - 6.5'± FROM FOC TO FM CENTERLINE 1111 112 108 MORTAR LINED, FUSION BONDED EPDXY COATE) DR13.5 20" . NOMINAL -DIA -HDPE (16,86" ID) STEEL. PIPE 0) H x to RENCH DETAIL PER gigit SHT 12 104 a (4 th W U Q 100 • • EXISTING, •WWTP/ HEADWORKS 6 z a Er w 0 w + CPR rn w 0 0 a- 0 � w 0 0 z Er w 0 In N INSTALL. CAV PER DET Th SHT 13 203 O v- 0 0 AP'PROX' EXISTINGGRADE AT PIPE CENTERLINE 1.0 a F- Z z� -H O N 01 Oi Cr. E ~ z U 00> t wF z 0 Z .(n +1 C) 0 rn O 0 W w >z n In N N dl z 4f) In :op w w 0 0- I- I - o 0 0_ EL z z 00....©Q 11[1 Z� Z� z.0 0 COQ DQ _ Z S ci 0: Z" {l' Z w0:.,,70 t 0.C--). CO .0 W V) 112 108 92 r r de rr r r 1--a. --------------- INSTALL CAV PER • DETr" SHT 13 2" CAV PIPE 6" MIN CLR PER DETAIL SHT 14 1' MIN CLR 1' MIN CLR 1' MIN CLR MIN CLR 1 1' MIN MIN CLR CLR 80 OD M N 2 0... +0m O In .., N M - Pei O VI O 0) M CO ONE 0 0 O 0, oa I', to N + t co N O a) a) >zz > az It, az 0 0 0 + co O M • > rn M a c0 c0 : th " 'r) IA r .. ...M... M . we + +: +...+ . CO to:... 07 01 c0 _ N if O. 1-co H(0 IQ- HIll IQ-- to o) th o, Clot to rn ) > a> a> a z > z > z > 1' MIN N U) rn co 0 a7 + 0f O N (n • I vv)+ CLR ce - 104 100 O 96 z cc 0 92 88 84 80 > a> -a> -a z ->z >z> Z a> > z 10+00 11+00 12+00 13+00 14+00 15+00 PROFILE 1"=40' H 1"=4' V 16+00 17+00 18+00 Last Saved Bv. cto 4-07-10 02:37om 76 20+00 a DESCRIPTION z 0 (no C U 0 `.10 0 v d a LOS PRADOS SANITARY SEWER RELIEF PROJECT U PROJECT NO. 469915 PLAN AND PROFILE STA 10+19.80 TO 20+50 -J co 0 a 03 VERIFY SCALES BAR IS ONE INCII LONG ON FULL SIZE DRAWING. IF NOT ONE INCH LONG ON THIS DRAWING, ADJUST R MC Water and Environment CASE 3 DRAWN BY: CT DRAWER 7 0 cn NO.: 469915 Lu SET 43 SHEET 4 0F1 8 T U) W W N 0 0 0 LiJ Q O G -1a.1 p 0 LO 0 Y O N MATCHLINE STA 0 U) co PI, STA 20+68.47 N 6606.88 E 5147.33 97.84 RIM 91.70 INV PI, STA 21+1:.95 N 6569.90 �E 5112.97 NOTES: 1. DUE TO IMPACTS TO CAN BE PERFORMED 7:30 A.M. AND 8:30 WHEN SCHOOL IS IN 22+00 -413 w LODI AVE I\ 99.40 RIM 96.70 INV -G- STA 21+60 " -- -- -6 W- INSTALL AC 5 AND CLEAN IN 98.56 RIM TEE, PER DETAIL (-§"- 1 94.61 INV SHT 15 97.89 RIM 92.14 INV NEARBY SCHOOL, NO CONSTRUCTION ACTIVITIES BETWEEN STATION 20+00 AND 21+50 BETWEEN A.M. AND BETWEEN 2:00 P.M. AND 3:00 P.M. SESSION. 23+00 N 6569.90 I E 5112.97 0 98.53 RIM' 93.93 INV' 4+00 1 99.12 RIM 94.32 INV 98.61 RIM 94.49 INV o+00 -6.O'± FROM FOC TO IPM CENTERLINE I I l cn cc 26+00 98.58 RIM 94.38 INV 1 6TH AVENUE CHANNEL -12"SD- G- Q 0 w I I PLAN 1"=40' Il I I 98.50 RI 93.18 INV -G 27+00 99.20 RIM. 96.70 INV 98.28 RIM 94.38 INV 98.51 RIM 93.77 INV STA 27+75 INSTALL LOCATOR STATION BOX (C328) I BC, STA 281+87.13 INSTALL' CAV N 6019.03 PER 0: (IN E -5648-.36- G - - 13 28+00 I I i LODI AVE R=130.00 6W 0.00 L 98.13 RIM s133 .72 96.631 INV Tan=73.45 a=58'56'05" 98.50 RIM 29+00 I 94.24 INV IN NE/ 93.90 INV OUT SE / / 98.38 RIM 94.46 INV EC, STA 30+20.85 N 5895.32 / E 5680.85 1J 112 DR13.5 20" NOMINAL DIA HDPE (16.86 ID) 98.12 RIM 96.62 INV 112 108 0) 104 100 LLi w NI Z 0 U) 0_ N .r..0.0....`ar ' OU w w 0 S H- 0 I INV 91.9± 0 x RENGH• • DETAIL PER 11 SHT 12 +r m z +I r'] 0, 0 U) co 96 INSTALL..CAV PER DETri\ Z 0 Z. I Z 0 APPROX-EXI.STINC,GRADE AT PIPE OENTERL1NE SH 92 88 L 01 0I 10: of N • i MIN..CLR 1' MIN CIA cnr wl _f1' MIN CLR assisissimmissapissonalisir CD 108 IL can 104 Z O �Z IZ 0 100 96 ILL 0 in 92 84 80 1 76 N I t7 cr.; rz> z m O n N 1/) 0) N 88 84 O t0 0) 80 > J z 20+00 21+00 22+00 23+00 24+00 25+00 26+00 PROFILE 1"=40' H 1"=4' V 27+00 76 29+00 30+00 0 C a w SAN MATEO, SAN MATEO, CA PROJECT NO. 469915 0 PLAN AND PROFILE z 0 vno CCW 0. STA 20+50 TO 30+75 SURVEYED BY: ALLIED ENG occ ci 0 CD DATE: 04/10 01 DATE: 04/10 CHECKED BY: RB PROJECT NO.: 469915 VERIFY SCALES BAR IS ONE INCH LONG ON FULL SIZE DRAWING. IF NOT ONE INCH LONG ON THIS DRAWING, ADJUST SCALES ACCORDTNGLY -2_ zieft-Fa- Ilts. C46659 444.06-30-11 CIVL R NIC Water and Environment CASE 3 DRAWER 7 SET 43 SHEET 5 0F18 FILENAME: 0196 -003 —PP -01 4-07-10 02:52pm c 0 II XREFS:I X—csm—pl X—SM—TBLK I X—LPTSR 10801A I SMateo—SS2 1008-01c_052808 X—SM—T8LK—Sht1 I Los Prados FM Alignm ent_KDC 10196-003—SHT-15 �«-- ng p0ADS 1 a 0 a I 0 v 0 3 e II 0 0 an 0 9 1uawu onnu 3 pue JaJeM CM 0 0 W N + 0 O CA CA 0 O W a 0 CA N + O O 0 0 CA O + 0 0 (A 0 0 0 0 O a 0 O v 0) co O co a CO co (D N (D O) O O O co N MATCHLINE STA 30+75 FOR CONTINUATION SEE SHEET 2" SD, INV 5.3± c m zGo —I-1 I° 0 z m 2J m m SS INV 93. 