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HomeMy Public PortalAboutNorfolk Street Bridge Replacement at San Mateo Creek, Project No. 09-90-11.31CITY OF SAN MATED NORFOLK STREET BRIDGE REPLACEMENT AT SAN MATED CREEK CITY OF SAN MATEO, SAN MATEO COUNTY, CALIFORNIA CITY PROJECT NO. 09-90-11.31 FEDERAL AID PROJECT NO. BRLS-5102(015) PROJECT LOCATION VICINITY MAP NO SCALE ROUTE 101 CARY AVE PATRICIA AVE r w Sc w 0 0 CO w z CITY OF SAN MATEO DEPT. OF PUBLIC WORKS RELEASED FOR CONSTRUCTION PROJECT LOCATION MAP 9 j yi,,t/o7 NO SCALE CITY E EE ,R fro( CTOR 0 PUBLIC WORKS D SHEET INDEX: DWG NO. SHEET NO. DESCRIPTION T1 X1 LP1 IM1 C1 -C8 D1 -D2 SC1-SC4 PD1 E1 -E2 L1.1 -L4.5 CK1 S1 -S7 Q1 TITLE SHEET TYPICAL CROSS SECTIONS, ABBREVIATIONS & LEGEND NORFOLK STREET LAYOUT & PROFILE NORFOLK STREET IMPROVEMENTS PLAN CONSTRUCTION DETAILS DRAINAGE AND UTILITY PLANS STAGE CONSTRUCTION AND TRAFFIC HANDLING PLANS PAVEMENT DELINEATION AND SIGNING PLAN SIGNAL, LIGHTING AND ELECTRICAL PLANS LANDSCAPE AND IRRIGATION PLANS CREEK IMPROVEMENT PLAN STRUCTURE PLANS QUANTITIES BASIS OF SURVEY: HORIZONTAL & VERTICAL CONTROL WILL BE PROVIDED BY THE CITY. ALL ELEVATIONS IN PLANS ARE SAN MATEO DATUM (SMD) (NGVD ELEV + 97.64' = SMD ELEV) GENERAL NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR THE INTENT OF THESE PLANS AND SHALL REPORT ANY DISCREPANCIES FOUND IN THEM TO THE ENGINEER PRIOR TO CONSTRUCTION. 2. LOCATIONS AND DEPTHS OF EXISTING UTILITIES ARE APPROXIMATE ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITIES TO DETERMINE EXACT LOCATIONS AND DEPTHS. CONTRACTOR SHALL NOTIFY USA AT 1-800-227-2600. CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO START OF CONSTRUCTION. 3. CONTRACTOR SHALL CONFINE HIS OPERATIONS AND ACTIVITIES WITHIN THE PROJECT LIMITS, CONSISTING OF ROAD RIGHT OF WAY, RIGHTS OF ENTRY AND/OR PROJECT CONFORMS, AS SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER. 4. EXISTING GRADES AT CONFORMS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AND THE ENGINEER PRIOR TO CONSTRUCTION OF IMPROVEMENTS THAT MAY BE AFFECTED. DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER FOR POSSIBLE REVISIONS TO THE GRADES SHOWN ON THE PLANS. DWG NO: 1 OF 37 NORFOLK STREET BRIDGE REPLACEMENT AT SAN MATEO CREEK DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA ni!, >X THOMAS & CO. INC. CONSULTING CIVIL ENGINEERS t MUNICIPAL PLANERS OFFICES IN SAN JOSE, CUPERTINO. FREMONT, REDWOOD CITY, SACRAMENTO, SALINAS AND WALNUT CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94063 TELEPHONE: (650) 363-8277 NO. REVISION DATE SCALE: AS SHOWN NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34". DESIGNED BY: K. ADAM DRAWN BY: K. ADAM CHECKED BY: B. LEVEEN SHEET TITLE: TITLE SHEET SHEET NO: T1 CASE DRAWER SET 1 4 1 22 AS BUILT FILE NAME: NorfolkLT1 PCP NAME: 4VJ'SE—n.PCP ABBREVIATIONS: LEGEND: CROSS SECTION NOTES: AB AGGREGATE BASE AC ASPHALT CONCRETE APPROX APPROXIMATE AS AGGREGATE SUBBASE BC BEGIN CURVE BLDG BUILDING BVCE BEGIN VERTICAL CURVE ELEVATION BVCS BEGIN VERTICAL CURVE STATION BW BACK OF WALK CB CATCH BASIN C&G CURB AND GUTTER CIDH CAST IN DRILLED HOLE CENTER LINE CL CLASS CMP CORRUGATED METAL PIPE CONC CONCRETE CONT CONTINUOUS CR CENTER OF RAMP CSM CITY OF SAN MATEO D DRIVEWAY DI DRAINAGE INLET DIP DUCTILE IRON PIPE DWY DRIVEWAY EC END OF CURVE ELEV ELEVATION EVCE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION EXIST EXISTING FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY FL FLOW LINE GB GRADE BREAK GND GROUND ELEVATION HDPE HIGH DENSITY POLYETHYLENE HORZ HORIZONTAL INV INVERT LOL LAYOUT LINE LG LIP OF GUTTER LP LOW POINT LT LEFT MAX MAXIMUM MIN MINIMUM MH MANHOLE NB NORTHBOUND OC ON CENTER OD OUTSIDE DIAMETER OG ORIGINAL GROUND PCC PORTLAND CEMENT CONCRETE PED PEDESTRIAN PI POINT OF INTERSECTION P/L PROPERTY LINE PVC POLYVINYL CHLORIDE PVI POINT OF VERTICAL INTERSECTION R RADIUS RT RIGHT R/W RIGHT OF WAY SB SOUTHBOUND SCH SCHEDULE SDMH STA SW TC TOB TP TSW TW TYP VAR VC VERT STORM DRAIN MANHOLE STATION SIDEWALK TOP OF CURB (THEORETICAL TC AT WHEELCHAIR RAMPS OR DRIVEWAYS) TOP OF BANK TOP OF PAVER ELEVATION TOP OF SIDEWALK ELEVATION TOP OF WALL ELEVATION TYPICAL VARIABLE GRADE VERTICAL CURVE VERTICAL DETAIL IDENTIFIER: DETAIL NUMBER SHEET NUMBER 4' 2% ......•;•;9••• ....... .•..00❖.•••o•.000000•. P 0 .0000.•.00•••. ....At*.......................... R/W EXIST ELECTROLIER EXIST ELECTROLIER (DOUBLE LAMP) NEW ELECTROLIER (SINGLE LAMP) DRAINAGE INLET TREE GRATE IN SIDEWALK GRADE/DIRECTION OF FLOW SWALE EXIST FENCE COLD PLANE ASPHALT CONCRETE AND OVERLAY WITH NEW REMOVE AND REPLACE CONCRETE 43' 1. DIMENSIONS OF THE STRUCTURAL SECTION ARE SUBJECT TO TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS. 2. FOR LIMITS OF CURB, GUTTER AND SIDEWALK, SEE LAYOUT PLANS. 3. ALL AGGREGATE BASE AND OTHER STRUCTURAL MATERIAL PLACED IN MEDIANS FOR TEMPORARY PAVING AND DETOURS SHALL BE REMOVED ALONG WITH TEMPORARY SURFACING PRIOR TO PLACING BACKFILL FOR MEDIAN LANDSCAPING. 4. SIDEWALK AND CURB AND GUTTER TO BE POURED MONOLITHIC UNLESS SHOWN OTHERWISE ON THE PLANS. 5. REINFORCING FABRIC (MIRAFI 600X OR EQUIVALENT, AS APPROVED BY THE ENGINEER) SHALL BE PLACED ON THE EXCAVATED SUBGRADE PRIOR TO PLACING AGGREGATE SUBBASE. FABRIC SHALL BE PLACED FROM CURB LINE TO CURB LINE, SHALL BE OVERLAPPED 6 FEET AT SEAMS, AND SHALL BE NAILED IN PLACE TO PREVENT MOVEMENT DURING SUBBASE CONSTRUCTION. SEAMS SHALL RUN LONGITUDINALLY, PARALLEL WITH THE STREET CENTERLINE. N LINE 43' R/W 8' 32' 3' 5' 30' 7.5' SW SW 2% TYPE "A" CURB & GUTTER AND SIDEWALK (TYP) 2% OG LANDSCAPED MEDIAN ISLAND* PROFILE GRADE R/W REINFORCING FABRIC (TYP, SEE NOTE 5) 0.40' AC (TYPE B) 0.60' AB (CL 2) 1.25' AS (CL 4) (SAME SECTION BOTH SIDES) NORTHBOUND LANES = COLD PLANED TO ACHIEVE PROFILE AND OVERLAYED ON EXISTING ROADWAY PAVEMENT * SEE DETAIL ON PLAN IMI TYPE "A" CURB & GUTTER AND SIDEWALK (TYP) REINFORCING FABRIC (TYP, SEE NOTE 5) 43' 30' 2%** 0.40' AC (TYPE B) 0.60' AB (CL 2) 1.25' AS (CL 4) (SAME SECTION BOTH SIDES) NORTHOBOUND LANES = COLD PLANED TO ACHIEVE PROFILE AND OVERLAYED ON EXISITING ROADWAY PAVEMENT *SEE DETAIL ON PLAN IM2 DATE 2% 2% TYPE "B2" RB AND GUTTER ONLY ON SOUTHBOUND LANES NORFOLK ST STA N 3+25 TO 4+90** NO MEDIAN ISLAND STA 4+87 TO 4+90 BRIDGE AND APPROACH SLABS FROM STA 3+25 TO 3+88 OG N LINE 3' 3' LANDSCAPED MEDIAN ISLAND* PROFILE GRADE TYPE "B1'/ C RB AND GUTTER ONLY ON SOUTHBOUND LANES NORFOLK ST STA N 1+49 TO 3+25 NO MEDIAN ISLAND STA 3+00 TO 3+28.5 CROSS SLOPE VARIES FROM STA 1+49 TO STA 1+80 LT AND FROM STA 1+49 TO STA 2+20 RT 43' 30.5'-33' 2%** 6 SW 2% t— 0.5' R/W - 1' NOT TO SCALE DWG NO: 2 OF 37 NORFOLK STREET BRIDGE REPLACEMENT AT SAN MATEO CREEK DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA MARK THOMAS & CO. INC. CONSULTING CIVIL ENGINEERS & MUNICIPAL PLANNERS OFFICES IN SAN JOSE. CUPERTINO, FREMONT, REDWOOD CITY. SACRAMENTO, SALINAS AND WALNUT CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94063 TELEPHONE: (650) 363-8277 N4� J . COS ANTINI No 51415 ExP06/30/02, CIVIL OF CA - DATE: 701 NO REVISION SCALE: AS SHOWN AS BUILT JW 8/02 NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34". DESIGNED BY: A. SHAPIRO DRAWN BY: A. SHAPIRO CHECKED BY: B. LEVEEN SHEET TITLE: NORFOLK STREET TYPICAL CROSS SECTIONS ABBREVIATIONS & LEGEND SHEET NO: X1 CASE 1 DRAWER 4 SET 122 AS BUILT FILE NAME: Norfolk2_X1 PCP NAME: 4VJ'SE—n.PCP p 2 +41± 48'+LT BC BEGIN C&G & SW CONFORM TO EXIST EXPANSION JOINT TC 102.3+ 1 +46.00, 39.95'LT CR TC 102.40 +53.00. 35.25'LT TC 102.50 N 1+00.00 POT 1+00 N 2036240.67 -� `► S39'S0'S0"E E 6036755.83 CONFORM 271 N LINE WILD BILL'S DONUTS ELECTROLI R (TYP RW w I - z J a w Pao A o U w 00 J w LEel as TREE WELL (TYP) CONFORM (TYP -6' SW "I i 0 0 0 N 0 ADDED REINFOCE ENT- > - w J J Q (+1)- o 10 N CO +54.00 3.00'LT +80. 33'LT TC 103.07 - +63.55, 33.00'LT EC + TC 102.70 2+00 +01, 33.00'LT ro PI + NORFOLK STREET BRIDGE (SEE STRUCTURE PLANS) +97.00 3.00'LT 3+00 i I +25.00, 5.0 'LT END C& CONFORM TO APPROACH SLAB LEVEE WALL (EXIST) (91 0 0 of V 0 0 ADDED ELECTROLIER ON BRIDGE (TYP) (SEE STRUCTURE PLANS) ADDED REINFORCEMENT eJ > t0 o I re) 8' SW'' 0 0 N N CURB DATA NO. RADIUS DELTA/BEARING LENGTH TANGENT 1 25.00 65' 45' 24" 28.69 16.16 3.00 180' 00' 00" 9.42 - 3 3.00 180' 00' 00" 9.42 - 4 4.00 180' 00' 00" 12.57 - 5 4.00 180' 00' 00" 12.57 - 6 12.00 89' 52' 51" 18.82 11.98 EXTENDED CONFORM AREA I. 1+32 50 00'LT L. u7 +88.00, 35.00 LT r` BEGIN C&G M CONFORM TO + APPROACH SLAB 4+00 ADDED CURB 6" ABOVE SIDEWALK + 83.00 3.00'LT j Q ro +73, 33.5'±RT POT I BEGIN C&G & SW I CONFORM TO EXIST TC 103.1+ +64± I 39.5'*RTI +57.5± I 42.40'RT +53+ 42.40'R T -BEGIN CURB -I (TI I \+54.00 +90, 34.86RT 3.00'RT TC 103.34 +I o +73+ 39.5'+RT +20. 36'RT TC 103.92 0 O U) U7 + _ + +97.00/ 3.00'RT P•ROA -CURBW/ o RAILING rn LU H SLAB ADDED REINFOR EM -I D +32.50 15.00'RT FIAIL IN CONC N 2036044.96 6036919.14 V 106.08 BEGIN C&G CONFORM TO APPROACH SLAB APPROACH SLAB +88.00, 35.00'RT 0 0 N +83.00 +80, ' 5.00'RT I +86.74 BCI 35RT 35.00'RT I TC 102.66 TC 102.42 NORFOLK APARTMENTS ;UNDER CONSTRUCTION) R/W +92±, 35'±LT END C&G & SW CONFORM TO EXIST TC 102.4+ L..-- CONFORM 1 5+00 N LINE ei'>- +73± 42.00'RT 81° TEND CURB o- & DRIVEWAY rn ' +IN + II, 6'RT TC 103.69 +02, 36.00'RT PI ITC 103.53 SIGNAL POLE WATER METER FIRE HYDRANT - IRRIGATION` FACILITIES ENLARGED CURB DETA 6' W R W +01, 36.00'RT PI N I LCI-1 AU SERVICE +01.00, 42.00'RT PI, BW 114 110 106 102 98 94 STATION CONFORM ® 1+49 ELEV = 102.8+ 1+00 IC) In 1n U m LU m PVI STA1= 2+00 PVI ELEV 103.63 90.00' VC 1.59% N WALL. SAME AS THE ONE IN FRONT-OF-SHORE-VTEW SHOPPING CENTER. FROM THE FENCE ' ETAIL, spEti S-tA = 3+45 THE PLANS OF PROJECT 09-90-38.31 PVI ELEV = 107.91 200.00' VC 1 ' +25.00, 35.00'RT END C&G; _I CONFORMS TO re -1-n-14-1 APPROACH SLAB 11 \+25.00, 43L00'RT PI, BW ' 11 +88.00 43.00'RT PI, BW' II LEVEE WALL -1' ILL___(EXIST) 'I LEVEE WALL (BY OTHERS) I I >- w J J I • Cl 0 0 co 0) >- w J N POSTS WLC N _ - 7.5' SW-- O O o +0004 42.50 RT + H, BW RAMPED ACST TO NEW SI E +99±, 53'±RT END C&G & SW CONFORM TO EXIST TC 101.7± NORFOLK ST 6+00 S39'50150"E 1/4 PT TC 102.25 +95.14 CR 38.44'R T TC 102.05 3 4 PT TC 101.88 if. +98.74 46.98 RT 1.75 N 6+00.00 POT N 2035856.79 E 6037076.20 ACE HARDWARE SCALE: 1"=20' APPROX OG-� u-) N vi 0 m co co mot- O 0 co NEW (SEE -PROFILE, GRADE 2,95% BRIDGE SOFFIT STRUCTURE PLANS) -3809 EXISTING, BRIDGE SOFFIT U7 0 _O LU 0 m PVI STA = 4+95 PVI ELEV = 102.21 100.00' VC CONFORM ® 4+90 ELEV = 102.7± w D z > Q Q z w 0 • 1) 0 o_ 0- 2+00 3+00 4+00 5+00 -0.44% -4 SCALE: 1 "=20' HORIZ 1"=4' VERT 6+00 114 110 106 102 98 94 DWG NO: 3 OF 37 NORFOLK STREET BRIDGE REPLACEMENT AT SAN MATEO CREEK DEPARTMENT OF PUBLIC WORKS, CITY OF SAN SAN MATED, CALIFORNIA MATEO 111 CONSULTING CIVIL ENGINEERS 3 MUNICIPAL PLANNERS OFFICES IN SAN JOSE, CUPERTINO, FREMONT, REOWOCO CITY, SACRAMENTO, SALINAS AND WALNUT CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94063 TELEPHONE: (650) 363-8277 MARK THOMAS & CO. INC. 1 `1c W• TANTINI 51415 * Exp 06/30/02 ,�- CIVIL a\A- 1 or � F DATE : '/l/3/0! NO REVISION AS BUILTS DATE SCALE: AS SHOWN JW 8/02 NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34" DESIGNED BY: K. ADAM, B. LEVEEN DRAWN BY: K. ADAM CHECKED BY: B. LEVEEN SHEET TITLE: NORFOLK STREET ROADWAY LAYOUT & PROFILE SHEET NO: LP1 CASE 1 DRAWER SET 172 AS BUILT FILE NAME:Norfolk2_1P1 PCP NAME: 4VJ'SE-n.PCP STATION CONFOR 1+00 SIGN/AL MODIFICATION (SEE ELECTRICAL PLANS') r� GRIND/ EXISTING AC 0.15' FOR 6' BEYOND CONFORM- THEN OVERLAY WITH FINAL PAVEMENT LIFT (TYP ALL STREET CONFORMS) WIDEN SIDEWALK --- (4" PCG ON I 4' AB1CL2) /RIND EX EXISTING SIDEWALK, CURB & GUTTER TO BE REMOVED BETWEEN 3RD AVE AND BRIDGEON EAST SIDE CONTAINS STEEL REINFORCING; j APPROX #4 BARS AT 24" OC EACH WAY. TYPE "1" SIDEWALK & DRIVEWAY REINFORCEMENT A-1 RADIATOR & AIR—CONDITIONING INC. TREE GRATE OPENING (TYP) (SEE LANDSCAPE PLANS) REMOVE ELECTR to & CONC FOOT1N "C" CURB GRIND EXISTING AC 0.15' MIN, FOR 6' MIN BW, AND OVERLAY ITH NEW AC TO ONFORM WITH BACK OF NEW, DRIVEWAY ELEVATI9NS. APED MEDIAN ANPSCAPE PLANS)' 10 TYPE "A" C&G AND SW CONFORM "A" SEE DETAIL DRIVEWAY (TYP) SEE DETAIL TYPE "A" C&G _ _1 AND SW (TYP) 0 REMOVE ELECTROLIER & CONC FOOTING 3+00 ►��� LR / W --EXTENDED CON- • AREA (TYPICAL) 1 BEYO D , r APPROX OG 1+00 2+00 NORFOLK STREET BRIDGE REPLACEMENT AT SAN MATEO CREEK DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA ItCONSULTING CIVIL ENGINEERS k MUNICIPAL PLANNERS OFFICES IN SAN JOST, CUPLR1INO, TREMONT. REDMOOD CITY. SACRAMENTO, SALINAS AND WALNUT CREEK MEDIAN NOSE C2 PAVING (TYP, - ALL MEDIAN NOSES) NORFOLK STREET BRIDGE (SEE STRUCTURE PLANS) CONFORM "B" SEE DETAIL TYPE "2" SIDEWALK on I REINFORCEMENT CONSTRUCT TEMPORARY COFFERDAM (TYP) (SEE SHEET C8) r —PROFILE GRADE NEW BRIDGE EXISTING BRIDGE — MARK THOMAS & CO. INC. 