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Home My Public Portal AboutNorfolk Street Rehabilitation Streetscape; Project Number: 09-90-38.31CITY 0? SAN MATEO DEPT. OF PUBLIC WORK& RELEASED FOR CQNSTRUCTION CITY OF SAN MATEO CITY ENGINEER ..5" /D 00 DA DIRECTOR OF PUBLIC WORKS U TO NORFOLK STREET REHABILITATION/STREETSCAPE THIRD AVE TO DAKOTA AVE it SqN FPANcisc O eqY PROJECT LOCATION VICINITY MAP NO SCALE CITY OF SAN MATEO, SAN MATEO COUNTY, CALIFORNIA CITY PROJECT NO. 09-90-38.31 STIP 98S-106-SM-1054 PROJECT LOCATION MAP NO SCALE 4- 5-7 LP1-LP3 IM1-1M3 Cl-C6 /7-21 D1 -D5 CS1 23-Z5 PD1-PD3 El 21-41 L1 .1 -L4.5 Q1 22 SHEET INDEX: DWG NO. SHEET NO. DESCRIPTION 2 3 T1 Al X1 K1 11 -/a, 26 4Z TITLE SHEET ABBREVIATIONS & LEGEND TYPICAL CROSS SECTIONS KEY MAP NORFOLK STREET LAYOUT & PROFILE PLANS NORFOLK STREET IMPROVEMENT PLANS CONSTRUCTION DETAILS DRAINAGE AND UTILITY PLANS CONSTRUCTION AREA SIGNS PAVEMENT DELINEATION AND SIGNING PLANS LIGHTING AND ELECTRICAL PLANS LANDSCAPE AND IRRIGATION PLANS QUANTITIES BASIS OF SURVEY: SEE SHEET K1 FOR SURVEY CONTROL POINTS & LOCATIONS. 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. Advertised on May 10t112000 NORFOLK STREET REHABILITATION/STREETSCAPE DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATED, CALIFORNIA it, MARK THOMAS A CO. INC. CONSULTING CIVIL ENGINEERS & MNICIPAL PLANNERS OFFICES IN SAN JOSE, CUPERTINO, FREMONT, REDWOOD CITY, SACRAMENTO, SALINAS AMU WALNUT CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94063 TELEPHONE: (650) 363-8277 DATE: 05/08/00 NO. REVISION DATE SCALE: AS SHOWN 0 AS BUILTS KL 12/01 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 DWG NO: / OF �/Z SHEET NO: T1 CASE 1 DRAWER 14 SET 44 AS BUILT FILE NAME: Nortolk_T1 PCP NAME: 4V_PSE-n.PCP + ABBREVIATIONS: LEGEND: AB AC APPROX AS BC BLDG BVCE BVCS BW CB C&G CIDH CL CMP CONC CONT CR CSM D DI DIP DWY EC ELEV EVCE EVCS EXIST FEMA FL GB GND GTD HDPE HORZ INV LOL LG LP LT MAX MIN MH NB OC OD OG PCC PED PI P/L PVC PVI R RT R/W SB SCH AGGREGATE BASE ASPHALT CONCRETE APPROXIMATE AGGREGATE SUBBASE BEGIN CURVE BUILDING BEGIN VERTICAL CURVE ELEVATION BEGIN VERTICAL CURVE STATION BACK OF WALK CATCH BASIN CURB AND GUTTER CAST IN DRILLED HOLE CENTER LINE CLASS CORRUGATED METAL PIPE CONCRETE CONTINUOUS CENTER OF RAMP CITY OF SAN MATEO DRIVEWAY DRAINAGE INLET DUCTILE IRON PIPE DRIVEWAY END OF CURVE ELEVATION END VERTICAL CURVE ELEVATION END VERTICAL CURVE STATION EXISTING FEDERAL EMERGENCY MANAGEMENT AGENCY FLOW LINE GRADE BREAK GROUND ELEVATION GRADE TO DRAIN HIGH DENSITY POLYETHYLENE HORIZONTAL INVERT LAYOUT LINE LIP OF GUTTER LOW POINT LEFT MAXIMUM MINIMUM MANHOLE NORTHBOUND ON CENTER OUTSIDE DIAMETER ORIGINAL GROUND PORTLAND CEMENT CONCRETE PEDESTRIAN POINT OF INTERSECTION PROPERTY LINE POLYVINYL CHLORIDE POINT OF VERTICAL INTERSECTION RADIUS RIGHT RIGHT OF WAY SOUTHBOUND SCHEDULE SDMH STA SW TC TOB TP TSW TW TYP VAR VC VERT STORM DRAIN MANHOLE STATION SIDEWALK TOP OF CURB (THEORETICAL TC TOP OF BANK TOP OF PAVER ELEVATION TOP OF SIDEWALK ELEVATION TOP OF WALL ELEVATION TYPICAL VARIABLE GRADE VERTICAL CURVE VERTICAL AT WHEELCHAIR RAMPS OR DRIVEWAYS) OHE EXIST SANITARY SEWER EXIST GAS — EXIST STORM DRAIN NEW STORM DRAIN EXIST TELEPHONE EXIST WATER EXIST ELECTRIC (OVERHEAD) EXIST ELECTROLIER NEW ELECTROLIER (SINGLE LAMP) NEW ELECTROLIER (DOUBLE LAMP) EXIST FENCE NEW FENCE DRAINAGE INLET TREE GRATE IN SIDEWALK GRADE/DIRECTION OF FLOW SWALE //////////// ABANDONED UTILITY GB GB _ GRADE BREAK LINE ..•;.•a;..•;.•a•..•.w. COLD PLANE ASPHALT CONCRETE AND OVERLAY WITH NEW REMOVE AND REPLACE CONCRETE DETAIL IDENTIFIER DETAIL NUMBER SHEET NUMBER ADJUST UTILITY IDENTIFIERS 10 ADJUST WATER METER FRAME 8c COVER TO GRADE 20 ADJUST WATER VALVE FRAME & COVER TO GRADE © ADJUST SANITARY SEWER FRAME & COVER TO GRADE ® ADJUST ELECTRICAL BOX TO GRADE 05 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: OF NORFOLK STREET REHABILITATION/STREETSCAPE 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, FREMCNT, REDWOOD CITY, SACRAMENTO, SALINAS AN) WALNUT CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94063 TELEPHONE: (650) 363-8277 DATE: 05/08/00 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 DRAWN BY: A. SHAPIRO CHECKED BY: B. LEVEEN SHEET TITLE: NORFOLK STREET ABBREVIATIONS AND LEGEND SHEET NO: Al CASE 1 DRAWER 14 SET 44 AS BUILT FILE NAME: Norfolk_ l PCP NAME: 4V_PSE—n.PCP + NOTES: MS =Sr 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. rig LEVEE WALL* r 1 (BY OTHERS) 15.5'± rig LEVEE WALL* �� (BY OTHERS) I I I I J I Al LINE 14'± TO 15.5'± 7'± TO 9.5'± I VAR VALLEY GUTTER VAR CONFORM TO EXIST AC OR LG I EXISTING FACE OF BUILDING �Cly r OR FACE OF WALL TYPE B) 0.67 AB (CL 2) ALLEY STA Al 2+67 TO 4+42 YARN. -_1-1---- I EXISTING FENCE, DRIVEWAY, OR RETAINING WALL* VA (BY OTHERS) Al LINE Dommil VALLEY GUTTER 8'± VAR TYPE B) 0.67' AB (CL 2) ALLEY STA Al 1+56 TO 2+67 VAR Al LINE VAR VALLEY GUTTER \CJ VAR .:EXISTING CURB 0' TO 12'± CONFORM TO EXISTING CARPORT ENTRANCE PE B) 0.67' AB (CL 2) ALLEY STA Al 0+59.28 TO 1+56 * RETAINING WALL/LEVEE WALL ADJACENT TO ALLEY FROM STA 1+45 TO 4+33. BASE AND FINISH GRADE COMPACTION OVER FOOTING SHALL BE BY HAND HELD EQUIPMENT ONLY. 20'± TO 45' N LINE 21'± TO 45' CONFORM TO EXIST AC OR LG OG 1% & VAR PROFILE GRADE 1% & VAR R/W 0.70' AC (TYPE B) 0.50' AB (CL 2) 40' TO 43' NORFOLK ST STA N 13+40 TO N LINE 14118 14+60 EXTENDED LIMIT 40' TO 43' R/W Is- R/W .14 6' SW 2% TYPE "A" CURB & GUTTER AND SIDEWALK (TYP) 23'± TO 34' 2%* OG \ PROFILE GRADE 25'± TO 35' 2%* 6' SW a- 2% 0.40' AC (TYPE B) 0.60' AB (CL 2) 1.25' AS (CL 4) 43' NORFOLK ST STA N 10+48 TO 13+40 * CROSS SLOPE VARIES FROM STA 11+90 TO STA 13+40 N LINE 43' REINFORCING FABRIC (SEE NOTE 5) Ns- R/W 8' 30' 5' 5' 30' 8' SW 2% TYPE "A" CURB & GUTTER AND SIDEWALK (TYP) 70G REINFORCING FABRIC (SEE NOTE 5) 0.40' AC (TYPE B) 0.60' AB (CL 2) 1.25' AS (CL 4) A LANDSCAPED MEDIAN ISLAND —n PROFILE GRADE C- SW 2% 1 TYPE "B2" OR "B3' CURB AND GUTTER NORFOLK ST STA N 4+85 TO 10+48 bK REINFORCING FABRIC (SEE NOTE 5) *NO MEDIAN ISLAND STA 4+87 TO 5+47, 7+52 TO 8+12 **PLANTER WALLS IN 10' MEDIAN ONLY *** TRANSITION TO EXISTING CROSS SLOPES BETWEEN STA 4+85 AND 5+47 0' TO 10'± NOT TO SCALE DWG NO: OF di,.: NORFOLK STREET REHABILITATION/STREETSCAPE DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATED, CALIFORNIA MARK THOMAS & CO. INC. CONSULTING CIVIL ENGINEERS & MUNICIPAL PLANNERS OFFICES IN SAN JOSE, CUPERTINO, FREMINT, REDWOOD CITY, SACRAMENTO, SALINAS AM) WALNUT CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94063 TELEPHONE: (650) 363-8277 DATE: 05/08/00 NO. REVISION DATE SCALE: AS SHOWN AS BUILTS KL 12/01 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 SHEET NO: X1 CASE DRAWER 14 SET 44 AS BUILT FILE NAME: Norfolk_(1 PCP NAME: 4V_PSE—n.PCP N 3+00.00 N 2036087.12 E 6036883.97 RAND ST N ADA ST r-- I , - NtrJ N L I NE . A —- °r'°" - 7100 ----9+-00 - t 1 1 +00 13t00 1 15 00 17+00 10� +00 _ S 39' S0 50 E nort t L T ol s __� __ __ _ -1; -1r _, = =. --- -- ---T� - �_ _-'_ t x'_11111 1 1 1 L- rC� LP3 -- I�P� - --- �,� , N 15+00.00 NORFOLK ST N 2035165.81 E 6037652.87 1 LU 0 HOWE ST SU RVEY CONTROL POINTS m LLJ z NO. DESC. NORTHING EASTING ELEV. AA 60D/SHINER 2036044.96 6036919.14 106.08 BA LEAD-TAG+TAC 2035716.89 6037238.46 100.78 Ca. CHISEL TIC IN CONCRETE (MT -2) 2035675.66 6037178.87 - NO SCALE DWG NO: OF 1 NORFOLK STREET REHABILITATION/STREETSCAPE DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA liltMARK THOMAS II CO. INC. CONSULTING CIVIL ENGINEERS & MUNICIPAL PLANERS OFFICES IN SAN JOSE, CUPERTINO, FREIENf, REDWOOD CITY. SACRAMENTO, SALINAS AND WALNUT CREEK 503 SEAPORT COURT, SUITE 105 REDMCOD CITY, CA 94063 TELEPHONE: (650) 363-8277 DATE: 05/08/00 NO. REVISION DATE SCALE: AS SHOWN 0 AS BUILTS KL 12/01 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 KEY MAP SHEET NO: Kl CASE 1 DRAWER 14 SET 44 + AS BUILT FILE NAME: Norfolkj<1 PCP NAME: 4V_PSE—n.PCP UJ WDBILLS DONUTS I o f Y I rI I °r-- i I CURB DATA >- I o -J I I r' -- - _ NO. RADIUS DELTA/BEARING LENGTH TANGENT o 8 12.00 90° 05' 34" 18.87 12.02 L Q Q+ E 5.00 180° 00' 00" 15.71 L.( A-1 RADIATOR & I :2 LEVEE WALL OTHERS) (TYP) AIR-CONDITIONING INC. z (BY COAST GAS STATION e -I I 1- o ELECTROLIER (TYP) NORFOLK A3ARTMENTS (UNDER - Ij 0 o c.i b I CONSTRUCTION) R/W TREE WELL (TYP) °J n a C. ro `` 1 -8' SW (SEE LANDSCAPE PLANS \\ FOR LOCATIONS) -- !r- r -- -- - -- -- x X x X x X� ,___ �� N 7 • - v-� � 1 _ _ 1 L_ —� O �� + NOTE: CONTRACTOR REMOVED (E) MEDIAN T 4 2.0.0,-32.9-O'LT a) co ACCOMMODATE WORK. ISLAND WAS REINSTALLED — —+- BEGIN C&G & SW -+92:60 .. + + NORFOLK ST Q i- 0 0 O — — — — W/O GUTTER AND DOWLED INTO TOP OF PAVEMENT ( CONFORM TO EXIST 35.001T I + -__. N -- — — — — — FOR EASY REMOVAL IN FUTURE PROJECT. 103.0± �--% "T 'r +52.00 1+ 19'.'...,..-.. �fQ9 ±D0 4+00 5.00 LT 6+00 5+00 I- ---- 2 (NI I � I I N LINE a V i_ I I S39°50'50"E - --- i tt X w +52.00 to - - - - - - - lV--CONFORM jr +38.27 CR 5.00'RT TWIN -LAMP- - _ 1 38.40'RT +46.64 EC ELECTROLIER (TYP) O N 0 NORFOLK STREET BRIDGE NEW WHEEL RAMP INSTALLED CHAIR TC 101.75 35.00'RT TC 101.66 W w -- ° — — (/l 0 • SET BASE OF o o E 1= ELECTROLIER CO r;• R/W SW I I A ELE 68 + re) � `+ 0 o I _ -�� - _ - 4 (FUTTUREV SW102.ELE V) I CONFORM 0 BC ORNAMENTAL FENCE W I I w I I LLI +'34.64 > I PERSONAL WINTECH AUTO Z Q TC 0101..68 BUMPER STOP (TYP) Q AWARDS SERVICE J cn AVENUE LIQUOR STORE Z C ACE HARDWARE 0 I I I f Q Z I 0 53'±RT BC Pr) I I I I I o ( J i a o ¢ w ` -I Q W M ' EGIN C&G & SW ONFORM TO EXIST TC 101.7± SCALE: 1"=20' 114 SEE SHEET LP2 STA'6+60 114 110 rn 110 106 APPROX FLTURE PROFILE OG G ADE rtVCS: 5+ o 0 106 - 102 PROFILE GRADE r 102 _ -- --a_ 98 I 1 98 -0.44% 94 T EXISTING BRIDGE SOFFIT SCALE: 1"=20' 1"= 4' ORIZ VERT 94 STATION 1+00 2+00 3+00 4+00 5+00 6+00 DWG NO: OF MARK THOMAS & CO. INC. MUNICI REDMOOD CITY, CONSULTING CIVILE ENGINEERS t MUNICIPAL REDWOOD OFFICES TN SAN JOSE, ENGINCUPEREERS SACRNENTO, SAUNAS AND WALNUT CREEK 503 SEAPORT COURT, 9406305 CASUITE TELREE TELEPHONE: (650) 363-8277 N0. REVISION DATE SCALE: AS SHOWN SHEET TITLE: NORFOLK STREET ROADWAY LAYOUT & PROFILE SHEET NO: I_I_1 ��i c.D.D TINT © AS BUILTS KL 12/01 NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34" NORFOLK STREET REHABILITATION/STREETSCAPE No 51415 D ARll�r�EN OF PUBLIC WOR CIT OF SA irJt>•lBO SAN�� ♦ �T+�n CALIFORNIA `7t N MA'FEV� ��xP C8//30/02,\� DESIGNED K. ADAM B. LEVEEN CASE 1 DRAWER 1 4 SET 44 lF OF CAL DRAWN BY: K. ADAM DATE: 05/08/00 CHECKED BY: B. LEVEEN AS BUILT FILE NAME: Norfolk_.LP1 PCP NAME: 4V_.PSE-n.PCP CURB DATA I - ten J SEE SHEET 8' SW L R/W +59.22 EC 47.00'LT TC 100.92 O 0 rn + BUS SHELTER + 1+47.2 7+00 -+47:00 IC 5, 0101 5.00'LT +47.00 -5.00'RT BC 11 LLJ Q LLJ LLJ 0 (I) �CINFORM - +05.04 CR 40.89'LT +55.71 CR 38.51'LT TC 101.02 8+00 +50.78 BC +12.31 EC +45.78, 35.00'RT /35.00'RT 35.00'RT TC 100.79 ! TC 100.81 TC 100.78 3 4 +9 CO TC • • `15'±LT BC _ IN C&G, ANLb SW (FORM TO EXIST 100.7± e4>- '3: ooiIo oi r� l N 35.00'LT TC 100.60 +17.00- 00'LT +17.00 -- 5 0O'R T --- +17.31, 35.00'RT TC 100.76 1/4 PT, TC 100.20 -R/W --+60:0 0 +4 .00, 35.00'LT TC 100.93 9 00 1l) NORFOLK ST ELECTROLIER (TYP) 0' o t N +i NO. RADIUS DELTA/BEARING LENGTH TANGENT 1Q 12.00 90'00'00" 18.85 12.00 Q 20.00 90'15'46" 31.51 20.09 ® 12.00 90'00'00" 18.85 12.00 ® 12.00 90'00'00" 18.85 12.00 Q5 12.00 90'04'57" 18.87 12.02 © 12.00 88'07'34" 18.46 11.61 ® 5.00 180'00'00" 15.71 - ® 5.00 iso•oo'oon 15.71 - ® 5.00 180'00'00" 15.71 - +412 =6' SW -n +15.23 PI 35.00 LT 10+00 40'-TRANSFTFOW FROM 8' SW TO 6' SW +42.00- 5 0 R +46.85 BC, 35.00' RT TC 100.15 +41.00, 35.00'RT -TC- 400.12 +42.00 5.00'LT .r-, • BC TC 100.81 106 102 98 94 c 0 8' W LR/W IRN MEINTAL FENCE 6' 5' 5' c 1 4 P TC 100.88 1 2 P TC 101.04 3/4 PT TC 101.27 DETAL A SCALE: 1"=10' TC 101.50 TC 101.72 TC 101.87 TC 101.96 • F TC 102.0± +62.78 E 47 00'RT +63±, 64'±RT kSEE DETAIL "A" END C8cG SEE DETAIL"B"� CONFORMrTO TC CONFORM! c o 0.3 B 47.00'RT +00± 62'±RT BEGIN C&G CONFORM TO TC TC 101.9± BUS SHELTER SHOREVIEW SHOPPING CENTER +99± 55'±LT BC FL 103.2± -0 PVI STA = 8+20 VI ELEV = 100.09 FLO 10.00' VC (CRA 30% BVCS: 8+15 BVCE: 00.10 0 EVCS 8+25 EVCE: 100.12 WFLINE +75, 35'LT FL 100.43 2% FLOW LINE PROFILE SHOi2EVIEW CURB REURNTO STA 8+75 LT PVI STA PVI ELEV Ft 50.00 r 0 7+80 100.97 VC ad PROFILE GRADE BVCS: 7+55 BVCE: 101.08 EVCS: 8+05 EVCE: 101.C5 0.30% PVI STA = 9+00 PVI ELEV = 101.33 Et 50.00' VC 1,1_ 8 S -R W BUMPER STOP (TYP) ORNAMENTAL FENCE c 3 4 P TC 100.85 1 2 P TC 101.01 1 4 P TC 101.24 TC 101.47 • TC 101.69 ■ • TC 101.84 •► •Cu TC 101.9± APPROX OG -0.63% BVCS: 8+75 EVCS: 9+25 BVCE: 101.26 EVCE: 101.17 REE WE L (-HP) SEE LA DSCAPEI +58. PLANS OR 47.0 LOCATIONS) TC 1 +59±, 50'±RT END C&G AND S CONFORM TO EXIST TC 100.4 5 0 EC TC 100.78 6' 5' DETAL B SCALE: 1 "=10' 2 11+00 N 'o M N N N LINE 12+00 3/4 PT, TC 100.10 +98.07 CR. 35.57'RT TC 100.18 +55.15 CR, 38.33' RT TC 100.27 3 4 P TC 100.34 0.5' DEEP LIFTAPP-IX. 800SF FULL MOTH 0.205 F -•OM NORFOLK ST TO PATRICIA AVE 1/4 P TC,I00.27 CONFORM LJJ Q I +06.26 EC, 31.90'RT TC 100.05 +10.00, 31.76'RT TC 100.03---_----- +13.3 S39'50'50E PATRICIA AVE +94.71 BC 43.95'RT TC 100.33 s +95±, 47'±RT BC BEGIN C&G AND SW CONFORM TO EXIST TC 100.4± 6SW -R/W N SEE SHEET LP3 SCALE: 1"=20' BVCS: 13+55 BVCE: 100.36 BEGIN LEFT J► PVI STA = 10+8C BEG N RIGHT +10 PVI Fl FV = 99 40 50.00' VC 0.43/ PVI STA = 11+50 PVI ELEV = 99.70 50.00' VC APPROX -1. 7 10+ 3VCE: 99.55 EVCS: 11+05 EVCE: 99.51 CFLO GRA L4FT & RI PVI STA = 10+80 PVI ELEV = 100.2 aasKilioa N LINE PROFILE SCALE: 1"=20' HORIZ 1"=4' VERT EVCS: 11+0 -EVCE: fi BVCS BVCE • BVCE: $T 11+25 BVCE: 99.59 W LINE EVCS: 11+75 BVCS: 12+00 DE EVCE: 99.43 EVCE: 99.17 GHT FLOW LINE PROFILE PVI STA = 1 PVI ELEV = 1 00' VC : 11+25 : 100.33 N LINE PROFILE 1+50 00.40 -0 80% EVCS: 11+75 EVCE: -100.20 a 6°80 12-00 0 N N Q F - V) N) I- Lii LLI -tn LJ LU V) 102 98 94 106 102 98 94 STATION 7+00 8+00 9+00 10+00 11+00 DWG NO: OF NORFOLK STREET REHABILITATION/STREETSCAPE DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA 1 MARK THOMAS & CO. INC. °'A� CONSULTING CIVIL ENGINEERS & MUNICIPAL PLANNERS OFFICES IN SAN JOSE, OS ERTINO, FRETRNT, REEMOOD CITY, SACRMENTO, SALINAS AM) NALMH CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94063 TELEPHONE: (650) 363-8277 W CC J Abi ANTINI No 51415 Exp06/30/02 CIVIL OF CAL��at DATE: 05/08/00 NO. REVISION DATE SCALE: AS SHOWN AS BOLTS KL 12/01 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: LP2 CASE 1 DRAWER 14 SET 44 + AS BUILT FILE NAME: Norfolk_LP2 PCP NAME: 4VJSE-n.PCP O N N Q N J can - w w w w 6Y` SW GP o I >- o�� 610 N co r'r + W 0 +29.97 PI 13+CO NORFOLK ST 30.33 al 23.50'RT 1 r — I -R/W to L_ C 9. WELL (TYFP LANDSCAPE NS ,FOR DEl (17C LIER vs ./� lb • 0�1 1 1N 14+00 0,48/ 0.44% ( 0 0 `9 5 : 9 Sk qD r �. __I_Q CONSTRUCT , h�1 0.7O'AC/O,5O 4,,& I L �1- (YD' > es cZ o '1 ` 0 IP" 109 2 15+00 tk N LINE S39'50'50"E 16+00 NORFOLK ST 17+00 18+00 SCALE: 1"=20' 102 98 0 PVI STA = 12+2. PVI ELEV = 38.90 50.60' Vt LOW LI E GRADE VI STA 13+00 1 50.0" VC APPROX OG -0.29 0 40% f/ 98 94 106 N 0 EVCS: 12+ 0 BVCS: 12+75 EVCE: 99.0 BVCE 99.10 EVCS: 13+2 EVC=: 99.13 LEFT & RICH' FLOW UNE PROFILE 102 w N 98 94 STATION PVI STA = 12+2 PVI ELEV = 99.83 50.00' VC I 0. 0% FVCS: 12+50 EVCE: 99.50 'ROFILE 3RADE 'VI STA = 13+00 'VI ELEV = 99.80 50.00' Vu LI EVCS 13+2 EVCEt 99.7 BVCS: 1+75 �,[�ST413 BVCE: 99 80 N LINE PROFILE: 13+00 =0.22 - O. 4 8 0% STA.. /3 'JB_ 99:90" 14+00 G;;8: STA /4f 99.74 _CONFv^RAI @- STA./4 t GO = /00,33 - SCALE: 1"r-20' HORIZ VERT 15+00 16+00 17+00 94 106 102 98 94 NORFOLK STREET RE ILTAT _ON/SThE TSCAPE DEPARTMENT OF ` PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALL O1RNIA MARK THOMAS & CO. INC. CONSULTING CIVIL ENGINEERS & MUNICIPAL PLANNERS OFFICES IN SAN JOSE, CUPERTINO, FRE DNT, ..- .:-o CITY, SACRAENTo, SALINAS AD WALNUT CREEK 503 SEAPORT COURT, SUITE 105 RED O CITY, CA 94063 TELEPHONE: (650) 363-8277 EESSIo J. TANTTINI� No 51415 Exp DATE: 06/30/02 b CIVIL OF COD 05/08/Cf) NO. REVISION DATE SCALE: AS SHOWN A REV/550 PROF/GC R OAlfOPM 8-18-00 AS BUILTS KL 12/01 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: NO'' ELK STREET ROA WAY LAYOUT & PROFILE DWG NO: 7 OF 4z SHEET NO: DRAWER CASE 1 14 SET 44 e. NW AS BUILT FILE NAAIE: Norfolk_1P3 PCP NAME: 4V_PSE—n.PCP R WELL (TYP of 4 -IJ1,r 5 S P LANDSCAFIE NS FOR D I ) O I I S rn I : L C#TROLIER (T ) N N I- 6 SW 11111111111111111" \ --.____� k--R� � �` � �� iriwil‘�� a(� � ■ EE SHEET LP2 ST) auu. ' Oo +29.97 PI n' +40± 24±'LT + -----23.7 4 END C&G AND SW 8'LT - 13+00 + CONFORM TC 99.6± TO EXIST 14+00 15+00 N LINE 16+00 17+00 18+00 In +40±, 24±'RT S39'50'50"E NORFOLK ST ___+30._D3 g -4— END C&G AND SW CONFORM NORFOLK ST + 23.50'RT + CONFORM TC 99.6± TO EXIST �__ IIIIlp —_ ■ 4, 1.1 Er A _J x - 6' t ei i} Li a Opt r--- > co co 0 N —R/W :;R Q r I Q F-- 0 L 1 Q -J C) — SCALE: 1"=20' 102 o PVI STA PVI ELEV = 12+2• = 98.9 FLOW LIKE PVI STA GRADE = 13+00 102 98 5TA 12+2 k_ LEV 50.00' - 99.2fl VC H APPROX OG 98 — — �0.29ro — - - 0 - I 40% 94 N -J EVCS: EVCE: 12+'0 99.0° LEF BVCS BVCE & RIGH 12+75 99.10 FLOW L EVCS: EVCE: NE PROFILE 13+25 99.13 94 106 102 E SHEET PVI STA PVI ELEV 50.00' = 12+2. = VC 99.8• PROFILE PVI STA PVI ELEV GRADE = 13+00 = 99.80 I PVI P STA = ELEV = 30.00' 13+55 99.68 CI ;'VI STA VI ELEV 30.00' = 13+95 = 100.36 VC 8%_ 106 102 - .... —0. 98 -Ca J / 50.0 VC —• w _ _0.22' _ CON —1.70' - ORM © 98 . 0. .�� 0% ,.. ,, 94 E CE: 99.:0 BVCS: 1 •+75 �F=�•�� VCS 14+' '\ SCALE: 1"=20' 1"= 4' . 1-IORIZ VERT 94 EVCE PROFILE 99.75 VCS:: 13+40 LEV = 100.3f EVCE: B 99.94 CS: 13+:0 EVCS: 100 .34 BVCE: 9':.80 N LINE B CE: 100 11 : VCE: 99.72 STATION 13+00 14+00 15+00 16+00 17+00 DWG N0: OF 42 MARK THOMAS & CO. INC" CONSULTING CIVIL ENGINEERS & MUNICIPAL PLANNERS IN SAN JOSE, CUPERTINO, FREIDIIT, REDNOOD CITY, SACRAIENTO. SAUNAS AND WALNUT CREEK 503 SEAPORT COURT, SUITE 105 94063 TELEPHONE: (650)A363-8277 NO. REVISION DATE SCALE: AS SHOWN SHEET TITLE : NORFOLK STREET ROADWAY LA ' E LP3 J. uso4k le TANTINI IS REDUCEDHIS ANDDRAWINOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34" . NORFOLK STREET REHABILITATION/STREE�APE OFFICES No 51415 xP i 7 T �A r�.�� ♦D PUBLIC DEPARTMENT OF PUBLIC WORKS, C1TY OF SAN MATEO MA E,O, ORNIA SAN �4 '..F�.EpO^ CALIFORNIA j), C6/�30/02\P 'TF OF CA�� DESIGNED BY: K. ADAM, B. LEVEEN _ D tlt]p D �� D � D � CASE 1 DRAWER 1 4 SET 44 aY: K. ADAM DATE: 05/08/00 CHECN CHECKED BY: B. LEVEEN AS BUILT FILE NAME: NorfolkJ..P3 PCP NAME: 4VJ'SE—n.PCP + H I WILD BILL'S DONUTS I v I l I , I -+ t o o O ( I r —_._J 1 I WALL L A-1 RADIATOR & I it L E Y OTHERS) (TYP) j 2 AIR-CONDITIONING INC. I Elix GA+SAST T 0�y ELECTROLIER (TYP) (SEE LANDSCAPE & 'L'XTEN ED - w 0 LIMITS FORM 2 SIDEWALK SCORING (TYP) C4 3 ELECTRICAL PLANS) Q w ~ GRI D EXISTING• AC �w1- C2 SEE DETAIL CSM 3-1-162 Q 0.1'' MIN AND OVERLAY NORFOLK APA-RTVIENTS f Z s WITI W AC 0 I 9 • TREE GRA E OPENING (TYP) (UNDER CONSTRUCTION) I 1 z �`� ' �• _ cn = OOi��♦♦.�� .�'♦Q3♦�0+ Cl (SEE LAN SCAPE PLANS) O+♦+♦+�♦i♦ �yi♦i♦i`pn w NI MEDIAN ISLAND REPL CEMENT , . �'� 0 , .D *1�� 9Ia►I om ® ® + - _- 2 —IN41-1S_LOCATE) INSTALLED _.t +� _ '� �� i♦ co --_-_-- W/O GUTTER AND DO LED INTO FOR 4' BEYOND ';'• ► 1 TYPE A C&G 1 TOP PAVEMENT C-ONFORM THEN D IVEWAY -OF - ►� C2 AND SW (TYP) C1 0 0 o NORFOLK STREET BRIDGE OVERLAY PAVEMENT WITH FINAIi+' LIFT- (TYP ALL �• O LANDSCAPED MEDIAN NORFOLK ST i w - 1+ QO STREET CONFORMS) • ♦� '�� (SEE LANDSCAPE PLANS) 5+00 6+00 _3+00 ------ ---~ -4+00 N LINE N _ 3 MEDIAN NOSE GRIN EXISTING AC REMOVE PCC ISLA PAVING 1 - MIN_ AND OVERLAY C2 PAVING 4 w -0.15' AND REPLACE,-ASY+ PE C8cG W WITH NEW AC TO NECESSARY TO IN$.TiaLL �i 1 MEDIAN -Cl -"B3".._ N CONFORM TO RECONSTRUCTED EXISTING BW NEW IRRIGATION SYY (SEE LANDSCAPE �T TEM yANS) ♦ �� TYPE C C3 PLANTER WALL TYPE "A" C&G AND SW Lai w -- ATiFY .� RAMP % - _- - - __-- -- ------- r CSM 3-1-157 // CONFORMS / �1 ( TYP) rs' -r,,, -' "" a `� EXTENDED \ t? -"�" • I >- REMOVE PCC SIDE L , CURB r w & GUTTER AND REPLACE IN / I\ A Q KIND TO SAME LINES AND -R�W LL1 0 I GRADES, AS NECESSARY TO LLI 2 ORNAMENTAL FENCE 0 I • INSTAL_ NEW STORM DRAIN PIPE I > f PLANS) Q C3 (SEE LANDSCAPE PERSONAL WINTECH AUTO ELECTRIC & IRRIGA L S�RVICE ON 1 (SEE CRAINAGE, PLANS 2 0 1 CC I AWARDS SERVICE CONTROL ER C BINETS z a ACE HARDWARE IN (SEE ELE TRIO L & AVENUE LIQUOR STORE Oo f ( LANDSCA E PL NS) I w w 1 INSTALL I Q f 1 I BUMPER TOP (TYP) a C4 BOLLARDS I W C3 { I y I I + 0 RECONSTRUCT ALLEY CO ` "=20' j (SEE SHEET C4) SCALE: 1 — 114 0 co co 114 110 a 1- v) 110 106 APPROX FL PROFILE OG TU R E GRADEI N I- ;`;Ais 106 102 — — — — — — — - PROFILE GRADE SEE SH 102 I I 98 EXISTING BRIDGE 1 I I _ 98 - 94 T V SCALE: I 1"=20' hORIZ 1"=4' I VERT 94 STATION 1+00 2+00 3+00 4+00 5+00 6+00 DWG NO: C OF % , > <_ so MASH THOMAS & CO. INC. 1LN SA OIL ENGINEERS 3 REMONT.MUNICIPALR PLANNERS OFFICES IN SAN JOSE. aiPERnNo. FRE110NT. REDWOOD CITY. SACRA ENTO. SAUNAS AND T CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94063 TELEPHONE: (650) 363-8277 NO. REVISION DATE SCALE: AS SHOWN SHEET TITLE : NORFOLK STREET IMPROVEMENTS PLAN SHEET NO: IM! 6.90, 41‘ %4INI\ © BUILTS KL 12/01 REDU: DHIN DNOWITO IS REDUCED AND NOT TO SCALE I F SHEET SIZE I S SMALLER THAN 22" x 34" . NORFOLK STREET AS REHABILITATION/STREETSCAPE No 51415 * � xP 06/30/02 * CIVIL P �l A D �7 PUBLIC Dv r A ' `A �.p/� DEPARTMENT OF rVJDL1C WORKS, Cll i OF SAN 1�Jl1.1TJ1�r DESIGNED BY: K. ADAM, B. LEVEEN CASE 1 DRAWER 1 4 SET 4 4 OF WO DRAwN BY: K. ADAM cr A7sT ♦ ►r�� CALIFORNIA Stu, MA EOM DATE: 05/08/00 CHECKED BY: B. LEVEEN AS BUILT FILE NAME: NorfolkJM1 PCP NAME: 4V_PSE—n.PCP + L ` ^' I GRIND EXISTING AC 0.15' MIN AND OVERLAY c WITH NEW AC TO CONFORM WITH NEW BACK 7 „ „ TYPE 1 SIDEWALK & Q I < SHOREVIEW AND SIDEWALK AVENUE WIDENING RECONSTRUCTION x OF DRIVEWAY ELEVATIONS (10' MIN) C1 DRIVEWAY REINFORCEMENT LLJ . (SEE SHEET C5) 92' } ' I ' 8 T PE "2" SIDEWALK r0 R INFORCEMENT �; _- ,„ 0 O' RECONSTRUCT PORTION ► I ©CONFORM "3" 1 DRIVEWAY C6 PARKING LOT BUS SHELTER ( x (SEE LANDSCAPE PLANS) CdNFORM � REItJ1QVE BOLLARD C6 SEE DETAIL C2 (TYP) �11''�•1.1�1-111111.11 • •1"♦• - • ♦i1•11�1♦ 1-1• 11111 1111111111411 S 111j�1�111�1�tt� ►�� .1i!