8± MATCHLINE STA 35+75 FOR CONTINUATION SEE SHEET 1 1 co O co a co co co N co D) 0 O 0 a 0 co N s 0 a 0 Co z z MATCHLINE STA 30+75 FOR CONTINUATION SEE SHEET 5 I1— 7 I I I Ii I I I I 0 C) Z 0 0 W N + 0 0 w 0 0 W a 0 0 COCD U100 W N)N 2 21 r C mca O 0 CO CO W CO CO N ? EL ECT Sj7 MATCHLINE STA 35+75 FOR CONTINUATION SEE UPPER RIGHT PLAN mz CP cn N CO (D N co v CA 222 ((p CD CD NO CO N N N OJ J 0) U1rn(0 0 m V) �. G LOl AVE co (n GD 1� `ELECT H) H it 16TH AVENUE - _ CHANNEL 11 11 ELECT(OH 12"SD —6"SD— it =ATT 1332i1S Nlada0N ELECT(OH) w co 0 0 _ _ 8 MATCHLINE STA 39+ 75 FOR CONTINUATION SIC SHEET- - 7 R O CO U) D7 00+9£ r nI EL 0 I' 1Cn V U1 0 IC) 0 Zl IZ o) m c m 0 D z z m r N Ph m SURVEYED BY: ALLIED ENG BOOK NO. DATE: DRAWN BY: CT DATE: 04/10 CHECKED BY: RB DATE: 04/10 SCALE: AS SHOWN PROJECT NO. : 469915 LOS PRADOS SANITARY SEWER RELIEF PROJECT SAN MATEO, SAN MATEO, CA PROJECT NO. 469915 PLAN AND PROFILE STA 30+75 TO 39+75 Ct Projecj,Engineer — Ev an Albert Senior gine er — athi ., mit 1)13/10 Da te Da te eputy Director — Darla Reams Date REVISION NO. DESCRIPTION BY DATE 0 to 96-003—SHT 0 4, E C CL <n J I X to 0 0 O 0 ten v, 0 01 C a. x a E E to 0 0 0 a. 0 O 0 0 Ls, C z co IL W U) W Lv V) z 0 z 0 0_ u -I tol -F[- V) W z J I U 40+00 INSTALL C PER DET SHT 100.41 RIM 98 72 INV m 41+00 13 STA 4'+68.00 INSTALL ACCESS AND CLEANING TEE, PER DETAIL SHT N 5198.40 E 6022.19 PI, STA {11+73.00 N 5197. E 6027. INSTALL STATION 42+00 1 2 OCATOR 30X (0328) 15 100.13 RIM 94.08 INV m ❑ 3"W 2"G -. NORFOLK STREET - All STA 41+5 LIMIT OF P PELINE INSTALLED Y HDD -- 8"W 100.51 RIM 97.35 INV 6"SD 43+00 6"SD 100.27 IM 96.43 IN W z LIJ }Q W J I m 44+00 45+00 -13' TO FROM FOC FM CENTERLINE m 46+00 8"W 2"G ATT APPROXIMATE LOCAT ON OF DIRECTIONALLY DR LLED BOREHOLE N 100.30 RIM 95.15 INV <J� sa 8„W- 'G AFT 110.54 RIM 5.49 INV ❑ 101.48 RIM 89.68 INV PI, STA 47+29.44 N 507.45 E, 6 76.21 C- - 47+00 8"W- ATT 100.63 RIM 98.73 INV 112 PLAN 1 "=40' U, 100.33 RIM 98.34 INV 99.57 RIM 98.37 INV 4'G = 48+00 99.06 RIM 93.73 INV 49+00 4 NORFOLK STREET 00 -8"W DARWIN AVENUE 2.,G AU 100.56 RIM 99.58 RIM 02 6I IKIAI 09 1A INIV/ 99.52 RIM 94.78 INV 50+00 --15"SD 95.36 INV ❑ 99.44 RIM 97.54 IN 03 IL W I U) W W N z 0 10 z IZ 0 lo to DR13..5 20" . NOMINAL. DIA HDPE (16.86" lb) RENCH DETAIL PER SHT 12 112 108 r -- co + 0) 104 03 108 LU I U, IL LU I (n 100 W U) APPROX EXISTING GRADE AT PIPE CENTERLINE 104 IN FILE 1 FE R THIS ARE z 0 z_ F - z 0 z _ O z 1- z 0 100 96 re 0 O O + 6" MIN CLR Ito 92 N 6" MIN..CL.R 80 MATCHLINE ea 88 84 N rn d CO a`O W e 80 az 40+00 41+00 42+00 43+00 44+00 45+00 PROFILE 1"=40' H 1"=4' V 46+00 47+00 48+00 49+00 50+00 76 z O 0 Vela t a 0 a) m E 0 0) _ 0 ty Director — Q U SAN MATEO, SAN MATEO, PROJECT NO. 469915 PLAN AND PROFILE STA 39+75 TO 50+75 ALLIED ENG 0 a 0 z 0 0 DATE: 04/10 DRAWN BY: CT DATE: 04/10 AS SHOWN PROJECT NO.: 469915 0" t" VERIFY SCALES BAR IS ONE INCH LONG ON FULL SIZE DRAWING. IF NOT ONE INCH LONG ON THIS DRAWING, ADJUST SCALES ACCORDINGLY RMC Water and Environment CASE 3 DRAWER 7 SET 43 SHEET 0F18 Last Saved Bv. cto 4-07-10 02:37om FILENAME: 0196 -003 -PP -01 4-07-10 02:53pm ct o li XREFS: I X-c sm-pl X-S M-TBLK X-LPTSR 0801A SMateo-SS2 1008-01 c052808 X-SM-TBLK-Sht1 Los Prad os FM Alignment_KDC 0196-003-SHT-15 �«-- 0L —LO -4 ° 1° 3 Cn O + O O cn O O N N + O 0 cn CA + 0 N a 0 O co + O 0 a O IV 0 (Y1 0 O N a O O co + 0 0 O 0 pue JaleM a 3 m 0) O as O as as a0 c0 N O O O a)-8 MATCHLINE STA 50+75 FOR CONTINUATION SE SHEET I b rn 23 a m u5 -H m 23 r F rl Z I 2'! G DEPTH UNKNOWN CONTRACTOR TO POTHOLE VPI INV 93. 45 STA 5+ 38.20 S N V 1 66 t c.� N 0 a Z O VPI INV 91.33 STA 56+ 12.7 v 7 8" SD INV 94.25 NSTALL ACCESS AND CLEANING TEE PER DETAIL! g \ $HT 15 rry N i MATCHLINE STA 60+75 FOR CONTINUATION SE SHEET 9 a) a) CO 0 as Y to N (0 a) O O O O ao N a O MATCHLINE STA 50 +75 FOR CONTINUATION SEE SHEET 7 N r. co co co co C Cn Z1 8"W OXFORD AVENUE aCuCC 0 J O O m Z 0 0 co xi N) z 0 0 23 18"SL. COCC) -Is LiD co cold 2 < D CD CD co Z .7J 13BaLS X103*ON —2"G 8"SS— O v, —+ 0 0 T cn N al ca + 0 0 Ln A —+ 0 0 t t T cn O cro rn r+ 0 3- Z 0 0 r i) rn r cn 0 0 0 El S E to 2 -18"SD- z v) 23 STANFORD AVENUE LO Jco �w CO z� << l MATCHLINE STA 60+75 FOR CONTINUATION SEE SHEET 9 In SURVEYED BY: ALLIED ENG BOOK NO. DATE: CO O � 00 CA DRAWN BY: CT DATE:04/10 CHECKED BY: RB DATE:04/10 SCALE: AS SHOWN PROJECT NO.: 469915 LOS PRADOS SANITARY SEWER RELIEF PROJECT SAN MATEO, SAN MATEO, CA PROJECT NO. 469915 PLAN AND PROFILE STA 50+ 75 TO 60+ 75 Engineer - Evan Albert nginee Cathi i.mmit Deputy Directo r - Darla Reams lG Date ro / Date Date REVISION NO. DESCRIPTION BY DATE Last Saved B'. cto 4-07-10 02:37om RIM 100.70 INV 95.90 NE INV 90.9 ,G OCI 14 1 72+00 5 100.81 RIM 97.55 INV 101.65 RIM 95.73 INV RIM 101.31 INV 91.25 W STA 73+10.89 BEGIN 28" HDPE CASING -18"SS 73+0 I, NORFOLK STREET, AIT- _ e B- 0 -ATT U l // 0 J OD Z oo 75+00 ,,9O 12"W \j -- -- 74+00 61- 8"ss-T 0 cn Z Alf -3 - ATT 0 CID 0) RIM 101 .1 1 , �� INV 97.26ry N 0), 5 Tan= 11.63 `PO ,,,,y1=4'26125" g \ 3I CD Z � = c° BC, STA 74+44.30 N 4848.78 E 9270.62 EC, STA 74+67.55 N 4846.16 E 9293.72 _ r3 -12"W �4 - - -18"SS 7 I 0 REPLACE TRAFFIC SIGNAL / DETECTOR LOOPS AND/ I- "? CONDUITS AFSER- A__ ATT PIPELINE INSTALLATION R=300.00 D 5 Z IL=23.25 /g5 STA 76+10.74 END 28" HDPE CASING RIM 100.27 INV 92.61 E INV 94.39 SW INV 92.57 W - ATT - J