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94063 TELEPHONE: (650) 363-6277 'FROM SIDEWALK AND C&G TRANSITION AT APPROACH SLAB (SAME ALL FOUR CORNERS OF BRID E) II VIASSIqW4/ NO . REVISION ii -4 4 A AS BUILT 51415 Exp O6/30/02 CIVIL DATE: 9////di COAST GAS STATION TYPE "A" C&G AND SW _ CONFORM "C" SEE DETAIL SIDEWA C2 (TYP) TYPE "B2" C& APPROACH SLABS „ ., TYPE LANDSCAPED MEDIAN A AND (SEE LANDSCAPE PLANS) AND SW DATE 8/02 ORING CONFORM "D" SEE DETAIL TYPE "2" SIDEWALK REINFORCEMENT LEVEE WALL (EXIST) R (S 3 4 TYPE "2" SIDEWALK REINFORCEMENT NOTE: ON THE NORTH BOUND LANE BETWEEN STA. 2+00 AND STA. 4+75, OVERLAID NEW AC ON EXISTING AC PAVEMENT RIND EXISTING AC 0.15' DOWN BETWEEN STA. 4+7.. AND STA. 5+02, THEN OVERLAY WITH FINAL AC LIFT EMO CONC FOOTING N LINE CONFORM TYPE "C" RAMP __>v- is If D AC SLOPED fl9WN FROM BACK OF SIDEWALK 1 C) IX w O Q CD OCK SLOPE PROTECTION & CHANNEL RECONSTRUCTION EE SHEET CK1) SCALE: AS SHOWN NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34" DESIGNED BY: DRAWN BY: B. LEVEEN 4 122 K. ADAM CHECKED BY: K. ADAM SHEET TITLE: DIP 6+00 ( I. I_ NORFOLK ST R W NORFOLK STREET IMPROVEMENTS PLAN ems -39 SCALE: 1"=20' SCALE: 1 "=20' RORIZ 1"=4' VERT 114 110 106 102 98 94 DWG NO: 4 OF 37 SHEET NO: IMi AS BUILT DRAWER SET FILL NAME:Norfolk_IM7 PCP NAME: 4VJSE—n.PCP + OG FG OG „ LIMIT OF PAYMENT FOR SIDEWALK AND CURB RAMP BW LIMIT OF PAYMENT FOR CURB & GUTTER (TYPE A) FACE OF CURB (LOL) 6'-0" 7'-6" AND 8'-0" A 4" PCC " AB(CL2) R=1/2" 2'-O„ BATTER 1" PER 12" SUBGRADE COMPACTED TO 90% 7" NOTE: SIDEWALK, CURB AND GUTTER TO BE POURED MONOLITHIC. TYPE 'A' CURB & GUTTER AND SIDEWALK NO SCALE 6"H R=1/2" BOTH SIDES BATTER 1" PER 12" VARIES 4"-6" FG TYPE "C" CURB NO SCALE PCC BW AB(CL2) TOP OF CURB GRADE f(TC) 4" 6" 8" PCC FACE OF CURB (LOL) BATTER 1" PER 12" 12" AB(CL2) TYPE "B1" 2 CURB & GUTTER NO SCALE PCC MIXED AND POURED WITH INTEGRAL COLOR DAVIS "SAN DIEGO BUFF" GENERAL NOTES FOR ALL DETAILS THIS PAGE: 1. CONSTRUCT EXPANSION JOINT FILLED WITH ASPHALT IMPREGNATED EXPANSION JOINT FILLER MATERIAL, PER EXPANSION JOINT DETAIL, AT LOCATIONS AS FOLLOWS: A. TYPE "A" CURB & GUTTER AND SIDEWALK - AT ALL TREE GRATE LOCATIONS AS SHOWN ON THE SIDEWALK SCORING DETAIL, SHEET NO. C2, AND AT BEGINNING AND END OF CURB RETURNS. B. TYPE "B1", "B2" & "C" CURBS - EVERY 50' AND AT BEGINNING AND END OF CURB RETURNS. 2. SET 1/4" X 1/2" DEEP GROOVE FOR WEAKENED PLANE JOINT EVERY 9' (SEE DETAIL ON SHEET NO. C2). 3. ALL BAR REINFORCING SHALL BE EPDXY -COATED. 2" CLR FACE OF CURB (LOL) 2" #4 ® 24" O.0 3-#4 CONT. ® MID LEVEL NOTES: 1. REFER TO TYPE "A" C&G AND SW DETAIL FOR SUBGRADE CONSTRUCTION AND OTHER DETAILS NOT SHOWN. (5) TYPE '1' SIDEWALK REINFORCEMENT NO SCALE 2" MIN & VARIES FG/OG BW PCC 3" 4 „ AB(CL2) NOTE: „ I „ 3-#4 CONT FOR DETAILS NOT SHOWN, SEE TYPE "B1" CURB AND GUTTER. PAVER (SEE LANDSCAPE PLANS) 4" PCC (NON -COLORED) #416" I. ® 24" O.0 TYPE B2" 3 CURB & GUTTER 12" NO SCALE 12" EXPANSION JOINT FILLER 1 (PCC/ I #5 SMOOTH DOWEL ® 12" OC ® MIDPOINT OF PCC THICKNESS WRAP ONE SIDE WITH ONE LAYER OF BUILDING PAPER EXPANSION JOINT DETAIL NO SCALE FACE OF CURB (LOL) BATTER 2" PER 12" NOTES: 1. REFER TO TYPE "A" C&G AND SW DETAIL FOR SUBGRADE CONSTRUCTION AND OTHER DETAILS NOT SHOWN. TYPE '2' SIDEWALK REINFORCEMENT NO SCALE DWG NO: 5 OF 37 NORFOLK STREET BRIDGE REPLACEMENT AT SAN MATEO CREEK DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA MASH THOMAS & CO. INC. CONSULTING CIVIL ENGINEERS & MUNICIPAL PLANNERS OFFICES IN SAN JOSE, CUPERTINO, FREMONT, REDWOOD CITY, SACRAMENTO, SALINAS AND WALNUT CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94063 TELEPHONE: (650) 363-8277 DATE: 9J/ NO. REVISION DATE SCALE: AS SHOWN NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34". DESIGNED BY: H. MISTRY, B. LEVEEN DRAWN BY: H. TRUONG CHECKED BY: B. LEVEEN SHEET TITLE: NORFOLK STREET CONSTRUCTION DETAILS SHEET NO: Cl CASE 1 DRAWER 4 SET 122 AS BUILT FILE NAME: Norfolk2_C1 PCP NAME: 4V_PSE—n.PCP BW SIDEWALK BEYOND VAR ft ft PCC AB(CL2) FACE OF CURB (LOL) 1" LIP SECTION B -B 8.3% WEAKENED PLANE JOINTS (TYP) A UNIFORM SLOPE SIDEWALK PCC THICKNESS (TYP) VAR I ES CIE 0' - 5' SLOPE 1" PER FOOT 6" I AB(CL2) 8.3% 6" (MIDPOINT) SECTION A -A B 6" F UN I F ORM�� E SIDEWALK PCC THICKNESS (TYP) N\AAN BACK OF WALK VARIES * 0' - 5' 8.3% SEE RAMP GROOVING DETAIL CSM 3-1-157 (TYP) LIMITS OF PAYMENT FOR DRIVEWAY 8.3% SIDEWALK CURB & I GUTTER 5 B DRIVEWAY WIDTH 5 *EWIDTH 0' IF DRIVEWAY SLOPES TO MATCH BACK OF WALK ELEVATION. WIDTH INCREASES (UP TO 5' MAX) WHERE FLATTER DRIVEWAY SLOPE SPECIFIED ON PLANS. CALCULATE WIDTH AS HEIGHT DIFFERENCE BETWEEN BACK OF WALK AND BACK OF DRIVEWAY DIVIDED BY 8.3% (AS SPECIFIED ON LP SHEETS) PLAN NO SCALE NOTES: 1. SEE TYPE "A" CURB & GUTTER AND SIDEWALK FOR DETAILS NOT SHOWN 2. IF EXPANSION JOINT FALLS IN DRIVEWAY, PLACE AT CENTERLINE. DRIVEWAY DETAILS NO SCALE MEDIAN c c LANDSCAPING (SEE LANDSCAPE PLANS) 7.5' OR 8 WPJ 1/4"X1/4" SCORE LINE SAN DIEGO BUFF INTEGRAL COLOR A \" MEDIAN NOSE PAVING NO SCALE EJ BACK OF WALK WPJ WPJ 9'-0" -I 9'-O„ 9'-O„ a>• ►. (TYP) (TYP) (TYP) 2'-0" OR 3'-0" 2'-i" (TYP) 2'-0" 2'-3" OR SCORING 47(TYP) 3'-0" TREE GRATE (3'x6') t-6„ LIP i OF GUTTER FACE OF CURB 7 C' O_ ell fl 1 fl C S I A I I., PCC MIXED AND POURED WITH INTEGRAL COLOR DAVIS "SAN DIEGO BUFF" #4 ® 24" O.0 PCC ' AB(CL2) SUBGRADE COMPACTED TO 90% SECTION A -A WPJ EJ TYPE "B1" C&G (MODIFIED) PCC(NON-COLORED) BACK OF WALK WPJ WPJ 9'-0" 9'-0" 9'-0„ (TYP) ,... (TYP) (TYP) 2'- " 3'-0„ (TYP) 3'-O" r TREE GRATE (3'x6') A 6„ 6' C' C` Inru/AI I/ 1. SCORING PATTERN AND EXPANSION JOINT (EJ) ALIGNED WITH ONE EDGE OF TREE GRATE OPENING AT TREE GRATES (TYP). 2 WEAKENED PLANE JOINTS (WPJ) ALIGNED WITH SCORING, EVERY THIRD SCORE BLOCK AS SHOWN IN DIAGRAM (TYP). 1/8"R ?) A SCORING 1/4"x1/4" 1/4" SIDEWALK SCORING DETAIL NO SCALE 1/4" 1/2" WEAKENED PLANE JOINT 1/4"x1/2" DWG NO: 6 OF 37 NORFOLK STREET BRIDGE REPLACEMENT AT SAN MATEO CREEK DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATED SAN MATEO, CALIFORNIA MARK THOMAS & CO. INC. CONSULTING CIVIL ENGINEERS & MUNICIPAL PLANNERS OFFICES IN SAN JOSE, CUPERTIN). FRENONT, REDWOOD CITY, SACRAMENTO, SALINAS AND WALNUT CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94063 TELEPHONE: (650) 363-8277 DATE: 45/ NO. REVISION DATE SCALE: AS SHOWN NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34". DESIGNED BY: B. LEVEEN DRAWN BY: H. TRUONG CHECKED BY: K. ADAM SHEET TITLE: NORFOLK STREET CONSTRUCTION DETAILS SHEET NO: C2 CASE 1 DRAWER 4 SET 122 T AS BUILT FILE NAME: Norfolla_C2 PCP NAME: 4V.YSE-n.PCP DRIVEWAY BOLLARD CANTILEVER WALL PO I I I I I I I I I I I I I I I I I LJ L 8.3% A° 45'_L\ N. 1 - 8" SEE STRUCTURE PLANS 7.0' f 2.0 9.0' TYPICAL ALL FOUR CORNERS OF BRIDGE DETAL SCALE: 1"=2' SIDEWALK APPROACH SLAB 0 D BEGIN BRIDGE 3+00 ft C -}} URB & GU1 TI R-� TRANS ITION! D D END BRIDGE 4+00 NORFOLK STREET APPROACH SLAB --r --APPROACH SLAB D D 1 1 SDEWALK TRANSITION EiThy ON APPROACH SLAB SCALE: 1"=20' NORFOLK STREET BRIDGE REPLACEMENT AT SAN MATEO CREEK DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA MARK THOMAS & CO. INC. CONSULTING CIVIL ENGINEERS & MUNICIPAL PLANNERS OFFICES IN SAN JOSE. CUPERTINO, FREMONT, REDWOOD CITY. SACRAMENTO, SALINAS AND WALNUT CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94063 TELEPHONE: (650) 363-8277 CONC FOOTING FOR BOLLARD APPROACH SLAB TYPICAL ALL FOUR CORNERS OF BRIDGE DRIVEWAY WIDTH TRANSITION FROM 2% GUTTER SLOPE TO STANDARD GUTTER SLOPE OVER WIDTH OF DRIVEWAY STANDARD CURB & GUTTER PER PLANS CURB & GUTTER TRANSITION AT APPROACH SLABS FACE OF CURB 24" FOR 7.5' R 8' SW 18" FOR 6' SW NO SCALE SIDEWALK 0 11" DIA BOLT CIRCLE CONCRETE FOUNDATION DEPTH: 36" FOR SINGLE -HEAD POLE NOTE: SEE CITY OF SAN MATEO STANDARD PLANS 3-1-161 & 3-1-162 FOR REMAINING FOUNDATION DETAILS (3) ELECTROLIER FOUNDATION ANCHORAGE NO SCALE NO. REVISION DATE SCALE: AS SHOWN NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34". DESIGNED BY: B. LEVEEN DRAWN BY: H. TRUONG CHECKED BY: K. ADAM SHEET TITLE: NORFOLK STREET CONFORM DETAILS DWG NO: 7 OF 37 SHEET NO: C3 CASE 1 DRAWER 4 SET 122 ASBUILT PCPENAME::4tPSE-n.CPCP 1 nr, TYPE CURB CONFORM TO EXIST AC -30' DRIVEWAY r-- A VAR A-1 RADIATOR & AIR-CONDITIONING INC. CONSTRUCTED NEW CURB ALL AROUND LulvrdRm INCvv UurRd 10 (TYP) -R/W CONFORM TO EXISTING AC 4 TYPE "C" CURB C1) r BW CONFORM AT BACK OF DRIVEWAY r COLD PLANE AC 0.15' CONFORM OG\ OGJ A VAR 6' SIDEWALK 6" PCC SECTION A -A STATION 2+03 12' FG AC OVERLAY (0.15' MIN) 2.7% SECTION B -B STATION 2+77 NORFOLK STREET BW 2% 2% WHEEL CHAIR RAMP (TYP) 21' 12 AC OVERLAY REPLACED EXISTING CURB getaft I EXIST TREES REMOVED BY OWNER VAR 30' DRIVEWAY 2%I CURB & GUTTER - AC OVERLAY K S` (4 Cl -CONFORM O C \L VAR 1 XIS11 G AC /W TYPE "C" CURB CONFORM "A" DETAIL SCALE: 1"= 5' SCALE: HORIZ 1"= 2' VERT 1"= 2' FG . r'— " PC C CC NORFOLK STREET 2% SCALE: HORIZ 1"= 2' VERT 1 "= 2' COLD PLANE AC 0.15' CONFORM OGThil AC OVERLAY (0.15' MIN) F 12' 4.9% 2' STREET SECTION C -C STATION 3+16 AC OVERLAY AB (CL 2) ELEV 105.1 MIN �� OG SECTION D -D "-----21' DRIVEWAY 2%;, r» 1 2% APPROACH SLAB (SEE STRUCTURE PLANS) FG 6" PCC NORFOLK STREET • y 4 1 SCALE: HORIZ 1"= 2' VERT 1"= 2' SCALE: HORIZ 1"= 2' VERT 1"= 2' DWG NO: 8 OF 37 NORFOLK STREET BRIDGE REPLACEMENT AT SAN MATEO CREEK OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATED, CALIFORNIA DEPARTMENT MARK THOMAS & CO. INC" CONSULTING CIVIL ENGINEERS & MUNICIPAL PLANNERS OFFICES IN SAN JOSE, CIPERTINO, FREMONT, REDWOOD CITY, SACRAMENTO, SALINAS AM) WALNUT CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94083 TELEPHONE: (650) 363-8277 COSTANT I N I ▪ i'- � No, 51415 4` Exp 06/30/02 J+j CIVIL/ 7l OF CA��' DATE: "WO/ F 4N NO. REVISION AS BUILT JW DATE 8/02 SCALE: AS SHOWN NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34". DESIGNED BY: K. ADAM DRAWN BY: K. ADAM CHECKED BY: B. LEVEEN SHEET TITLE: NORFOLK STREET CONFORM DETAILS SHEET NO: C4 CASE 1 DRAWER 4 SET 122 AS BUILT FILE NAME : Nortolk2_C4 PCP NAME: 4V_PSE—n.PCP NORFOLK STREET APPROACH SLAB R W NORFOLK STREET 2% OG NOTE: 2-3" PVC L NDERDRAIN PIPES (SEE DRAINAGE PLANS) REMOVE EXIST CURB P d, 6' SW (--CONCRETE STEP A-- EXIST DOOR SAWCUT EXISTING CONCRETE AT FACE OF NEW BW BUILDING ENTRANCE BW 3.5'± FACE OF BLDG FG 1' STEP a L. "H"/2 BUILDING ENTRANCE SCALE: HORIZ 1"= 2' VERT 1"= 2' 1. SEE SHEET C1, DETAIL 8 FOR TYPE "2" SIDEWALK & REINFORCEMENT SECTION A -A STATION 2+59 NORFOLK STREET FG 6" PCC r BW 0.6' 21' DRIVEWAY 2% 1' CONFORM TO FACE OF BUILDING it 17' CONFORM TO CONFORM "B" DETAIL SCALE: 1"= 5' 17'-17.8' EXIST AC 1 2'1 EARTH C IC AC OVERLAY ELEV 105.5 MIN r 6' VC N. SECTION B -B STATION 3+10 AC OVERLAY (0.15' MIN) 6.2% 1 1' 2' 7 I �2. OG Q SECTION C -C SCALE: HORIZ 1"= 2' VERT 1"= 2' COLD PLANE AC 0.15' CONFORM OG SCALE: HORIZ 1"= 2' VERT 1"= 2' DWG NO: 9 OF 37 NORFOLK STREET BRIDGE REPLACEMENT AT SAN MATEO CREEK DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA MARK THOMAS & CO. INC. CONSULTING CIVIL ENGINEERS & MUNICIPAL PLANNERS OFFICES IN SAN JOSE. CUPERTINO. FREMONT. REDWOOD CITY, SACRAMENTO, SALINAS AND WALNUT CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94063 TELEPHONE: (650) 363-8277 DATE: y�Nlf NO. REVISION DATE SCALE: AS SHOWN NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34". DESIGNED BY: K. ADAM DRAWN BY: K. ADAM CHECKED BY: B. LEVEEN SHEET TITLE: NORFOLK STREET CONFORM DETAILS SHEET NO: C5 CASE 1 DRAWER SET 122 + AS BUILT FILE NAME:NorfoIk2_C5 PCP NAME: 4VJ'SE-n.PCP /CONFORM CURB TO 1 EXISTING PCC PAD. (USTs) REMOVED AC AND REPAVED 6" AC CONFORM TO PCC PAD TYPE "C" CURB ¶VAR EXISTING AC PAVEMENT CONFORM TO AC 12' CONFORM TO PCC PAD EXISTING GAS PUMP CONFORM TO PCC PAD EXISTING PCC PAD BW-24 30' DRIVEWAY 2 7 EXISTING AC PAVEMENT REMOVED AC AND REPAVED 6" AC 6 // 7/ VAR 30' DRIVEWAY — CONFORM TO AC T — T 2% >CURB & GUTTER n COLD PLANE AC 0.15' CONFORM OG� WHEEL CHAIR RAMP (TYP) 12' NORFOLK STREET 8' SIDEWALK CONFORM "C" DETAIL SCALE: 1"=5' AC OVERLAY (0.15' MIN) r COLD PLANE AC 0.15' MIN CONFORM OG BW 2.9% SECTION A -A STATION 4+12 6' AC OVERLAY (0.15' MIN) 27 BW SECTION B -B STATION 4+72 2% FG 2% FG 6" PCC B NORFOLK STREET 2% SCALE: HORIZ 1"= 2' VERT 1"= 2' NORFOLK STREET 2% SCALE: HORIZ 1"= 2' VERT 1"= 2' DWG NO: 10 OF 37 NORFOLK STREET BRIDGE REPLACEMENT AT SAN MATEO CREEK DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATED SAN MATED, CALIFORNIA MARK THOMAS & CO. INC. CONSULTING CIVIL ENGINEERS & MUNICIPAL PLANNERS OFFICES IN SAN JOSE, CUPERTINO. FREMONT, REDWOOD CITY, SACRAMENTO, SALINAS AND WALNUT CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94063 TELEPHONE: (650) 363-8277 NO. REVISION DATE SCALE: AS SHOWN AS BUILT JW 8/02 NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34". DESIGNED BY: A. SHAPIRO, K. ADAM DRAWN BY: A. SHAPIRO CHECKED BY: B. LEVEEN SHEET TITLE: NORFOLK STREET CONFORM DETAILS SHEET NO: C6 CASE 1 DRAWER 4 SET 1 22 AS BUILT FILE NAME:Norfdk2_C6 PCP NAME: 4V_PSE-n.PCP NORFOLK STREET A WHEEL CHAIR RAMP (TYP) CURB & GUTTER< 2% 20' DRIVEWAY 2%1 40' DRIVEWAY BW L. J N 3% PAVE WITH 0.25' AC (TYPE B) OVER 0.67 AB (CL 2) COMPACTED PER SPECIFICATIONS. 