♦1111�1•1�1111•1 - -- 11 �• 1-11 ♦ • •11111♦ x - ��119♦11111111111111111111♦1111111�g1.1�1.1.�11�111•1111�1111111111♦111? 11111111111111111111111111�1 11111111111 - R W / . \ � ♦1111 iiii�1�11.11iiii%1i1i1i1i1� 11111111111111111111 ,11111�1�1�11111111�1�1�11111111111111 .. •_ i1A11111►11i 1 ♦ R /W ��i�ili�ililii1i1i1��s!i•%♦��1�1�!�iilili�iii1i1i1%%%��1%%%��%1��►�� .�11�y�11111�1�1�1��i��1�1�1�►��1� �1�1y��1�1��11�a11.1.1��11�1�111111��1��.��1.1.1.�11�1�>�11111. - . 19111 11 ...1.1.-♦A.1.�.1 a.� a 1.1.1...Ar •s.. w.♦AA.1.1i_.�9�1�...♦AA.1�11111J111�14 - - - - - -�11111►ii 11111111111111111111114 ��>1111��111111� S v ♦ �` • • x ....____Y .. _. . �� —a �� 1 \ % i�i1♦1i--1 411 . 11 STA 6+6( STA 12+20 - ` - �� - - - - - 1 . \\\: CSM 3-1-157 TE A>, C&G ELECTROLIER TYP(TYP) C1 AND SW (TYP) 1 MEDIAN PLANTER () E "A"_C&G 2 C3 WALL 4 (SEE LANDSCAPE & _ __ -05 PCC BJS AD 3 ELECTRICAL PLANS) NORFOLK ST MEDIAN --NOSE - - - _ - C3 AND SW 7+QD C2 PAVING (TYP) 9 00 10+00 CSM 3-1-162 8+00 11+00 12+00 - -- --- -------- ------- ---- -- -------- N LINE I I I I I T SEE SHEET SEE SHEET 1 4 d C TYPE "B3" V 4 TYPE 9 TREE GRATE OPENING (TYP) -- - -50' -(--TYP-)- --- --„B3" " ®(SEE LANDSCAPE PLANS) C&G C1 C&G Cl C&G " 2 ORNAMENTAL FENCE ANPDE "A" SVA,� TYPE AND C&G SW TYPE " RAMPS_ B (MOD) , BUS SHELTER (SEE LANDSCAPE PLANS) TYPE C&G AND SW C3 FOOTING TYPE „C„ ------ ---- -- --- ---- ------�----- - - --I------------------- - ---- __ -....�-.-- CSM 3 1 157 RAMPS - _ �..� ■'� v • '3. :100 - _ .-..♦*. C3 0 0 #. *3� �: r> �ail�iris r --'° zD .._• 1 rwt>� �s�� >��i>w��+�• ,1i� ►11:: _ \CONFORM 11111 it -, e = o e o 0 0 0-- - o - = o = = = = m - - 0 0 = — o .• V -R/W 80' -R W p 0 Cy ►♦_1:i:�:1.1:1:1.1.1.1•� I CONFORM R/W I I ' "1" ' 0 NA ENTAL EN E 2 10 a I I • •11 �•i11��11+yii TYPE SIDEWALK (-YP) dD ID 1 W ORNAMENTAL FENCE CONFORM Cl REINFORCEMENT (SEE LANDSCAPE SHOREVIEW SHOPPING CENTER PLANS) 3 C3 BUMPER STOP 0 0 > Q > SAWCUT EXISTING CONCRETE AT FIRST SCORE LINE (2'±) BEYOND BW, REMOVE AND REPLACE WITH 4" PCC OVER 4" AB (CL2) CONFORMING TO (TYP) I 0 o / /, C3 CD CC I GRADE OF NEW BW. SET NEW SCORE LINES TO MATCH REMAININGr PAVEMENT C CI ic) c`ti r 0 YONDO BEYOND. SCALE: 1"=20' 102 - s FLOW 102 98 o I LINC GRADE APPROX OG A 12+20 98 94 FLOW LINE PROFILE F N M 94 106 102 PROFILE GRADE -T I-- APPROX OG Lu 106 102 98 SHEET SHEET I A 6+60 �- -- — w w N 98 /� ------ -- --- ------ 94 wN N SCALE: 1"=20' 1"= HORIZ 4' VERT N LINE PROFILE 12-00 94 STATION 7+00 8+00 9+00 10+00 11+00 DWG NO: 2 OF MASS THOMAS & CO. INC CIVIL ENGINEERS & 1EID4T.AL AMOOD OFFICES IN SAN JOSE. RT CO NO.RT FROM, REDMO� CITY, SACRAMENTO, SALINAS AM) WALNUT CREEK 503REDWOOD SEAPORT COURT, SUITE 105 TELEPHONE:(650)363-8277 NO. REVISION DATE SCALE: AS SHOWN SHEET TITLE: NORFOLK STREET PLAN SHEET NO: IM2 ESSfO,v4 • NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE I F SHEET SIZE I S SMALLER THAN 22" x 34".IMPROVEMENTS NORFOLK STREET REHABILITATION/STREETSCAPE CONSULTINGN No 51415 * xp 06/30/02\ Et: CIVIL •P DESIGNED BY: K. ADAM, B. LEVEEN CASE 1 DRAWER 1 4 SET 4 4 v /�►�+� ' `A �.p/� �D ♦ D PUBLIC DEPARTMENT OF PUBLIC WORKS, t it i OF SANlYJA1EO ��♦fin CALIFORNIA RAWN SAN MAT�, CAI- OF CA�� BY: K. ADAM DATE: 05/08/00 CHECKED BY: B. LEVEEN AS BUILT FILE NAME : NorfolkJM2 PCP NAME: 4VJ'SE—n.PCP + 1 SAWCUT EXISTING CONCRETE AT I E R/W LINE, REMOVE AND REPLACE WITH 6" PCC OVER 4" COMPACTED AB (CL2) CONFORMING TO GRADE OF NEW BACK OF WALK I RE •VE REP. £ _-! a'CC SIDEWALK, CURB & GUTTER AND IN KIND TO SAME LINES AND GRADES, x i AS NECSSARY (SEE D TO INSTALL NEW STORM DRAIN PIPE AINAGE PLANS) 1 DRIVEWAY I —RW C2 (TYP) I K.,„:_.- -J �i.1.�♦ rre � I EE SHEET LP2 STA 12+20 - _ \ "A' RSA P INSTALLED TYPE C&G 1 0111111�r --Aid -- OS}; TREE GRA E OPENING (TYP) 9 ► y� 4 (TYP) �• (S SC PE PLANS) Cl *1 'O� A 3+10 14+10 ;% �% 15+00 N LINE 16+00 17+00 18+00 2 NEW WHEEL CHAIR RAMP INSTALLED TO ACCOMMODATE NEW CONFIGURATIO ELE TROLIER (TYP "A" OF INLET AND CURBLINE / 4 NORFOLK ST TYPE C (SE LANDSCAPE ►;i CONFORM YP) _ SIDEWAL — EL CTRICAL PLA S) C3 4 1( '=— CS 3-1-162 .,w_ — ter �14 --_t A TX J DRIVEWAY —R/W Q Q I— 0 r, y . ( -----� a f 0 --- I n ,1c L-LA�'�./� SCALE: 1'1=20' 102 0 102 TA 12+2 FLOW LINE GRADE r_ APPROX OG 98 98 94 V, N 1 FLOW LINE PROFILE 94 106 102 E SHEET PROFILE GRADE APPROX OG 106 102 U) / 98 98 94 N LINE PROFILE SCALE: 1"=20' 1"=4' HORIZ VERT 94 STATION 13+00 14+00 15+00 16+00 17+00 DWG NO: OF -71 NO. REVISION DATE SCALE: AS SHOWN SHEET TITLE: SHEET NO: NORFOLK STREET 4 TINI\ AS BUILTS KL 12/01 NOTE : NG IS MARK THOMAS & CO. INC. REDUCEDHANDDNOT11TO NORFOLK STREETCONSULTING IM3 REHABILITATION/STREETSCAPE irein CIVIE ENGINEERS t MUNICIPALR PLANNERS 51415 DFFICES IN SAN JOSE, CUPERTIND, FRE110NT, REDNDDD CITY, No SCALE I F SHEET SIZE I S SMALLER THAN 22" x 34" SACRAMENTO, SAL INAS AND WALNUT CREEK 06/30/02 * . 503 SEAPORT COURT, SUITE 105 \Exp\. \ C1VIL IMPROVEMENTS PLAN REDYMDO° CITY, CA 94063 ��P oES I GNED BY p ' `. r��/� 'r F K ADAM, B. LEVEEN CASE DRAWER SET PUBLIC CITY SAN DEPARTMENT OF WORKS, OF �.Yil\ Mt1►1JGJ TELEPHONE: (650) 363-8277 OF C* DRAWN BY: K. ADAM ♦�T ��♦♦T�pO� 1 1 4 44 1rJIhirJ�J� tyd"fJt. CALIFORNIA ECKED DATE: 05/08/00 BY: B. LEVEEN AS BUILT FFILENAMEEZ;SE-n3PCP + OG S FG BW 6'-0" AND 8'— I A 4" PCC 4" AB(CL2) SUBGRADE COMPACTED TO 90% 7" ), FACE OF CURB (LOL) NOTE: SIDEWALK, CURB AND GUTTER TO BE POURED MONOLITHIC. TYPE "A" (1 CURB & GUTTER AND SIDEWALK NO SCALE R=1/2" 2'-0„ GENERAL NOTES FOR ALL DETAILS THIS PAGE: 1. CONSTRUCT 1/2" EXPANSION JOINT FILLED WITH ASPHALT IMPREGNATED EXPANSION JOINT FILLER MATERIAL EVERY 50' AND AT BEGINNING AND END OF CURB RETURNS (SEE DETAIL). SET 1/8" X 1-1/2" DEEP GROOVE FOR WEAKENED PLANE JOINT EVERY 10'. 2. ALL BAR REINFORCING SHALL BE EPDXY —COATED. 6" 8" 24" R=48" SLOPE 1" PER 12" PROFILE GRADE SLOPE 1" PER 12" PCC r AB(CL2 ®VALLEY GUTTER NO SCALE EDGE OF GUTTER SAME ELEVATION AS PROFILE GRADE AB(CL2) 12" (FCC FACE OF CURB (LOL) PLANTER WALL BATTER 1" PER 12" TOP OF CURB GRADE [ (TC) 1 4" 6" 8" PCC 12" AB(CL2) TYPE "B1" 2l) CURB & GUTTER NO SCALE EXPANSION JOINT FILLER 12" al #5 SMOOTH DOWEL ® 12" OC ® MIDPOINT OF PCC THICKNESS „ WRAP ONE SIDE WITH ONE LAYER OF BUILDING PAPER EXPANSION JOINT DETAIL NO SCALE BW FACE OF CURB (LOL) 6'-0" AND 8' — 2" CLR 1-1/2" CLR #4 CONT, EVENLY SPACE 0.C. (3 FOR 6' SW, 4 FOR 8' SW) OG 5 CONT. 2" 6"H (3) (NOT USED) R=1/2" BOTH SIDES BATTER 1" PER 12" VARIES 4"-6" FG 8' SW: 4 EVENLY SPACED 6' SW: 3 EVENLY SPACED TYPE "C" CURB #4 ® 24" 0.0 NO SCALE 3—#4 CONT. ® MID LEVEL NOTES: 1 REFER TO TYPE "A" C&G AND SW DETAIL FOR SUBGRADE CONSTRUCTION AND OTHER DETAILS NOT SHOWN. 2 CONTINUE REINFORCING THROUGH DRIVEWAY SECTIONS +TYPE "1" SIDEWALK & DRIVEWAY REINFORCEMENT J NO SCALE PCC R=1/2"--- 2" MIN & VARIES FG/OG 8" MIN. 2 EVENLY SPACED 1 — #5 CENTERED IN CURB BW 8" PAVER (SEE LANDSCAPE PLANS) NOTE: FOR DETAILS NOT SHOWN, SEE TYPE "B1" CURB AND GUTTER. 2 TYPE "B3" CURB & GUTTER NO SCALE 20'-0" CENTERED ON TREE 2 VI' l I L ..,1 LI. I ,..., r lc #4 (TYP) 6" BW —N r 1 7 4, ... L;;2",J„J C & G 7 — #4 ® 24" O.C. NOTE: REINFORCING MAT ® MID LEVEL OF SIDEWALK PCC. ®SIDEWALK REINFORCEMENT AT TREE GRATES �� NO SCALE BATTER 2" PER 12" #4 CONT. #4 CONT, EVENLY SPACED O.C. 4 FOR 6' SW, 5 FOR 8' SW) #4 ® 24" 0.C. 2—#4 CONT. ® MID LEVEL NOTES: 1. REFER TO TYPE "A" C&G AND SW DETAIL OR TYPE "1" SIDEWALK & DRIVEWAY REINFORCEMENT DETAIL FOR SUBGRADE CONSTRUCTION AND OTHER DETAILS NOT SHOWN. 2. TYPE "2" SIDEWALK REINFORCEMENT DETAIL DISCONTINUOUS ACROSS DRIVEWAY WIDTHS. (€1) TYPE "2" SIDEWALK REINFORCEMENT NO SCALE DWG NO. / / of 42 NORFOLK STREET REHABILITATION/STREETSCAPE 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, FRENONT, REDMOOD CITY, SACRMENTO. SALINAS AM) WALNUT CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94063 TELEPHONE: (650) 363-8277 DATE: 05/08/00 NO. REVISION DATE SCALE: AS SHOWN Q2 AS BUILTS KL 12/01 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: CHECKED BY: H. TRUONG B. LEVEEN SHEET TITLE: NORFOLK STREET CONSTRUCT' EPIEMID DATE. to/2I/Ov SEE UPDATED PLAN SHEET NO: Cl CASE DRAWER SET 1 1 4 44 BU I L T PCPENAME: 4V_PSE n. PCP OG FG BW 6'- 4" PCC 4" AB(CL2) AND 8' - Li SUBGRADE COMPACTED TO 90% „ FACE OF CURB (LOL) R=1/2" 2'-0" BATTER 1" PER 12" 7" NOTE: SIDEWALK, CURB AND GUTTER TO BE POURED MONOLITHIC. TYPE "A" 0 CURB & GUTTER AND SIDEWALK NO SCALE 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 "Bl", "B3" & "C" CURBS AND VALLEY GUTTER - EVERY 50' AND AT BEGINNING AND END OF CURB RETURNS. 2. SET 1/4" X 1/2" DEEP GROOVE FOR WEAKENED PLANE JOINT EVERY 10' (SEE DETAIL ON SHEET NO. C2). 3. ALL OAR REINFORCING SHALL DE L OXY COATED. 24" mu( low R=48" SLOPE 1" PER 12" -PROFILE GRADE SLOPE 1" PER 12" 6" PCC 8" AB(CL2) U r VALLEY GUTTER NO SCALE EDGE OF GUTTER SAME ELEVATION AS PROFILE GRADE Pm- TOP OF CURB GRADE f(TC) 4" 6" 8" PCC AB(CL2) 12" )t1 /2 12" AB(CL2) EXPANSION JOINT FILLER 12" #5 SMOOTH DOWEL ® 12" OC ® MIDPOINT OF PCC THICKNESS FACE OF CURB (LOL) BATTER 1" PER 12" 1'-6" TYPE "B1" CURB & GUTTER WRAP ONE SIDE WITH ONE LAYER OF BUILDING PAPER EXPANSION JOINT DETAIL NO SCALE \47 // //B, )( REBAR DELETED NOTES: 1. FACE OF CURB (LOL) NO SCALE OG L TYPE "C" CURB NO SCALE T. MID LEVEL REFER TO TYPE "A" C&G AND SW DETAIL FOR SUBGRADE CONSTRUCTION AND OTHER DETAILS NOT SHOWN. (7)_TYPE "1" SIDEWALK REINFORCEMENT NO SCALE (NOT USED) R=1/2" BOTH SIDES BATTER 1" PER 12" VARIES 4"-6" FG PCC REBAR DELETED R=1/2" 2" MIN & VARIES FG/OG 8" MIN. BW 8" PLANTER WALL 3" A 4" 1 L__ I AB(CL2) I L_ PAVER (SEE LANDSCAPE PLANS) PCC #4 9„ ® 24" O.0 :5" NOTE: FOR DETAILS NOT SHOWN, SEE TYPE "B1" CURB AND GUTTER. TYPE "B3" '� CURB & GUTTER �TJ NO SCALE SIDEWALK REINFORCEMENT AT TREE GRATES NO SCALE #4 ® 24" O.C. BATTER 2" PER 12" 2 - #4 CONT. 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: II OF 42 NORFOLK STREET REHABILITATION/STREETSCAPE 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: 05/08/00 NO. n REVISION DATE SCALE: AS SHOWN ELIMINATE SW REINF. 05/30/00 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 14 SET 44 AS BUILT FILE NAME: Norfoll_C1 PCP NAME: 4V_PSE—n.PCP V PCC AB(CL2)- 8.3% UNIFoRm_SLOPE SIDEWALK PCC THICKNESS (TYP) LIMITS OF /-- PAYMENT FOR DRIVEWAY F BW SIDEWALK BEYOND VAR --)11_ 6" PCC 6" AB(CL2) FACE OF CURB (LOL) 1" LIP SLOPE 1" rPER FOOT 6" Itr " SECTION B -B WEAKENED PLANE JOINTS (TYP) 6" 18" AB(CL2) VARIES* V 8.3% 6" (MIDPOINT) SECTION A- A B 6" UNIFORMM OPE SIDEWALK PCC THICKNESS (TYP) BACK OF WALK VARIES* 0' - 5' 8.3% SEE RAMP GROOVING DETAIL CSM 3-1-157 (TYP) 8.3% SIDEWALK J 5 B DRIVEWAY WIDTH 5 J *WIDTH 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 I CURB & GUTTER MEDIAN ��- LANDSCAPING (SEE LANDSCAPE PLANS) 8 1/4"X1/4" SCORE LINE -SOMBRERO BUFF INTEGRAL COLOR A MEDIAN NOSE PAVNG NO SCALE WPJ WPJ PCC MIXED AND POURED WITH INTEGRAL COLOR L.M. SCOFIELD CO. CHROMIX ADMIXTURE SOMBRERO BUFF C-25 #4 ® 24" 0.0 X12" 1" lu-u _ iu-u (TYP) BACK OF WALK ' 2'-6" 5'-0" SCORING (TYP) (TYP) 1 5'-0" 2'-6" (TYP) cc IL 2'-6" TREE GRATE t6» LIP f OF GUTTER FACE OF CURB 0 C I nr\A/A I 1/ 1/4" A „ PCC AB(CL2) SUBGRADE COMPACTED TO 90% SECTION A- A 4",3 ��iiar,Rn TYPE "B1" C&G PCC(NON-COLORED) WPJ 10'-0" WPJ 10'-0" (TYP) A 5'-0" 3'-0" (TYP) 2'-6" TREE GRATE rI A 6' 6„ r, f I f\r1A,A I I/ 1. SCORING PATTERN AND WEAKENED PLANE JOINT ALIGNED WITH ONE EDGE OF TREE GRATE OPENING AT TREE GRATES (TYP). 