STA 76+85 :INSTALL 20"x12" TEE WITH 12" PLUG VALVE AND 12" DI BLIND FLANGE PER DET R SHT 12 CALTRANS ACCESS CONTROL LINE (TYP) 100.60 77+00 INSTALL CAV IPER DET(\ SHT 13 RI 99.87 1"=40' rn 78+00 RIM 99.63 INV 93.33 S INV 93.14 N INV 92.65 W RIM 99.20 INV 96.30 NORFOLK STREET RIM 99.37 PLAN 15"30 - ATT ___] RIM 99.48 INV 96.56 STA 79+07.00 INSTALL ACCESS AND CLEANING TEE, PER DETAIL / e 1 SHT 15 N 4779.83 E 9728.14 RIM 99.80 -28.0'± FROM FOC INV 93.88 W TO FM CENTERLINE lI o_ - -4"G- -18"SS i 12"w-� oT - -12-W- cr 80+00 -co 15"SD--1 // / / /// 1 5"SD RIM 9'.01 INV 94.85 N INV 94 94 E INSTALL C EX. FM PE PI, STA 81+ END OF PIPE N 4780.85 E 9920.46 CONNECT TO EXISTING� 10" FM ER DETAIL / I t 1 SHT-IS SHT 13 TRANSITION FRO HDPE r0 DIP STA 8bb+87.56 N 4773.06 E 9903.70 -PI, STA 80+5'484 N 4757.97 INSTALL STATION LOCATOR BOX (C328) J W F- 0 I N NORFOLK STREET 3 cc 27"SD 12'W- -27"SD -- DR13.5 20" NOMINAL DIA HOPE (16.86" ID) 10" - DUCTIL IRON 112 TRENCH DETAIL PER 20"..DR1.3.5..HDPE ..FORCEMAIN..WITH .. 28". DR21.. HDPE .CASING SHT 12 108 104 100 W N � W N w J 7 I. H O' 2. J 0 S H • C • fl OHO.... 0.0 0. O U lr O D O 12( I- I- I-1- 0 Z 0 Z 0 0 w LJ 0.0 ..(Ct Q. CJ Ca w J 0 H O Z.0 ©~ Z S O 0 F- DQ w J O 0 O IL 0 z C CO 96 92 Z 0 Q zI HzI z O ce APPROX GRADEATPIPE CENTERLINE EXISTING z . . . zo.z D q. 121 V Q z C.0n_z, cc 00IC w J 0 H O D O w J C S H O a K) NN 0) O cc S 0 W O C O INSTALL. .CAV PER DET 2 H C.: Z 0 Z W O 0 .0 SHT 13 ---------------- ------------ z w J 0 S 0 -O IZ z Q U Q w J 0 H O 112 Z h O C7;- 0 H °4 Y 0, O Z D QV QQ 108 > 104 0 INSTALLCAV ON EXIT rM PER:: DE- SHT 13 i, MIN. CLR.: 1' MIN CLR UTILITY F. SUPPORT 0248) TILITY SUPPOI (C2483 J U z 1 N . . . . . . . . . . . . . . 88 to N + N R=200' MIN NI r. ,.�...a„... 100 1' MIN CLR R=200'. MIN 96 CONNECT 'TO EXISTING 10" FM. PER OET SHT. .15 92 GROUT ANNULAR SPACE SEE SPEC SECTION 0336 84 80 76 88 to 0 cti lIa h CO N Of z o o N: 0. * + + co N 0 n 0y 0) o, N U) at - n Co 0 'a N z > >z F- 1 R 1. N > >z > >z 84 80 72+00 73+00 74+00 75+00 76+00 77+00 PROFILE 1"=40' H 1"=4* V 78+00 79+00 80+00 76 82+00 F- 0 m DESCRIPTION z 0 (no cc SAN MATEO, SAN MATEO, CA PROJECT NO. 469915 PLAN AND PROFILE C z W CROSSING STA 71+75 TO HIGHWAY 92 SURVEYED BY: ALLIED ENG U O O z 0 0 C DATE: 04/10 DRAWN BY: CT DATE: 04/1 0 CHECKED BY: RB z O U) WJ� PROJECT NO.: 469915 0" It, VERIFY SCALES BAR IS ONE INCH LONG ON FULL SIZE DRAWING. IF NOT ONE INCH LONG ON THIS DRAWING, ADJUST SCALES ACCORDINGLY RMC Water and Environment CASE 3 DRAWER 7 SET 43 Last Saved Bv. eta 4-07-10 02:37om FILENAME: 0196 -003 —PP -01 4-07-10 02:53pm cto XREFS:I X—csm—pl I X—SM—TBLK ( X—LPTSR 10801A I SMateo—SS2 1008-01c_052808 I X—SM—TBLK—Sht1 I Los Prados FM Alignment_KDC 0196-003—SHT-15 �<C-- DR1 DIA HDPE (16.86* ID) TRENCH DETAIL PER 3.5 20" NOMINAL SEE. SHEETS 6 & 7 FOR PLAN IN THIS AREA 112 108 104 100 96 92 DR11 20" NOMINAL DIA HDPE (16.146" ID) DR11 20" NOMINAL DIA HDPE (16.146" ID) TRENCH DETAIL PER SHT 12 DR13.5 20" NOMINAL DIA HDPE (16.86" ID 1 z 0 U ::e 88 84 a SHT 12 • INV :94:4±: STA 36+4O± APPROXIMATE LIMIT OF DIRECTIONALLY DRILLED BOREHOLE --. C 14 - EL zp• - z Z zp 0 Z X 0 I— 0') J Z z U, H 2 U) -H I rn Z U W W to N tl) en STA 36+65± < LIMIT OF PIPELINE ) INSTALLED BY HDD ADJUST OR CUT AS tid NECESSARY TO z CONNECT ACCESS = AND CLEANING TEE U H- Q 80 76 72 • 0 II II z h X W a U W J SD,. INSTALL CAV PER DET APPROX EXISTNG GRADE AT PIPE CENTERLINE 1 SHT 13 rl I I f 68 If If I I If I II I I EXISTING BOX CULVERT SUPPORTED BY CONCRETE PILES. DEPTH OF PILES UNKNOWN. SEE REFERENCE DRAWINGS. DRILL BETWEEN PILES. ADJUST ALIGNMENT A$ NEC*SSARY. TRENCH DETAIL PER kat SHT 12 INV C In N STA 41+93± APPROXIMATE LIMIT OF DIRECTIONALLY . DRILLED BOREHOLE W J C 2 Z O 0I— zfy Z Q Cr CtZ W o.cl -H co a) z LL1 . U) 112 108 104 6" MIN CLR 6" MIN CLR 64 60 56 52 II 48 It I R=800' MIN STA 41+55± • LIMIT OF PIPELINE INSTALLED BY HDD Iw N z 0 Q Iz 0 100 96 92 88 84 80 76 72 68 64 60 56 52 INSTALL BY HDD L=500'* 48 44 35+00 36+00 37+00 38+00 39+00 40+00 PROFILE 1"=40' H 1"=4' V 41+00 42+00 43+00 44 45+00 46+00 0 DESCRIPTION (:) rho cc SAN MATEO, SAN MATEO, CA PROJECT NO. 469915 W —J Li 0 Ct 0 0 0 0 0 STA 35+75 TO 45+00 SURVEYED BY: AWED ENG 0 0 z 0 0 DATE: 04/10 DRAWN BY: CT DATE: 04/ 10 CHECKED BY: RB z O S PROJECT NO.: 469915 0"® 1 VERIFY SCALES BAR IS ONE INCH LONG ON FULL SIZE DRAWING. IF NOT ONE INCH LONG ON THIS DRAWING, ADJUST SCALES ACCORDINGLY h► G6650 D0.06-30-11 CIVIL RMC Water and Environment CASE 3 DRAWER 7 SET 43 SHEET 1 1 OF 18 Last Saved Bv: do 4-07-10 02:37om I FILENAME: 0196-003—SHT-12 4-07-10 02:53pm cto II XREFS:I X—SM—TBLK I Los Prodos FM Alignment_KDC I O801A I X—LPTSR I SMateo—SS2 l« -- 12"x7"x1/2" PLATE 1'-3" y 12"x7"x1/2" PLATE 1/4"\ 1/4" Q. PIPE PIPE OD 2'-3" PROVIDE 1/4" MIN THICK NEOPRENE RING BETWEEN PIPE SUPPORT AND PIPE FOR ELECTRICAL ISOLATION 3/8" PLATE 2-L4x4x3/8" SECTION � 1"=1'-0" SHT 14 2 - 1/2" HEX BOLTS W/ NUTS, TYP, SEE NOTE 1 3/8" THICK FLAT BAR STRAP, SEE NOTE 1 5/8" DIAMETER GALVANIZED BOLT WITH 2 HEX LEVELING NUTS, TYP OF 4 SECTION 1"=1'-0" NOTES: 1. STRAP AND RELATED NUTS AND BOLTS ARE REQUIRED EXCEPT WHERE NOTED ON THE DRAWINGS. 