17' IF L23.5' A NORFOLK STREET 2% FG i RAW I SAWCUT EXISTING AC AT FACE OF NEW BW L 10 VAR rCONFORM TO AC 11' r BW 17'-17.8' B 34' AC PAVEMENT PARKING LOT AVE\ LOU() `.TUTU CONFORM "D" DETAIL SCALE: 1"=5' AC OVERLAY (0.15' MIN) GRADE TO DRAIN SCALE: HORIZ 1"= 2' VERT 1"= 2' 6" PCC f • a• COLD PLANE AC 0.15' SECTION A -A NORFOLK STREET 2% CONFORM rOG FG 2% L r BW SAWCUT EXISTING AT FACE OF NEW COLD PLANE AC J AND OVERLAY 1 10' AC BW� AC OVERLAY (0.15' MIN) 3.7% 6" PCC SECTION B -B STATION 4+38 COLD PLANE AC 0.15' CONFORM _LOG SCALE: HORIZ 1"= 2' VERT 1"= 2' LLJ O Q w m DWG NO: 11 OF 37 NORFOLK STREET BRIDGE REPLACEMENT AT SAN MATEO CREEK DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA 1,e MARK THOMAS & CO. INC. CONSULTING CIVIL ENGINEERS t IUIICIPAL PLANNERS OFFICES IN SAN JOSE, CUPERTINO, FREAONT, REDWOOD CITY, SACRAIENTO, SALINAS AM) WALNUT CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94083 TELEPHONE: (650) 363-8277 DATE: 9///ol NO. REVISION DATE SCALE: AS SHOWN NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34". DESIGNED BY: A. SHAPIRO, K. ADAM DRAWN BY: A. SHAPIRO CHECKED BY: B. LEVEEN SHEET TITLE: NORFOLK STREET CONFORM DETAILS SHEET NO: C7 CASE 1 DRAWER 4 SET 122 AS BUILT FILE NAME:Norfolk2_C7 PCP NAME: 4V_PSE—n.PCP J 3+00 MENZMI LEVEE WALL - (NEW) (BY OTHERS) I I I 0 N r I 11 \ w U i I hl LEVEE WALK (EXISj-} RDAM COAST CAS.. STATION NORFOLK ST 4+00 N L I NE 2 - 250'± TEMPORARY ALTERNATIVE PIPE CULVERT 1. COFFERDAM LOCATION SCALE: 1"=20' NEW BRIDGE COFFERDAM WEST LEVEE WALL (EXIST) 110 105 100 95 110 105 100 95 CROSS SECTIONS AT COFFERDAM LOCATIONS SHOWN ON THE PLANS ARE FOR INFORMATION ONLY AND MAY NOT REPRESENT ACTUAL FIELD CONDITIONS AT THE TIME OF CONSTRUCTION. MIN TOP OF COFFERDAM ELEV 105.0 N N - 40 -30 -20 -10 0 10 COFFERDAM EAST 110 z 105 20 30 40 100 95 MIN TOP OF COFFERDAM ELEV 105.0 N - 40 -30 -20 -10 0 10 COFFERDAM WEST • 7 20 30 COFFERDAM SECTIONS SCALE: HORIZ: 1"=10' VERT: 1"=10' 40 110 105 100 95 FOUR (4) TIDE GATES TO BE CLOSED BY CONTRACTOR DURING CONSTRUCTION PERIOD AND LATER REOPENED BY CONTRACTOR UPON COMPLETION OFI CONSTRUCTION it / c' 2 -WAY TIDAL FLOW SCALE: 1"=20' TIDE GATE LOCATION 2 -WAY REVERSIBLE PUMP(S) TO BE INSTALLED BY CONTRACTOR FOR PUMPING WATER EITHER DIRECTION OVER TIDE GATES TO MAINTAIN LOW FLOW CHANNEL IN CREEK / DWG NO: 12 OF 37 NORFOLK STREET BRIDGE REPLACEMENT AT SAN MATEO CREEK DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA MASH THOMAS & CO. INC. CONSULTING CIVIL ENGINEERS ! MUNICIPAL PLANNERS OFFICES IN SAN JOSE, CUPERTINO, FRE)OIT, ROM= CITY, SACRMENTO, SALINAS AND NALMJT CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94063 TELEPHONE: (650) 363-8277 DATE: 7/j// NO. REVISION DATE SCALE: AS SHOWN NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34". DESIGNED BY: K. ADAM DRAWN BY: K. ADAM CHECKED BY: B. LEVEEN SHEET TITLE: NORFOLK STREET TEMPORARY CREEK DIVERSION PLAN SHEET NO: C8 CASE 1 DRAWER 4 SET 122 AS BUILT FILE NAME: Norfolk2_CB PCP NAME: 4V YSE—n.PCP 1 6" 44 3" HP —£ +— LH a- N CONNECT TO EXIST INSTALL 45' VCP"Y" CONNECTION 1+0 12" HOPE 12" CCP a_ CC '0z6II FIRE �^ HYDRANT TO REMAIN `N 1 LLI Q CJ) 11 2 DI ti A-1 RADIATOR & AIR—CONDITIONING INC. TRAFFIC SIGNAL CONTROLLER CABINET (EXIST) ELECTROLIER (TYP) TCI CABLE art' a IIN 1kV in 4 6 DI STA REMOVE 2—X" PVC CSM 3-1— PVC- `, 1 51.0.00'RT 2+00 ELECTROLIER UNDERDRAIN PIPES 20 2' -&PVC DRAIN I?rE4kTO GUTTER I II 3" PVC \11 �- I N ImIst EW PRECAST BOX W/ GRATE DI REMOVE INLET GRADE NEW AC TO DRAIN RE NORFOLK S 3+0 •VE ELECTROLIE O --n ne' 411,1 NEW - - ECAIST BOX +40 W/ GR TE DI +55 UNDERDRAIN UND RDRAIN OUTLET INLET - 2'-2" PVC UNDERDRAIN ECH AUTO PIPES TO GUTTER SERVICE 1+51,0.00'RT INLET (TYPE A2) TC 103.10 INV 99.7 12" CMP OUT (N) DRAINAGE PIPE PROFILE SCALE: 1"=20' HORIZ 1"=4' VERT J J I I W w U 0 1- I F TUR 8"\ DIP (FUTURE FROM 4 J 3" GAS TO BE RELOCATED --- IN NEW BRIDGE (COORDINATE WITH PG&E) ., Hr BRIDGE +00 i TRTE WELL (TYP) IRRIGATION (EXIST) k-,42 _ - MI)LL1 I2_ 5 PULL BOX / / 8" WATER TO BE RELOCATED BY CALIFORNIA WATER SERVICE CO. •-/ / / /W /(_i' . 11111116-011 1. 0 DIP PACBELL PAYPHONE I(EcIST) -- ELffCTI I CAL SERVICE CABINET (E XA-ST )- ------ AvLNUL UUUUR STORE IRRIGATION CONTROLLER CABINET (EXIST) 3/4" NOTE: ALL EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF ALL UTILITIES PRIOR TO PERFORMING ANY WORK. NORFOLK APARTMENTS (UNDER CONSTRUCTION) v 6 \ , X� EXIST /V I /, 15 60 N DI EXIST! ELECTOLIER RELOCATED ELECT'OLIERS TO RE AIN a N LINE 15" SD 6+00 16 IS X I E /87 e+/ ••'/ It z 0 W U W < co DI N ti Li II EXIST DRAINAGE INLETS TO REMAIN RECONSTRUCT HOODS PER DETAILS (SEE SHEET D2) 8" DIP f --f -/-- / / / W / <- / / ACE HARDWARE SCALE: 1" 20' LEGEND: -w- tR R -OH --T-- -E-- / / 1 / / / ■ 2% EXIST WATER EXIST IRRIGATION EXIST SANITARY SEWER EXIST STORM DRAIN EXIST GAS EXIST ELECTRIC EXIST OVERHEAD ELECTRIC EXIST TELEPHONE EXIST CABLE TV, COMMUNICATIONS ABANDONED UTILITY NEW STORM DRAIN NEW SIDEWALK UNDERDRAIN DRAINAGE INLET GRADE/DIRECTION OF FLOW ADJUST UTILITY IDENTIFIERS �1 ADJUST WATER METER FRAME & COVER TO GRADE 02 ADJUST WATER VALVE FRAME & COVER TO GRADE O3 ADJUST SANITARY SEWER FRAME & COVER TO GRADE U ADJUST ELECTRICAL BOX TO GRADE Co ADJUST GAS VALVE FRAME & COVER TO GRADE © ADJUST MONITORING WELL COVER TO GRADE 07 ADJUST STREET LIGHTING BOX TO GRADE ® ADJUST SANITARY SEWER MANHOLE TO GRADE DWG NO: 13 OF 37 NORFOLK STREET BRIDGE REPLACEMENT AT SAN MATEO CREEK DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA flt, MARK THOMAS & CO. INC. WS CONSULTING CIVIL ENGINEERS & NINICIPAL PLANNERS OFFICES IN SAN JOSE, CUPERTINO. FREMONT. REDWOOD CITY, SACRAMENTO, SALINAS AND WALNUT CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94063 TELEPHONE: (650) 383-8277 A 64 CC :ESSION . .'COSTANTINI No 51415 Exp 06/30/02 Jj CIVIL 4 OF CAN DATE : Y0/ NO REVISION AS BUILT JW DATE ' SCALE: AS SHOWN 8/02 NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34". DESIGNED BY: B. LEVEEN, A. SHAPIRO DRAWN BY: A. SHAPIRO CHECKED BY: K. ADAM SHEET TITLE: NORFOLK STREET DRAINAGE AND UTILITIES SHEET NO: D1 CASE 1 DRAWER 1 SET 122 AS BUILT FILE NAME:Norfolk2.J)1 PCP NAME: 4V_PSE—n.PCP 5 24" J TYPE B1(MOD) C&G 36" FLOW LINE 7-1/2" BELOW TC UNIFORM GRADE ALONG FL FLOW LINE 6" BELOW TC NOTE: FOR INLET, CURB OPENING AND FRAME & GRATE DETAILS SEE TYPE A2 INLET. MEDIAN NOSE DETAIL WITH TYPE A2 INLET NO SCALE TC CJ 10" fMIN LIMITS OF 24" GUTTER DEPRESSION 28" 24" 10" CJ MIN FLTh BASE OF CURB „ 1 v r -J 7-1/2" 7-1/2" S.R.C.P. MODEL 2K PRECAST INLET BOX ----141 24" I I ELEVATION „ A6„ r GRATE INLET STATIONING POINT ON DRAINAGE SHEETS r 24" 7-1/2"j S.R.C.P. MODEL A2 FIBERGLASS LINER - INLET HOOD ASSEMBLY (W/5" CURB OPENING) S.R.C.P. MODEL 2K PRECAST INLET BOX GUTTER 11 I/ ,4 r -1 I l' \I IN, :URB & N N \ / N N N / \ / / / / / / GRADE BRAKE (TYP) A 24' MODEL PH -204 PLAN FRAME AND GRATE TYPE A2 STORM DRAIN INLET AND GUTTER DEPRESSION DETAILS NO SCALE 6" AC 1 6" MIN OVERLAP "..] (TYP, EACH SIDE) PIPE - 3" SAND BEDDING Y • a • A • a d' 4 • • a• • ." • • .. a O • SLOPE 1" PER FOOT SIDEWALK ELD � POURED PCC 24" r SECTION VARIES NOTE: FOR ADDITIONAL DETAILS AND DIMENSIONS SEE SANTA ROSA CAST PRODUCTS CO. (S.R.C.P.) STANDARD PLANS A2, D1 & PH -204 12" MIN. & VARIES y . ♦ G e. • a • O 1 • AB(CL2) PLACED IN 6" MAX. LIFTS TO 90% COMPACTION BRING UP ON BOTH SIDES OF PIPE EVENLY .4 I D/2 D D/2 2D TYPICAL STORM DRAIN TRENCH SECTION UNDER STREET NO SCALE A V 8" MIN AS (CL4) COMPACTED TO 95% COMPACTION " MIN (TYP) 12" MAX D+12" MIN (TYP) D+24" MAX DWG NO: 14 OF 37 NORFOLK STREET BRIDGE REPLACEMENT AT SAN MATEO CREEK DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA MARK THOMAS & CO. INC. CONSULTING CIVIL ENGINEERS & MUNICIPAL PLANNERS OFFICES IN SAN JOSE, CUPERTINO, FREM3NT, REDWOOD CITY, SACRAMENTO, SALINAS AND WALNUT CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94063 TELEPHONE: (650) 363-8277 DATE: ti t710, NO. REVISION DATE SCALE: AS SHOWN NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34". DESIGNED BY: B. LEVEEN DRAWN BY: J. VU, H. TRUONG CHECKED BY: K. ADAM SHEET TITLE: NORFOLK STREET DRAINAGE DETAILS SHEET NO: D2 CASE 1 DRAWER 4 SET 122 I AS BUILT FILE NAME: Norfolk2_D2 PCP NAME: 4V_PSE—n.PCP + FUNDING IDENTIFICATION SIGN CONSTRUCTION BEGINS EXPECT DELAYS DURING CONSTRUCTION C ••• V' IF 'V O C181 0 0 O 1 1 WILD BILL'S DONUTS (TYP), LL� 'vr LEGEND CONSTRUCTION AREA SIGN TEMPORARY PAVEMENT DELINEATION DETAIL TEMPORARY PAVEMENT MARKING CHANNELIZERS (SURFACE MOUNTED) DIRECTION OF TRAVEL STAGE 'X' CONSTRUCTION REPLACE MEDIAN ISLAND WITH TEMPORARY PAVEMENT 1 C18 (4) TEMPORARY RAILING (TYPE K) TEMPORARY CRASH CUSHION MODULE (SAND FILLED) TEMPORARY TYPE I I I BARRICADE WITH WARNING LIGHTS A-1 RADATOR & AIR-CONDITIONING INC. T CD PERSONAL AWARDS WIN TECH AU O SERVICE NO PARKING ALONG CURB w w GIG OUJ E- <( 142j 21' W Z J I D _J �: a i. 3 .10 TEMPORARY LANE i CLOSURES . r REMOVALPI r I 0 0 Or_ -1 -, _ I rf COAST GAS STATION a co; b AVENUE L QUOR STORE GENERAL NOTES (FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING) L0.5' AC SECTION A -A NORFOLK APARTMENTS (UNDER CONSTRUCTION) NO PARKING ALONG CURB 1. SEE CALTRANS STANDARD PLANS A20A THRU A24A, A73C, AND T1 THRU T13. 2. REMOVE ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS AT EACH STAGE. 3. FINAL AC LIFT (0.17') TO BE PLACED IN FINAL STAGE. 4. CHANNELIZERS (SURFACED MOUNTED) USED TO DIVIDE OPPOSING TRAFFIC SHALL BE SPACED AT 15' O.C. MAXIMUM OR AS DIRECTED BY THE ENGINEER. 5. SEE CALTRANS SIGN MANUALS FOR SIGN CODES. 6. SEE CALTRANS TRAFFIC MANUAL FOR PAVEMENT MARKING PLACEMENT. 7. SEE SHEET X1 FOR ABBREVIATIONS. BEACON AVE NORFOLK ST C18 ACE HARDWARE 1 4 Li —1 I SHOREVIEW 0 LJ-L_ C18 (8) H-- LJ F —7 7/ NOT TO SCALE STAGE 1A CONSTRUCTION 1 INSTALL CONSTRUCTION AREA SIGNS (USED FOR ALL STAGES). 2 REMOVE MEDIAN ISLAND BETWEEN NORFOLK BRIDGE AND BEACON AVE, AND PORTION OF MEDIAN BETWEEN 3RD AVE AND NORFOLK BRIDGE. 3 TEMPORARY AC PAVING WHERE MEDIAN REMOVED. TRAFFIC A. WEEKEND LANE CLOSURE, INSIDE LANE EACH DIRECTION, 3RD AVE TO BEACON AVE. STAGE lA DWG NO: 15 OF 37 NORFOLK STREET BRIDGE REPLACEMENT AT SAN MATEO CREEK DEPARTMENT OF PUBLIC WORICS, CITY OF SAN MATED SAN MATED, CALIFORNIA 1 MASH THOMAS & CO. INC. aw� CONSULTING CIVIL ENGINEERS & MUNICIPAL PLAJIERS OFFICES IN SAN JOSE. CUPERTINO. FREMIONT, REDWDOD CITY, SACRAMENTO, SALINAS AND WALNUT CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94063 TELEPHONE: (650) 363-8277 DATE : `lA//1/4 NO. REVISION DATE SCALE: AS SHOWN NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34". DESIGNED BY: K. ADAM, B. LEVEEN DRAWN BY: K. ADAM CHECKED BY: B. LEVEEN SHEET TITLE: NORFOLK STREET STAGE CONSTRUCTION AND TRAFFIC HANDLING PLAN SHEET NO: SC1 CASE 1 DRAWER 4 SET 122 AS BUILT FILE NAME: Norfolk2_SC1 PCP NAME: 4V_PSE-n.PCP + C TI 4 N Line 13' 13' NB SB �L--�— r `I WILD BILLS DONUTS SECTION A —A A -I RADIATOR & AIR-CONDITIONING INC TEMPORARY CRASH CUSHIONS (ARRAY TE) w J J a >` w J J Q STAGE 1B CONSTRUCTION 1 STRIPE NB SIDE OF NORFOLK ST. AT BRIDGE FOR 2 -WAY TRAFFIC ON 2 LANES. 2 PLACE K -RAIL ALONG EAST SIDE OF MEDIAN AT NORFOLK ST. BRIDGE AND APPROACHES. 3 DEMO WEST HALF OF EXISTING NORFOLK ST. BRIDGE. 4 BUILD WEST HALF OF NEW NORFOLK ST. BRIDGE. 5 BUILD SIDEWALK, CURB & GUTTER AND CONFORMS ON WEST SIDE. 6 BUILD SB PORTION OF NEW ROADWAY. TRAFFIC A. DETOUR 2 LANES SB TO 1 LANE SB ON EAST SIDE OF MEDIAN ACROSS BRIDGE. B. MERGE 2 LANES NB TO 1 LANE NB ACROSS BRIDGE. C. MAINTAIN ACCESS TO ALL BUSINESSES AND ALLEYS. D. CONSTRUCT PORTION OF ROADWAY WITH TEMPORARY WEEKEND LANE CLOSURES. (MAINTAIN MINIMUM OF ONE LANE OPEN EACH DIRECTION DURING WEEKEND LANE CLOSURE) 3� COAST GAS STATION AVENUE LIQUOR STORE NORFOLI APARTMENTS (UNDER CONSTRUCTION) 0 J TYPE VI (9' LONG) ACE HARDWARE LANE ENDS MERGE RIGHT (9 ) NORFOLK ST I r ¢o L T l : n O °a L (0 NOT TO SCALE STAGE 1B DWG NO: 16 OF 37 NORFOLK STREET BRIDGE REPLACEMENT AT SAN MATEO CREEK DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA MARK THOMAS & CO. INC. CONSULTING CIVIL ENGINEERS it MUNICIPAL PLANERS OFFICES IN SAN JOSE, CUPERTINO, FRE)ONT, REDWOOD CITY, SACRAMENTO, SALINAS AND WALNUT CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94063 TELEPHONE: (650) 363-8277 DATE: S00/ �. M. COSTANTINI No 51415 ExP06/30/02 CIVIL 2 NO. REVISION DATE SCALE: AS SHOWN NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34". DESIGNED BY: K. ADAM, B. LEVEEN DRAWN BY: K. ADAM CHECKED BY: B. LEVEEN SHEET TITLE: NORFOLK STREET STAGE CONSTRUCTION AND TRAFFIC HANDLING PLAN SHEET NO: SC2 CASE 1 DRAWER 4 SET 122 AS BUILT FILE NAME:Norfdk2 2 PCP NAME: 4V_PSE-n.PCP N Line + f a J 4 ° * 0 STAGE 2 ° 0 CONSTRUCTION ° 0 F L / c 11' NB WILD BILLS DONUTS 10' 11' NB tt SB SECTION A —A A-1 RADIATOR & AIR --CONDITIONING INC. TYPE VI (9' LONG) 5, TEMPORARY CRASH CUSHIONS (ARRAY TE) 1 STRIPE SB SIDE OF NORFOLK ST. AT BRIDGE FOR 2 —WAY TRAFFIC ON 3 LANES. 