2. WEAKENED PLANE JOINTS (WPJ) ALIGNED WITH SCORING, EVERY OTHER SCORE BLOCK AS SHOWN IN DIAGRAM (TYP). C) SIDEWALK SCORING DETAIL NO SCALE 1/4" SCORING 1/4"x1/4" 1/4" 1-1/2" 1/4" `I 1-w-1/8" WEAKENED PLANE JOINT IN SIDEWALK SCORING 1/8"x1-1/2" DWG NO: / 2. OF 42. NORFOLK STREET REHABILITATION/STREETSCAPE 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, SACRAMENTO, SALINAS AM) WALNUT CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94063 TELEPHONE: (650) 363-8277 DATE: 05/08/00 NO. REVISION DATE SCALE: AS SHOWN AS BUILTS KL 12/01 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 CONSTRUCT" HATE ,6/71/00 SEF I1PnGTFf PLAN SHEET NO: C2 CASE 1 DRAWER 14 SET 44 SB U I LT PCPENAME 4V_PSE-n.PCP BW PCC AB(CL2)—� 8.3% UN��SLOPE SIDEWALK PCC THICKNESS (TYP) LIMITS OF (---- PAYMENT FOR DRIVEWAY VARIES * 0' - 5' SIDEWALK BEYOND VAR d 6" 6" PCC AB(CL2) 6 FACE OF CURB (LOL) SLOPE 1" 1" LIP r PER FOOT 6" SECTION B -B WEAKENED PLANE JOINTS (TYP) 6" 18" AB(CL2) 6" J (MIDPOINT) SECTION A -A B 6" 8.3% SIDEWALK PCC THICKNESS (TYP) rjAAN BACK OF WALK VARIES 0' - 5' 8.3% SEE RAMP GROOVING DETAIL CSM 3-1-157 (TYP) 8.3% E SIDEWALK J 5' Apo -B DRIVEWAY WIDTH 5' CURB & GUTTER J *WIDTH 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 -LIP OF Gt/TiER' / PACE OP COR.a� MEDIAN LANDSCAPING (SEE LANDSCAPE PLANS) 8 1/4"X1/4" SCORE LINE MEDIAN NOSE PAVNG NO SCALE EJ BACK OF WALK P, PCC MIXED AND POURED WITH INTEGRAL COLOR • D' AVIS SAN .CI IROM I X ADMIXTURE DIEGO BUFF SOMBRERO DUFF C 23 #4 ® 24" 0.0 2" 4"13 WPJ 10'-0" 1O' -O" 1O' -O" (TYP) (TYP) (TYP) A " ORING 2'-6" 5P-0" (TYP) (TYP) \ -0" 2'-6" (TYP) 2'-6" TREE GRATE li-6" LIP f FACE OF CURB OF GUTTER 0P C• I f1 rtA/A I I/ 1, 3, 3' > • } 3r TREE GRATE ., \ N BACKOPWAtM 9 WPJ U nos DCI ERAT/✓E PENCE POMMaiPR./ g, I 9, '. Ifl WPJ W NN %SCORING DETAILS WERE RE -REVISED ON 7/17/00 TYPICAL SCORING AT SHORE VIEW 51101'P/N6 CENTER SCALE: Y NORFOLK STREET CONSTRUCT/ONDETA/LS REVISED SIDEWALK SCORING 7-/7-00 1 UAGRA (TYPE "B1" C&G " PCC " AB(CL2) SUBGRADE COMPACTED TO 90% SECTION A -A WPJ EJ PCC(NON-COLORED) BACK OF WALK WPJ WPJ 10'-0" if 10'-0" 10'-0" (TYP) (TYP) (TYP) A c 5'-0„ 3'-0" (TYP) " r I 2'-6" EE GRATE 6' r' (-Inru/ei ii 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 OTHER SCORE BLOCK AS SHOWN IN DIAGRAM (TYP). V V 1/8"R SCORING 1/4"x1/4" SIDEWALK SCORING DETAIL 1/4" NO SCALE 1/4"-»1 1/4"R ---1\ /4" 1/2" WEAKENED PLANE JOINT 1/4"x1/2" DWG NO: /Z OF 4-2. NORFOLK STREET REHABILITATION/STREETSCAPE DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA MARK THOMAS & CO. INC. CONSULTING CIVIL ENGINEERS k MUNICIPAL PLANNERS OFFICES IN SAN JOSE, CUPERTINO, FREMONT, REDWOOD CITY, SACRAMENTO, SAL INAS AM) WALNUT CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94063 TELEPHONE: (650) 363-8277 FESSION 4 J. C TANTINI w No 51415 Exp 06/30/02/ 9 CIVIL OF ONN **- DATE: 05/08/00 NO. REVISION DATE SCALE: AS SHOWN 1 SCORING/EJ DETAILS 05/30/00 AS BUILTS KL 12/01 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 14 SET 44 AS BUILT FILE NAME: Norfolk_C2 PCP NAME: 4V.YSE—n.PCP R=1/2t-\ FG #4 CO 12" MAX. WITH 12" HOOK ® CORNERS AE 12" STEM WALL----,„„` #4 ILO 12" -NN FOOT I 3-5 CONT 3" • R=2" PLANTER WALL, LONGI. REINF. PCC MIXED AND POURED TO BE DISCONTINUED AT EJ. WITH INTEGRAL COLOR . M . J r J 1'-6" DAVIS SAN DIEGO BUFF n N ®12" ----I —� L-- ---� r 1 A 1 '- 9" SECTION NO SCALE r 1'- 0" 1'- 0" PCC (NON -COLORED) 6' 6' SEALANT CONTINUOUS ON EACH FACE AND ON TOP, TYP / / 1/2" r GAP 3/4" MAX 1/2" MIN 1/2" GAP EXPANDED POLYSTERENE OR 12" 12" EQUAL FILLER BOARD / / / #6 SMOOTH DOWEL ® 8"0C MAX (WRAP ONE SIDE WITH BUILDING PAPER) 1/2" CHAMFER, TYP ALL EXPOSED EDGES BACKING ROD, 1/8" LARGER THAN GAP CONTINUOUS JOINT SEALANT c. EXPANSION JOINT (EJ) STEM WALL EXPANSION JOINT DETAIL NOTE: LOCATE WATERPROOF EXPANSION JOINTS IN STEM WALL AT 50' MAX (SEE DETAILS). MEDIAN PLANTER WALL NO SCALE 3 - #6 REBAR ® 16" O.C. PCC 4" ORNAMENTAL FENCE u u ELEVATION u 12" 48" 2 A — • / • PRECAST AND APPROVED ONLY W/ TWO REBAR PLA _ RIGHT PARKING STRIPE 2 - #3 CONT 1-1/2" CLEAR ALL AROUND SECTION NOTE: PRECAST CONCRETE BUMPER STOPS MEETING THESE MINIMUM DIMESIONS & REINFORCING MAY BE USED SUBJECT TO APPROVAL BY THE ENGINEER. BUMPER STOP NO SCALE u ALL EPDXY COATING WAS DELETED NOTE:ALL DAR REINFORCING SHALL DE EPDXY COATED (TYP , ALL DETAILS THIS SHEET) REINFORCING * PLAN VIEW AT WALL CORNER BW & R/W 8' SIDEWALK 12" 1/2" EXPANSION JOINT FILLER SIDEWALK 4-#4 CONT r I 6 1" CHAMFER (TYP) ORNAMENTAL FENCE POST (SEE LANDSCAPE PLANS) NON -SHRINK, NON-METALLIC GROUT (TYP) 41 Ill 1 VARIES FG // 24" #3 0 TIES -CAD 18" O.C. (USE 3 - #3 �.� TIES ® 6" O.C. ® FENCE POSTS) SECTION 1-1/4", TYP. BASE PLATE 5/8"X8"X8" WITH 13/16" 0 HOLES FACE OF CURB PLAN VIEW TYP 24" FOR 8' SW 18" FOR 6' SW A N ELEVATION ORNAMENT FENCE FOUNDATION WALL NO SCALE SIDEWALK NOTE: 15" DIA BOLT CIRCLE 4 - 3/4" 0 ANCHOR BOLTS WITH NUTS AND WASHERS (ALL STAINLESS STEEL) CONCRETE FOUNDATION DEPTH: 36" FOR SINGLE -HEAD POLE 42" FOR TWIN -HEAD POLE SEE CITY OF SAN MATEO STANDARD PLANS 3-1-161 & 3-1-162 FOR REMAINING FOUNDATION DETAILS ELECTROLIER FOUNDATION ANCHORAGE NO SCALE 3" MIN. DWG NO: OF 42. NORFOLK STREET REHABILITATION/STREETSCAPE 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, FREM7NT, REDAOOO CITY, SACRAMENTO, SALINAS AM) WALNUT CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94063 TELEPHONE: (650) 363-8277 DATE: 05/08/00 NO. REVISION DATE SCALE: AS SHOWN AS BOLTS KL 12/01 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: D. DO, H. TRUONG CHECKED BY: B. LEVEEN SHEET TITLE: NORFOLK STREET CONSTRUCTION DETAILS SHEET NO: C3 CASE 1 DRAWER 14 SET 44 + AS BUILT FILE NAME: Norfolk_C3 PCP NAME: 4VJ'SE—n.PCP + U CURB DATA -0- _cc NO. RADIUS DELTA/BEARING LENGTH TANGENT CI) 10.00 90' 16' 31" 15.76 10.05 LEVEE WALL (BY OTHERS) 1 INSTALL -- - BOLLARDS \ 5.5' 5.5' VALLEY NOTE: BOLLARDS SHALL >- ___ _____ Cl GUTTER ��\` +00.00 NOT BLOCK CABINET W ADJUST SS MH 14'tLT +33.08 DOOR OPENING J 0 • C ---- ---+5-617 +00.00 +5000 +0000 FG 105.08 Q - 1 _ 15.5'±LT fi5-5±tT-- 15.5+LT _� +50.0 (R) FG 104.48 FG 104.59 FG 104.71 FG 104.84 +50:00 LEVEE WALL FG 105.16 21.3'±LT 15.5'±LT FOOTING FG 104.59 +56.17 EC FG 104.96 (BY OTHERS) TILITY POLE RETAINING o WALL WY OT ERa l�~�a---_ A T 2.5' 4+00 2•4% "E • • 2+00 VAR 3+00 0 ALLEY N49'58'11 ® 1 Al LINE 5 FG •3 _ (CONFORM � N49'58' " N48'15'02E 3% I BC VAR 11 E 43% f ELECTRICAL SERVICE CABINET EXIST) +40.42 POT z I CONFORM +50.00 POT +00.00 +35.00 O • CONCRETE +30.00 CO FORM TO _AIL _r : XIST 9.6±RT FG 10 12 27 �l 5 f ADJUST SS MH 14.7'±RT O ' L_._ APARTMENTS GRADE 1 ' I - IRRIGATION CONTROLLER 8.3'±LT ...t- CARPORTS OTO 8 ..---------CABINET •�• • :• �' VAR ,' LEVEE WALL • 6 (CONFORM FG 02.92 AVENUE LI(JOR±RT (BY OTHERS EXIST) 1 o +90.00 STORE c-:+90.00 14.3'±RT 4 BOLLARDS ® 5.0' SPACING FG 102.42 ao o FG 102.54 +75.84 » +69.28 +64.23 6 PCC OVER 14.3'±RT 6" AB (CL2) FL 101.748. •+75.84 z FG • 2.19 FG 102.36 +64.23 TC 102.23 +59.28 /\/\/ 9.1'±RT CONSTRUCT NEW +59.28 9.00'RT ��___ FG 101.98 SIDEWALK, 9.00'LT +69.28 +69.28 FG 101.74 � CURB & GUTTER FG 101.70 1.00 LT 1.00 RT 5.5' UTILITY LG 101.82 LG 101.82 +57.78 POLE +57.78 9.00'RT 41 + COLD PLANE AC 0.15' 9.001T TC INSTALL 102.20 >- --t- FG 101.66 +59'28 FG 101.70 2.5' I J MIN AND OVERLAY FL 101.65 CURB J SEE DETAIL A WITH NEW AC TO CONFORM +57.78 +57.78 -� PCC DRIVEWAY ENTRANCE 14.50/T C1 14.50'RT BW 102.08 Q 2.5' BW 102.11 +53.78 BEACON AVE +59.28 +59.28 10.73'RT t______2 BOLLARDS -- - 3.00 LT 3.00 RT 101.56 +52.28 : LG 101.67 LG 101.68 33.00'LT • j +52.FG28 BOLLARDS CONSTRUCTED PER CITY OF SAN METEO PLAN FL 101.45± • IIII- GUTTER SLOPE TRANSITION 15.50'RT STANDARD PLAN 3-1-858 -- �-= cr.. t F L 101.5tit SCALE: 1"=20' EXIST) .. t 1 FOOT A A 3 I F1OOT PER �, (CONFORM TO • �-. - OOT• • .w--- .w4 -EXI-S-T ) SEE SHEET X1 FOR TYPICAL SECTIONS - -_ ,-- ��-- �- ��:��,��•� �i�i�i'iii%:i';�w��i�i�i'iii%%%iii'i�%%%i:%%%%%��%%%��i:%%%%��%%%�� CABINET & BOLLARD LOCATIONS IN ALLEY 1 NOTE: COMPACTION OF BASE AND +52 28 +52.28 SCALE: 1"=4' DETAIL A 14.50'RT ASPHALT CONCRETE OVER LEVEE AND 14.50'LT CONFORM +52.28 +49.38 RETAINING WALL FOOTINGS BY HAND HELD EQUIPMENT SHALL BE ONLY. SCALE: 1"=5' FL 101.50 FL 101.54 LG 101.66 FL 101.58 PVI PVI STA = ELEV 20.00' 1+33.7 = 1102.8 VC PVI STA PVI ELEV 20.00 = 1+53.73 = 103.59 VC 110 ` 110 rei N co ri Yi + : 103.63 END STA PCC G 4+40. TTER CONFORM EXISTING TO PCC BACK OF DRIVEWAY 106 NI + (NI r- ± APPROX OG ELEV 104.8 ELEV 104.8f 106 CA Cj CT)w �44°Io---------- -�- - - 102 3 > m > m W W aJ w PROFILE GRADE -7 102 -� 3. PROFILE SCALE: 1"=20 -IORIZ 98 1"=4' VERT 98 STATION 1+00 2+00 3+00 4+00 5+00 DWG NO : OF 4Z FESSl0 NO. REVISION DATE SCALE: AS SHOWN SHEET TITLE: SHEET NO: NORFOLK STREET `� � NOTE: THIS DRAWING IS al+MARK THOMAS & CO. INC.INC. J. �, fANTINI REDUCED AND NOT TO NORFOLK STREET C4 REHABILITATION/STREETSCAPE ENGINEERS t REMOMUNICIPALR PLANNERS CONSULTING IN SAN OFFICES IN SAN JOSE, CUPERTINO. FREIIONT, REDWOOD CITY, No 51415 SCALE I F SHEET SIZE I S SMALLER THAN 22" x 34". SACRAMENTO, SALINAS AND WALNUT CREEK # \ 06/30/02 Exp\. 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94063 �9T CIVIL �,P DESIGNED BY: K. ADAM ALLEY LAYOUT & PROFILE ♦D� 7�+ �+ /�.�+�� 7�� ♦.�+p/� CASE DRAWER SET DEPAR MEN 1 OF PUBLIC WORKS, CITY OF SA iVIC�iEO PUBLIC TELEPHONE: (650) 363-6277 OF a DRAWN BY: K. ADAM �,��T 1 1 4 44 MATEO CALIFORNIA irlCfiP.V� ►Yfl, DATE: 05/08/00 CHECKED BY: B. LEVEEN + AS BUILT PCPENAME: 4V;SECn.PCP TC 99.9±1 0 D- w I — O In } ~ m z L►J z � O U CL Q� F - J O z Li 0 tt 0 i zw 0 z D x EXISTING ELECTROLIER TO REMAIN ►tomCO SAWCUT NFORM TREE GRATE OPENING (TYP)- (SEE LANDSCAPE PLANS) fl U I 7+00 303± LTIOF CONFORMI TO EXISTINGISI ADJUST PG&E VAI4VE COVER TO GRADE 268.192' LT I 24' DWY 8' $W TC 100.31 TYPE "A" AND SW A A TC 100.51 TC 100.72 50' (TYP Y +59.59 CR &G 47.00 LT TC 100.92 0 N L I N E 8+00 N LINE EWALK x I THIS AREA WAS DELETED PRIVATE DEVELOPER TO CONSTRUCT DRIVEWAY • 1 " • • • • • F- D 0 o Z I I SHOREVIEW AVENUE SIDEWALK RECONSTRUCTION SCALE: 1"= 20' OG 8' SW 6" 1' SAWCUT EXISTING AC O .50' AC (TYPE B) O .67' AB (CL 2) SECTION A- A r r ,L 0.25 AC (TYPE B) 0.75 PCC W/FIBER REINFORCEMENT 1.25' AS (CL4) SECTION 50 ELEVATION BUS SHELTER STREET FINISHED GRADE PCC PAD BELOW AC 10' LIMITS OF PCC PAD 50' DIRECTION OF TRAVEL PLAN PCC BUS PAD SCALE: 1"=10' DWG NO: / OF 42 NORFOLK STREET REHABILITATION/STREETSCAPE DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA L, MARK THOMAS & CO. INC. -O� CONSULTING CIVIL ENGINEERS t MUNICIPAL PLANNERS OFFICES IN SAN JOSE, CUPERTINO. FRENONT, REDWOOD CITY. SACRAMENTO, SALINAS AND WALNUT CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94063 TELEPHONE: (650) 363-8277 DATE: 05/08/00 NO. REVISION DATE SCALE: AS SHOWN AS GUILTS KL 12/01 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 CONSTRUCTION DETAILS SHEET NO: C5 CASE 1 DRAWER 14 SET 44 + AS BUILT FILE NAME:NorfoIILC4 PCP NAME: 4V PSE—n.PCP S A 10+19.3± 6 .8'LT± CONFORM TO CURB STA 10+35.00, 48.21'LT -IC 101.16 F 100.66 STA 10+,31.89 45.26'LT TC 10 57 FG.10 .47 STA 10+31.96 41.56'LT TC 100.83 BW 23' DRIVEWAY CURB & GUTTER 4.5%± T COLD PLANE AC 0.15' AND OVERLAY 1VAR TA 10+58.50 0'LT TC 101.39 FG 100.89 1.0% ICONFORM TO AC 4,2%± A 2.6% ,VAR 15%± EXISTING HEDGE TO REMAIN \(SEE NOTE) EXISTING AC PAVEMENT iVAR STA 10+82.00 48.19'LT TC 100.79 FG 100.29 2.0% C (17- STA 11(+05.50, 48.19'LT TC 161.26 FG t�00.76 TOTE: - - FINISHED GRADE OF ALL ASPHALT CONCRETE PAVING SHALL BE A UNIFORM SLOPE BETWEEN CONFORMS AND SPECIFIED FG ELEVATIONS and M3IA3 OHS 2-3" PVC UNDERDRAIN PIPES (SEE DRAINAGE PLANS) CONFORM NEW CURB TO TOP OF EXISTING CURB CURB WALL CONFORM TO CURB 1 D I-Th1/4 CURB WALL STA 10+55.13. 