2. HOT -DIP GALVANIZE STEEL COMPONENTS AFTER FABRICATION. 3. VERIFY PIPE OD PRIOR TO FABRICATION. 1/4 1/4 1 1/2" 1 1/2" 9" WP 3/4"0 ADHESIVE ANCHOR HILTI HIT -RE 500 -SD HAS OR EQUAL 2-L4x4x3/8" 1'-2" SECTION reas 1"=1'-0" - PIPE SUPPORT DETAIL (Th 12" CLASS 3 CONCRETE 3" ASPHALT CONCRETE GRIND 0.15 FEET TO LANE UNE -\\ PIPE WARNING TAPE 12" TRACER WIRE 12" 12" GRIND 0.15 FEET TO LANE UNE AS -4 (CALTRANS DISTRICT 4 SPECIFICATIONS) TRENCH BACKFILL ADDITIONAL NOTES FOR STATION 73+10 TO 76+11: 1. COMPACTION TO BE AT 95% RELATIVE COMPACTION. SUBJECT TO TESTING. 2. CONCRETE CAP MAY BE "RAPID SET" PCC. 3. ALL TRENCH WORK SUBJECT TO STATE REGULATIONS AND INSPECTION. 4. IF COVER OVER PIPE IS LESS THAN 24" USE CLASS 3 CONCRETE BACKFILL WITH A MINIMUM OF 6" OF CONCRETE AT THE SIDES OF THE PIPE. 5. ALL TRENCH SHORING SUBJECT TO SECTION 1541 CONSTRUCTION SAFETY ORDERS OF THE CALIFORNIA DIVISION OF OCCUPATIONAL SAFETY AND HEALTH. SHORING PLANS ARE TO BE SUBMITTED FOR REVIEW AND APPROVAL TO THE STATE REPRESENTATIVE BEFORE STARTING EXCAVATION. A MINIMUM OF THREE WEEKS REQUIRED FOR REVIEW. PAVEMENT AREAS (UNDER HWY 92 STATION 73+10 TO 76+11) ASPHALT CONCRETE (A.C.) 8" THICK 6" (TYP.) (SEE NOTE 3) TACK COAT ALL EDGES WITH SS -1H (TYP.) PIPE WARNING TAPE TRACER WIRE • MATCH EXISTING A.C. THICKNESS (3" MIN.) SAWCUT (TYP.) A.C. FINAL LIFT r1" A.C. LEVELING COURSE f I EX AC. MID BASE CLASS 2 AGGREGATE BASE (TYPE G MATERIAL), 8" THICK, COMPACTED TO 95% TRENCH BACKFILL PAVEMENT AREAS (EXCEPT UNDER HWY 92 STATION 73+10 TO 76+11) PIPE WARNING TAPE RESTORE LANDSCAPING TO BETTER THAN OR EQUAL TO EXISTING CONDITION 12" TOP SOIL TRENCH BACKFILL TRACER WIRE TRACER WIRE LANDSCAPED AREAS NOTES: PIPE WARNING TAPE 4" TRENCH BACKFILL UNSURFACED AREAS 1. VERTICAL WALL TRENCH IS SHOWN. COMBINED SLOPING AND VERTICAL WALL TRENCH IS SIMILAR. ADJUST SURFACE WIDTHS AND SAW -CUT LINES FROM EDGE OF SLOPING WALLS. 2. SEE SPECIFICATIONS FOR BACKFILL MATERIAL AND COMPACTION REQUIREMENTS. 3. THE 6" (12" UNDER HWY 92) BENCH SECTION FOR A.C. SHALL BE CUT AND REMOVED IMMEDIATELY PRIOR TO FINISH PAVING OPERATIONS. 4. PIPE LOCATOR TAPE OR TRACING WIRE SHALL BE BROUGHT TO SURFACE AT STRUCTURE CONNECTIONS. PRECAST CONCRETE HANDHOLE SHALL BE PROVIDED TO TERMINATE LOCATOR TAPE OR TRACING WIRE. TRENCH SURFACE FINISH CC242) NTS MINIMUM COVER AS SPECIFIED TRENCH ZONE TYPE D MATERIAL 6" MIN. PIPE BEDDING (TYPE D MATERIAL) SEE SPECIFICATIONS TRENCH WIDTH SEE NOTE 1 NOTES: SEE SURFACE FINISH DETAIL (C242) TYPE D MATERIAL (LIGHTWEIGHT AGGREGATE) PER SPECIFICATION SECTION 02200. 12" MIN. FOUNDATION OVEREXCAVATION AND STABILIZATION ZONE, SEE NOTE 3 1. WHERE LARGE ROCKS OR STRUCTURES ARE ENCOUNTERED, TRENCH SECTIONS MAY BE DEEPER AND WIDER THAN THOSE SHOWN. TRENCH WIDTH SHALL BE A MINIMUM OF THE PIPE O.D. PLUS 24". THE MAXIMUM SHALL BE THE PIPE O.D. PLUS 36". 2. WHERE WET AND UNSTABLE SOIL IS ENCOUNTERED, SOLID SHEATHING IS REQUIRED FOR ALL VERTICAL TRENCH WALLS. 3. WHERE ORDERED BY THE ENGINEER, OVEREXCAVATE AND PLACE MIN. 12" FOUNDATION MATERIAL WRAPPED IN GEOTEXTILE FABRIC WITH 12" MIN. OVERLAP. SEE SPECIFICATION SECTION 02200. 4. SEE SPECIFICATIONS 02200 FOR BACKFILL REQUIREMENTS. PIPE TRENCH SECTION NTS (C240) CAST IRON LID LABELED "VALVE" FINISHED GRADE 2" AC UPPER SECTION OF CAST IRON VALVE BOX TYPICAL TRENCH SECTION 5" CAST IRON SOIL PIPE EXTENSION, LENGTH AS REQUIRED MANUAL GEAR ASSISTED OPERATOR (BURIED SERVICE) PIPE ZONE BACKFILL SAND BAG SUPPORT a 'o" H2O TRAFFIC RATED VALVE BOX AND COVER, SET FLUSH WITH FINISHED GRADE #4 G,TYP SQUARE CONCRETE PAD COMPACTED BACKFILL 6" TO 1'-O" EXTENSION ROD (IF REQUIRED) WITH 2" SQUARE OPERATING NUT AND VALVE POSITION INDICATOR 1'-0" BELOW GRADE WHEN VALVE OPERATING NUT IS MORE THAN 1'-0" BELOW GRADE r•- BURIED PLUG VALVE BOX NTS PLUG VALVE PIPE ZONE NOTE: PROVIDE SUITABLE SUPPORT UNDER VALVE PRIOR TO BACKFILLING. (C282) DESCRIPTION 4" MIN, TYP 0 W IC MIN WIDTH = WIDTH OF DUCT BANK +8" MIN WIDTH = PIPE OD +8" 4" MIN, TYP EXST RIGID PIPE EXST RIGID ELECTRICAL DUCT BANK CDF PREFORMED EXPANSION JOINT FILLER 1111=1111 1111= SECTION OF DUCT BANK CROSSING 1 1 1 1 N I I I I I I I I N PREFORMED EXPANSION JOINT \ FILLER BETWEEN PIPE AND CLSM PIPELINE ml Lf-1111 111 1 / 1111=1111= 1111= SECTION OF PIPE CROSSING EXST RIGID PIPE OR DUCT CLSM, FULL WIDTH OF TRENCH 6" MIN • 1111 111— III I UTILITY CROSSING ELEVATION NOTES: 1. SUBMIT SHOP DRAWING ON EXPANSION JOINT FILLER MATERIAL 2. BACKFILL TO BE BROUGHT UP UNIFORMLY ON BOTH SIDES OF UTILITY SUPPORT. 3. EXISTING PIPE OR DUCT SHALL BE FIRMLY SUPPORTED DURING INSTALLATION OF NEW PIPE AND UTILITY SUPPORT. 