2 PLACE K —RAIL ALONG NORFOLK ST. BRIDGE. 3 DEMO EAST HALF OF EXISTING NORFOLK ST. BRIDGE. 4 BUILD EAST HALF OF NEW NORFOLK ST. BRIDGE. 5 BUILD SIDEWALK, CURB & GUTTER AND CONFORMS ON EAST SIDE. 6 BUILD NB PORTION OF NEW ROADWAY. TRAFFIC A. DETOUR 2 LANES NB TO WEST SIDE OF K —RAIL ACROSS BRIDGE. B. MERGE 2 LANES SB TO 1 LANE SB ACROSS BRIDGE. C. MAINTAIN ACCESS TO ALL BUSINESSES AND FIRE TRUCK ACCESS TO ALLEY. R LU J J Q W J J Q [3 w w U O UJ — COAST GAS STATION -1E1 'VENUE LIQUOR STORE TEMPORARY CRASH CUSHIONS (ARRAY TE) ACE HARDWARE -- NORFOLK ST r P I0 LE' I NOT TO SCALE STAGE 2 DWG NO: 17 OF 37 NORFOLK STREET BRIDGE REPLACEMENT AT SAN MATEO CREEK DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATED, CALIFORNIA MARK THOMAS & CO. INC. CONSULTING CIVIL ENGINEERS & MUNICIPAL PLANERS OFFICES IN SAN JOSE. CUPERTINO, FREMONT, REDWOOD CITY. SACRAMENTO, SALINAS MO WALNUT CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94063 TELEPHONE: (650) 363-8277 DATE: Y/0/ NO. REVISION DATE SCALE: AS SHOWN NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34". 4 STAGE CONSTRUCTION AND DESIGNED BY: K. ADAM, B. LEVEEN DRAWN BY: K. ADAM SHEET TITLE: NORFOLK STREET CHECKED BY: B. LEVEEN TRAFFIC HANDLING PLAN SHEET NO: SC3 CASE 1 DRAWER 4 SET 122 AS BUILT FILE NAME : Norfolk2_SC3 PCP NAME: 4VJ'SE—n.PCP r 1 T 0 FI I SI WILD BILL'S DONUTS 10 A- I RADIATOR & AIR-CONDITIONING INC. r 0 ›— _J J Q r` I COAST GAS STATION 1 Y-' C PERSONAL AWARDS MNTECH ALIT(:: SERVICE W J J STAGE 3 CONSTRUCTION 1 REMOVE LAST PORTION OF MEDIAN AT 3RD AVE. BUILD NEW MEDIANS BETWEEN 3RD AVE AND BEACON AVE. 2 COMPLETE LANDSCAPING, PERMANENT STRIPING AND ALL MISCELLANEOUS UNFINISHED ITEMS. TRAFFIC A. TWO LANES EACH DIRECTION. 1 i AVENUE LI' ;OR STORE _ _ 1 L. r -v BEACON AVE NORFOLK APARTMENTS (UNDER CONSTRUCTION) ACE HARDWARE NORFOLK ST / 1 j 1 /H NOT TO SCALE STAGE 3 DWG NO: 18 OF 37 NORFOLK STREET BRIDGE REPLACEMENT AT SAN MATEO CREEK DEPARTMENT OF PUBLIC WORICS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA n! MARK THOMAS & CO. INC. CONSULTING CIVIL ENGINEERS & MUNICIPAL PLANNERS OFFICES IN SAN JOSE, CUPERTINO, FREMONT. REDWOOD CITY, SACRAMENTO, SALINAS AND WALNUT CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94063 TELEPHONE: (650) 363-6277 ES344( 4 C ' M. COSTANTINI cc 51415 Exp 06/30/02 ,r, CIVIL �@ 9TF No OF CM - DATE: W2�11 NO. REVISION DATE SCALE: AS SHOWN NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE IF SHEET SIZE !S SMALLER THAN 22" x 34". DESIGNED BY: K. ADAM, B. LEVEEN DRAWN BY: K. ADAM CHECKED BY: B. LEVEEN SHEET TITLE: NORFOLK STREET STAGE CONSTRUCTION AND TRAFFIC HANDLING PLAN SHEET NO: SC4 CASE 1 DRAWER 4 SET 122 AS BUILT FILE NAME: Nortolk2 4 PCP NAME: 4V_.PSE-n.PCP L TYPE K2 MARKER 12" YELLOW-� A C T7 WILD BILL'S DONUTS A--1 RADIATOR & AIR-CONDITIONING INC. •CSNS SSBM tt� TYPE VII(R) TYPE IV(L) -F 00 SSBM / ♦ PARKS & REC SIGN C3 GSP 10' TO FROM - w J J [HE R NI BI .Km ..•S** -TYPE VII(R) 10' TYPE IV(L) o .0111"- 0 A 10' 11' 10' 12' TYPE K2 MARKER TO FROM ♦ R36 (1 GSP ) 4L t� 19.ygr S w 0 0 �•R26F (MOD) Q GSP 1 4 Z Q 0 a aim R7 R7A --- TYPE K2 40A GSP YELLOW 0 0 0I-_ ` % rF, r r 4 10' M AA4KER r COAST GAT' J CN • AUTO SERVICE SIGN MP • GAS STATION SIGN MP 4+00 ccrThr ,I I ti At - rT r� PERSONAL AWARD WIN TFCH AUTO SERVICE w J J S i% LEGEND: (FOR TRAFFIC SIGNING AND STRIPING) ♦ RELOCATE EXISTING SIGN • EXISTING SIGN TO REMAIN • SALVAGE EXISTING SIGN ONE -POST SIGN LOCATION TWO -POST SIGN LOCATION STRAP AND SADDLE BRACKET MOUNTED SIGN CITY STREET NAME SIGN ROADSIDE SIGN NUMBER METAL POST WOOD POST GALVANIZED STEEL POST a. SSBM CSNS MP WP GSP PAVEMENT DELINEATION DETAIL NUMBER. SEE CALTRANS STANDARD PLANS (JULY 1992) SHEETS A20A, A20B, A20C, AND A2OD ■ A R R • • • ›- -J J 11' 13' 12' I R26 GSP V LIQUOR STORE SIGN- i, •G66 (PHONE) MP AVENUE I !O' IOR STORE PAINT MEDIAN CURB YELLOW AT MEDIAN NOSE OR AS OTHERWISE SHOWN. REMOVE EXIST PAVEMENT MARKINGS/MARKERS/ STRIPING. J 0 SPECIAL(OK TO USE SHOULDER FROM 6-9 AM AND 4-7 PM) GSP APARTMENTS (UNDER CONSTRUCTION) 40A WHITE R61 PI) _ LEFT ONLY, LEFT ONL STRAIGHT/RIGHT ONLY) R18 (MOD: LEFT AND CENT LANES MUST TURN LEFT) " , TYPE K2 MARKER GSP NORFOLK ST 12" WHITE STOP O m GENERAL NOTES: 1. THIS SHEET ACCURATE FOR SIGNING AND PAVEMENT DELINEATION ONLY. 2. ALL SIGN CODES ARE PER CALTRANS TRAFFIC MANUAL UNLESS OTHERWISE NOTED ON THE PLAN. 3. EXACT LOCATION AND POSITION OF ROADSIDE SIGNS SHALL BE DETERMINED BY THE ENGINEER. 4. PAVEMENT MARKINGS ARE PER CALTRANS STANDARD PLAN (JULY 1992) UNLESS OTHERWISE NOTED. SEE SHEETS A24A, A24B, A24D AND A24E FOR DETAILS. 5. ALL CROSSWALK STRIPES AND LIMIT LINES ARE 12" SOLID WHITE STRIPES; ALL CROSSWALKS SHOULD BE 12' WIDE INCLUDING MARKINGS UNLESS OTHERWISE NOTED. 6. ALL PAVEMENT MARKINGS AND STRIPES THAT CONFLICT WITH THE NEW INSTALLATION ARE TO BE REMOVED. 7. ALL STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC, AS APPROVED BY THE ENGINEER. ACE HARDWARE SCALE: 1"=20' DWG NO: 19 OF 37 NORFOLK STREET BRIDGE REPLACEMENT AT MN MATEO CREEK DEPARTMENT OF PUBLIC ^WOCALIFORNIARKS,CIITYOF SAN MATEO SAN MATEO, EO, MASH THOMAS & CO. INC. CONSULTING CIVIL ENGINEERS & MUNICIPAL PLANNERS OFFICES IN SAN JOSE, CUPERTINO, FREMONT, REDWOOD CITY, SACRAMENTO, SALINAS AND WALNUT CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94063 TELEPHONE: (650) 363-8277 DATE: 90/ . M. COSTANTINI No 51415 Exp 06/30/0 CIVIL .� NO. REVISION DATE SCALE: AS SHOWN AS BUILT JW 8/02 NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34". DESIGNED BY: A. SHAPIRO, J. VU DRAWN BY: A. SHAPIRO, J. VU CHECKED BY: B. LEVEEN SHEET TITLE: NORFOLK STREET PAVEMENT DELINEATION & SIGN PLAN SHEET NO: PD! CASE DRAWER 4 SET 122 AS BUILT FILE NAME: NorfoIk23D1 PCP NAME: 4VYSE—n.PCP SPECIAL NOTES: (FOR THIS SHEET ONLY) 1. ELECTROLIERS ARE SHOWN ON THIS SHEET FOR REFERENCE ONLY. SEE OTHER PLANS FOR ELECTROLIER AND INSTALLATION DETAILS, INCLUDING STRUCTURE INSTALLATIONS. 2. EXISTING LIGHTING SYSTEM ON NORFOLK STREET BETWEEN BEACON AVENUE AND EAST THIRD AVENUE WILL BE REMOVED BY OTHERS. REFER TO DRAINAGE AND UTILITIES PLANS. EXISTING LIGHTING SYSTEM ON NORFOLK STREET BETWEEN BEACON AVENUE AND DAKOTA AVENUE SHALL BE MAINTAINED AS INDICATED ON THIS SHEET. EXISTING LIGHTING ON NORFOLK STREET SHALL REMAIN IN USE UNTIL REPLACED BY NEW LIGHTING SYSTEM. EXISTING 2"C, 3#2 (120/240V SERVICE) EXISTING PG&E SERVICE POINT EXISTING LOAD: 28-175 WATT METAL HALIDE LUMINAIRES (UNMETERED) IRRIGATION (METERED), SEE IRRIGATION PLANS 4 -FLUORESCENT STRIP FIXTURES (METERED), SEE LANDSCAPE PLANS 22 ELECTRICAL RECEPTACLES (METERED), SEE LANDSCAPE PLANS BEACON AVENUE STREET LIGHTING (UNMETERED) ADDED LOAD: 8-175 WATT METAL HALIDE LUMINAIRES (UNMETERED) 8 ELECTRICAL RECEPTACLES (METERED), SEE LANDSCAPE PLANS EXISTING BUS SHELTER - GENERAL NOTES. (FOR SHEETS El AND E2 ONLY) 1. ALL WORK SHALL CONFORM TO THE 1992 EDITION OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD PLANS AND STANDARD SPECIFICATIONS, TRAFFIC MANUAL, AND THE SPECIAL PROVISIONS. SHEETS ACCURATE FOR ELECTRICAL WORK ONLY. 2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL EXISTING UNDERGROUND UTILITIES, WHETHER OR NOT THEY ARE SHOWN ON THESE PLANS. THE CONTRACTOR SHALL CONTACT USA (800-642-2444) AT LEAST 48 HOURS BEFORE BEGINNING WORK. WHERE MARKINGS ARE NEAR PROPOSED FOUNDATIONS, THE CONTRACTOR SHALL LOCATE UNDERGROUND UTILITIES BY POT HOLING PRIOR TO EXCAVATING. 3. EXISTING IMPROVEMENTS, INCLUDING SUBSTRUCTURES, THAT ARE DAMAGED BY THE CONTRACTOR, WHICH ARE NOT DESIGNATED BY THE PLANS OR SPECIFICATIONS TO BE DISTURBED, SHALL BE RESTORED OR REPAIRED TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 4. SIGNAL AND LIGHTING EQUIPMENT, INCLUDING STANDARDS, CABINETS, CONDUITS, PULL BOXES, AND DETECTORS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ONLY. FINAL LOCATIONS ARE TO BE VERIFIED BY THE ENGINEER. THE CONTRACTOR SHALL GIVE 48 HOURS NOTICE TO THE ENGINEER FOR VERIFICATION OF EQUIPMENT LOCATIONS. 5, ALL LOOP DETECTORS SHALL BE PLACED IN THE CENTER OF THE EFFECTIVE LANE WIDTH OR 3 FEET FROM EFFECTIVE LANE LINE AND AS DIRECTED BY THE ENGINEER. 6. ALL NEW PULL BOXES SHALL BE NO. 5, UNLESS OTHERWISE NOTED ON THE PLANS. PULL BOXES SHALL NOT BE LOCATED IN CURB RAMPS. PULL BOXES SHALL BE MARKED "SIGNAL" OR "LIGHTING" AS APPLICABLE. 7. THE CONTRACTOR SHALL PROVIDE ALL CONDUCTORS, SIGNAL HEADS, DETECTORS AND OTHER EQUIPMENT NECESSARY FOR THE SIGNAL TO OPERATE AS SHOWN IN THE PHASE DIAGRAM. THE CONTRACTOR SHALL ALSO PROVIDE ALL CONDUCTORS AND OTHER EQUIPMENT NECESSARY FOR THE LIGHTING SYSTEM TO OPERATE PROPERLY. 8. THE CONTRACTOR SHALL CONTACT THE CITY ENGINEER FOR APPROVAL 5 DAYS PRIOR TO ANTICIPATED RE -ENERGIZING OF THE SIGNAL EQUIPMENT AND ENERGIZING OF THE LIGHTING SYSTEM. NORFOLK STREET BRIDGE REPLACEMENT AT SAN MATEO CREEK DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA 1 2 3 4 5 6 7 8 5 ri +_ a -a i MAINTAIN EXISTING LIGHTING CIRCUIT CB tic SC C2 PROJECT NOTES: (FOR THIS SHEET ONLY) EXISTING " 2#8 (120V ELECTRIC OV STREET ALRECEPTACLE), H #8(GROUND). (GROUND), 2#8 (1120V "ELECTRICALORECEPTACLE),H #8 (GROUND) OUND), 2#8 20EXISTING V "BUS #8 SHELTER LIGHV TING/120VNELECTRIIC(AL RECEPTACLE), 1#8 (GROUND). EXISTING 2"C, 2#8 (120V BUS SHELTER LIGHTING), 1#8 (GROUND). EXISTING TYPE III -AF SERVICE EQUIPMENT ENCLOSURE WITH TYPE V PEC TO REMAIN. ENCLOSURE CONSISTS OF: MAIN -100A, 240V, 3P CIRCUIT BREAKER LIGHTING UNMETERED) - 40A, 240V, 2P CIRCUIT BREAKER - LIGHTING CIRCUIT 1 LIGHTING UNMETERED) - 40A, 240V, 2P CIRCUIT BREAKER - LIGHTING CIRCUIT 2 LIGHTING METERED) - 40A, 120V, 1P CIRCUIT BREAKER - BUS SHELTERS/ELECTRICAL RECEPTACLES IRRIGATION (METERED) - 20A, 120V, 1P CIRCUIT BREAKER SPARE (METERED) - 15A, 120V, 1P CIRCUIT BREAKER 2"C, 2#8 (240V STREET LIGHTING), 1#8 GROUND, 2#8 (1220V ELECTRICAL RECEPTACLE), 1#8 (GROUND). 2"C, 2#8 g8(120V( ELECTRIICAL 240V STEET LIGHTING), TACLE)#1#8R (GROUND). FURNISH AND INSTALL TYPE 9 STRUCTURE PULL BOX PER DETAILS ON STANDARD PLANS ES -9C AND ES -9D. PULL BOX SHALL BE INSTALLED SO AS NOT TO DAMAGE DECORATIVE FASCADE ON CONCRETE BARRIER. CONTRACTOR SHALL COORDINATE PULL BOX INSTALLATION WITH OTHER CONTRACTORS RESPONSIBLE FOR THE CONCRETE BARRIER AND FASCADE INSTALLATION. i Pp 1 FEHR & PEERS ASSOCIATES, INC. Transportation Consultants 3685 Mt. Diablo Boulevard a Roseville, CA a Salt Lake City, UT Suite 301 0 San Francisco. CA a Las Vegas, NV Lafa tte, CA 9 4549-37 6 3 a San Jose. CA a Reno, NV (925284-3200 DATE: 3 01 NO. REVISION DATE — C LEGEND: (FOR THIS SHEET ONLY) 0 NEW ELECTROLIER. WITH 175W MH POST -TOP C2 LUMINAIRE WITH TYPE III DISTRIBUTION (SHOWN FOR 11\_ REFERENCE ONLY). 120V ELECTRICAL RECEPTACLE INTEGRAL TO ELECTROLIER. INDICATES LIGHTING CIRCUIT i.: EXISTING ELECTROLIER WITH INTEGRAL 120V Cl ELECTRICAL RECEPTACLE AND 175W MH )_ POST -TOP LUMINAIRE TO REMAIN. INDICATES LIGHTING CIRCUIT csa EXISTING ELECTROLIER WITH INTEGRAL 120V ELECTRICAL RECEPTACLE AND DUAL 175W MH POST -TOP LUMINAIRES TO REMAIN. SCALE: AS SHOWN NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34". DESIGNED BY: LMP DRAWN BY: NH CHECKED BY: RR SHEET TITLE: NORFOLK STREET LIGHTING PLAN C C2 50 Underground Service Alert Call: TOLL FREE 1-800-227-2600 711/0 MCM2KING DAYS BEFORE YOU DIG 1"=50' 0 50 100 GRAPHIC SCALE DWG NO: 20 OF 37 SHEET NO: E1 CASE 1 DRAWER 4 SET 122 AS BUILT FILE NAME: L1480L01 PCP NAME: ACAD I- I- -I L LJ\. L -J % LJ LJ LJ LJ LJ 02-3 02-2 02-1 ppb(02P) ppb(04P)� iisns +02P[ ppb(02P) ppb(03P) rC704P 04 '^ 12 01 fl=>evlb 1 v 4 -SECTION r LJI )I , � evcy-- L J it 11 2 i3 I/ 01 06 06"12 1 2"02 \0�SP /I @4, 2 03P EAST THIRD AVENUE LJ r 04P HEAD ppb(03P) L L 12 05‘:3:3?" 5` 303Pd (J b ppb 06P) ppb(06P) ppb(03P) LJLJ LJ 06-1 NORFOLK STREET BRIDGE REPLACEMENT AT SAN MATEO CREEK DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA EPP FEHR & PEERS ASSOCIATES, INC. Transportation Consultants 3685 Mt. Diablo Boulevard Suite 301 Lafayette, CA 94549-3763 (925) 284-3200 a Roseville, CA o Solt Lake City, UT o San Francisco, CA o Los Vegas, NV San Jose, CA a Reno, NV ELECTRICAL WORK TO BE DONE AT THE INTERSECTION 05L 4 t 02P 02 05 1 2 3 01 06 06P 4 0 02P 06P 4 4 b b 02 06 03 0 03P 0 04P 04 T PHASE DIAGRAM TO REMAIN UNCHANGED PROJECT NOTES: (FOR THIS SHEET ONLY) EXISTING TYPE 90 CONTROLLER ASSEMBLY IN TYPE P CABINET WITH TYPE II SERVICE ATTACHED TO REMAIN. ADJUST EXISTING PULL BOX TO NEW GRADE. IF PULL BOX IS DAMAGED OR HAS A BROKEN/CRACKED LID, REPLACE WITH A NEW PULL BOX. EXISTING CONDUIT AND CONDUCTORS/CABLES TO REMAIN. DETERMINE CONDUIT DEPTH PRIOR TO EXCAVATION. IF EXISTING CONDUIT MAY BE DAMAGED DURING PROJECT CONSTRUCTION, ABANDON AND REPLACE WITH NEW 3" CONDUIT AND CONDUCTORS/CABLES OF SAME QUANTITY AND SIZE AS EXISTING TO MAINTAIN THE SIGNAL SYSTEM AT ALL TIMES. EQUIPMENT SCHEDULE LOCATION STANDARD HPS LUMINAIRE WATTAGE VEHICLE SIGNAL MOUNTING PED SIGNAL MOUNTING PED PUSH BUTTON IISNS LEGEND SPECIAL REQUIREMENTS* TYPE SIGNAL MAST ARM LUMINAIRE MAST ARM MAST ARM POLE 0 ARROW O EXISTING 19-3-70 30' 12' 250 MAS SV-2-TB SP -2-T 2 4 RIGHT RIGHT E Third Ave ALL EQUIPMENT IS EXISTING TO REMAIN. O EXISTING 19 25' 12' 250 MAS MAS SV-2-TB SP -2-T 4 6 LEFT LEFT ALL EQUIPMENT IS EXISTING TO REMAIN. O EXISTING 15 DUAL ARM 150 150 SV-1-T RELOCATE 4 -SECTION SIGNAL HEAD TO LOCATION Q ALL OTHER EQUIPMENT TO BE REMOVED AND SALVAGED. 