39.58'LT TC 100.67 EXISTING AC PAVEMENT (CONFORM TO AC 4' 2-3" PVC DRAIN PIPES AT FG ELEVATION COLD PLANE AC 0.15' AND OVERLAY VAR DI +70 TC 100.59 TC 100.60 DI (SEE DRAINAGE & UTILITY PLANS) CONFORM "A" DETAIL SCALE: 1"=5' EXISTING PCC PAD CONFORM TO PCC PAD +90 NOTE: EXISTING HEDGE PLANTING WITHIN CURBED AREA TO REMAIN. TRIM AS NECESSARY TO CONSTRUCT NEW CURB WALL AND DRAINAGE INLET 10 TC 100.65 EXISTING AC PAVEMENT G4) H- ar--- GB C STA 11+44.0± 65.5LT± CONFORM TO CURB STA 11+29:10, 48.18'LT TC 101.00 1 FG 100.50 TA 11+31 99 45 16/c TC 100.91 FG 100.41 2.2%± STA 11+31.95, 36.84'LT TC 100.74 COLD PLANE AC 0.15' AND OVERLAY (CONFORM TO AC 15' T VAR 22' DRIVEWAY NORFOLK STREET cT0 X CONFORM CURB L i )) BW I 27' DRIVEWAY IT II I I CURB RAMP- . I IMP) f N 29' DRIVEWAY 2% NORFOLK STREET CONFORM "B" DETAIL SCALE: 1"=5' 2-3" PVC UNDERORAIN PIPES (SEE DRAINAGE PLANS) CURB & GUTTER DWG N0: / G OF 42_ NORFOLK STREET REHABILITATION/STREETSCAPE DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA Nit, MARK THOMAS & CO. INC. CONSULTING CIVIL ENGINEERS & 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: 05/08/00 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 DRAWN BY: A. SHAPIRO CHECKED BY: B. LEVEEN SHEET TITLE: NORFOLK STREET CONFOR REWIND TTATF : ft' 22.00 SEE lJPDATFT) PLAN SHEET NO: C6 CASE 1 DRAWER 14 SET 44 + AS BUILT FILE NAME:Narfdk_C10 PCP NAME: 4V_PSE-n.PCP TC 101.1S STA 10+19.31 NOIL: FINISHED GRADE OF ALL ASPHALT CONCRETE PAVING SHALL BE A UNIFORM SLOPE BETWEEN CONFORMS AND SPECIFIED FG ELEVATIONS CURB WAtLL. STA 10+3 350 48.21'LT 'C 101.16 100.66 STA 10+29.89 45.26'LT TC 100:97 FG,100.47 STA 10+25_910 41.56'LT TC 100.83 20! DRIVEWAY CURB & GUTTER M N • • 2-3" PVC UNDERDRAIN PIPES (SEE DRAINAGE PLANS) ! - COLD PLANE AC 0.15' AND OVERLAY `VAR STA 10+58.50 TC 101.39 FG 100.89 CONFORM NEW CURB i0I TOP OF EXISTING CURB (-fiYP)- CURB WALL CONFORM TO CURB 8.20'LT 5 CURB �C1 WALL CONFORM TO AC 12%± 1VAR 15%± EXISTING HEDGE TO REMAIN crmrc(SEE NOTE) �, i"1 2-6x STA 10+55.13, 39.58'LT TC 100.67 EXISTING AC PAVEMENT CONFORM TO AC ----�- 2-3" PVC DRAIN PIPES AT FG ELEVATION TC 100.65 COLD PLANE AC 0.15' AND OVERLAY 2a DRIVEWAY NORFOLK STREET TC 100.60 EXISTING AC PAVEMENT 1VAR STA 10+82.00 48.19'LT TC 100.79 FG 100.29 tTh CONFORM "A" DETAIL SCALE: la=5' EXISTING PCC PAD CONFORM TO PCC PAD CONFORM 'B" DETAIL SCALE: 1'=5' 2.0% TC 100.59 I STA 1 +05.50, 48.19'LT TC }61:26 FG 100.76 NOTE: EXISTING HEDGE PLANTING WITHIN CURBED AREA TO REMAIN. TRIM AS NECESSARY TO CONSTRUCT NEW CURB WALL AND VAINAGE f INLET EXISTING AC PAVEMENT i crn- GQ 1 � --- GB Cl0 N 2-3" PVC UNDERDRAIN PIPES (SEE DRAINAGE P�..ANS) COLD PLANE AC 0.15' AND OVERLAY 15' VAR STA 11+44.0± 65.5'LTt CONFORM TO CURB STA 11+ 30,00, 48.18'LT ITC 101.00 FG 100.50 1 CURS WALL STA 11 +32.5, 36.84'LT TC 100.74 NORFOLK STREET ,6C51-0) 2.1SFP) EXls 1NGi ic, (2.401-0 2.50 (I.92FP 2,0 % FP_ CURB & GUTTER DWG NO: tO of 42.. NORFOLK STREET REHABILITATION/STREETSCAPE DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATED SAN MATED, CALIFORNIA MAY[ THOMAS & C . INC. c st&11Mc CIVIL C CICIS t MOWN, Ramos OTIC S IN SW JOSE. OPCIT1t0. IQon. CCM CM. SaaWOrto. sKt.S NO WWI' OW 503 SEAPORT COURT, SUITE 105 . KNOW CITY, CA 94063 tfttpt1 (: (650) 363-6277 DATE: 05/08/00 NO. Z REVISION DRIVEWAYS 4 cffiz85 DATE a-20-00 4142.°00 SCALE: AS SHOWN COI.ftigM j CVa 4 NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22' x 34'. OESIO40 do A. SHAPIRO 0AAS4 If: A. SHAPIRO C cxt0 WY: 8. LEVEEN SHEET TITLE: NORFOLK STREET CONFORM DETAILS SHEET NO: C6 CASE 1 DRAWER 1 SET 4 44 AS BUILT + . NOTES: 1 1. ALL EXIST SHOWN ARE NG APPROXIMATE UTILITIES I `N--( A-1 RAI1IATOR III & Y �I ONLY. CON RACTOR SHALL' I AIR-CONDITTTTTIONING INC. w I COAST GAS STATION VERIFY EX CT LOCATION 0 I` I o ALL UTILI PERFORMIN I PRIOR TO/ ANY WORK. I c� I ow J J o 4,-, Q I NORFOLK APARTMENTS ) C(TYP) 2. EXISTING LIGHTING 0 EET BE MA I NTAI ED I I �' u� < a (UNELECTROLIER o z IN SERVIC UNTIL NEW 1 Q 6 WELL HTS ARE IN Is, �N \\ w DI STA 5+34,35.00 LET TREE (TYP) STREET LI 1 SERVICE. I ST I NG STRE�p, _ I x _ X , _ _ _ _ _ _ _� _ , -LIGHT---C6i4Dt -AND---IL_\, - --4- " G? T- _ - H F- CONDUCTORS TO BE �f k. / LJ ms' LJ 1 PE LJ ABANDONED AND REMOVED CONTRACTOR WHEN NO LONER NEF D. (TYR ALLSH Y ) i - - -- o = -Si pQ� •' 4 -- Sp- -__ I MEDIAN - -- - - - G i 6,> VCS, SS 4 �, p / 3 REMOVE MENAGE II PLANTER I R DI STA 4+87,1.00'R D5 ELECTR DRAIN LINE 1+00 �� ±20 4+00 _._ - -�+0o ,\ ----------I --L4N€ -- _------ cooI IC I � . " �� C N UIT I „�i c O0 ( ---L_S�C?3J��LT I - co DI EXISTING ELECTROLIER TO REMAIN I� REMOVE AND NY EXIST DI 12" CMP ' 2 Q in EXISTING ELECTRICAL CONDUIT TO REMAIN Io p REMOVE = EXIST DI I FIRE HYDRANT 2 N : W o 8„ D I- -- W - 0 --w- --43::--9_1 8" D. I W --- - I- I /(7 �\ ,.- # ° / ' L` ' - / r/ 7.4/ 1 --./it, \ , / �.1. to -7..i ..EP —S _ ' . . „HDPE SD = w N 4 I DI 1 1� 19 1 i D I STA 5+35±,51.00 RT > >'' DI STA 4+99±, 51 00 RT I I I I I z Q WINTECH AUTO LU -1 `W # 0 W 0 SERVICE J -J 8 'SEE SHEET C4) �U < > ACE HARDWARE CC 1'0 01 I Q J AVENUE LIQUOR STORE m Q SCALE: 1 =20 I I< w 5+34,35.0 LT 4+99±,51.00'RT INV 98.10 12 HDPE IN (I\W) INLfl (TYRE A2) 104 +87-;I.Ofr'RTh TC 101.65 INV 98.40 12" HDPE (-HRU) 5+35±,51.00'RT 104 INLET TC 103 INV 98 (TYPE A2) 29 30 100 fit-"' INLET (TYPE TC 101.66 INV 98.50 A2) 12" DPE OUT (N) 100 HDPE 96 96 �- 5=0.31% S=0.20% 0 — S=0.35% k' --12"x32' 12"x5,0' HDPE 12"x57' HDPE 104 FUTURE FL 5 34,35.00'LT b2 STA 6+60 I T INV LET (TYPE 101.73 98.10 A2) 12" HDPE IN (NW) — — � — - — r — 100 _ _ OG I I INV 98.00 15" HDPE OUT (S) FL 100 - r — 96 EXIST 0.5" GAS ABANDONED EXIST 8" WATER 8" - WATERY / / / EXIST ABANDONED 6" WAT=R>) C" WATER w _ N 96 Q S=0.29% • - 15"x208' HDPE w w 92 92 J EXIST 1" ELEC' ( EXIST 0 BE RELOCATED) ?" GAS ABANDONED 4" WATER, EXIST 4" WATER SCALE: 1'-20' HORIZ 1 "=4' VERT DWG NO: /7 OF 4Z NO. REVISION DATE SCALE: AS SHOWN SHEET TITLE: NORFOLK STREET SHEET NO: 131 0,4E2% I J. ,,J c ANTINI y NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE I F SHEET SIZE I S SMALLER THAN 22 x 34 . NORFOLKSTREET REHABILITATION/STREETSCAPE THOMASMARK & CO. INC. CONSULTING CIVIL ENGINEERS k MUNICIPAL PLANNERS OFFICES IN IN SAN JOSE, CUPFRTIND, FRENONT, REDYgOD CITY. SACRAMENTO. SALINAS AM) WALNUT CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD TELEPHONE:I (650)A363-6277 O N o 51415 * >♦ Exp 06/30/02 DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO 'l CIVIL ��P OF CAS\� \ DEBIrLEVEEN, A. SHAPIRO' DRAINAGE AND UTILITIES CASE 1 DRAWER 1 4 SET 44 BY: A. SHAPIRO SAN ��♦�p� CALIFORNIA AWN lrlATEO� i` ltl,�t s DATE: 05/08/00 CHECKED BY: K . ADAM AS BUILT FILE NAME:Norfolk Di PCP NAME: 4V_PSE-n.PCP NOTES: W 5 > SE HE TI 0 1) ALL EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY. CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL UTILITIES \ ` LU ij - PRIOR TO PERFORMING ANY WORK. I m > I DISCONNECT AND REMOVE (EXISTING CONDUCTORS BACK 2) RUN PVC UNDERDRAIN PIPES THROUGH ORNAMENTAL FENCE FOOTING. WRAP PIPES WITH TWO LAYERS OF 15# BUILDING PAPER PRIOR TO POURING CONCRETE I © I = I (/) TO ELECTROLIER ON SHOREVIEW AVE 2-3" PVC UNDERDRAIN PIPES CONNECT TO EXIST DI FOOTING. / L. t ELECT OLIER `- _ 2 (TYP) �' , DI STA 811 +:0 DI STA 10+85,42.00 LT DI STA 7+44, 35.00' LT , 35.01 ' LT UNDERDRAIN 11 D5 EX ( TED I INLET �a ,I 12 HDPE ®, 5 \y.,� T - - - - = - . STA 6+60 " STA 12+20 HDP. u „ - �.,ru iia 18 HDP:\ SO D • SD ; ,- - DI STA 7+52,0.00'RT -0 a +80 2-3" PVC UNDERDRAIN PIPES REMOVE(D SD UNDERDRAIN CSM 3-1-120 (TYP) '� z EXISTING MEDIAN PLANTER N I OUTLET REMOVE & SALVAGF� DI = t1 STA 10+85,32.51'LT a y 3 MEDIAN PLANTER ,, D5 DRAIN LINE 7+00 O on Ni REMOVE & SALVAGE D5 DRAIN LINE ELECTROLIER ELECTROLIER ,�"I, �0 - -- +00 11+00 12+00 -- - -- -��, - - - ----- -- �E�„f�i I 1'1 C Ni IT / N LINE 0 1 DI DI 1 �� [ -I- 1�_ �� SEE SHEET I 4 pl SEE SHEET D: I 2-3" PVC REMOVE EXISTING DI a 2-3" PVC:: A. DI STA 8+12,0.00' RT NORFOLK ST DI STA 10+47,0 - a./ Q' RT o REMOVE EXISTING DI AND 12" CMP UNDERDRAIN PIPES CSM 3-1-120 (TYP) . UNDERDRA I9� (SEE NOTE 2) ES y �r DI STA 8+19 , 35.00' RT 2-3" PVC UNDERDRAIN PIPES o = m 2 ` 2 TREE-_16(FLL- - y N 4T`'p) D I - SEE NOTE �8-+- " ` �'S �-+ NOTE 2 . ,yY-__ . ^ --�Id- - -- -- fit- -W -�- -F-I I pT- - _ - I Hi`BR T - _ �• .. ��».- HDPE •D 2 .: s � _ _ -- - --,.,ski ��_ . ..,� �.; � �► ' ,�i �?c.:':,. =�.Tii�. ' �' -- ,..� �.�, - - - -- ...1�.,�C..,1��.�1 • ► _ _� DI STA DI STA 11+10,31.76'RT 00'R7+44 CONVECT TO EXIST DI 0'W \ - �I SHOREVIEW SHOPPING CENTER DI STA 10+42 35.00,T CD Q \ CONNECT TO EXIST DI SCALE: 1"=20' 7+44,35.00'LT 8+19,35.01'LT I� 10+85,42.00'_T 10+85 3'.51'LT INV 97.50 12" HDPE IN 7+52,0,00'RT (W) INV 97.30 12" HD'E 8+12,0.00 IN (W) RT INLET TG 100.10 (TYPE SG) INV 96.;0 INV 96.''0 12" 12" DPE IN DPE IN (E) (W) 11+10,31.76'RT HIV 97.0 12" !