4. FORM THE SIDES OF UTILITY SUPPORT WHICH CROSS TRENCH. 5. RIGID PIPE SHALL BE DEFINED AS CONCRETE PIPE OR OTHER RIGID MATERIAL UNDERGROUND UTILITY SUPPORT DETAILS (C248) NTS PAVEMENT 10-1/4"0 CONCRETE TRAFFIC BOX W/CAST IRON COVER MARKED "TRACER" G5 CHRISTY BOX OR EQUAL-\ 6" MIN. TERMINAL BOX (BIG FINK TYPE) SEE SPECS CONCRETE COLLAR 3000 PSI r2" #4 REBAR CENTERED IN COLLAR O O 0 TYPE G MATERIAL MAIN LINE O • 00 o0 0 NO. 10 AWG SOLID COPPER TRACER WIRE STRAPPED TO PIPE F dJ00 1 0 Or O O O' 0 O 0ocio °O OS O LO o do " 12" PROVIDE 18" SLACK IN TRACER WIRE TO ALLOW REMOVAL OF TERMINAL BOX FROM LOCATOR STATION HDPE/PVC PIPE NOTES: 1. TAPE WIRE TO TOP OF PIPE 10' MAX SPACING. FLUSH MOUNTED LOCATOR STATION CONCRETE BOX NTS f- 0 LU 0 0 LA -1 UJ LAJ >- Cl) O Q CL 0 J PROJECT NO. 469915 DETAILS - z 0 (no LUC, z (C328) H 0 0 z 0 0 CD DATE: 04/1 0 DRAWN BY: CT DATE: 04/1 0 z 0 2 U) 0" 1" VERIFY SCALES BAR IS ONE INCH LONG ON FULL SIZE DRAWING. IF NOT ONE INCH LONG ON THIS DRAWING, ADJUST SCALES ACCORDINGLY RMC Water and Environment CASE DRAWER SET 3 7 43 SHEET 12 of 18 Last Saved BV. cto 4-07-10 02:49om FILENAME: 0196-003—SHT-12 4-07-10 02:53pm cto II XREFS:I X—SM—TBLK I Los Prados FM Alignment_KDC I 0801A I X—LPTSR I SMateo—SS2«-- UNPAVED AREAS SIDEWALK AREAS DUAL SWING ENCLOSURE (CUSTOM SIZE AS REQUIRED) Lu o 29+32 LE MEUR WELDING & MANUFACTURING (310) 830-1144, OR EQUAL CHRISTY B2436BOX PROVIDE 3 X 1/2" HOLES IN LID PRECAST CONC SIDEWALK BOX FOR VENTILATION m H2O TRAFFIC RATED \ / 12" TYP �Z' 76+90 LABEL DESCRIPTION 7-- "AIR ff [SIDEWALK '- —)11000s--)11000s- 41+65 VALVE" 6" MIN 2" VENT PIPE (SCHED 2" __ 80 THREADED PVC) °° -1111 III-= 6" MIN _---- . °• 2" MIN e° a°. BACK OF EXISTING FACE OF GUTTER ° 1 SIDEWALK BACK OF CURB STAINLESS STEEL OR a 4 3 #4 ® \ / _ • ��= l -; 18 OC \ CAV SUPPORT A I HEAVY NYLON SCREEN ° 4, <' " 6 MIN Nr--- ( co \\\ SEE NOTE 3 --' W/ HOSE CLAMP a . ,1 18" OC a4 4 6" MIN CLEAR ALL I I ° ° 3 #4 0 • ° ` TYP AROUND I ' �_ _ BACK OF CURB BACK OF EXISTING TRACER WIRES FACE OF GUTTER SIDEWALK � ° n SEE DET © REVISION NO. _ 1= CAV SUPPORT I « �r o SEE NOTE 2 �_• �'_• VENT PIPE (SCHED 2" / • • $ 80 THREADED PVC) w _ 2" CAV SEE SPECS, ' SUPPORT LEG, TRACER �� / O; SEE NOTES " SEE DET 3 STAINLESS STEEL OR ] EMBEDDED IN -'- Project Engineer — Evan Albert ' Date / �' / �. is /s�/psi (Zeil /?7 o 2 Deputy Director — Darla Reams// " % " `Date WIRE • 7• • •o I _ PROPOSED CAV w HEAVY NYLON SCREEN < . . . i t CONCRETE. TYP it 4* 4 W/ HOSE CLAMP ° ® PROPOSED CAV SEE DETAIL ° 1 L SEE DETAIL cc �� ° ° �" • • (INSTALLED ABOVE GRADE) ua °. (INSTALLED 2" CAV ° . 3 ® -' 4 A i. .� E N 0 c Jil \\ #4 • BELOW GRADE) SEE SPECS, . CAV SUPPORT SEE NOTE 3 18" OC SEE NOTES % •- •� -- a • ° 4 ; ° • 18" OC . 4 <. q �� •_ •_• —l\--- • I ° • 3 #4 0 ° �. PRECAST CONC • TYP •a LOCATION DETAIL AT STA 76+15 SIDEWALK BOX H2O Q o < , ��'�� TRAFFIC RATED • ° (I� 6. CAV SUPPORT .. FILTER FABRIC SEE NOTE 2 • o NOTES: & (BOTTOM SIDES) �- 'Cab LOCATION DETAIL AT STA 29+55 AND STA 41+65 1— _ • FILTER FABRIC 1. FINAL LOCATION OF CAV TO BE DETERMINED WITH CITY REPRESENTATIVE IN z FIELD. m o (BOTTOM & SIDES) e ,' - `� 2. LOCATION OF CAV AT 81+10 TO BE IN CITY ROW OR UTILITY EASEMENT. n(o�1 0 (�'�,J� .� VUV e•.•Vf• �'1 �,,� r oV66 i+•e• •s• z � NOTES: �� �� �� i.��.����jj �_• • I •�; �� �� �� �� �� �� ��������� • • • • • 3. PROVIDE TWO ALUMINUM 4"x6"xt 4" UNISTRUT WALL BRACKEN NO. P2941 / 6" MIN OR APPROVED EQUAL BOLTED TO CAV VAULT WALL WITH 1-5/8" UNISTRUT _ =IIII -IIII IIII- to, 0.•' "" TYPE F DRAIN ROCK 1. FINAL LOCATION OF CAV TO BE DETERMINED WITH CITY REPRESENTIVE IN FIELD. .� .� ♦�•/ �• `•�•��'' 4 y( CHANNEL. PROVIDE TWO PIECE PIPE CLAMP SIMILAR TO UNISTRUT P1126. 2" GALV. PIPE w/M PT 6 MIN I 2. PROVIDE TWO ALUMINUM 4"x6"x1/4" UNISTRUT WALL BRACKETS NO. P2941 OR I � =IIII=IIII= 4. VAULT ENCLOSURE TO BE COATED IN GREEN ACRYLIC ENAMEL. 2" GATE VALVE w/MIPT I- " -I IIII- TYPE F DRAIN ROCK APPROVED EQUAL BOLTED TO CAV VAULT WALL WITH 1-5/8" UNISTRUT CHANNEL. 2" GALV. PIPE w/MIPT 5. EXISTING FENCE AT 81+10 MAY IMPACT SWING OPENING ABILITY. IF t PROVIDE TWO PIECE PIPE CLAMP SIMILAR TO UNISTRUT P1126. SEE DET 3 2" GATE VALVE w/MIPT �_ ENCLOSURE CAN NOT SWING EASILY, PROVIDE EASILY REMOVABLE ENCLOSURE 2" ADAPTER MIT X COPPER FOR THE HALF IMPACTED BY THE FENCE. SEE DET 3. VAULT LID TO BE GALVANIZED AFTER VENT HOLES ARE CUT. 2" ADAPTER MIT X COPPER SECTION (BELOW GROUND CAV). - CAV LOCATION DETAIL r1- CAV SECTION DETAIL FOR STA 29+32 AND 41+65 CAV LOCATION DETAIL CAV SECTION DETAIL FOR STA 12+00, 18+62, 76+90 AND EXIST FM AT 81+10 I 1\V4LV1 -1\V• IVVV IV NTS - NTS NTS - NTS VZ/Z/lir,,,,A1 SINGLE —BUTT WELD JOINT 12" MIN. 5'-0" 2'-6" /-12" -. `24" MIN.