0 1-B TV-1-T RELOCATED 4 -SECTION SIGNAL HEAD FROM LOCATION C ALL OTHER EQUIPMENT IS NEW. O EXI1STING TV -1-T SP -1-T 6 LEFT ALL EQUIPMENT IS EXISTING TO REMAIN. O EXISTING 1-B TV -2-T SP -1-T 3 RIGHT ALL EQUIPMENT IS EXISTING TO REMAIN. O PPB EXISTIPOSTNG 3 BOTH ALL EQUIPMENT IS EXISTING TO REMAIN. ® EXISTING 26-4-70 45' 15' 250 MAS MAS SV-2-TB SP -2-T 2 3 LEFT LEFT Norfolk St ALL EQUIPMENT IS EXISTING TO REMAIN. * OTHER REQUIREMENTS ARE COVERED BY NOTES, LEGEND, SPECIAL PROVISIONS AND CALTRANS STANDARD SPECIFICATIONS. FOR TYPE OF STANDARD, VEHICLE AND PEDESTRIAN MOUNTING, SEE CALTRANS STANDARD PLANS. Underground Service Alert coORE Call: TOLL FREE 1-800-227-2600 NO WORKING DAYS BEFORE YOU DIG 20 0 20 40 1" = 20' GRAPHIC SCALE DWG NO: 21 OF: 37 NO. REVISION DATE SCALE: AS SHOWN NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34". DESIGNED BY: LMP DRAWN BY: NH CHECKED BY: RR SHEET TITLE: NORFOLK STREET EAST THIRD AVENUE/NORFOLK STREET TRAFFIC SIGNAL MODIFICATION SHEET NO: E2 CASE (DRAWER ' V1 IL 4 SET 122 FILE NAME: L1480E01 PrP Nair- MEDIAN TREATMENT 10' 20' 40' PROPOSED BRIDGE, SEE CIVIL DRAWINGS \MEDIAN TREATMENT L41 AT BRIDGE +00 MEDIAN TREATMENT B NORFOLK STREET REHABILITATION AND SAN MATEO CREEK FLOOD CONTROL IMPROVEMENTS DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA FOLK ST N -LINE TMENT 'A' TKts woCZK Nor. llACt_RpED 114 nit \ S Lot-i-T R ACT (C.0MPL_E-rab fle\tOusLY 6Y o'f%ERs) REVISION STREET LIGHT MO TYPICAL �4 4 TREE GRATE .(iie TYP. 5 FREEDM A N J U N G BOTTDMlEY Urban Design R Planning District Revitalization Street R Plaza Design 47 Kearny Street Suite 500 San Francisco. CA 94199 phone 415.291.9455 fax 415.291.9633 MEDIAN TREATMENT AT PLANTER BRIDGE LIGHTS, US CA pF 7/31/2000 .0 Renard We C C. IF um % FOF C r\. SCALE: AS SHOWN NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34". DESIGNED BY: DRAWN BY: CHECKED BY: SHEET TITLE: BU . ELTER ORNAMENTAL N CE, TYP. 0 EQUAL PAN _ NORFOLK STREET LANDSCAPE PLANS LAYOUT PLAN MATC E L1.3 89' LEFT (OF N -LINE, TYP) MEDIAN TREATMEN K EYMAP DWG NO: 22 of 37 SHEET NO: CASE 1 AS BUILT DRAWER 4 SET IZ2 FILE NAME: NorfollLX i PAS WALL WALL P NORFOLK STREET REHABILITATION AND SAN MATEO CREEK FLOOD CONTROL IMPROVEMENTS DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA ONDUITS E SOUT :RIDG (SEE ST WAL WALL H LEVEE 2" (S) 4+00 CONTROLLER LOCATION REFER TO NOTE #5 SEE SHEET L4.5 TA t -LE -D REVISION AS BUILT LEV L VEE OS UCTUR P NS) Ci DUITS TH SEE SOUTH EV S) FREEDMAN TUNG & BOTTOML EY Urban Design & Planning District Revitalization Street & Raze Design 47 Kearny Street Suite 500 San Francisco, CA 94108 phone 415291.9455 fax 415291.9633 NORFOLK STR DATE J W 8/02 4 16 1.00 C-16 6 1.00" SCALE: AS SHOWN NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34". DESIGNED BY: DRAWN BY: CHECKED BY: This clog No -r t1a J -LADED t lJ. TINS Goi-aTRAc t (Govaal- -b PIZEVIOu SLX t( OTEk-ers) [WI GAT10\ SYSTEM IRRIGATION WATER METER -1" IRRIGATION BACKFLOW PREVENTION DEVICE CONTROLLER ASSEMBLY REMOTE CONTROL VALVES QUICK COUPLING VALVES GATE VALVES WYE FILTER 6" POP-UP SPRAY HEADS 6" POP-UP SPRAY HEADS PALMS BUBBLERS -FLOODING IRRIGATION SUPPLYLINE IRRIGATION SPRINKLERLINE ELECTRICAL CONDUIT SLEEVING (S) BRIDGE CROSSING CONTROLLER STATION NUMBER GALLONS PER MINUTE THROUGH VALVE CONTROL VALVE SIZE SHEET TITLE: 0'4 \\1 1/2" INLINE SHO ITY ONLY. LEGE\ OINT OF CONN R Ti NOTE E T L4.5 IN STREET ACE IN ME -BY OTHERS -FEBC0-825Y-BV-1.25" - ETS-CA1-IR1-18 - IRRITROL-200B SERIES -RAINBIRD-44LRC - NIBCO-T113-IRR-LINE SIZE RAINBIRD #RBY-075 - TORO-570Z-6P-COM-SB-180-PC2 - TORO-5707-6P-COM-5F-PC RAINBIRD' " TUBING W/15 IGPH #XB-10 -TORO-514-20 - 1120/SCHEDULE 40 PVC PIPE - 1120/CLASS 200 PVC PIPE - 1120/SCHEDULE 40 PVC PIPE - 1120/SCHEDULE 40 PVC PIPE -SEE STRUCTURE PLANS - 18" COVER -12" COVER - 24" COVER -24" COVER R GRAPHIC STRIP. / DWG NO: 23 of 37 SHEET NO: NORFOLK STREET L2.1 LANDSCAPE PLANS IRRIGATION PLAN CASE 1 DRAWER SET 4 122 HLE NAME: PCP NAME: 4V PSE-I.PCP Phire -Conran ensj 20 BTF Canary Island Date Palm 3 an. . . . I h 1 s. Waraininiansir-iMak Mir Mir Mir SHRUB PLANTIN Fraxinus Americana White Ash PLANTING NOTES 1 CONTRACTOR TO VERIFY ALL EXISTING UTILITIES NEAR PLANTING. 2 MINIMUM TREE HEIGHT, WIDTH AND CALIPER SIZE REQUIREMENTS ARE IN SPECIFICATIONS. 3 EIGHT TO TWELVE HOURS BEFORE INSTALLATION, WATER ALL PLANTS WHILE STILL IN CONTAINERS SUFFICIENTLY, TO THOROUGHLY WET ROOT BALLS. 4 CONTRACTOR SHALL EXAMINE THE SITE OF PROPOSED PLANTING, NOTING ALL EXISTING CONDITIONS RELATING TO WORK AS INDICATED ON THESE PLANS. __ ..__. _._........__._ __ __. �..._. _ _.u...._ . ,i,_._H: Ji�'i'iii%i'ir:of'i'�.ii'i'i'afl k ?..'aii 5 ALL PLANTING AREAS SHALL BE COMPACTED NO MORE THAN 85 % PRIOR TO PLANTING. PLANTING AREAS PREVIOUSLY COMPACTED UNDER PAVING SHALL BE TILLED TO A DEPTH OF THREE FEET. 6 CONTRACTOR SHALL PROVIDE 6" DEPTH AMENDED TOPSOIL IN ALL PLANTING AREAS. TILL SOIL INTO TOP 12" OF EXISTING SOIL IN ALL PLANTING AREAS. 7 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINISH GRADES IN PLANTING AREAS AND FOR ANY FINE GRADING REQUIRED FOR SURFACE DRAINAGE AND GRADE UNIFORMITY. NORFOLK STREET REHABILITATION AND SAN MATEO CREEK FLOOD CONTROL IMPROVEMENTS DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA NO. FREEDM AN J U N G a BUTT D M L EY Urban Design E Planning District Revitalization Street 8 Plaza Design REVISION AS BUILT JW 7s ± Phormium tenax 5+005 gal. New Zealand Ha MATCHL L3.3 icana - �.... : hutm.•,!•.w.Alre .-.6••%•11I6L��I 11�-�•41•••00••�1P %• l i �1 u .•1l►� �Lor1:r..,:_,_.leiLAIS1� o: :::10011 aoaa:r 111-v:rrlu►.ar11.a111Ali 1 rtlfr tiillO.At��r 04111. � 0:_„Ni PALM TREE PLANTING. TYP 8 ALL TREE LOCATIONS SHALL BE STAKED OR MARKED, AND APPROVED BY THE CITY. TREE LAYOUT SHALL BE IN ACCORDANCE WITH TREE LAYOUT INDICATED ON THESE PLANS. 9 PLANT COUNTS ARE FOR CONTRACTOR CONVENIENCE. VERIFY COUNT WITH PLAN. IN THE EVENT OF DISCREPANCY, PLANS SHALL GOVERN. 10 CONTRACTOR SHALL FILL PLANT PITS WITH WATER AND ALLOW TO DRAIN 24 HOURS PRIOR TO PLANTING. NOTIFY CITY OF TREE PITS NOT DRAINING WITHIN THIS PERIOD FOR MITIGATION MEASURES. REMOVE ROOTBALL CAREFULLY FROM CONTAINER BY SUPPORTING IT FROM BELOW. SEVER ANY CIRCLING ROOTS (3/16" DIA. OR GREATER) WITH SHARP SHEARS OR KNIFE. DO NOT PULL ROOT BALL APART. SEVERING LARGE ROOTS WILL ENCOURAGE NEW ROOT INITIATION AT THE CUTS. 12 ADJUST HEIGHT OF ROOTBALL 2" ABOVE FINISH GRADE TO ALLOW FOR SETTLEMENT. FILL AROUND ROOTBALL WITH BACKFILL TO 1/2" OF ITS HEIGHT AND PACK SOIL AS IT IS FILLED (WITH SHOVEL HANDLE OR BY WALKING ON IT.) DO NOT DISTURB ROOTBALL. IN BEDS, USE SOIL TO CREATE SURFACE BASIN THE DIAMETER OF ROOTBALL. 47 Kearny Street Suite 500 San Francisco, CA 94108 phone 415291.9455 fax 415.291.9633 OSCAp /31/2000 Renewal De DATE 8/02 T (ts vJoRK. NOT tNcLtkbEt3 I N TL -}ES Co 1.4 1-g AC -T (CoMPLEt Et P aVtoU s L'( o-rne2s) SCALE: AS SHOWN NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34". DESIGNED BY: DRAWN BY: CHECKED BY: SHEET TITLE: ax 'Atropurupur KEYMAP 20' 0' 10' 20' NORFOLK STREET LANDSCAPE PLANS PLANTING PLAN elanizus DWG NO: 24 of 37 SHEET NO: CASE DRAWER SET l22 FILE NAME: NOrfolILX1 SCORE LINE 1/2" EXPANSION JOINT IN MORTARED PAVERS BRIDGE CONC. CURB SEE CIVIL CIVIL DRAWINGS CONCRETE PAVING W/ INTEGRAL COLOR. SEE CIVIL DRAWINGS AND SPECIFICATIONS. 1 MEDIAN TREATMENT ON BRIDGE MITERED CORNER CURB, SEE CIVIL DRAWINGS CONCRETE PAVING W/ INTEGRAL COLOR. SEE CIVIL DRAWINGS AND SPECIFICATIONS. SCORE LINE w w rn CONCRETE WALL SEE CIVIL DRAWINGS CLD_ MEDIAN TREATMENT 'A' CONCRETE CURB, li SEE CIVIL DRAWINGS 2% SLOPE PAVER AT BAND 4 4 MEDIAN PAVERS 1 /2" GROUT JOINT 1/2" MORTAR BED CONCRETE PAVER BED AND BAND, SEE CIVIL DRAWINGS. PLANTING AREA MEDIAN PAVERS 1/2" GROUT JOINT 1/2"MORTAR BED 2% SLOPE 4 v d 4 4 d. v 4 44 BRIDGE MEDIAN ISLAND, SEE STRUCTURE DRAWINGS p OF PAVER FIELD BRIDGE PAVER SECTION TI -its w/ORK Nat t14CL- ED IN S L.oMTR Ac -Y SCORE LINE SE CIVILRB, w co co CONCRETE PAVING W/ INTEGRAL COLOR. SEE CIVIL DRAWINGS AND SPECIFICATIONS. MEDIAN TREATMENT 'B' CIVIL DRAWINGS CONCRETE PAVER SLA SEE CIVIL DRAWINGS. NORFOLK STREET REHABILITATION AND SAN MATEO CREEK FLOOD CONTROL IMPROVEMENTS DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA FREEDM A N J U N G 5 ROT T D ML EY Urban Design B Planning District Revitalization Street B Plaza Design ■ 47 Kearny Street Suite 500 San Francisco. CA 94108 phone 415.291.9455 fax 415.291.9633 DATE: `pg0SCAPf� i_ FYl M.v �9 Y,6 1/31/2000 flu ma aj NO. REVISION DATE SCALE: AS SHOWN NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34". DESIGNED BY: DRAWN BY: CHECKED BY: SHEET TITLE: NORFOLK STREET LANDSCAPE PLANS LAYOUT DETAIL SHEET DWG NO: 25 of 37 SHEET NO: L4.1 CASE DRAWER 1 4 T a SET 122 FILE NAME: Norfolk_Xl + WASHING POSTLITE LUMI HOLOPHANE, SEE S FOR MODEL NUMB NORTH YORKSH CAST IRON AND S BY HOLOPHANE, SEE FOR MODEL NUMBER. TREE GRATE: URBAN ACCESSORIES 3'x6' SQ. OT -TITLE 24 GRATE ASHINGTON SERIES POSTLITE LUMINAIRE BY HOLOPHANE, SEE SPECS FOR MODEL NUMBER. RECEPTACLE, SEE SPECS. NORTH YORSKSHIRE SERIES CAST ALUMINUM POST BY HOLOPHANE, SEE SPECS FOR MODEL NUMBER. �2� TYPICAL STREET LIGHTING MIS WORK Mot uao ukbW (fa TKt5 Lot-vrg.N<-T #3 REBAR, SEE MANUFACURER'S SPECIFICATIONS NEW CURB, SEE CIVIL ENGINEER DRAWINGS 4b` TREE WELL NEW CONCRETE PAVING 00 et NEW CURB AGGREGATE SUBBASE SECTION C —C' STEEL ANGLE FRAME; URBAN ACCESSORIES STANDARD. NOTE: SEE PLAN FOR TREE GRATE LOCATIONS. TREE GRATE STEEL ANGLE FRAME; URBAN ACCESSORIES STANDARD. PLANS FRAME CAST IRON PO CAP — JULIUS BLU & CO. INC. # 5640 WASHINGTON SERIES POSTLITE LUMINAIRE BY HOLOPHANE, SEE SPECS FOR MODEL NUMBER. RECEPTACLE, SEE SPECS. NORTH YORKSHIRE SERIES CAST ALUMINUM POST, SEE SPECS FOR MODEL NUMBER. BRIDGE LIGHTING OTE 1. RAILIN HALL ALL WELDS SHAL BEAD AND ALL WEL REMOVE ALL EXCESS IME AND PAINT AS PE FENCE TOP AND BOTTO GRADE. FENCE POSTS R IS RESPONSIBLE FOR TO PROVIDE SHOP DRA TO FABRICATION. HOT —DIPPED GALVANI E ARC WELDED W/SMO HALL BE GROUND SMO TIER AND SLAG. ECIAL PROVISIONS. AIL TO FOLLOW E PLUMB. LD MEASUREMENT. FOR 2" DIAMETER HOLLOW STEEL BALL— J.G. RAIN CO. # 84110 CAST IRON POST CAP — JULIUS BLUM & CO. INC. #5640 3"x1 1/2" STEEL ECTANGULAR TUBING UAGE. EEL TUBING 5" O.C. STEEL 4 GUAGE. TYP 0 C. RE ANCT GELAR TUBING 1'OST BOLTED TO ' CRETE, SEE S TURAL ENG. DRA ORNA' . TAL FENC� 1110W11111111111111"411..r11111111 DWG NO: 26 of 37 NORFOLK STREET REHABILITATION AND SAN MATEO CREEK FLOOD CONTROL IMPROVEMENTS DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA FREEDM A N J U N G 6 BUT T D M L H Urban Design G. Planning District Revitalization Street S Plaza Design • 47 Kearny Street Suite 500 San Francisco. CA 94108 phone 415.291.9455 fax 415.291.9633 ■ DATE: NO. REVISION DATE SCALE: AS SHOWN NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34". DESIGNED BY: DRAWN BY: CHECKED BY: SHEET TITLE: NORFOLK STREET LANDSCAPE PLANS LAYOUT DETAIL SHEET SHEET NO: L4.2 CASE 1 AS BuIL-r DRAWER 4 SET 1Z2 - FILE NAME: Norfolk.,(1 PCP NAME: 4V PSE-I.PCP FROND TIE FROND TIE DETAIL TO BE TIED PRIOR TO PLANTING WITH ORGANIC TWINE. REMOVE TIE ON FRONDS UPON EMERGENCE OF NEW GROWTH IN APPROXIMATELY 60 TO 90 DAYS. DO NOT TRIM PINEAPPLE PORTION OF TRUNK AT BASE OF FRONDS FLAT. PALM TRUNK TO BE PLUMB MOUND SOIL AGAINST TRUNK TO PREVENT PONDING 2" LAYER OF BARK MULCH WATERING BASIN FINISH GRADE ROOTBALL, SEE PLANTING SCHEDULE FOR SIZE 100% WASHED PLASTER SAND BACKFILL. ALL BACKFILL TO BE WATER JETTED DURING PLANTING FOR MAXIMUM STABILITY. PLANT PIT or7----________N ATIVE SOIL PALM TREE PLANTING (2) 10' LODGEPOLE STAKES CABLE AND HOSE STRAPS, MIN. 2 PER TREE 1/4" EYE BOLT THROUGH POLE TO SECURE STRAP TREE GRATE EXTEND STAKES - INTO UNDISTURBED SOIL 6" MIN. CLEARANCE JFROM TOP OF TREE STAKES TO LOWEST BRANCH STREET TREE PLANTING TOP OF ROOTBALL TO BE 1" HIGHER THAN SURROUNDING SOIL GRADE, SOIL GRADE FOR SIDEWALK PLANTING SHALL BE CONSIDERED TO BE 3" BELOW BOTTOM OF GRATE. REDUCE EXISTING GRADE AT EXISTING TREES AS NEEDED PEA GRAVEL NEW SIDEWALK (SEE CIVIL DRAWINGS) TREE ROOTBALL PLANTING HOLE SCARIFY WALLS HOLE TO BE WIDTH OF SIDEWALK NATIVE BACKFILL MIX FOOT TAMPED MOUND FOR ROOTBALL SET ROOTBALL FIRMLY ON UNDISTURBED SOIL 2/3 EQ EQ EQ 2/3 EQ NOTE. SHRUB HOLE MINIMUM 12" DEEPER AND 12" LARGER THAN SHRUB ROOTBALL. ODSHRUB PLANTING MEDIAN CURB, SEE CIVIL ENGINEER DRAWINGS. 