� '- T-1- • 10+42;55M0 RT -P4L&T {TYPE A2} INLET (TYPE A2) HDPE OUT (W) 102 FG TC 101.59 INV 98.5 INV 97.60 MEDIAN 12" HDPE DRAIN THRU LINE IV (E -W) (N) FG TC IN IN HD -E 101.57 98.2 MEDIAN 97.40 THRU DRAIN 12 E -W . LI E ,. _ s IN (S) .,. _ INLET SIN 100(.1 INV 97.' DRAIN YPE A2 MEDIA LINE I . INLET TC INV INV (TYPE 100.11 96.90 96.80 A2) 12" HDPE 12" HDPE IN (S1 OUT (�) TC 10D.03 INV 97.10 12" HDPE BUT N ( ) 102 7+ 4 35.00-'RT - . , , -JG ; , INLET A2) IN ET (TYPE A2) 2" HDP THRU �. F (TYPE TC 100.76 TC 100.80 INV 98.50 2-3" P C IN ) INV 97.50,12" 98 �� HDPE OUT (E) 98 -� S=0.30% INS, 97.70 12" OU-T( -U O E 5-0.30% ._5=0..50% c-. . , --S=0.43'. - S 0.30% - S 0.30% �12"x33 2 - 3" PVC 94 12"x33'HDPE HDPE 12 x33HDPE i 11 " 12 x 3 HDPE 12"x8'H S=2.6% b PE 12 " � 47 HDPk LL » II 12 bC33 HDP 1 "x66'HCPE 94 o 7+47,35.00'L 0 cv INLET (TYPE s2) 8+19,35.01'LT 10+8 ,32.51'LT + 104 co TC 100.80 INLET (YPE 88 ` A2, INLE T--" C 9*. (TYPE A2) 6 r 104 FE SHEET D1 ST INV 9 .40 15 HDPE THRU f (N +) INV 97.30 INV 97.20 12 HDPE HDPE I 15 I (W) (N) FL OG ININV •6.80 INV •6.50 980 12" 12 12" HDPE HDPE HDPE IN E IN (E) HRU (N -S) E SHEET D3 ST. ,20 HDPE 18 0 T(S) 100 - - -- 100 =m- =----- ---- 1 ----- S 0.29% -► S=0.27% -► 8x148 DPE �� S=0 27% y S=0.'7% 96 a� 96 92 N 15 x208 HDPE EX I '.T 1" ELEC-- I 15 ABANDINED EXIST 8" x73'HDPE 6" WATER WATER 8„ x264 HDPE ABA DONED EXIS " WATER 4" WATER- E 4 I ST 2" :E RELO:ATED) GAS EXIST (TO B: 1" ELEC RELOCATED) i 92 SCALE: 1"=20' HORIZ 1 "=4' VERT DWG NO: / • OF 42 fESS10,yq NO. REVISION DATE SCALE: AS SHOWN SHEET TITLE: SHEET NO: NORFOLK S'IREET THIS AWINGIS DRitMARI THOMAS & CO. INC. Wz J. C TANTINI*y, REDUCED TO NORFOLK STREET D2 REHABILITATION/STREETSCAPE OFFICES CONSULTING CIVIL ENGINEERS R MUNICIPAL PLANNERS IN SAN N JOSE, CUPERTIND, FREMDNi, REDMOOD CITY, No 51415 SCALE I F SHEET SIZE I S SMALLER THAN 22" x 34". SACRAMENTO, SAL INAS AND WALNUT CREEK Exp 06/30/02 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94063 CIVIL `/T DESIGNED BY: DRAINAGE AND UTILITIES DEPARTMENT OFPUBLIC CITY OF SAN MATEO �� B. LEVEEN, A. SHAPIRO CASE DRAWER SET TELEPHONE: (650) 363-8277 OF CAr DRAWN BY: A. SNAP I RO ��WORKS, SAN MUM, CAUF 1 1 4 44 iUL,Jtts DATE: 05/08/00 CHECKED BY: K . ADAM + ASBUILT PCPENAME:•4V.YSE--n.PCP 't) % Y x x x x x x x x x I STA 1 +35,27.16'LT REMOVE SLURRY BACKFILL REMAINDER UJ d RE EL EXISTING OVE & SALVAGE DI CTROLIER rx D z — OF ABANDONED CMP UNDER EXISTING CURB EXISTING CM PIPE 0- = c DI STA114+13±,23, ±LT TO REMAIN IN USE a TREE WELL (TYP) c 2 (2 CON EC1-TO EXIST Cl) SHEET D2 STA 12+20 P 1 C i INI I III \-- §TA 13+381, 23.84 LT ----- -I ___ EXISTING FACE EXISTING FACE _r1 REMOVE & REPLACE OF CURB OF CURB i� MH STA 18+12±,17.2'±LT G 32 -AP ��_ _ ,� 4 k• !'=- ST4NCE12" CMP MH STA 16+12,17.2'±LT x SET TOP OF COVER TO GRADE D5 12" CM k • Q " 4 i TH TN mrw PI PE I18 ", __� D5 SET TOP OF COVER TO GRADE HDPE t P� SN I ro -- C9fD1+� =� E — ■iii - --- --- -� - - -_ --- - -- " 'TOP " i. 14 { E- -- - --g I SD I �� INSTALL NEW MANHOLE V -ELECTROLIER (TYP) 7 N LINE NORFOLK ST 13+00 ,,, �I. •D 'E X21" OVE EXIST CMP MH' 14+00 6' SD 15+00 16+00 SD MH 6' 18+00 INTO EXISTING 36"X22" CM ARCH PIPE I I I CONNECT EXISTING 12" CMP I I I LEFT OPENING ON SOUTH SIDE 24" FOR FUTURE DISCONNECT AND REMOVE EXISTING NORFOLK NEW MANHOLE ST CONDUCTORS BACK TO FIRST LIVE 2 I (SAWCUT PIPE AT NEW MH ? e CONNECTIONNTO REMAIN _ ;, �• LOCATION PRIOR TO REMOVING 2,__H.�: ABANDONED-- PORT+ON) --- --- rli _ �_ _ . ��•`� DI STA 13+38,23.60 RT 8 C MH STA 14+13±,17.2'LT SET TOP OF COVER TO GRADE D5 2 w DI STA 12+ '5 , 27.07 I T REMOV J REPLACE EXISTING ELECTRICAL CONDUIT I-- EXIST! IF I -N- CONI=L I CT WITH NEW STORM DRAIN D I z > Q r (SEE ELECTRICAL DRAWING) NOTE: v ALL EXISTING UTILITIES SHOWN I - ARE OY APPROXIMATE ONLY. CONTRACTOR SHALL VERIFY EXACT `--- _J I 0 LOCATION OF ALL UTILITIES PRIOR TO PERFORMING ANY WORK. SCALE: 1"=20' - I- 13+38,23.60'RT 13+38,23.84'LT INLET(TYPE TC INV 99.59 96.20 A2) 12"HDPE IN (N) -TNV 9.5.30 12"HDPE TK OW) INV 96.10 12"HDPE OUT (E) 14+13±,23 ±LT 14+13±, 17.2' LT 12+35,27.07'RT ENV S97.1T D1± 12"HDPE OUT (W) MH INV 97.1± EXIS- 12"CMP IN (W) 102 INLET(TYPE TC 09.47 A2) INV 97.00 12"HDPE IN (E) 102 FG INV 96.60 12 HDPE OUT (S) OG 98 �,- T — .- _ 98 — y 5=0.40% - 0 12"x3' HDPE .411---S=0.45% \ �12"x44' �12x101' - XIST 12" CMP 94 HDPE HDPE S=3.350 94 12+35, 27.16 LT 13+38, 3.84'LT 14+13±,17.2 LT , 16+12,17. ±LT 18+12±,17.2'± LT o INLET( YPE A2 MOD.) 104 'Si N INLET(TYPE TC 99.47 INV 96.10 A2) 18"HDPE THRU S) TC 99. INV 95.90 9 12 HDPE IN W) STORM SET DRAIN FRAME MANHOLE AND COVER TO GRADE STORM SET DRAIN FRAME MANHOLE AND COVER TO GRADE STORM SET DRAIN FRAME MANHOLE AND OVER TO GRADE 104 SEE.SHEET 12 STA 1 (N INV 95.70 INV 95.70 " 18 HDPE 24"HDPE IN OUT N) (S) FG INV INV INV 99.4± 97.1± 97.00 95.60 EXIST 12"HDPE 24"HDPE 12"CMP IN (E) THRU IN (W) (N -S) FG INV 95.30 24"HDPE THRU (N -S) FG CONNECT INV z3zS ± 95.00 c TO EXIST 24"HDPE 36"x22" IN (N) CMP 2(FL 100 rOG 100 24"x74 FUTURE EXTENSION OF N RFOLK _ _ _ _ _ _ HDPP-E- — STREET (BY THDRAINAGE )FOR SYSTEM i_i G Of� 24" 96 =0.40% ---10- S=0. 1 4% -�' 5=0.1b% — � FUTURELEFT 5=0.1 96 % IC . -18"x101' HDPE EXIST 1" EXIST 2" GAS % ELECTRICAL�EXIST 2 6" WATER '---24"X199' INV 24" 197' H PE 95.9± EXIST 36"x22" ARCH PIPE 92 18 „ x148 HDPE (TO BE RELOCATED) CONDUIT HINT 92 SCALE: 1'=20 HORIZ 1 "=4' VERT DWG NO: ' -? OF 42 FESSA9 NO. REVISION DATE SCALE: AS SHOWN SHEET TITLE: SHEET NO: NORFOLK STREET �4 Q AS BUILTS KL 12/01 THOMAS MARK & CO. INC. J. TANTINI z NOTE: TH I S DRAWING I S REDUCED AND NOT TO NORFOLK STREET D3 REHABILITATION/STREETSCAPE 51415 CONSULTING CIVIL ENGINEERS & MUNICIPAL PLANNERS OFFICES IN SAN JOSE, CUPERTIND, FREMDNT, REMIND CITY. No SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34". SACRAMENTO, SALINAS AND WALNUT CREEK xp 06/30/02\ 503 SEAPORT COURT, SUITE 105 " �,�,L ! � DESIGNED BY: DRAINAGE AND UTILITIES tT ��♦.�.�^ de LEVEEN, A. SNAP I RO CASE DRAWER SET DEPARTMENT PUBLIC SAN DEPART r1EN OF PUBLIC WORKS, x.11 1 OF ► L, Pr ATEO CITY TELEPHONE: 050) 363-8277 OF CAk DRAWN BY: DRAWN A. SHAPIRO �N CALIFORNIA 1 1 4 44 `—' , DATE: 05/08/00 CHECKED BY: K. ADAM AS BUILT FILENAMEE.NorfoI nDPCP LIMITS OF GUTTER DEPRESSION INLET STATIONING POINT ON DRAINAGE SHEETS AC THICKNESS PER TYPICAL SECTION HDPE PLASTIC PIPE 3" SAND BEDDING PLASTIC PIPE 3" SAND BEDDING 4 a 4 2D a a' a 4d as 4 4 4' a 12" MIN. & VARIES a 4' a • G e a D/2 EXISTING PCC GUTTER h 1.5'± 1 v 6" NEW AC 12" AB(CL2) PLACED IN 6" MAX. LIFTS TO 90% COMPACTION BRING UP ON BOTH SIDES OF PIPE EVENLY Mew TYPICAL STORM DRAM TRENCH SECTION UNDER NEW SWEET NO SCALE 2D A r 8" MIN AS (CL4) COMPACTED TO 95% COMPACTION Pt MIN (TYP) 12" MAX D+12" MIN (TYP) D+24" MAX PCC CURB & GUTTER 6" MIN. & VARIES a AB(CL2) PLACED � , 4 IN 6" MAX. LIFTS TO 90% COMPACTION BRING UP ON BOTH SIDES OF PIPE TYPICAL STORM DRAIN TRENCH SECTION UNDER CURB & GUTTER NO SCALE r 8" MIN AS (CL4) COMPACTED TO 95% COMPACTION HDPE PLASTIC PIPE 3" SAND) BEDDING a a a a a A. 4 O 4 4a a 4 4 a- 4 • a, 12" MIN. & VARIES 1'a 'a • 4 AB(CL2) PLACED IN 6" MAX. LIFTS TO 90% COMPACTION BRING UP ON BOTH SIDES OF PIPE EVENLY • D/2 D D/2 2D >. TYPICAL STORM DRAIN TRENCH SECTION STA N 14+13 TO 18+12 NO SCALE A r 8" MIN AS (CL4) COMPACTED TO 95% COMPACTION )I MIN (TYP) 12" MAX D+12" MIN (TYP) D+24" MAX 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" ` 24" 28" 24" 10" CJ HNH FL—, BASE OF CURB 6" r S.R.C.P MODEL 2K PRECAST INLET BOX '1 H H )f A 7-1/2" 7-1/2" r 24" ELEVATION II II II 6" GRATE 6" 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 II I/ I ,A r - 1° `I IN, URB & N N \ N / N N N I I 1 1 / / / / / / / GRADE BRAKE (TYP) A 24' A Nag S.R.C.P. MODEL PH -204 24" SLOPE 1" PER FOOT FIELD POURED PCC SIDEWALK i r 24" SECTION VARIES 1 NOTE: FOR ADDITIONAL DETAILS AND DIMENSIONS SEE SANTA ROSA CAST PRODUCTS CO. (S.R.C.P.) STANDARD PLANS A2, D1 & PH -204 PLAN FRAME AND GRATE TYPE A2 STORM DRAIN INLET AND GUTTER DEPRESSION DETALS 29" r I— I 24" fs 'y I I I I � I SECTION A -A r- 1 1 L 4" NO SCALE 2 — #4 REBAR @ 3" CLEAR ALL AROUND S.R.C.P MODEL 3K PRECAST INLET BOX 24" 1 1 SECTION 30" CURB & GUTTER NOTE: SEE TYPE A2 STORM DRAIN INLET DETAIL FOR DETAILS NOT SHOWN TYPE A2 (MOD.) STORM DRAIN INLET ADDITIONAL DETAILS NO SCALE DWG NO: IL OF_: NORFOLK STREET REHABILITATION/STREETSCAPE DEPARTMENT OFPUBLIC �.�WO KS,C11YOF SAN MATEO SAN MATEO, CALIFORNIA MARK THOMAS & CO. INC. CONSULTING CIVIL ENGINEERS & MUNICIPAL PLANNERS OFFICES IN SAN JOSE, CUPERTIND, FREMCNT, REDWOOD CITY, SACRAMENTO, SALINAS AND WALNUT CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94063 TELEPHONE: (650) 363-8277 DATE: 05/08/00 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: D4 CASE 1 DRAWER 14 SET 44 + AS BUILT FILE NAME: Norfolk_D4 PCP NAME: 4V_PSE—n.PCP S.R.C.P GRATE LOCK FRAME ANGLE S.R.C.P MODEL 2K FRAME & GRATE FRAME SIDE BAR S.R.C.P MODEL 2K PRECAST INLET BOX PIPE OPENING CAST IN PER PLANS NOTE: FOR ADDITIONAL DETAILS AND DIMENSIONS SEE SANTA ROSA CAST PRODUCTS CO. (S.R.C.P) STANDARD PLANS D1, SG, AND LOCK. TYPE "SG" INLET NO SCALE SLOTTE 12" \\ kN.4flUNS LIMIT OF 8"X8" LOTTED CONNECTION DETAIL (TYP) `0 SCALE STA N 8+19 I O STA N 5+54 4-1 /2'Th H-20 TRAFFIC LOADING _ 31-1/2" CITY OF SAN MATEO STANDARD TYPE "B" MANHOLE FRAME & COVER 24" 3" MIN AC 1'-6" DRAIN ROCK & FILTER FABRIC STA N 8+29 4" PLASTIC PIPE (UNSLOTTED) INVERT 2'-6" 3.7' MIN, 4.8' & 5.4' MAX '4 V J J J. v. J J STREET (FINISHED GRADE J 48" V J: J 2°` E V J _ J V J J 4 v STORM DRAIN MANHOLE NO SCALE 4" SLOTTED PLASTIC PIPE INVERT OUTLET SECTION STA N 9+00 4" SLOTTED PLASTIC PIPE INVERT 1'-6" PRECAST TRANSITION SLAB, CONTRACTOR TO SUBMIT SHOP DRAWING 48"X48" PRECAST INLET BOX PLAN VIEW NO SCALE MEDIAN 1 PROFLE NO SCALE MANHOLE COVER 24" 48"X48" BOX 8" 4" MEDIAN LANDSCAPING BARK MULCH VARIES* 8" S 4" SLOTTED PLASTIC DRAIN PIPE INVERT A 8" Wit FA, A, 8" , X3/4" DRAIN ROCK MEDIAN LANDSCAPING FINISHED GRADE 3/4" DRAIN ROCK FILTER FABRIC RIGHT SIDE PLANTER WALL TYPICAL SECTION .. V FILTER FABRIC OUTLET SECTION 4" SLOTTED PLASTIC PIPE INVERT STA N 7+30 2'-6" *SEE PROFILES BELOW FOR BEGIN AND END HEIGHTS. STRAIGHT GRADE PIPE BETWEEN BEGIN & END. MEDIAN PLANTER DRAINAGE SYSTEM NO SCALE STA N 7+45 4" PLASTIC PIPE (UNSLOTTED) INVERT CONNECT TO DRAINAGE INLET (TYP) 4" SLOTTED PLASTIC PIPE INVERT STA N 10+25 2'-6" STA N 10+40 ---------- 1' -6" 1 0 1'-6" MEDIAN 2 PROFILE NO SCALE 4" PLASTIC PIPE (UNSLOTTED) INVERT O DWG NO: / OF 2_ NORFOLK STREET REHABILITATION/STREETSCAPE DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA MARS THOMAS & CO. INC. CONSULTING CIVIL ENGINEERS & MUNICIPAL PLANNERS OFFICES IN SAN JOSE, CUPERTINO, FREMONT, REDWOOD CITY, SACRAMENTO, SALINAS AM) WALNUT CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94063 TELEPHONE: (650) 363-8277 DATE: 05/08/00 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 DRAINAGE DETAILS SHEET NO: D5 CASE 1 DRAWER 14 SET 44 + AS BUILT FILE NAME: Norfolk_B5 PCP NAME: 4VJ'SE—n.PCP FUNDING IDENTIFICATION SIGN > C V . 7) \/ n C13 U��Nr RAND STJ I I I I I I 1 C18 L 0 8 I'r IT— it u -4 1 , I 1 I N I I I I I I I I r z 0 0 Q Id m 4 27117117111 r----.17-777 C18 I CONSTRUCTION BEGINS EXPECT DELAYS DURING CONSTRUCTION �r— RAND ST CITY OF SAN MATEO d C18 NORFOLK ST PATRICIA AVE CARY AVE C18 r L Q F - CD Q 0 RAND ST ADA ST C18 C18 C13 HOWE ST NO SCALE NEWBRIDGE DWG NO: 22 OF 4.Z NORFOLK STREET REHABILITATION/STREETSCAPE 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 W CC F ANTINI No 51415 �Exp .06/30/02 CIVIL OF COl 47e. DATE: 05/08/00 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 CONSTRUCTION AREA SIGNS SHEET NO: Cs! CASE 1 DRAWER 14 SET 44 AS BUILT FILE NAME: Norfolk_CS1 PCP NAME: 4V_PSE-n.PCP L I I I I ♦ R26 COD - MP 0 0 WILD BILL'S DONUTS A-1 RADIATOR & AIR—CONDITIONING INC. n w J J Q . . w w rY U 0 z U) 0 0 J 0 COAST GAS STATION 2+00 0 3+01L, 4+00 10 10' 10' 0 0 Q 0 NORFOLK ST N 11' cV U) 12" STRIPE ♦ R26 ♦ R22gg ♦ R26 ® CED MP MP ) MP 0 0 2+00 0 0 PERSONAL AWARDS WINTECH AUTO SERVICE ■ R26 C 7 ) MP ■ R26 C 5 ) MP -H 0 C) ›- -J J Q LIQUOR STORE SIGN —j •G66 (PHONE) MP AVENUE LIQUOR STORE ■ R26 C6) MP 3+Ct0 8' 1 (TYP) 24' 4�t • R26 MP •R26 MP ALLEY (5 PARKING STALLS TOTAL 4 - MATCH LINE A —A LEGEND: (FOR TRAFFIC SIGNING AND STRIPING) • • ■ i •• - I SSBM CSNS C>EID MP WP GSP RELOCATE EXISTING SIGN EXISTING SIGN TO REMAIN SALVAGE EXISTING SIGN ONE —POST SIGN LOCATION TWO —POST SIGN LOCATION EXIST/NEW OBJECT MARKER STRAP AND SADDLE BRACKET MOUNTED SIGN CITY STREET NAME SIGN ROADSIDE SIGN NUMBER METAL POST WOOD POST GALVANIZED STEEL POST PAVEMENT DELINEATION DETAIL NUMBER. SEE CALTRANS STANDARD PLANS (JULY 1992) SHEETS A20A, A20B, A20C, AND A2OD 40A A 39 R61 •R18 (MOD) 5+00 GSP NORFOLK APARTMENTS (UNDER CONSTRUCTION) INSTALLED BIKE LANE END SIGN - x- x 1J Xi 5' RELOCATE LEGE=ND APPRo 1 col Son 14 12' 13' 6+00 (YELLOW) STOP S Q Z 0 U Q LLJ m NEW TYPE K-2 13' MARKER 12' 2+ + 5' CSNS ♦R1 (15 MP) ♦ CUSTON ER CUD MP ACE HARDWARE FROM PARKING ONLY SCALE: 1"= 20' PAINT MEDIAN CURB WHITE AT MEDIAN NOSE OR AS OTHERWISE SHOWN. REMOVE EXIST PAVEMENT MARKINGS/MARKERS/ STRIPING. 