* EXISTING A.C. PAVEMENT jj jj j ij�j jjZ CURB GRADE 6" BATTER: DOUBLE —BUTT WELD JOINT 1" PER FOOT 4 " SLOPE: 1/4" PER FOOT v4 4 • ° c •, ° — — - ° SLOPE: —4 <� ° FOOT NOTE: BUTT WELDS SHALL BE FULL PENETRATION, TYP. io 1" PER N ° ° a I I I- WELDED STEEL PIPE BUTT WELDS cC222) DEEP LIFT A.C. NTS COMPACTED co SUBGRADE f BATTER: 1" PER FOOT CLASS 2 AGGREGATE BASE AT 7" --II 520-C-2500 CONCRETE SEE DET AND 95% RELATIVE COMPACTION OR a 2 AS APPROVED BY THE ENGINEER WARNING TAPE - - TRACER WIRE 2" FIT x COPPER ELL 2" COPPER PIPE fl NOTES: 2" COPPER ELL 1. FOR EXPANSION JOINTS, WEAKEND PLANE JOINTS AND SCORING, SEE "MISCELLANOUS DETAILS - CURB, 2" CORP. STOP GUTTER, AND SIDEWALK" STD 3-1-141C. 10"x 2" SERVICE SADDLE 2. PROVIDE AND INSTALL #4x12" LONG DOWELS AT 18" O.C. MAXIMUM AT THE END OF UNFINISHED CONCRETE POUR OR WHERE NEW CONCRETE JOINS EXISTING CONCRETE. SURVEYED BY: ALLIED ENG BOOK NO. DATE: !DRAWN BY: CT DATE: 04/10 CHECKED BY: RB DATE: 041 O SCALE: AS SHOWN PROJECT NO.: 469915 FOR EXISTING FORCE MAIN. • ' ELECTROFUSION SADDLE 1I FOR HDPE 3. CONCRETE SHALL CONTAIN 1LB. OR 1PT. OF LAMP BLACK PER CU. YD. 4. CURB AND GUTTER TO BE POURED MONOLITHIC UNLESS APPROVED BY CITY ENGINEER. FORCE MAIN CAV CONNECTION DETAIL � TYPE "A" CURB, GUTTER, AND SIDEWALK �C141 A) NTS - NTS CASE 3 DRAWER 7 SET 4 3 le % N 1, 4 +' YY ll: /1/4 10. :b * 0 ® 1" VERIFY SCALES BAR IS ONE. INCH LONG ON FULL SIZE DRAWING. IF NOT ONE INCH LONG ON THIS DRAWING, ADJUST SCALES ACCORDINGLY Imo'- , E cF� ' / c37 �� .-: ti:1.^+-a.._ N. 016669 * No. 7I aVL it. G'' CA= * RMC Water and Environment 13 18 SHEET OF Lost Saved By. cto 4-07-10 02:49om FILENAME: 0196-003—SHT-12 4-07-10 02:53pm cto XREFS:I X—SM—TBLK I Los Prados FM Alignment_KDC 10801A I X—LPTSR I SMateo—SS2 ICC-- 4'-0" STA 10+19.80 SEE REFERENCE DRAWINGS w a MORTAR LINED, FUSION BONDED EPDXY COATED STEEL PIPE INSIDE COAT END OF in Q 18" PIPE STEEL PIPE WITH ' EPDXY COATING 2" m HEADWORKS 2" ALL AROUND MODULAR MECHANICAL SEAL CLR 0 a N w C GROUT ASSEMBLY W/SST BOLTS & NUTS cc z w iv 2c4 \ 2" CLR (TYP) HEADWORKS WALL FACE OF STRUCTURE PENETRATION SEE � DETAIL © AND ! o l I 2 -6" o� _J a 2" CLR OW) ✓ Z _ `� _ _ ^► I #5 EF 4 SIDES OF OPENING 1 � --#-, ;--F. i #5 DOWELS W/ HOOKS ��� N '•;:'• - _ ' n . ( o o ® 12" OC REVISION • NO. DETAIL 5 ( n 1 . STA 10+29.28 a OUTSIDE d. . 0 e. = , ., \ 5DOWELWTH I ' CIRCULAR PATTERN (HILTI HIT RE 500 -SO - t r7 N 7373.03 I `1.1/ E 4543.46 HEADWORKS d d ' / OR EQUAL) . Projec Engineer — Evan Albert I bate Senior En ine i a chit Date 77324-5 Deputy Director — Darla Reams rT / Date \ ` HOOKS 0 12" OC DOWEL WITH I 18" PLUG VALVE (C282) SET IN EPDXY #5 N / ADHESIVE (TYP ALL e HOOKS SET IN \ U 71- J r CJ SIDES) HILTI HIT -RE EPDXY ADHESIVE — `v ADEKA P201 OR EQUAL 500 -SD OR EQUAL #5 DIAGONAL X 3 EF (TYP) 0" BUMPED HEAD AROUND PIPE 8c OPENING 4'-0" SQUARE #5 DOWELS WITH e e • �� STA 10+22.05 - , - , \ WEEP RING _ HOOKS ® 12 OC CIRCULAR PATTERN NOTE: (HILTI HIT RE N 7378.25 E 4538.46 J� J� INSTALL LOCATOR STATION BOX ON TOP 1. WATER SURFACE IN WWTP HEADWORKS IS APPROXIMATELY 500 -SD OR EQUAL) TEN FEET ABOVE WALL PENETRATION SEE SPECIFICATIONS SECTION 30" EXISTING FM 30" XISTING FM OF 45 DEGREE FITTING(C328) I DETAIL r� SHT 12 1 STA 10+34.67 FOR RESTRICTIONS AND REQUIRED COORDINATION. 2. SEE DETAIL © FOR ADDITIONAL INFORMATION. 1"=1'-0" - MORTAR EPDXY COATED PLAN LINED, FUSION BONDED STEEL PIPE • HDPE B OLd EN 7367.64 4543.35 - HEADWORKS WALL PENETRATION DETAIL ADDITIONAL WALL REINFORCEMENT DETAIL i NTS - 1"=1'-0" - WWTP HEADWORKS - 1/2"= V-0" PIPE SUPPORT, SEE DETAILn 2,-6" WWTP HEADWORKS / N EXISTING 60" STUB LOS PRADOS SANITARY SEWER RELIEF PROJECT SAN MATEO, SAN MATEO, CA PROJECT NO. 469915 0 IIII‘ SCALE: 1"=5' 5 10 15 II II STA 10+29.28 I EXISTING 21KV POWER SEE \--; SHT 12 / iIC ` 1 / Y SCALE IN FEET N 7373.03 E 4543.46 6 NOTE 1 ON SHEET 4 AND REFERENCE DRAWINGS .a. = SEE DET I I 18" PLUG VALVE I STA 10+34.67 N 7367.64 / ) E 4543.35 EL 100.00 i / MORTAR LINED, BONDEDFUSION EPDXY COATED STEEL PIPE HDPE / ACCESS AND CLEANING TEE, SEE DETAIL / STA 10+44.32 / N 7360.92 E 4536.42 / DR 13.5 20" NORMAL Th I � � � / DIA HDPE/ FORCE MAIN (16.86" /D.) 45' ELBOW / EXISTIIt FOOTINGS TOP 9 7" PROTECT ISTI G BOTTOMVDEER:PTH 31" I J HOSE BIB 21" EXISTING FENCE 30" EXISTING FM 30" EXISTING FM SEE - NOTE 1 / / i / ij � oo T f " 1 SURVEYED BY: ALLIED ENG BOOK NO. DATE: DRAWN BY: CT DATE:04/10 CHECKED BY: RB DATE:04/1 OI SCALE: AS SHOWN PROJECT NO.: 469915 1/2"=1' -SECTION NOTES: -- /z TWO EXISTING 'o / 30" FORCE MAINS vwi 1. CONFIRM BOLT HOLE DIAMETER ON PLUG VALVE MATCHES BOLT HOLE DIAMETER ON BACKING RING ON HDPE PIPE. IT MAY BE NECESSARY TO ORDER SPECIAL PLUG VALVE WITH DIFFERENT SIZED FLANGES. INSTALLING A SHORT FLANGE BY FLANGE MORTAR LINED, FUSION BONDED EPDXY COATED STEEL SPOOL PIECE IS ALSO ACCEPTABLE. CONNECTION AT HEADWORKS LOS PRADOS FM DETAIL ALl LOCATO ST ION BOX 0 TOP / OF 90 DEGREE FITTIN / o �C328� o EXISTING 3" f° / \ UNKNOWN UTILITY — — — - - - - I17-M1GS_ MUST- BE. / - USED IN / LOCATIONS THESS \ ^� E,y i;�;� 1/2"=1'-0" - POSSIBLE EXISTING \ THRUST BLOCK LOCATION NOTES: / `• g- CASE 3 DRAWER 7 SET 43 j� I/ V �' } , 1 ` +� Ge •�3- �� `p , r x - ^ >ti N/740 o^® 1" VERIFY SCALES BAR IS ONE INCH LONG ON FULL SIZE DRAWING. IF NOT RA INCH LONG ON THIS DRAWING, ADJUST SCALES ACCORDINGLY 11%:—:10371111t4-4-.._ f=- � 4' 11 ovi. Water and Environment 1. FOR RECORD DRAWINGS, CONTRACTOR TO PROVIDE .