2" DEPTH BARK MULCH, TYP. 1/3 ORGANIC AMENDMENT, 2/3 NATIVE BACKFILL. FOOT -TAMP BACKFILL AT BOTTOM OF HOLE TO PREVENT SHRUB SETTLING DWG NO: 27 of 37 NORFOLK STREET REHABILITATION AND SAN MATEO CREEK FLOOD CONTROL IMPROVEMENTS DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA FREEDM AN J U N G BUTTU M L EY Urban Design Fr Planning District Revitalization Street G Plaza Design ■ 47 Kearny Street Suite 500 San Francisco, CA 94108 phone 415.291.9455 fax 415.291.9633 ■ DATE: NO. REVISION DATE SCALE: AS SHOWN NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34". DESIGNED BY: DRAWN BY: CHECKED BY: SHEET TITLE: NORFOLK STREET LANDSCAPE PLANS PLANTING DETAILS SHEET NO: L4.4 CASE 1 DRAWER 4 SET (Z2 FILE NAME: NorfolLX1 + O n3 111=111=111=111=1 I 1 1 I I I=III=ill—I —1 11i—ICI—I�1-111ElI1-11 il l 1 1 llil 1 1 hill i llil 1 1 1 lill l l l i r ENHANCED TECHNIC CONTROLLER ASSEMBL WITH MOUNTING PLATE. P ALL SIDES CONCRETE THICKNESS • 6 —INCH MINIMUM FINISH GRADE, SEE PLA Fl SIZE WIRES TO VALVES SCH 40 CONDUIT, AND SWEEP ELL SPECIFICATIONS. OTE CONTROL PVC SCH 40 COND FITTINGS AND SWEEP E TO POWER SUPPLY, SEE ELECTRICAL ENGINEER DRAWIN \ CO\TROLL_ II l 1 i Ifijli FLOOD BUBB TORO 570 SERIES FLOOD BUBBLER v II _ APPROVED BACKFILL I I I - 0 -13 0 I I I —III= R 3 NIPPLE LATERAL TEE LATERAL PIPE /\ S NOTE: 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. a FINISH GRADE/TOP OF MULCH QUICK —COUPLING VALVE: RAIN BIRD MODEL 44LRC VALVE BOX WITH COVER: 6 —INCH SIZE PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 3 —INCH MINIMUM DEPTH OF 3/4 —INCH WASHED GRAVEL PVC SCH 40 STREET ELL BRICK (1 OF 2) PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 STREET ELL r2 NOTE: 1. INSTALL BA DEPARTMENT. 0 CK CO L_ R PIPE FROM POINT —OF —CON -R OW PREVENTER AS REQUIRED RIFY LOCAL REQUIREMENTS P CK FLOW PVC SCH 40 TEE OR ELL PVC MAINLINE PIPE PVC SCH 40 ELL 2" x 2" REDWOOD STAKE W/ STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM LE M SIZED Al HINGED AC PROTECTIVE LOCKING BOX ATE TO ACCOMODATE LOCKING. REDUCED PRESSUR BACKFLOW PREVENT FEBCO 825Y-3/4" S MALE ADAPTER • 2) BRASS (1 OF 2) BRASS 90' ELL (1 OF 4) PPER PIPE IN BLDG. ICAL) BRASS FEMAL APTER RRIGATION MAINLINE PIPE MORT (TYPIC OCAL CODES AND HEALTH TO INSTALLATION. R WATER PROOF CONNECTION (1 OF 2) VALVE BOX WITH COVER: 12 —INCH SIZE FINISH GRADE/TOP OF MULCH REMOTE CONTROL VALVE: IRRITROL 217B PVC SCH 80 NIPPLE (CLOSE) PVC SCH 40 ELL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) BRICK (1 OF 4) SCH 80 NIPPLE (2 —INCH LENGTH, HIDDEN) AND SCH 40 ELL PVC MAINLINE PIPE PVC SCH 40 TEE OR ELL PVC SCH 40 MALE ADAPTER PVC LATERAL PIPE 3.0 —INCH MINIMUM DEPTH OF 3/4 —INCH WASHED GRAVEL COTE- CO\TRO 1 SPRAY I I I -I L —III -III -I II I h APPROVED BACKFILL VALV MPR PLUS NOZZLES (SIZE PER PLAN) NOTE: INSTALL SPRINKLER AT FINISHED GRADE AD TORO 570Z -4P SPRINKLER MANUFACTURED SWING JOINT 1 LATERAL PIPE LATERAL TEE Yi4IS UVORK tIoT lNC- LubEc IP IGATIG\ SYSTEM \OTES SPRINKLER SYSTEM IS DESIGNED FOR A MAXIMUM OF 25 G.P.M. AT 60 P.S.I. STATIC PRESSURE. VERIFY PRESSURE AT THE POINT OF CONNECTION PRIOR TO INSTALLATION OF THE IRRIGATION SYSTEM. NOTIFY OWNERS REPRESENTATIVE IF MEASURED PRESSURE IS MORE THAN 80 P.S.I. OR LESS THAN 60 P.S.I. 2. NOTIFY OWNERS REPRESENTATIVE SIX (6) DAYS PRIOR TO INSTALLATION FOR A PRE —INSTALLATION CONFERENCE AND FIELD REVIEW COORDINATION FOR TRENCH DEPTHS, ASSEMBLY REVIEW, PRESSURE TESTS, COVERAGE TESTS, PRE— MAINTENANCE AND FINAL REVIEWS. A CONTINUITY TEST WILL BE REQUIRED FOR CONTROL WIRE STUBOUTS. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL FROM THE OWNERS REPRESENTATIVE. 3. 1" IRRIGATION WATER METER IS PROVIDED FOR IN IMMEDIATE VICINITY BY OTHERS. CONNECT TO DISCHARGE SIDE OF IRRIGATION WATER METER. 4. INSTALL BACKFLOW PREVENTION DEVICE APPROXIMATELY WHERE INDICATED AS DETAILED AND ACCORDING TO LOCAL CODES. PRIME AND WRAP WITH A 50% OVERLAP ALL METALLIC PIPE AND FITTINGS BELOW GRADE WITH 10 MIL CORROSION PROTECTION TAPE (SCOTCHRAP OR EQUAL). B.P.D. SHALL BE TESTED AND CERTIFIED PRIOR TO FINAL INSPECTION. CONTACT CITY INSPECTOR FOR TESTING COORDINATION. 5. INSTALL CONTROLLER ASSEMBLY WHERE INDICATED. 120 VOLT ELECTRICAL SUPPLY IS PROVIDED FOR IN IMMEDIATE VICINITY BY ELECTRICAL SECTION OF CONTRACT. MAKE FINAL 120 VOLT ELECTRICAL CONNECTIONS. USE THIN WALL METAL CONDUIT ABOVE GRADE. USE WATERPROOF CONNECTIONS FOR OUTDOOR INSTALLATION. INSTALL PER MANUFACTURERS SPECIFICATIONS. CONTROLLER ASSEMBLY SHALL BE PROPERLY GROUNDED PER ARTICLE 250 OF THE NATIONAL ELECTRIC CODE AND CONFORM TO LOCAL REGULATIONS. INSTALL AS DETAILED. SEAL ALL CONDUIT HOLES WITH SILICONE OR EQUAL. 6. INSTALL ALL EQUIPMENT AS DETAILED. INSTALL R.C.V. ID TAGS MANUFACTURED BY T. CHRISTY ENT. STANDARD SIZE, 1 1/8" HOT STAMPED BLACK LEI IERS ON YELLOW BACKGROUND ON SOLENOID WIRES. LETTERS TO CONFORM TO CONTROLLER/STATION NUMBER. 7. ALL SPRINKLER HEADS SHALL HAVE RISER ASSEMBLIES AS DETAILED. INSTALL CHECK VALVES ON BUBBLER RISER ASSEMBLY WHERE LOW HEAD DRAINAGE OCCURS. NOTE ESPECIALLY TO AVOID DRAINAGE AT SIDEWALKS AND OTHER POINTS WHERE PUDDLING WILL CAUSE DAMAGE OR HAZARD. 8. ADJUST ALL SPRINKLER HEADS FOR COMPLETE COVERAGE WITH MINIMUM SPRAY ON BUILDINGS, ASPHALT, SIDEWALKS, ROADWAYS, ETC., AND THROTTLE FLOW CONTROL AT VALVES FOR OPTIMUM OPERATION. WHEN THROTTLING IS NOT USED TO CONTROL MISTING OR OVERSPRAY, BACK —OFF MANUAL FLOW CONTROL 1/2 TO 1 1/2 TURNS FROM POINT WHERE CLOSING EFFECTS SPRINKLER COVERAGE. ADJUST ALL BUBBLERS AT TREES AS REQUIRED FOR DEEP ROOT WATERING. 9. ALL PIPE UNDER ASPHALT PAVEMENT SHALL BE SCHEDULE 40 PVC FOR 1 1/2" AND SMALLER AND CLASS 315 PVC FOR 2" AND LARGER. ALL PIPE AND WIRING UNDER ASPHALT PAVEMENT SHALL BE INSTALLED AT A TWENTY FOUR INCH (24") DEPTH BELOW GRADE. ALL PIPE AND WIRING UNDER ASPHALT PAVEMENT SHALL BE INSTALLED IN PVC SCHEDULE 40 SLEEVING AND ELECTRICAL CONDUIT. INSTALL SAND FOR BACKFILL IN ASPHALT PAVEMENT AREAS TO 6" COVER ABOVE PIPE. SURROUND PIPE WITH SAND IN AREAS WHERE ROCKY TERRAIN IS ENCOUNTERED. 10. ALL VALVE CONTROL WIRE SHALL BE MINIMUM NO. 14 AWG COPPER UL APPROVED FOR DIRECT BURIAL IN GROUND. ONE (1) EXTRA CONTROL WIRE OF DIFFERENT COLOR THROUGH ALL VALVE LOCATIONS FROM CONTROLLER. EACH WIRE AT VALVES SHALL HAVE 24" EXCESS COILED LOOP IN VALVE BOXES. TAPE WIRES IN BUNDLES EVERY TEN FEET (10'). 11. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION REGARDING THIS PROJECT. DWG NO: 28 of 37 NORFOLK STREET REHABILITATION AND SAN MATEO CREEK FLOOD CONTROL IMPROVEMENTS DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA FREEDMAN TUNG & BOTTOML EY Urban Design & Planning District Revitalization Street & Plaza Design • 47 Kearny Street Suite 500 San Francisco, CA 94108 phone 415291.9455 fax 4152919633 ■ DATE - NO. REVISION DATE SCALE: AS SHOWN NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34". DESIGNED BY: DRAWN BY: CHECKED BY: SHEET TITLE: NORFOLK STREET LANDSCAPE PLANS IRRIGATION DETAILS SHEET NO: L4.5 CASE DRAWER 1 4 SET In AS BUIL FILE NAME: PCP NAME: 4V_PSE-I.PCP 20' • • GRADED CHANNEL B C 20' LEVEE WALL - & FOOTING (NEW) (BY OTHERS) TRANSITION TO NATURAL CHANNEL „be b c ob RESTORED CHANNEL hQ INVER_ T y3 -CONFORM— " 20' A 1T ) TRANSITION TO NATURAL I CHANNEL 41_ II �A 20' N BRIDGE ABUTMENTS LEVEE WALL & FOOTING (EXIST) -I RFOL C i K STREET NORFOLK ST 4+00 a\ aThrt SAN MATEO CREEK CHANNEL r B C LEVEE WALL & FOOTING (EXIST) PLAN SCALE: 1"=10' LEVEE WALL TRANSITION TO CONFORM WITH EXISTING BANK ROCK SLOPE PROTECTION (RSP) WING WALLTh D CI <31:1/) gi;RJdoer %() 30' 1.5 1 i- 00 ABUTMENT/WING WALL/LEVEE WALL FOOTING 86' r 00 20' TRANSITION TO CONFORM WITH EXISTING BANK NEW ABUTMENT (TYP) LEVEE MATERIAL BACKFILL 90% COMPACTION AT WESTERN BRIDGE ONLY 1% RESTORED CHANNEL INVERT 90% COMPACTION 1% 1 1.5 SECTION A -A SCALE: 1 "=5' UNDER EASTE SLOPED BACKFI 10' 20' 10' 40' SECTION B -B SCALE: 1"=S' 110' 105 100' 95'; 90'` ELEV. 109.0 — 64) i RSP FABRIC HALF OF THE BRIDGE, THERE IS NO L, BACICFILLED TO ELE. 95.0 +/- LEVEE WALL* (NEW, BY OTHERS) 1.5 2.0' RSP 20' LEVEE WALL (EXIST) EXIST IRRIGATION LINES TO BE PROTECTED *NOTE: NEW LEVEE WALL, BY OTHERS, TO BE CONSTRUCTED ON WEST SIDE OF NORFOLK STREET ONLY. SECTION C -C SCALE: 1"= RSP 2.0' 1.5 — ELEV. 109.0 RSP FABRIC ELEV. 95.0 UPSTREAM ELEV. 94.8 DOWNSTREAM DWG NO: 29 OF 37 NORFOLK STREET BRIDGE REPLACEMENT AT SAN MATEO CREEK DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA MARK THOMAS & CO. INC. CONSULTING CIVIL ENGINEERS t MUNICIPAL PLANNERS OFFICES IN SAN JOSE, CUPERTINO, FREMONT, REDWOOD CITY, SACRMENTO, SALINAS AND WALNUT CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94063 TELEPHONE: (650) 363-8277 DATE: NO. REVISION DATE SCALE: AS SHOWN AS BUILT JW 8/02 NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34". DESIGNED BY: B. LEVEEN DRAWN BY: H. TRUONG CHECKED BY: B. LEVEEN SHEET TITLE: NORFOLK STREET CREEK IMPROVEMENTS SHEET NO: CK1 CASE 1 DRAWER 4 SET 122 + AS BUILT FILE NAME: Nortdk2_CK1 PCP NAME: 4V-PSE-n.PCP 2+45.00 BVC Elev 104.96 *295% Top of bank Future Levee wall Co co • 0 N 0 cc BB 3+34.00 Elev 106.25 Future Levee wall Top of bank m m r' L 200.00' VC RC = —3.375%/Sta PROFILE 45'-0" No scale Abut 1 ELEVATION 4+45.00 EVC Elev 104.11 8 w �}1nrHlfb NMI L FG --I- T---- J L_1 "" 4-1 L OG Abut 2 r=1 Existing Levee wall o 0 J I 4i iy Io /, R\ - I \ I Q L L_ I c3j K) I I I I I I I I I —0' ; Rad. S 39° 50; 50„I E I — i 5-6" I Existing to be I I I I I I Bridge removed— I I I I � Q o I I d 0----•--0----•--1:;4$146---, 0 N 6 c C U) PLAN Toe of slope, typ =10,-0" SYMBOLS Indicates existing structure Indicates new constructions Indicates concrete removal ABBREVIATIONS (E),Exist (ec) EOD City OH Sim typ Existing Epoxy Coated Edge of Deck City of San Mateo Opposite Hand Similar Typical NOTES: 1. Contractor shall verify all controlling field dimensions before ordering or fabricating any material. 2. Water level subject to tidal influence, data available at City Hall. 3. For 'Index to Plans', see Sheet S2. FOUNDATION DATA LOCATION TYPE OF FOUNDATION DESIGN LOADING (SERVICE LOAD) ALLOWABLE COMPRESSION ABUT 1 SPREAD 1.97 KSF 2.00 KSF ABUT 2 SPREAD 1.97 KSF 2.00 KSF 86'-0" NORFOLK STREET BRIDGE REPLACEMENT AT SAN MATEO CREEK DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA rIREGISTERED(STRUCTURAL ENGINEER DATE 4/Vol co c3 PLANS APPROVAL DATE MARK THOMAS & CO., INC. 90 ARCHER STREET SAN JOSE, CA 95112 s oa 9 Fti Po —Kong Chen No S3112 exp 9/30/01 * STRUCTURAL OF CALF 8'-0„ 11,-0" 10'-0" 11,-0" 8'-0„ 13'-0" 12'-0" 5,-0" 8'-0„ Lane Lane 3'-0" Lane Median Lane Lane 43'-0" Bike lane 43,-4" Elev 109.02 min & varies (Stage 2 construction 39'-6"± Q Norfolk St --- 32'-0" travel way (Stage 2 traffic) 39'-6"± 6'-6"t 26'-0" travel way 13,-0" (Stage 1 traffic) 13,-0" Elev 102.86 at lowest point at abut 2 EB 3+79.00 Elev 105.88 Lane 2% Lane II 2'-6" 4" 2'-8" I 42'-8" 11,-0" (Stage 1 construction) 10'-0" 11'-0" PG Lane Lane Lane 2% Elev 95.OQ_ — — — CL Norfolk St N --Existing Levee wall DESIGN: Y'//'/ GENERAL NOTES LOAD FACTOR DESIGN DEAD LOAD: LIVE LOAD: SEISMIC LOADING: REINFORCED CONCRETE: STRUCTURAL STEEL Nid Closure pour Exist exp. jo'nt at superstructure TYPICAL SECTION 1"_s' —o" BRIDGE DESIGN SPECIFICATIONS (1983 AASHTO with INTERIMS and REVISIONS by CALTRANS) Includes 35 psf for future wearing surface. HS20-44, Alternative and Permit Design Loads ATC-32 Soil type D, M =- Peak Bedrock Acceleration 8.0 = 0.6g fy = 60,000 psi f'C = 4,000 psi n = 9 Shapes, Plates Fy = 36 ksi. Tube, Pipes Fy = 42 ksi Grade B LEGEND C C 0 10 11 12 Ornamental Steel Railing, typ. Elev 109.02 min and varies Conc barrier Type 26 (Modified), typ Reinforced conc slab Exist bridge Exist grade / FG, see 'Road Plans' Remove existing bridge at stage 1 construction Remove existing median at stage 1 construction Temporary railing (Type K) at stage 1 construction Remove existing bridge at stage 2 construction Temporary railing (Type K) at stage 2 construction Construct median at stage 3 construction 9'-0" long Approach slab Paint: "NORFOLK STREET BRIDGE AT SAN MATEO CREEK BRIDGE NUMBER: 35C-0065; YEAR COMPLETED: 2001" 6"0 x 0.25" steel casing for two 2" 0 Irrigation lines 8"0 casing for 3" 0 PG&E's Gas line Steel Bollard For utilitY locations, see 'Road Plans' DWG NO: 30 of 37 NO. REVISION DATE SCALE: AS SHOWN NOTE: THIS DRAWIND IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22"x34' DESIGNED BY: H. Mistry DETAILED BY: H. Mistry SHEET TITLE: GENERAL PLAN SHEET NO. Si CASE 1 DRAWER 4 SET 122 CHECKED BY: P. Chen AS BUILT Future Levee Wall WWLOL T- EOD above" 1'-0" typ 0 2'-0", typ Construction joint Stage 1 construction — bridge removal 39'-6"± 4' Norfolk St. T Seal Course N 50° 09' 10" E Remove exist abut and footing. Stage 2 construction — bridge removal 39'-6"± CL Abut 1 43,-0" 43'-0" 86'-0 PLAN - ABUTMENT 1 \S 42 © cut—off wall Cut—off wall / Future / Levee Wall WWLOL Edge of deck above 3/16" = 1'-0" Future Levee Wall Elev.