0 SEE SHEET LP2 STA 6+60 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. DWG NO: 23 OF4Z NORFOLK STREET REHABILITATION/STREETSCAPE DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATED SAN MATEO, CALIFORNIA MARK THOMAS & CO. INC. CONSULTING CIVIL ENGINEERS t MUNICIPAL PLANNERS OFFICES IN SAN JOSE, CUPERTIND, FRETAONT, REDWOOD CITY, SACRAMENTO, SALINAS AND WALNUT CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94063 TELEPHONE: (650) 363-8277 W cc PLC, J. C TANTINI No 51415 Exp 06/30/02 CIVIL of at -frF DATE: 05/08/00 NO REVISION DATE SCALE: AS SHOWN AS BUILTS KL 12/01 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 PLAN SHEET NO: PD! CASE 1 DRAWER 14 SET 44 AS BUILT FILE NAME: Norfolk_PD1 PCP NAME: 4V_PSE—n.PCP + 1 STA 6+60 I'' N 1 . 1 SEE SHEET PD -3 STA 12+20 10 2 INSTALLED RED CURB N. W • • • Q • • / W// LL O _ I • • x 3M 23 (!) TYPE IV R) 4' 13' 13' 14' TYPff ( VIK(L) I s ALLED TW 0 o o 0 2 x APARTMENT / N SIGN TO'L•GEND' WP x i SIGN FRO ,� •WPP�RTMENT ♦ BUS STOP �` , ® / / ) MP �. FROM J I \ -015 doss i , TO Jl J ITO \FROM El i- , 11 .4F TO \ CSNS —I I 12' 10 /-3--9-) • R® I 39A 10 +r — rR --------__ 13' �12" 7 co •® co 14.5' 38 60' TAPER q WHITE 13' + +r ►{ 7+00 +1�0 9+00 10+00 q GSP 1 1 +0 % 2+00 29 -I t.�,,�TYPE IV(L) a I I { TO CSNS 1- w w co \` ♦R1 ♦R1 A RELOCATE EXIST MARKER 5'-� 4" YELLOW 13' 13' TYPE VI 10 $ FROM ® GSP 10 ( ) 12 WHITE 15.5 9 LONG 22 39 BSS) STOP 39 ♦ 12' 39A $ FROM 12' .4- 39A 12" WHITE M 12" WHITE MP + I 5 I nnl / I - FROM STOP STOP t OM S 0B �� TO R01 �� ' F OM R26F (MOD) NODUMPING 0 F OM `�\ CSNS • 0 •♦ 1 TO �� W ♦ R1 MP �\ (21D CUSTORLtNONLY MP TO 1 MP ♦ ® ♦ CUSTORMER PARKING ONLY Q GED MP SS ALERT RUSI MOD) SHOREVIEW SHOPPING MIN •UNAU HORIIZED POSSESSION SIGN � CENTER MP .N -,„,,,,,, CC 0/7 MP / CD / / / r ,; \ /c ,) \ X INSTALLED STOP BAk 2 AND STOP LEGEND dOlS SCALE: 1"= 20' NOTE: SEE DRAWING NO. PD1 FOR GENERAL NOTES OF AND LEGEND. PATRICIA DWG NO: -- 0L MARK THOMAS & CO INC. �, CONSULTING I ISA CIVIL ENGINEERS 3 MUNICIPAL PLANNERS OFFICES IN SAN JOSE, CUPERTIND, FREMDNT, REDNDDD CITY, SACRAMENTO, SAUNAS AND WALNUT CREEK 503 SEAPORT CURT, SUITE REDWOOD CITY, CA 94063 TELEPHONE: (650) 363-8277 NO. REVISION DATE SCALE: AS SHOWN ESSt2Z 4 J. C TANT INI � ^ SHEET TITLE: NORFOLK STREET PAVEMENT DELINEATION PLAN SHEET NO: PD2 AS BUILTS KL 12/01 NOTE : THIS DRAWING I S REDUCED AND NOT TO SCALE I F SHEET SIZE I S SMALLER THAN 22" x 34". NORFOLK STREET REHABILITATION/STREETSCAPE No 51415 Exp06/30/02 �r /�►�+�� SAN MATEO �D♦� PUBLIC DEPARTMENT OF PUBLIC �1ORfl CT 1 OF SAN I I TQO, CALIFORNIA . l�Jl�ir.�/ �.tiLli'Vi�l\J!� CIVIL Nt. `��T • DESIGNED BY: A. SHAPIRO, J. VU CASE 1 DRAWER 1 4 SET 4 4 F OF Cj DRAWN BY: SHAPIRO, J. VU DATE: 05/08/00 CHECKED eY: B LEVEEN AS BUILT FILE NAME: Norfolk_PD2 PCP NAME: 4VJ'SE—n.PCP + x x 0 N N SEE SHEET PD -2 S PA',, KING PER ♦ R44 MP MITTED ALONG CURB BOBS WHITE—� 14+ eR1 WP 12" WHITE SAP( LU Q F-- 0 C u EXTENDED LIMITS 2 0 15 TO STA 14+60 15+00 I I i M 16+00 • NOTE: SEE DRAWING NO. PD1 FOR GENERAL NOTES AND LEGEND. SCALE: 1"=20' DWG NO: z5 OF 4 a NORFOLK STREET REHABILITATION/STREETSCAPE DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA MARK THOMAS & CO. INC. CONSULTING CIVIL ENGINEERS R 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 W o_ J. .J ESSIQ No TNTINI 51415 Exp 06/30/02 CIVIL OF CO DATE: 05/08/00 NO. REVISION DATE SCALE: AS SHOWN AS BUILTS KL 12/01 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 PLAN SHEET NO: PD3 CASE 1 DRAWER 14 SET 44 AS BUILT FILE NAME: Norfolk_PD3 PCP NAME: 4V_PSE—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. 2. EXISTING LIGHTING SYSTEM ON NORFOLK STREET BETWEEN BEACON AVENUE AND DAKOTA AVENUE WILL BE REMOVED BY OTHERS. REFER TO DRAINAGE AND UTILITIES PLANS. EXISTING LIGHTING SYSTEMS ON SHOREVIEW 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. }00 ._- PHOTO CONTROL INSTALLED IN CONTROLLER FOR BUS SHELTER/REC. CIRCUIT 2"C, 3#2 ! (120/240V SERVICE) TO EXISTING PG&E SERVICE POINT LOAD: 28-150 WATT METAL HALIDE LUMINAIRES IRRIGATION (SEE IRRIGATION PLANS) 4 —FLUORESCENT STRIP FIXTURES (SEE LANDSCAPE PLANS) GENERAL NOTES: (FOR THIS SHEET 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. 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. SERVICE EQUIPMENT ENCLOSURE AND PULL BOXES 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 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 "LIGHTING", OR AS APPLICABLE. 6. THE CONTRACTOR SHALL PROVIDE ALL CONDUCTORS AND OTHER EQUIPMENT NECESSARY FOR THE LIGHTING SYSTEMS TO OPERATE PROPERLY. 7. THE CONTRACTOR SHALL CONTACT THE CITY ENGINEER FOR APPROVAL 5 DAYS PRIOR TO ANTICIPATED ENERGIZING OF THE LIGHTING SYSTEMS. NORFOLK STREET cv C2 C1 C1 ��V v �� k,1EXISTING BEACON AVE LIGHTING CIRCUIT IS SERVICED BY NEW NORFOLK ST STREET I Q LIGHTING CIRCUIT. SPLICE IS IN NEW PULL - BOX AT NW CORNER OF BEACON/NORFOLK 1 2 3 4 5 6 7 j LLJ QV TO C2 PROJECT NOTES. (FOR THIS SHEET ONLY) 2"C, 2#8 (210V STREET LICIITINC) 1#8 (CROUND) 2"C, 4#0 (240V STREET LIGHTING) 1#0 (OROUND) 3 MAINTAIN EXISTING LIGHTING CIRCUIT AB 2"C 2#8(STREET LIGHT) 1#8(GROUND) 2#8(120V RECEPTACLES LIGHTING) 2"C, 4#8 (240V STREET LIGHTING) 1#8 (GROUND) POLE 2#0 (120V DUS SI IELTCR LICIITINC), 1#8 (GROUND /RECEPTACLE CIRCUIT) 2"C, 2#8 (120V BUS SHELTER LIGHTING)r'1#8 (GROUND) FURNISH AND INSTALL TYPE III —AF SERVICE EQUIPMENT ENCLOSURE PER DETAILS ON STANDARD PLANS ES -2C AND ES -2D. DOOR OF ENCLOSURE SHALL FACE SOUTH. SEE ALLEY LAYOUT AND PROFILE PLANS FOR LOCATION DETAILS. ENCLOSURE SHALL CONSIST 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/POLE IRRIGATION (METERED) — 20A, 120V, 1P CIRCUIT BREAKER RECEPTACLES SPARE (METERED) — 15A, 120V, 1P CIRCUIT BREAKER BUS SHELTER SHOWN FOR REFERENCE ONLY. SEE LANDSCAPE PLANS FOR BUS SHELTER LIGHTING AND CONDUCTOR INSTALLATION DETAILS. ABANDON EXISTING CONDUIT CROSSING NORFOLK STREET. REPLACE WITH NEW 2"C AND CONDUCTORS OF SAME QUANTITY AND SIZE AS EXISTING TO MAINTAIN EXISTING LIGHTING CIRCUIT ON DAKOTA AVENUE. C1 LEGEN D: (FOR THIS SHEET ONLY) O NEW ELECTROLIER WITH 150W MH POST —TOP C2 LUMINAIRE WITH TYPE III DISTRIPUTION (SHOWN FOR REFERENCE ONLY). INDICATES LIGHTING CIRCUIT C1 GO NEW ELECTROLIER WITH DUAL 150W MH POST —TOP LUMINAIRES WITH TYPE III DISTRIBUTION (SHOWN FOR REFERENCE ONLY). C, EXISTING ELECTROLIER TO REMAIN Q Q Q AB MAINTAIN EXISTING LIGHTING CIRCUIT MAINTAIN EXISTING `yam LIGHTING CIRCUIT Underground Service Alert oRE Call: TOLL FREE 1-800-642-2444 IMO RORKWG DAYS BEFORE YOU DIG 50 1"= 50' 0 50 100 GRAPHIC SCALE DWG NO: 2 OF 4Z NORFOLK STREET REHABILITATION/STREETSCAPE DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA ep Transportation Consultants 3685 Mt. Diablo Blvd. 775 Sunrise Ave. Sults W2 tai, CA 94549 RwadH. CA 95861 21)284-3200 (916) 773-1900 Fehr & Peers Assodatesr Inc DATE: NO. REVISION DATE SCALE: AS SHOWN 0 AS BUILTS KL 12/01 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 SHEET NO: El CASE 1 DRAWER 14 SET 44 + AS BUILT FILE NAME: L1 480L01 PCP NAME: ACAD ArarAPIi` IPPF /itresawit i airy _p — Prat PROP ED BRI ' E, SEE IVIL DR � INGS DIAN T� ATMEN �VF T BRID3+0�4 reA ens b . APS, SAWS ItaSaprA______//.I_7amraninlii►,` "+ vallim 97 Ty r � O ;` I 0 ¶IAN 66 MEDI ir) , A WS I C I � �ATPL� .. ► I i I rakaralirramiwarairi Klanalrie zudillara ir ANIPAPSWAVarariar ,...s . flash 'l�ipp, L4.2 � TWIN HEAD BANNER / POLE 3 TYP. Il igi :;t_ . : 4 a Art a Elata_ 5+00 EMI_ _1► : _ '��aa 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 DUTTD M L EY Urban Design S Planning District Revitalization Street E Plaza Design ■ 47 Kearny Street Suite 500 San Francisco. CA 94196 phone 415.291.9455 fax 415.291.9633 ■ NO. 0 0 In O NORFOLK STREET N -LINE MEDIAN TREATMENT 'A' in STREET LIGHT (5) TYP (THIS SHT) THIS WORK NoT 1s*Cl.ii,ubtb 1N T1l11S C TR,Act REVISION AS BUILTS DATE KL 12/01 SCALE: AS SHOWN NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34". DRA N BY: SHEET TITLE: N N CD BUS SHELTER N N co 20 EQUAL PANELS 0 NORFOLK STREET LANDSCAPE PLANS LAYOUT PLAN MATCHLINE L1.3 89' LEFT (OF N -LINE, TYP) MEDIAN TREATMENT 'A' SHEET NO: L1.1 CASE 1 DRAWER 14 SET 44- : I FILE NAME: NorfollLX1 i i i 8+00 0 TREE GRATE (15) LOCATIONS T P. 4 L4.2 STREET LIGHT. (11) LOCATIONS TYP. MEDIAN TREATMENT A' ` L4.1 4 O N 00 9+00 c0 4 MEDIAN L4.1 l TREATMENT 'A 10+00 PLAN II H AI* A 0 N + co 0 N + 0) 0 t0 + 0) O S Q 231 I NTA 38 EQUAL PANELS YP 0 to O 0 11+00 NORFOLK STREET 5 11 CARY AVEN U E I. (0 0) '12+00 13+00 O i0 N TWIN H AD BANNER POLE, (3) TYP. 1 L4.2 N Le) N O N E±n\ J DAKOTA AVENUE 20' 0' 10' 20' 40' iQ 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 BDTTD ML EY Urban Design S Planning District Revitalization Street B Plaza Design 47 Kearny Street Suite 500 San Francisco, CA 94108 phone 415.291.9455 fox 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 PLAN LAYOUT PLAN KEYMAP 28 eF42 SHEET NO: L1.2 CASE 1 DRAWER 14 SET 44 ASBUILT FILE NAME: NorfollLX1 T £ B, I t@ i R a J I I it I � j 3 1 s I 224' LEFT E E { i ! J i j C TF EF 1 9RATE. 4� � Jai (3) 1 LYI Lv 179' LEFT Ijl 'L ATIONSE TYP. L4� 1 I 134' LEFT LIJ N O V, MATCHLINE L1-1 C / (OF N -CLINE, TYP) ' , 'i 9 T t €g@ f i f I I i £ £ t LLL 4k f f�� i a I fi ,, Y 9 aor TS20' 0' 10' 20' 40' 4 KEYMAP T.