� FOR FORCE MAIN AT WWTP DIMENSIONS OF FENCE FOOTINGS AND LOCATION CONTINUATION OF 21 KV POWER. DETAIL r./ 1 SEE SHEET 4 SHEET 1 4 OF 1 �+ R 1" — 5' SHT 4 Last Saved Bv: cto 4-07-10 02:49om FILENAME: 0196-003—SHT-15 4-07-10 02:53pm cto II XREFS:I X—SM—TBLK I Los Prados FM Alignment_KDC 10801A I X—LPTSR I SMateo—SS2 �«-- TWO HANDLES MADE FROM 48 —INCH DIAMETER LID WITH 24 —INCH INNER 1 —INCH DIAMETER BAR. LID. PHOENIX IRON WORKS MODEL P-1007 HANDLES ARE 6" LONG, OR EQUAL. LID MARKED "FORCE MAIN" PROVIDE RAM —NECK OR EQUAL t'' a o m 3" TALL, 18" ON CENTER WELD ALL AROUND STEEL 150# BLIND FLANGE EPDXY COATED DESCRIPTION 4'-0" TWELVE 3/4" HILTI—HIT—RE 500 —SD EPDXY ANCHOR BOLTS OR EQUAL WITH WASHERS AND NUTS SPACED EVENLY CONCRETE COLLAR HOOP AROUND FRAME TO KEEP FRAME FROM SLIDING #5 UNPAVED, WHERE 8" PAVEMENT WHERE OCCURS N OCCURS a I- '\' d n' 72" PRECAST FLAT TOP /'�//: ° ° / • e• 72" PRECAST FLAT TOP REVISION N . REPLACE SIX BOLTS WITH ALL —THREAD ROD. in Jl 1 l • SUPPORT BACKING FLANGE IN POSITION USING ALL —THREAD ROD AND LEVELING NUTSto #5 0 12" ��� ' / \ t. 72" PRECAST MANHOLE RISER II Iv NI �` _ 72" PRECAST MANHOLE RISER Project/3 Engineer — Evan Albert bate °' o =-. 4 E o '�.� _�• I a. . _4 a . s 1 t ° I ',�' ■■■■■iy as re _. dY re =�=, a 1" THICK 40 w > \ \ 36" SEE DETAIL O WITH C1 CF GRAVEL DH 80 PVC IRANN IPE OD DR11 HDPE PIT. 1/2" CRUSHED ROCK "' TEE (29.061" ID) WRAPPED IN MIRAFI FABRIC ADDITIONAL #5 0 12" EPDXY BOND 2 —0 LONG CIRCULAR PATTERN ..... ` DUROMETER NEOPRENE PAD TO PIPE PRIOR TO PLACING 03 ?'� w "e J), �\�\�\�`�`�\ \�"\�\��\\\\ HDPE ECCENTRIC CONCRETE REDUCER (36" X 20") 20" OD HDPE FORCE MAIN 36" OD DR11 #6 0 12" EW HDPE TEE (29.061" ID) #6 ® 12" EW 6" 6" — __-- — — - i �_ _ - — — 8'-4" SQUARE ACCESS AND CLEANING TEE BASE DETAIL 10 ACCESS AND CLEANING TEE DETAIL LOS PRADOS SANITARY SEWER RELIEF PROJECT SAN MATEO, SAN MATEO, CA PROJECT NO. 469915 DETAILS - 4 3/4"=1'-0" 3/4"=1'-0" EXISTTNG FENCE INSTALL CAV BLIND FLANGE, SEE NOTE 1 APPROXIMATE EXIST SS MANHOLE / EXIST 12" W / PROPERTY LINE EXIST 12" W EXIST 18" SS 10"MJX10"MJ DUCTILE IRON WYE RESTRAINED FCA —�� EXIST 10" FM _ _ — — — — tl e L• EXIST 4" G / / .. `♦i // EXIST 4" G EXIST CONCRETE WAI_I_ / if/ / 48" CONCRETE MANHOLE EXIST 12" W TRANSITION FROM >/ � HDPE TO DIP o WITH FLAT TOP LID STA 80+87.56 TWO 10" FLANGED 90 DEGREE ELBOWS. ONE / N 4773.06 ELBOW ROTATED UP AND ONE ROTATED E 9903.70 DOWN. SUPPORT LOWER ELBOW WITH / CONCRETE SADDLE SUPPORT RESTORE PER C141 SHT 13 SURVEYED BY: ALLIED ENG _...------------ BOOK NO. DATE: DRAWN BY: CT DATE: 04/10i CHECKED BY: RB DATE: 04/1 O SCALE: AS SHOWN PROJECT NO.: 469915 / 10" DUCTILE IRON FLANGE ADAPTER NOTES: 20"X10" HDPE 1. AT LEAST 30 DAYS BEFORE WORKING IN THIS AREA, POTHOLE CONCENTRIC REDUCER EXISTING 10" FORCE MAIN AND ALL PIPELINES COMING ACROSS BRIDGE TO THIS AREA. SUBMIT ELEVATIONS AND LOCATIONS TO ENGINEER. 2. ALL DUCTILE IRON PIPE SHALL BE RESTRAINED JOINT PIPE. 3. IF NEW PUMP STATION IS NOT ON—LINE, REMOVE BLIND FLANGE IN EXISTING MANHOLE AND KEEP PLUG VALVE (STA 10+32) AT WWTP CLOSED. 4. PROVIDE TWO 10" BLIND FLANGES SO THAT IN THE FUTURE ONE OF THE 90 DEGREE BENDS IN THE NEW MANHOLE CAN BE CONNECTION TO EXISTING FORCEMAIN REMOVED AND THE BLIND FLANGES CAN BE USED TO PLUG THE D ETAI L 1 PIPE OPENINGS. STORE THE BLIND FLANGES IN THE NEW MANHOLE. BLIND FLANGES TO BE EPDXY COATED. CASE DRAWER SET 43 I; - �• � � �UfN es 6 3a o"® 1" VERIFY SCALES BAR IS ONE INCH LONG FULL L3 SIZE DRAWING ., c IEN ,rr_e 5- �� R MC IF NOT ONE INCH LONG G, Ta1S ADJUST Water SCALES ACCORDINGLY SHEET N• K.:VI "ao-�IDRAWING, and Environment 15 OF 18 1" = 5' SHT 10 Last Saved By cto 4-07-10 02:51om FILENAME: Los Prados Traffic Control Plan 4-07-10 02:54pm cto XREFS: X—SM—TBLK 1 <-- Last Saved By wonaa 4-07-10 02:28om oo ;uawuoJlnu3 pue _a;em • • -u*m Cr jD ,> fnM OM 0 or > I m Hr HVi -( n ZZr mmU 0r Z0 z0 �x o D CDO (DO r0D 0 m 0 �'' Z m Z 'rl 11 z5O A) mZ Om> 0m 0 NL �C700 O -11 -> _ zW 0� DN� 0Zm C WZ Mr pC Or AZr ao z^ r1M X�� cM q m 00 O Do= OOm O N* m N,,r ZZO C m0 D tn � 0 v m N =AO mn W0 O Wm m -1xi,'I o m �0II 00 r mm m D m D O - n r m4 Z, ii C)Z !n �m r 0m r D r = OZ mell > 2D D Z O W m 41Z O I j 'M D 0- a)m r m r mZ S Z NO O ZN - V) w W Z m 71 mm m m i — m 0 m > r v� mx 0 X m D m Z C r Mm 3 > fl 0 m 3H1 :SlION 1VL13N39 a aiaaa a, ti BYRON AVE DALE AVE HEMLOCK AVE ROYAL AVE KEHOE AVE CHURCH AVE ,. ECHO AVE Gloom cc cc mamm rnmmm 0D 0) 0) 0) N