= 109.00 FG� 103.00 T h typ. 2% PG �CL Norfolk St. 2% Future Levee Wall Elev.= 109.00 0 r 4" Construction joint typ. i-- Exp. joint at exist abut stem wall r~ _/ / L L typ r FG 103.00 -r L L ELEVATION - ABUTMENT 1 - Roughen seal course conc to 1" amplitude. 92.67 n J 3/16" = 1'-0" INDEX TO PLANS S1 General Plan S2 Abutment 1 Layout S3 Abutment 2 Layout S4 Abutment Details S5 Typical Section S6 Barrier 8c Railings Details No.1 S7 Barrier & Railings Details No.2 STANDARD PLANS DATED JULY, 1992 A10A A10B A62C B0-1 B0-2 B0-3 B3-11 B0-13 B6-21 B11-51 B11-54 Abbreviations Symbols Limits of Payment For Excavation & Backfill Bridge Bridge Details Bridge Details Bridge Details Retaining Wall Type 6 6'-0" max. Bridge Details Joint Seals Tabular Hand Railing Concrete Barrier NORFOLK STREET BRIDGE REPLACEMENT AT SAN MATEO CREEK DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA (,f't 41110 EGISTERELII STRUCTURAL ENGINEER DA E PLANS APPROVAL DATE MARK THOMAS & CO., INC. 90 ARCHER STREET SAN JOSE, CA 95112 S Po —Kong Chen No S3112 Exp 9/30/01 STRUCTURAL >f or CAU NOTES: 1. Contractor shall verify all controlling field dimensions before ordering or fabricating any material. 2. Contractor shall design and install temporary shoring for road way approaches at abutments at each construction stage. ;KW Abut. 1 Abut. 2 Structural Structural Structural concrete, Seal Course: 3000 psi © 28 days; min 6 —sack cement. concrete, Bridge footing: 4000 psi © 28 days; min 7 —sack cement. concrete, Bridge; min 7 —sack cement. Structural concrete, Approach slab, barriers, median etc. 4000 psi © 28 days; min 7 —sack cement Note: Smooth aggregates shall not be allowed in any concrete mix —designs. All exposed concrete shall have uniform color. CONCRETE STRENGTH AND TYPE LIMITS No scale Conc curb above, see For (ec) reinf at fin —wall, see Additional #6 / 84" © 12 Abut reinf, see CL abut 1 S6 1 S6 Abut reinf. — SECTION (PLAN VIEW) see {5\ K56y 6 /@6 #4 ri © 12 6 /67- 12 Line of const joint at deck slab. Pour wingwall full height monolithic with abut. and fin walls, typ Edge of deck above 3/4" = 1'-0" DWG NO: 31 of 37 NO. REVISION DATE SCALE AS SHOWN NOTE: THIS DRAIMND IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22"x34" DESIGNED BY: H. Mistry DETAILED BY: H. Mistry SHEET TITLE: ABUTMENT 1 LAYOUT SHEET NO. S2 CASE 1 DRAWER 4 SET 122 CHECKED BY P. Cheri AS BUILT Levee 3'-10" 0"± Wall 14" typ Q Abut 2 FC / Edge of deck above _ 1'-0" typ Q T Norfolk St. Const. Joint Seal Course N 50° 09' 10" E _ v V A N v -- Tom; �" c --.\\r-r- T � -NT � , \ -1/4' ---r N. �� N N, \ Stage 2 construction - bridge removal 39'-6" ± 4" N N 1 _ Remove exist abut and footing. Stage 1 construction - bridge removal 39'- N N N -Edge of deck above 43,-0" 43,-0" PLAN - ABUTMENT 2 -0"± Existing Levee Wall 8'-0"± S6 -Wingwall typ 3/16" = 1'-0" Sim. Conc Pilaster 8c Railing not shown Elev 109.00 Norfolk St. PG typ. r Elev 97.00 See note below, typ P 2% 0.H. Sim. 2% Exist joint at exist abut stem 4" f Construction joint, see typ. Roughen seal course conc to 1" amplitude. - Note: At wingwall step footings, cast vertical portion of steps with footing below so that soil under next footing can be compacted before next footing pour. ELEVATION - ABUTMENT 2 typ. S3 / / r Existing Levee Wall E Elev 97.00 Elev 92.67 3/16" = 1'-0" Typ. 1 - 0' Conc curb above, see For (ec) reinf, see Additional #9 /©12 84" Abut reinf, see Abut reinf. FG Elev 103.00 NORFOLK STREET BRIDGE REPLACEMENT AT SAN MATEO CREEK DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA EGISTERE 101 STRUCTURAL ENGINEER DATE co PLANS APPROVAL DATE No MARK THOMAS & CO., INC. sT 90 ARCHER STREET SAN JOSE, CA 95112 offs Po —Kong Chen S3112 Exp 9/30/01 STRUCTURAL OF CA\ P NOTES: 1. Contractor shall verify all controlling field dimensions before ordering or fabricating any material. 2. Contractor shall design and install temporary shoring for road way approaches at abutments at each construction stage. See \S6) #9 /'© 6 24" #7L©6 #7 24" CL abut 2 -#6 L© 6 Line of const joint at deck slab and barrier. Pour WW full height monolithic with abut and fin wall, typ 24" " 24" Edge of deck above SECTION (PLAN VIEW) WW reinf. Note: For reinf. see SECTION (PLAN VIEW) 3/4" = 1'-0" WW reinf. (ec) © 12 0 1 \S:9- & \S4J 3/4" = 1'-0" DWG NO: 32 of 37 NO. REVISION DATE SCALE: AS SHOWN NOTE: THIS DRAWIND IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22"x34' DESIGNED BY: H. Mistry DETAILED BY: H. Mistry SHEET TITLE: ABUTMENT 2 LAYOUT SHEET NO. S3 CASE 1 DRAWER 4 SET 122 CHECKED BY: P. Chen AS BUILT BB/EB 9,-0„ —3" abut. 1'-3" 6" Deck slab trans. reinf. B6-2 1/4" radius tooled edges #6' (ec) at 6 N #6 fl 1(ec) at 12 3/4"x2" cont exp. jt. strip bonded to concrete #5 r30 (ec) at 6 1 Approach Slab Joint Seal MR = 1/22)\ 51-1 (ec) at 12 #6 (ec) at 12 For joint at median, see #5 (ec) cont. 84" #5 o I (ec) © 6 #7 cont., total 3 See note 6 2""clr typ 4"clr, to 9„ e\ #4 ties, typ 8'-6" I I I I � # 8 at 12 (no Splicing) = 1% #5 cont. total 9, typ at top & bottom - U Q 2 2 Deck reinf, see / b Th #5 cont., total 6 - Roughen to 1/4" amplitude #4 ' © 12, typ each way, see note 2. # 8 at 12 (no Splicing) FG, See note 5 & 6. #5 cont © 12 Roughen to 1/4 " amplitude # 7 I I at 6 max., fan as required at skewed footing 0 c N Concrete Seal course. 2'-0" 4'—g" 111=111-111 4'-9" 2'-0,> Note: For temporary shoring at roadway approaches, see note 8. \ S44} TYPICAL SECTION 1/4" radius tooled edges, typ, N #6 x 3'-0" smooth rod dowel at 12, typ © walk & median Conc side walk, see 'Road Plans' 1/2" exp jt filler typ at vert faces Metal Utility casings BB/EB - 9-0" Aproach slab & walk poured monolithic, typ. Line of approach slab beyond For conc walk profile, see #5 (ec) at 12 N 1-1 Aproach slab reinf, see 4 SV SECTION AT CONCRETE WALK AT APROACH SLAB 1/2" = 1'-0" #5 (ec) at 12 �S4 III-III=111 2 At approach slab, wrap utility conduits with 1" compressible material Note: For details not shown or noted, see 'Road Plans' I I 1/2" = 1'-0" 1/4" #7 at 6 (no splicing) 11=III—III 14" thick Cut—off wall at abut 1 only. For reinf detail see 4"clr typ 1 S # 7 I 1 at 6 max., fan as required at skewed footing #5 cont. total 9, typ top & bottom, bent to suit footing shapes. L U IZ 4-0 0 # 4 I I (ec) at 12 1'-0" Top of WW elev. = 109.00 -Cast wingwall monolithic with abutment wall, typ. #9 /; / at 6 ti� f FG, See note 5. 4""Clr j typ I # 7ry;,/ +#6 at 6, (no splicing) Roughen to 1/4 " amplitude /4. at 12 0 N FG II -III -1111[ # 7 / (ec) at 6 III 2" clr, typ #7J (ec) at 6 (no splicing) — J 0 J 2" clr, typ #6 II 1 (ec) at 9 max., fan as required at skewed footing #5 (ec) cont. total 9, typ top & bottom, bent to suit footing shapes. 2" clr t yP• ri Seal Course where occures, see note below. 2'-0" 2'-10" 1'-2" III=III-III 4'-6" 2'-0" Note: For details not shown or noted, see SECTION AT WINGWALL 11 I I N typ 12" Utility conduits, at conc walk, see note 4, typ Joint Seal to continue over conc walk t\ ti See Q Abut _' j Phase 2 construction Phase 1 construction 8"x12"xl 1/2" intermittent key © 2'-0", installed at Q Abut =III= 5'-0" max & varies 1'-0" -FG, See note 5. # 7 (ec) at 12 (no splicing) # 7 L (ec) at 12 See 2'-0" see footing plan Note: For reinf at footing step at wingwall, see #8'-0; ^ 3,(ec) dowels with threaded couplers © 12, typ © stem, footing & approach slab Abut. reinf. .j n SECTION No scale Polyurethane seal 1/4" radius rounded edges 1/2" exp joint filler S Use #4 , ties © all intersections next to const joint at footing 4" ypl #4 ties © 12, to wrap around vert. & horiz. reinf. typ. © abut. Note: Const. joint at Abut wall is shown here. Const. joints at abut footing and approach slab shall be similar. Use four keys at abut footing. Use continuous 4"x1 1/2"shaped shear key at middle at approach slab joint. CONSTRUCTION JOINT 3/4" = 1'-0" VD —BB/EE Polyethelene foam rod 1/4" larger in dia. than gap Pavers, see 'Landscape Plans' Median Top of deck 30 lb building paper bonded to deck slab under median. Joint Seal to continue under median, typ. DETAIL @ MEDIAN No scale NORFOLK STREET BRIDGE REPLACEMENT AT SAN MATEO CREEK DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA (AV- 417/of PEGISTERgC STRUCTURAL ENGINEER DATE co C3 PLANS APPROVAL DATE MARK THOMAS & CO., INC. 90 ARCHER STREET SAN JOSE, CA 95112 s RcFESS 0 Po—Kanq Chen No S3112 Exp 9/30/01 * RUCTURAL/P OF CALIF NOTES: 1. Contractor shall verify all controlling field dimensions before ordering or fabricating any material. 2. Install #4 cross ties at the junction of vertical and horizontal reinf. bars so as to wrap around both the reinf. bars. 3. Reinforcing bars marked (ec) shall be epoxy coated. Concrete cover to the epoxy coated reinf. shall be 2" typ, except as shown. 4. Utility conduits shall have flexible, slipping watertight joints at EE/BB per Caltrans Standard Plans July 1992 sheet "ES -7C" or approved equal. 5. Back filling on both sides of the walls shall be carried out only after deck slab is poured and carried out simultaneously with maximum of 1'-0" lift difference until the finished grades are reached. Backfill on top 3'-0" of footings shall be carried out by hand held equipments only; so as not to exceed soil pressure 2500 psf at any area over the seal course or the footings. 6. Backfilling at abutments shall be carried out prior to removal of forms for the deck slab. Backfilling shall be carried out simultaneously at both abutments with maximum 1'-0" lift difference. 7. Except noted, for "Limits of Payments for Excavation and Backfill—Bridge" see Caltrans July 1992 Standard Plans A62C N. 8. Temporary shoring and bracing at excavation at roadway approaches shall be the sole responsibility of the Contractor to select, design, construct & maintain during construction The contractor shall submit shop drawings and design calculations (3 copies) for the shoring scheme duely prepared, stamped and wet signed by a California Registered Civil or Structural Engineer for the City's review, prior to costruction. 6. All form —ties shall be either plastic or shall have rust proof treatment. All tie holes shall be repaired water —tight with epoxy base repair grout. DWG NO: 33 of 37 NO. REVISION DATE SCALE: AS SHOWN AS BUILT JW 8/02 NOTE: THIS DRAWIND IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22'x34' DESIGNED BY: H. Mistry DETAILED BY: H. Mistry SHEET TITLE: ABUTMENT DETAILS SHEET NO. S4 CASE 1 DRAWER 4 SET 122 CHECKED BY: P Chen AS BUILT 86'-0" 3'-0" Norfolk Street 43'-0" 8,-0„ 32'-0" 3'-0"-- 5-0" 30'-0" 8'-0" o -2% PG typ -2% 2'- 2" n o 2'-6" Closure pour 43'-4" Stage 2 construction 6"dia steel casing 8"dia casing 42'-8" Stage 1 construction TYPICAL SECTION 3/16" = 1'-0" #4 / (ec) dowels @ 1'-0" 1/2" rad. tooled edge, typ #5 @ 12, typ. 2 1/2" clr. - 2% 7,-0,, 2" 1/2" chamfer, typ #5 (ec) cont. total 8 #4 (ec) #5 i I (ec) @ 9 #5 (ec) @9 -2% Os- cont. tot 12- 2-5"0 openings, typ 1/2" 1 1 /2" clr, typ 1 1/2"cl typ • y • • 4" 7'1173 6" typ \ #10 @ 6, splicing not allowed, typ 1 1/2 " clr. #6 @ 12. typ -' #6x7'-0" @ 12, centered on casing TYPICAL PART. SECTION . . 1,-0" 3/4" drip grove, typ. min Verify with PG8cE before const. (at west edge of the deck only) \ 8" dia casing for 3" dia Gas Line. For details of casing at each end of bridge and vent details, see PG&E's plans. Casing to be furnished by PG&E and installed by the Contractor per the City and PG&E's requirements. For details of approach slabs at casings, see 5/S5. Ornamental Steel Railing, typ, see Conc. pilaster beyond Elev 109.02 min & varies 4� S6} C -Drill & bond #6 (ec) dowel in 10" deep vert hole at 12, typ Conc Barrier 1x3 p shaped const. key @ const. joint, typ. 2"clr typ #10 cont. total 2 @ top Splicing not allowed -#5 (ec) @ 12, typ 6" 1" = 1'-0" Concrete Pilaster beyond ,}- Ornamental I steel railing Conc Barrier Type 26 (modified) J typ. _o Camber line /Profile grade C C 3/4 Span - N a C a o_ ,. , U) (f) D Q N-- f Dose not include allowance for falsework deflection & settlement CAMBER DIAGRAM No Scale Add'I #6x6'-0" (ec) at 12, centered on casing Approach slab with monolithic sidewalk, all reinf not shown 1) 6" casing Add'I #6 (ec) cont. For reinf See i4 N • • =111=111=111 #8 x 9'-0" (ec) at 12 centered on O casing Compacted fill typ. Exp. Polystyrene form 8" casing for PG&E gas line APPROACH SLAB AT PG&E CASING No Scale M #4 -2/ (ec) dowels @ 1'-0" See 'Landscape Plans' for Paver Details 1 /2" rad. tooled edge, typ 2-#10, typ <> at top. Shaped cont. key @ mid. depth, typ. N N 1 1/2" 8'-0" Median NORFOLK STREET BRIDGE REPLACEMENT AT SAN MATEO CREEK DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA REGISTERS STRUCTURAL ENGINEER DATE co w PLANS APPROVAL DATE MARK THOMAS & CO., INC. 90 ARCHER STREET SAN JOSE, CA 95112 No s, OFES Po—Kanq Chen S3112 Exp 9/30/01 STRUCTURAL OF cAu NOTES: 1. Contractor shall field verify all controlling dimensions prior to ordering or fabricating any material. 2. Falsework for deck slab shall be supported from abutment walls only. Falsework shall not be removed untill 21 days after conc pour or when the concrete has reached 3250 psi, whichever is later. 3. Contractor shall coordinate electrolier, conduits pull box, anchor bolts & related accessories per 'Elecrical Plans' and with the City. 3,-0" 5'-0" T typ 4" Q Norfolk St PG 1 1/2" clr #9 total 10 \#5 u@ 12, typ top & bottom 2"clr typ 2,-6„ Closure pour 6'-0" /3'-0„ # 8 0 1 (ec) dowels with threaded coupler, typ at 12 at top & bottom at stage 1 const. #4 (ec), total 11 #4 n (ec) @ 12 6" typ. 1 2" typ. Drill & bond #4 (ec) dowel in 5" deep hole at 12, typ 2 1/2" clr, typ. \ • \\\ 3 N f 6"0x0.25 min steel casing for two 2"0 irrigation conduits, furnished & installed by contractor. See note below. #4 (ec) ties @ 12, installed to wrap around both bars at intersection, typ at pour joints. See — 1 1/2 "clr, typ Note: At each end of the approach slabs, use bends and lower down the steel casings and conduits min 2'-0" below F.G. or as per City's requirement. Extend the Casing 1'-0" beyond ends of approach slab. Close Casing ends using pull -on type rubberized clamped seal. Rust proofing treatment to underground metals shall be per City's Standards. S5 CLOSURE POUR AND MEDIAN DETAIL 1" = 1'-0" DWG NO: 34 of 37 NO. REVISION DATE SCALE: AS SHOWN AS BUILT JW 8/02 NOTE: THIS DRAWIND IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22"x34' DESIGNED BY: H. Mistry DETAILED BY: H. Mistry CHECKED BY: P. Chen SHEET TITLE: TYPICAL SECTION SHEET NO. S5 CASE 1 DRAWER 4 SET 122 AS BUILT #5 1 total 2 Conc curb Conc walk - LO 2 6 ti #4 777 (ec) ties —4 8 /r. 4— const. joint 5—#4 I (ec) on each face conti from footing m w m CO Full ht. fin —wall - 6 (ec) © 12, typ- DETAIL Electrolier, see note 3. #5 I I (ec) total5 0 1 1/2" clr, typ C 3,-6" T. abut • Drill and bond #5 (ec) in 6" deep hole (slope — 4V :1H) total 10, typ #4 (ec) © 8 - At abut 2 Conc barrier beyond Const. joint - See 3 S5 J 6 —3'' Ornamental Railing Line of Wingwall beyond 2—#10 cont from deck slab at abut 2 Conc walk & barrier, reinf not shown All deck reinf not shown Railing & conc. curb Ornamental Railing, for details see See 1/2" chamfer, typ Elev. Varies, see 'Road Plans', typ — • • • • - Additional 2—#7x16'-0" (ec) See note below and All stem reinf not shown. For stem reinf, see Note: Pour conc curbs monolithic with deck slab. 1/2" = 1'-0 Conc. pilaster 2" • typ N Top of WW measured at EOD Top Deck slab 3/4" drip grove, typ. 4 S6 / SECTION 8" #10 cont. total 2 © top 6" 1" = 1'-0" 4 S4 3 6 1/2" thick exp jt filler 0 of conc curb O O L —��2 -IV- I 1' 0" 51 LO e 2 #5x8'-6" (ec) 1• con. from deck slab 2 #7x16'-0" (ec) #4 [ (ec) © 8 #6 x 15'-0", (ec), total 4 2"clr to ties typ. Equal, unless noted Conc curb or barrier, typ V 1/4 (-1 1/4", typ <yp 4 4 - Base fft 5/8x8x0'-8" with 13/16" 0 holes DRILLED AND BONDED 2 - #7 (EC) AT WESTERN BRIDGE Non —shrink, non— metallic grout, typ Note: All Conc walks over Approach slabs shall be poured monolithic. SECTION 1" = 1,-0" Line of Wingwall below deck soffit, %3\ Conc. Curb beyond 'Adeka Ultra Seal MC-2010MN' cont strip waterstop, see note 2, typ - EB Conc Barrier reinf, see \S5 PL #6 gj ©6" above elev 105.0 #6 © 12" above elev 105.0 #6 /(ec) © 12 at pilaster only Wingwall, typ 1/2" thick full size key at const joint at wingwall to deck & pilaster. Discontinue key 2" below top of wall. Conc Pilaster. Discontinue reveals at 2" from wingwall intersection, typ 12—#4 (ec), extend 24" into pilaster, typ 4-3/4" 0 anchor bolts with nuts and washers (all stainless steel) 4" I 4' typ 3" I I I I I I I I I I Railing max cn C —o L © Co post a) 0 0 (1) 0 N min Note: A.B. and Base FE © Railings shown. Base fE and A.B. © electrolier similar and as noted. S6} DETAIL Temporary Railing Type K Threaded rod shall not extend beyond face of barrier, typ Plate washer 3/8x2 1/2x3 Top of deck Note: Pour Concrete Barrier and Pilasters monolithic, typ. 5 �S6J SECTION 1" = 1'-0" See note below 1 1/2" = 1'-0" Face of barrier N Drill and bond 1" dia threaded rods into 6" deep vertical holes on structure, total 4 per panel Note: Use K —Rail anchorage at Stage 2 construction rail layout only. Upon removal of railing, burn —off dowels 1 1/2" below concrete surface chip the damaged concrete and repair flush and watertight. SV TEMPORARY RAIL - TYPE K No scale NORFOLK STREET BRIDGE REPLACEMENT AT SAN MATEO CREEK DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALFORNIA 4(g 10 EGISTEREU STRUCTURAL ENGINEER DATE PLANS APPROVAL DATE MARK THOMAS & CO., INC. 90 ARCHER STREET SAN JOSE, CA 95112 c3 Po—Kanq Chen No S3112 Exp 9/30/01 ofEs Qv* s' N STRUCTURAL a�P OF CALIF Note: 1. Contractor shall verify all controlling field dimensions before ordering or fabricating any material. 2. 'Adeka Ultra Seal' strip waterstops shown for uniform bids only. Contractor may substitute equal or better product to ensure full warer tightness. In case of substitution, the Contractor shall submit product documentation and written guarantee to proove the substitute product is equal or better, for the City's written approval prior to purchase. Installation of all leakproofing materials shall be per product manufacturer's recommendations to ensure full watertightness. 3. Contractor shall coordinate electrolier, pull boxes, conduits, anchor bolts and related accesories per 'Electrical Plans', 'Road Plans' and with the City. 3/4" max. 1/2" min. 7 ( I \ "Adeka Ultra Seal KM -3030M" strip waterstop, see note 2. CO Chamfer & Sealant continuous on each face and on top, typ PLAN Note: Detail shown at stem wall. Details at footing similar with full length strip waterproofing 2" from the bottom of the footing and connected to the vertical strip extended to it. Continuous Joint Sealant Backing rod, 1/8" larger than gap. Expanded polystyrene or equal filler board. 1/2" Gap Exist. levee wall EXPANSION JOINT DETAIL No scale DWG NO: 35 of 37 NO. REVISION DATE SCALE: AS SHOWN AS BUILT JW 8/02 NOTE: THIS DRAWIND IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22x34" DESIGNED BY: H. Mistry DETAILED BY: H. Mistry CHECKED BY: P. Chen SHEET TITLE: BARRIER AND RAILING DETATLS No. 1 SHEET NO. S6 CASE 1 DRAWER 4 SET 122 AS BUILT See / 5� Conc. Curb r 1 1/2" EE/BB �- 9-0" 1/2 Span CL TS4x4x3/8 typical 6" i 3"-4 6"" typ equal equal Tc Symm. CL TS 4x4x1/4 -Steel railing, see note 4 1 1-1 Conc. barrier PARTIAL ELEVATION - BARRIER & RAILING (SEE NOTES) Top of walk varies Top of deck varies 1/4" = 1'-0" See note 4, typ. 1 /2" chamfer, typ. 1/2" Clr. gap at curb Conc. Curb Top of Conc. Walk, varies - K4 m w m m l_.—Electrolier, See Landscape Plans' 8" 1'-8" Conc. Pilaster Also, See (4� 3/16 S62 <Typ. �S7 Note: For pilaster dimensions and rein f details , see �4� PILASTER DETAILS 4'—O" measured © EOD Top of deck varies \ 1/2" chamfer 2" 1/8" 1" = 1'-0" 1 1/2"x1 1/2" x 14ga Steel Channel See 1" Square x 12ga Tube Picket © 5" max. See 1/2" chamfer, typ. See m "65 Q 0 Typ SECTION 1 ti Cast Iron Post Cap Julius; Blume & Co, Inc. #5640, typ. Steel Handrail Julius; Blum & Co. Inc. #4441 c TS 4x4x3/16 -. N \ 0 1 1 1/2" square x 3/16" Tube, cont. <typ 1 1/2" square x 3/16" Tube, cont. TRAFFIC SIDE 1 1/2" = 1'-0" Exist finished grade. - Concrete sidewalk 1/2" thick exp jt filler CL of Bollard & Pier- Min 1/4" thick material cap, Shape proportionate with cap over rail post, submit shop drawing TS 7x7x1/2 Bollard filled with conc. C Bollard = CL railing Gal v., painted to match 1/2" thick exp. jt filler © end of conc curb Conc curb, all details not shown. PLAN 1'-0" 6" r Walk over appr. slab 6—#5 with #4 ties or spiral © 6" o.c. C E 0 Cl 0 C 0 0 (.0 clr 2'-0" dia. ELEVATION BOLLARD DETAIL Steel Rail Post Conc walk - - 4-3/4"0 welded studs No scale Top of railing to match with railing at conc barrier See %7 tct- K) 1 typ>1/8 / TS 3 x 1 1/2 x 3/16 Top of curb to match with reveal at pilaster and barrier, see SECTION 1 C See N N L 0 1" Square x 12ga Tube Picket © 5" max. _d.— TS 4 x 4 x 3/8 3/16 I d. typ Conc. curb, See �� \ S62 1 1/2" = FG �II-III-III For WW and 2� footing reinf see,S4� 14" thick Cut—off wall at abut 1 only. Elev = 103.00 #5 = at 12 J 0 J a— -Cast wingwall and cut—off wall monolithic with abutment wall, typ. - FG, see 2'-0" #5 JJ total 8 at outer faces 4" clr, typ 0 N c E See, 2'-0" 2'-10" 1'-2" III-III III 4'-6" 2'-0" Note: For details not shown or noted, see 87} CUT-OFF WALL DETAIL I l l No scale NORFOLK STREET BRIDGE REPLACEMENT AT SAN MATEO CREEK DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA 411101 REGISTERS STRUCTURAL ENGINEER DATE PLANS APPROVAL DATE MARK THOMAS & CO., INC. 90 ARCHER STREET SAN JOSE, CA 95112 Po—Kanq Chen No S3112 Exp 9/30/01 s OF cAUF7 ��P STRUCTURAL z NOTES: 1. Contractor shall field verify all controlling dimensions prior to ordering or fabricating any material. 2. All steel fabrication shall be per latest ASTM & AWS codes. All unwelded contacts of welded connections shall be seal welded or sealed. 3. All closed section shall have vent holes locat-. so as to drain. 4. All Pilasters, railing posts and pickets shall be vertical (plumbed). All horizontal reveals and railing elements shall be, in general, parallel to the bridge profile line. 5. All fabricated metal shall be cleaned and hot —dipped galvanized. Upon inspection of galvanized items, paintable items shall have one coat of galvanizing—compatable primer. For paints, see 'Landscape Plans and Special Provisions'. 6. Submit shop drawings prior to fabrication of the steel railing. TOP OF CONCRETE BARRIER WALLS HAS BEEN CONSTRUCTED LEVEL AND APPROVED BY THE, ENGINEER. N r N 0 hollow steel ba J.G. Braun #84110 at mid length, typ See, TS 1 1/2 x 1 1/2 or Ts 3 x 1 1/2 DETAIL ELEVATION No scale DWG NO: 36 of 37 NO. REVISION DATE SCALE: AS SHOWN AS BUILT JW 8/02 NOTE: THIS DRA'MND IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22"x34' DESIGNED BY: H. Mistry DETAILED BY: H. Mistry CHECKED BY: P. Chen SHEET TITLE: BARRIER & RAILING DETAILS NO. 2 SHEET NO. S7 CASE 1 DRAWER 4 SET 122 ROADWAY EXCAVATION LOCATION 2.25' CY N 1+49 TO 3+38 1000 N 3+71 TO 4+90 700 TOTAL 1700 REMOVE CONCRETE LOCATION ELECTROLIER FOOTING SIDEWALK, DRIVEWAY MEDIAN CURB & GUTTER CURB WALL No. SF LF LF N 1+40 TO 3+38 LT 1070 205 65 N 1+50 TO 3+38 2 850 345 N 1+75 TO 3+38 RT 950 165 75 N 3+71 TO 4+90 LT 665 122 80 N 3+71 TO 4+85 1 610 238 N 3+71 TO 5+00 RT 800 145 TOTALS 3 4945 1220 220 ROADWAY QUANTITIES LOCATION AGGREGATE SUBBASE AGGREGATE BASE ASPHALT CONCRETE (TYPE B) PLACE AC (MISC AREA) (CLASS 4) (CLASS 2) PAVEMENT MISC AREA TON TON TON TON SF N 1+45 525 N 1+49 TO 3+25 LT 370 163 148 N 1+49 TO 3+25 RT 396 174 158 N 3+88 TO 4+90 LT 225 99 90 N 3+88 TO 4+90 RT 210 93 84 N 1+49 LT & RT 8.1 540 N 1+90 RT 4.9 216 N 2+77 LT 11.1 492 N 3+15 LT 6.8 228 N 3+15 RT 11.2 374 N 3+85 RT 5 1.7 115 N 3+98 RT 12.2 408 N 4+03 LT 6.2 276 N 4+50 RT 10.1 450 N 4+72 LT 3.7 246 N 4+90 LT & RT 7.7 510 N 5+00 775 FROM MINOR CONCRETE TABLE 151 TOTALS 1201 685 480 84 5155 MINOR CONCRETE (MISC CONSTRUCTION) LOCATION AGGREGATE BASE (CLASS 2) CURB & GUTTER (TYPE A) CURB & GUTTER (TYPE B1) CURB & GUTTER (TYPE B2) CURB WALL (TYPE C) SIDEWALK & CURB RAMPS DRIVEWAY SIDEWALK REINFORCING (TYPE 1) (TYPE 2) TON LF LF LF SF SF LF LF N 1+40 TO 3+25 LT 41.3 84 65 445 900 190 N 1+50 TO 3+00 M 12.6 306 N 1+50 TO 3+25 RT 31.4 92 24 470 540 102 N 3+88 TO 4+92 LT 27.4 29 200 750 39 N 3+88 TO 4+87 M 8.4 204 N 3+88 TO 5+00 RT 29.5 49 275 715 22 SUBTOTAL 151 TOTALS 254 306 204 89 1390 2905 190 163 MARKINGS LOCATION MARKING DETAIL THERMOPLASTIC PAINT CURB 10 27B €8-A 38C (39) 39A 9 ARROWS WORDS "LINES 12 WHITE TYPE IV (L) TYPE VII (L) BIKE LANE "STOP" "BIKE" "LANE" "ONLY" "PEDESTRIAN & BICYCLE" LF LF LF LF LF LF LF LF SF SF SF SF SF SF SF SF LF N 1+25 TO 5+45 620 100 300 240 100 210 260 60 54 7 22 10 12 6 10 44 DWG NO: 37 OF 37 NORFOLK STREET BRIDGE REPLACEMENT AT SAN MATEO CREEK DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA MARK THOMAS & CO. INC. CONSULTING CIVIL ENGINEERS & MUNICIPAL PLANNERS OFFICES IN SAN JOSE, CUPERTINO, FREMONT, REDWOOD CITY, SACRAMENTO, SALINAS AND WALNUT CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94063 TELEPHONE: (650) 363-8277 DATE : 117/1/4/ NO. REVISION DATE SCALE: AS SHOWN NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34". DESIGNED BY: K. ADAM DRAWN BY: K. ADAM CHECKED BY: B. LEVEEN SHEET TITLE: NORFOLK STREET QUANTITIES SHEET NO: Q1 CASE DRAWER 4 SET 122 AS BUILT FILE NAME: Norfolk2_01 PCP NAME: 4V_PSE—n.PCP