N A A MATCHLINE A -A (FOR CONTINUATION, SEE SHEET 1 7 C�J E SURVEYED BY: ALLIED ENG BOOK NO. DATE: DRAWN BY: CT DATE:04/10 CHECKED BY: RB DATE:04/10 ES N SCALE: AS SHOWN PROJECT NO.: 469915 LOS PRADOS SANITARY SEWER RELIEF PROJECT SAN MATEO, SAN MATEO, CA PROJECT NO. 469915 TRAFFIC CONTROL KEY PLAN 1 ta Proje ct Engineer — Ev an Albert a te S —io h' a. mit - Da te Deputy Direc or — Darla Reams a' / Date REVISION Na DESCRIPTION BY DATE I FILENAME: Los Prados Traffic Contr ol Plan 4-07-10 02:54pm cto II XREFS:I X—SM—TBLK I«-- Last Saved By. wonaa 4-07-10 02: 3 Water and Env ironment a• MATCHLINE B -B CEO 19TH AVENUE CHANNEL CONTINUATION, SEE ABOVE) Z 0 z 0 r rn m ROBERTA DR ASHION ISLAND BLVD H/GHWA Y 92 B in D D (n m 'o73 r =D 71 rl n D r o m Zm r Hz 0 r� O z0 C W (n O mo 0 m m m� m Z r �0 O 0 Z Z O O Z BE EQUIPPED WITH ALL SAFETY GEAR AS SPECIFIED 'OO1f1W 3H1 NI (LOW SPEED) ROAD TYPE (TABLE 6H-3), THE MAXIMUM DISTANCE SNOIS N33M138 MATCHLINE A -A ( FOR CONTINUATION, SEE SH EET 1 6 O r • r mD mm* t Vn D 0 Z O oZ =0 r 2 )3. > -<D N N — O O 0 Z W mA 3 z • 0 m r(i z r, m D Z r m 0 73 r C Z m O O N � D Z D O r( r 0 D C7 Z 0 o Z N m0 m Mo O m C C A B LODI AVE 0 U) D rn --1 —4 HALSEY AVE OXFORD AVE 16TH AVENUE CHANNEL DARWIN AVE STANFORD AVE A B MATCHLINE B -B (FOR CONTINUATION, SEE BELOW) O CO SURVEYED BY: ALLIED ENG BOOK NO. DATE: DRAWN BY: CT DATE:04/10 CHECKED BY:RB DATE:04/10 SCALE: AS SHOWN PROJECT NO. : 469915 LOS PRADOS SANITARY SEWER RELIEF PROJECT SAN MATEO, SAN MATEO, CA PROJECT NO. 469915 TRAFFIC CONTROL KEY PLAN 2 Project Engineer — Evan Albert ate Deputy Direc tor — Darla Rea ms Da te REVISION NO. DESCRIPTION BY DATE Figure 6H-1©. Lane Closure on Two -Lane Road Using Flaggers (TA -10) Figure 6H•11, Lane Closure on Two -Lane Road with LowTralfic Volumes Figure 6H-15, Work in Center of Road with Low Traffic Volumes (TA -1S) Figure 6H-26. Closure i enter of Intersection (TA - 26 m I FILENAME: Los Prados Traffic Control Plan 4-07-10 02:54pm cto II XREFS:I X—SM—TBLK I« -- Nalo:.Sad Tablas -2 and 61-1-3 for the moaning c4 the Symbols and -or letter codee, ueed in ibis figure Note! The buffer space should Ff<, extended so that Ma two 'way troUs7 tape, is placerl hoard ftra/fintat for crest ',rrl lea CURIO to provirJc adoguatcr sight distance for the Magyar and a queue v1 stopped vend es t s\ t S U jl0f511) MAX Lane r.io-Way fiats Taper 3tj e. i, 100 Oil rAAX 1 1<7f io FEET ti,R hh ,r.=iI) (OrtOna Typical Application 10 Figure 6H-27. Closure at Side of Intersection (TA -27) opt Iona I) 30m1100 MAX. Al(apllonall rn I trit 1:i MAX 30 m 110011 MAX 2 for I I;rg+jer snlorrraatiwn Note: See Tables 6H-2 and 511 :3for the rneanini of me synitmts uiiddor!Viler cad used in Inis figure. Typical Application 27 yoplionall (.4.311 ,..)41a1} OR Sce Tabins bN 2. and €FI for the meaning of the symbols andlar leper codes used in this figure:. lo ranaty r, Sao Section 36.151 option / (optional) au rn 11 OP11) MAX. Sutter Space 1 orrul Runeace (optional) 30 rn t (JO ft) MAX. i Typical Application 11 46m11511». TO CNC 7MItr4 TRAFFIC Figure 611-30. Interior Lane Closure on Multi -lane Street (TA -30) (oprlonal) HEI Roller Space 1W:snot Trtclehlounted Artenualer l OP1 vnati Nan: Soo Tables 0H2:1rd1 EH -3 tor the moaning oflhe :mortals anWor teller cries used In Ihis figure. Erlier Space ?uZsonalt Typical Application 30 Motional) teetthcrlai 3 m {10 ft) fain murn edge of pa.iernenl or ou!skle sage n1 payed shouktrr Typical Application 15 'rabies OH -2 and GH-3 d fla mocanina of the symbols andinr fetter runes used in 1 resJiqure, L GENERAL NOTES: ri !.I Note See Tables CH -2 and ISH-3 for the meaning el the symbols antl+or letter codes used in this Irr11Jre, Typical Application 26 1. ALL TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR STREETS AND HIGHWAYS (2003 EDITION), THESE GENERAL NOTES, AND PLANS SHEETS. 2. BASED ON A 25 MPH POSTED SPEED LIMIT, ALL TAPER LENGTHS SHALL BE A DISTANCE OF 125 FEET. 3. BASED ON AN URBAN (LOW SPEED) ROAD TYPE (TABLE 6H-3), THE MAXIMUM DISTANCE BETWEEN SIGNS SHALL BE 100 FEET. 4. ALL FLAGGERS SHALL BE EQUIPPED WITH ALL SAFETY GEAR AS SPECIFIED IN THE MUTCD. 5. AREAS OF WORK ARE LIMITED TO 300 —FEET IN LENGTH, AND 12 —FEET OR 24 —FEET WIDE DEPENDING ON SPECIFIC TRAFFIC CONTROL PLAN USED. SEE TRAFFIC CONTROL FIGURES ON THIS SHEET. 6. ITEMS CALLED OUT AS "OPTIONAL" ON THIS SHEET ARE TO BE PROVIDED AT THE CITY'S OPTION (NOT THE CONTRACTOR'S OPTION). DESCRIPTION N. SAN MATEO, SAN MATEO, CA PROJECT NO. 469915 J O 0 F - Z U) O J U Q U_ LU LL 0 LL F— SURVEYED BY: ALLIED ENG O z O OD DATE:04/10 DRAWN BY: CT 0 0 CHECKED BY:CH PROJECT NO.: 469915 o" 6itS1 1" VERIFY SCALES BAR IS ONE INCH LONG ON FULL SIZE DRAWING. IF NOT ONE INCH LONG ON THIS DRAWING, ADJUST SCALES ACCORDINGLY RMC Water and Environment CASE 3 DRAWER 7 SET 43 SHEET 18 of 1 8 Last Saved By wonaa 4-07-10 02;26om