- Or 42. NORFOLK STREET REHABILITATION AND SAN MATED CREEK CONTROL IMPROVEMENTS DEPARTMENT OF PUBLIC WORKS, CITY SAN MATEO, CALIFORNIA FLOOD OF SAN MATEO FREEDM AN T UN N BOTTOMLEY Urban Design District Street 6 . c s 47 Keernv Street Suite 599 San Francisco, CA94I99 phone 415.291.9455 E Planning fax 415.291.9633 Revitalization Plaza Design . LAYOUT NO. REVISION DATE SCALE: AS SHOWN SHEET TITLE: NORFOLK STREET LANDSCAPE PLANS PLAN SHEET NO: L1.3 "t s `"° NOTE: THIS DRAWING Is REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34". /� � EVAgf� t /" - vaysnna /31/700D r sj nu Q+/ DESIGNED BY: CASE 1 DRAWER 14 SET 44 OF C A,% ____ DATE: DRAWN BY: CHECKED BY: ASBUILT FILE NAME: NOrfOIILXI LEVEE LL 'ASS CO UITS T UGH L- E WALL E SOUT LEVEE WA PLANS) IDGE (SEE S ASS C WALL WAL NORFOLK STREET REHABILITATION AND SAN MATEO CREEK FLOOD CONTROL IMPROVEMENTS DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA SSN G 1 CTU R ITS TH E SOUT LANS) FREEDMAN TUNG & B OT TOML EY Urban Design & Planning District Revitalization Street & Plaza Design ■ 47 Kearny Street Suite 500 San Francisco, CA 94108 phone 415291.9455 fax 415291.9633 TWO ADDITIONAL GATE VALVES AND TWO ADDITIONALREMOTECONTRO V ' - S L ADDED TO THIS AREA CONTROLLER LOCATION REFER TO NOTE #5 SEE SHEET L4.5 -ONE ADDITIONAL GATE VALVE AND ONE ADDITIONAL REMOTE CONTROL VALVE ADDED TO THIS AREA DATE REVISION AS BUILTS CONNECT 414b ACTlvtt,,TE. LEVEE WALL- taa%SAT 1©*4 S%(SarEM tNSTALLEb 5%( 0 TIME St S. NORFOLK STREET ACTUAL METER P.O.C. LOCATION DATE KL 12/01 FOR FUTURE IRRIGATION: 4" SLEEVE 2" MAIN REMOTE WIRES /4!, REVISED BACKFLOW ,„„e•PREVENTER LOCATION (I-) MAINLINE SHOWN IN STREET FOR GRAPHIC CLARITY ONLY. PLACE IN MEDIAN STRIP. LU7 RTRIGATIO\ SYSTEM LEGE\) NI IRRIGATION WATER METER -1" —BY OTHERS 2 IRRIGATION BACKFLOW PREVENTION DEVICE —FEBCO 5Y BV 1.25" 1.50 c CONTROLLER ASSEMBLY —ETS—CA1—IR1-18 S REMOTE CONTROL VALVES —IRRITROL-200B SERIES • QUICK COUPLING VALVES —RAINBIRD-44LRC ►ti GATE VALVES —NIBCO—T113—IRR—LINE SIZE -0 6" POP—UP SPRAY HEADS —TORO-570Z-6P—COM—SB-180—PC2 A 6" POP—UP SPRAY HEADS —TORO-570Z-6P—COM-5F—PC O BUBBLERS —FLOODING —TORO-514-20 IRRIGATION SUPPLYLINE —1120/SCHEDULE 40 PVC PIPE —18" COVER IRRIGATION SPRINKLERLINE —1120/CLASS 200 PVC PIPE —12" COVER E ELECTRICAL CONDUIT —1120/SCHEDULE 40 PVC PIPE —24" COVER SLEEVING —1120/SCHEDULE 40 PVC PIPE —24" COVER _ _ _ _ _ BRIDGE CROSSING —SEE STRUCTURE PLANS C-16 CONTROLLER STATION NUMBER 6 GALLONS PER MINUTE THROUGH VALVE 1.00" CONTROL VALVE SIZE 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 PLAN SHEET NO: AS BUILT DRAWER FILE NAME: PCP NAME: 4V_PSE-LPCP + • ), w >, w, rY 0 2 CO, MAINLINE DELETE? W O • w LL • 0 0 00I Doi fx -11 aaI '12 w . �O \ J J \ z J O 3 tiiw o cc z (-11/2 3„ E �8+oo • I • 3 1° 0 1/2" F- U) LU _w_ V) MATCHLINE 2" 3/4" " 3/4" 8 5 11 14 1 2 9 NORFOLK STREET 3/4" 1.00 1.00 3/) 11/4" 10 13 1.00 ) -'3" 1-1/2' 3/4" 3" /2 + 0r 11/i" /4" 11 22 1.50 lf 20' 0' 10' 20' 40' MAINLINE SHOWN IN STREET FOR GRAPHIC CLARITY ONLY. PLACE IN MEDIAN STRIP. c /c iN 11117-111 3 11+00 N 2" x 12+00 x x x 2" x 13+00 3/4" 2'LY 2 C) I 2" x x x J PIGATION SYSTEM LEGE\ D E IRRIGATION WATER METER -1" IRRIGATION BACKFLOW PREVENTION DEVICE CONTROLLER ASSEMBLY REMOTE CONTROL VALVES QUICK COUPLING VALVES GATE VALVES 6" POP-UP SPRAY HEADS 6" POP-UP SPRAY HEADS BUBBLERS -FLOODING IRRIGATION SUPPLYLINE IRRIGATION SPRINKLERLINE ELECTRICAL CONDUIT SLEEVING BRIDGE CROSSING CONTROLLER STATION NUMBER GALLONS PER MINUTE THROUGH VALVE CONTROL VALVE SIZE - BY OTHERS -FEBCO-825Y-BV_1...25- 1.50" -ETS-CA1-IR1-18 -IRRITROL-200B SERIES - RAINBIRD-44LRC -NIBCO-T113-IRR-LINE SIZE - TORO -570Z-6P-COM-SB-180-PC2 -TORO-570Z-6P-COM-5F-PC - 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 N 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 Keamy Street Suite 500 San Francisco, CA 94108 phone 415291.9455 fax 415291.9633 DATE: NO REVISION DATE SCALE: AS SHOWN AS BUILTS KL 12/01 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 PLAN SHEET NO: L2.2 CASE 1 DRAWER 14 SET 44 AS BUILT FILE NAME: PCP NAME: 4V_PSE-I.PCP x MATC LI\ 3/4 3/ L2.1 REVISION 1, o % 1.00 w w • w o � Lo O _ wN �z o O J � "4 a 3 w 0 No >- rn J J Z w Ili it, w o zI- x ci • • • P IGATIO\ SYSTEN LEGF\ D IMI n • A 0 E IRRIGATION WATER METER -1" IRRIGATION BACKFLOW PREVENTION DEVICE CONTROLLER ASSEMBLY REMOTE CONTROL VALVES QUICK COUPLING VALVES GATE VALVES 6" POP-UP SPRAY HEADS 6" POP-UP SPRAY HEADS BUBBLERS -FLOODING IRRIGATION SUPPLYLINE IRRIGATION SPRINKLERLINE ELECTRICAL CONDUIT SLEEVING BRIDGE CROSSING CONTROLLER STATION NUMBER GALLONS PER MINUTE THROUGH VALVE CONTROL VALVE SIZE - BY OTHERS - FEBCO-825Y-BV--1.25" 1.50'' - ETS-CA1-IR1-18 -IRRITROL-200B SERIES -RAINBIRD-44LRC -NIBCO-T113-IRR-LINE SIZE - TORO-570Z-6P-COM-SB-180-PC2 -TORO-570Z-6P-COM-5F-PC - 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 ci J of -:"42. 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 415291.9633 ■ DATE: NO DATE SCALE: AS SHOWN AS BUILTS KL 12/01 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 PLAN SHEET NO: L2.3 CASE 1 DRAWER 14 SET 44 AS BUILT FILE NAME: NorfoILX1 PCP NAME: 4V PSE-I.PCP NOTE: 39-15 GALLON "MYOPARUM LAETUM"TREES PLANTED IN THIS AREA. SEE SHT LW10 Canary Island Date Palm Art'-.��I�+O� I I, 1 =1 alliErallir a��iil♦A:w'wT'[w'wi1dr iw;w:Aw:i��iw:wi^OP/wri101111 �wilw'w irrI� r, 'alien; an, 1 i��anso ♦r��n��L_J sr�V�rnrrnrsoseseit. `i�s 4'4 V Vr Watsr.V in PANT. 1W at* Altnir ,I aras.--...n.daraireallrata iJ 1, V 4earreareparr / vlWWe 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. 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 FREE DM A N J U N G B UNTO UPI Urban Design S Planning District Revitalization Street B Plaza Design tv 0 MN/ •1011111111111111111.1M10 IF AMMO"- '•1•M=11/ ISOM= Stott AMSiii'r::r'enne1101110111 .,:o:•OAP isi l y NOTE: THE TREES ON SHOREVIEW WERE DELETED FROM THIS PROJECT. ONLY THE GRATES WERE INSTALLED. AT OTHER TREE WELL LOCATIONS THE WHITE ASH WAS REPLACED BY AUTUMN PURPLE VARIETY. STREET TREE PLANTING"2" TYPICAL MATCHLINE L3.3 Fraxinus americana YYI IILC /1511 AUTUMN PURPLE 4 : Fraxinus Americana 24" Box White Ash AUTUMN PURPLE 7rr77r�Tl is r r 1 w:�l[:[►w:wlr-i wrreww�sw�Iw'Tiww�►^�ii►www�Lowwwll �rw��ww.w.•.�i[.w.w.wbIMBAw:001111:w:w:w YR� alsec.ak-ai: :alleiti:r:AN: : )•V[MINISISSI:rAr' IOL— [111:01 rrMACID >LA� AILILO.LrrrrJ tv Mr' TREET 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. 13 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 415.291.9455 fax 415.291.9633 DATE: NO. 0 REVISION AS BUILTS DATE KL 12/01 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: NORFOL New Zealand Flax KEYMAP 20' 0' 10' 20' NORFOLK STREET LANDSCAPE PLANS PLANTING PLAN SHEET NO: CASE 1 AS8 U I L ( FILE NAME: NorfollLXl DRAWER 14 or 42.. SET 44 SEE SHEET L3.1 FOR PLANTING NOTES 20' 0' PALM TREE PLANTING, TYP 10' 20' 40' aQ 122 Phormiurn tenax 'Atr NORFOLK STREET REHABILITATION AND SAN MATEO CREEK FLOOD CONTROL IMPROVEMENTS DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA purpurea' 8 Fra nus americana 24" Box -Whitt Ash AUTUMN PURPLE FREEDM A N J U N G HUTTD ML EY Urban Design a Planning District Revitalization Strelet S Plaza Design STRBET TREE PLANTING{ T 1`YPICIAL 47 Kearny Street Suite 599 San Francisco, CA 94108 phone 415.291.9455 fax 415.291.9633 ■ \. EYAgf An. re vav2ooD Renewal IMie DATE: NO SHRUB PLANTING TYP. 11+00 L4.4 5 Phoenix canariensis 20 BTF Canary Island Date Palm REVISION AS BUILTS DATE KL 12/01 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: 1 7 12+00 Fraxinus americana NORFOLK STREET SHEET TITLE: 13+00 z NORFOLK STREET LANDSCAPE PLANS PLANTING PLAN -T DAKOTA AVENUE KEYMAP 34 OF -42 SHEET NO: L3.2 DRAWER SET 44 AS BUILT FILE NAME: NorfolLLX1 PCP NAME: 4V PSE-I.PCP 2 3 Fraxinus Americana 2$" Box Whitc Aah ONLY TREE GRATES AND IRRIGATION STUB OUTS PROVIDED. TREES TO BE INSTALLED IN FUTURE BY OTHERS. MATCHLINE L3.1," i i STREET TREE IILANTIN TYPICAL € I �t 2 L4.4 SEE SHEET L3.1 FOR PLANTING NOTES 20' 0' 10' 20' 40' KEYMAP 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 BUTTU M L EY Urban Design & Planning District Revitalization Street & Plaza Design ■ 47 Kearny Street Suite 590 San Francisco, CA 94108 phone 415.291.9455 fax 415.291.9933 DATE. NO A REVISION DATE SCALE: AS SHOWN AS BUILTS KL 12/01 NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34". DESIGNED BY: DRAWN BY: CHECKED HY: SHEET TITLE: NORFOLK STREET LANDSCAPE PLANS PLANTING PLAN SHEET NO: 35 OF 42. L3.3 CASE 1 AS BUILT DRAWER 14 SET 44 FILE NAME: Norfolh_X1 + 1" PVC SPRINKLER LINE (BY OTHERS) 12' 12' r(Typ, term) ® C�1 GATE VALVE & REMOTE CONTROL VALVE (BY OTHERS) DETAIL A NO SCALE 1 1/2" SUPPLY LINE (BY OTHERS) * 12' DETAIL B NO SCALE TOP OF BUBBLER (BY OTHERS) 3" ABOVE ROOT BALL FLEXIBLE HOSE (BY OTHERS) FG CREEK SIDE 12" SPRINKLER LINE (BY OTHERS) LOW VOLTAGE WIRES] (BY OTHERS) LEVEE WALL (BY OTHERS) PLANT ROOT BALL SUPPLY LINE (BY OTHERS SECTION AT PLANT LOCATION NO SCALE LEGEND: NOTES: w ® o ,1 i Y� I ''\ 55 Parthenocissus Tricuspidata SEE LANDSCAPE PLANS z --- i i - NORM - - , 1" PVC SPRINKLER LINE -Lgal Boston_Lvy_ — . __ -OTHERS --11/2---x ' 2x � �� ----------- -1 SAN MATEO CREEK ____.__ __- - r -- _- _ •- , — 4+00 5+00 6+00 7+00 - — _ .. .. 1 -- -e - fir `� _ (J) •. Q z+oo ALLEY 3+00 4+00 ! f V m oa - --t- X M - -_� SEE DETA - — — — — —� ---�— THIS SHE q T ___ D m 1--- ----• x I D r 1 I 4 r- 1 0 �r r m O 1 ` En U N N PLANT (BOSTON IVY) BUBBLER (CALTRANS TYPE IV, 0.25 GAL/MIN) (BY OTHERS) 1 1/2" SUPPLY LINE (BY OTHERS) 1" PVC SPRINKLER LINE (BY OTHERS) 1. IRRIGATION SUPPLY LINES AND BUBBLERS INSTALLED UNDER ANOTHER CONTRACT, BY OTHERS. 2. BUBBLER AND PLANT ARE PLACED EVERY 12 FEET. SEE DETAIL "A" AND SECTION AT PLANT LOCATION, THIS SHEET. \ -0- 1" PVC SPRINKLER LINE 11+00 /-- �u 0 ` 4 Q , —4 - LJ T -0- t, --••••.„, SEE TAIL A THIS SHEET 56 Parthenocissus Tricuspidata st"on Ivy - FOR ADDTNL. PLANTING OF 39-15 GAL "MYOPARUM LAETUM" TREES PLANTED IN THIS AREA SEE SLIT. LWIO Parthenocissus Tricuspidata Bus I. ur r-t+ty --_ ___ T \ \ LEVEL.WALL (TYP) Y OTHERS \ LEVEE WALLFOOTING (TYP \ ...W Y — ------------ SPN " PVC SPRINKLER LINE -0-Ti \ i SEE D THIS TAIL iEET MATCH LINE NO SCALE DWG NO: C OF4L NORFOLK STREET REHAB I LITATI ON / STREET S CAPE DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA MASH THOMAS & CO. INC. CONSULTING CIVIL ENGINEERS & MUNICIPAL PLANERS OFFICES IN SAN JOSE, CUPERTINO, FREMOPM, REDWOOD CITY, SACRAMENTO, SALINAS AND WALNUT CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94083 TELEPHONE: (650) 363-8277 DATE: 05/08/00 J. ANTINI No 51415 Exp06/30/02 , CIVIL 2 NO. REVISION DATE SCALE: AS SHOWN AS BUILTS KL 12/01 NOTE: THIS DRAWING IS REDUCED AND NOT TO SCALE IF SHEET SIZE IS SMALLER THAN 22" x 34". DESIGNED BY: J. VU, B. LEVEEN DRAWN BY: J. VU CHECKED BY: B. LEVEEN SHEET TITLE: SOUTH LEVEE WALL PLANTING PLAN SHEET NO: L3.4 CASE DRAWER SET 1 1 4 44 AS BUILT FILE NAME: 981841W9 PCP NAME: 4V_PSE-n.PCP + LEVEE WALL FUTURE 1 1/2" I CONNECTION (BY OTHERS) ROOT BALL 18" CREEK SIDE 1 1/2" GATE VALVES (NIBCO — T113) DETAIL A / \ NOT TO SCALE PLANT TIE ALL STAKES \ TOGETHER WITH CONTINUOUS LENGTH OF 9 GUAGE GALVANIZED STEEL WIRE; DO NOT TIE BRANCHS-- TIE STAKES ONLY 2" DIAMETER LODGEPOLE PINE STAKE (TYP), LENGTH AS REQUIRED 3" BASIN WITH 2" MULCH PLANTING SOIL (1/3 NITROGEN FORTIFIED WOOD RESIDUAL AND 2/3 NATIVE SOIL. ADD THREE 10 —GRAM PLANT TABLETS, EVENLY SPACED AROUND TREE.) -a— 6" MIN. ALL AROUND PLANTING DETAIL NOT TO SCALE LEGEND: 1 1/2" SUPPLY LINE (SEE SHEET LW9) GCPLANT (MYOPORUM) (BY OTHERS) BUBBLER (CALTRANS TYPE IV, 1.0 GAL/MIN) 1 1/2" SUPPLY LINE PVC SPRINKLER LINE NOTES: 1 1/2" SUPPLY LINE (SEE THIS SHEET) 1 1/2" SUPPLY LINE CREEK SIDE LEVEE WALL REMOTE CONTROL VALVE* (IRRITROL — 200B SERIES) 2" CONNECTION \SPRINKLER LINE (SEE BELOW FOR SIZING) 15' (TYP.) *NOTE: For remote control valve installation detail see response to RFI No. 68-002-00. 1. BUBBLER (BY CONTRACTOR) AND PLANT (BY OTHERS) ARE PLACED EVERY 15 FEET. SEE DETAIL "B" AND TYPICAL SECTION AT PLANT LOCATION, THIS SHEET. 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. 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'). Q 1 1 45' S \f r SEE DETAIL THIS SHEIT B DETAIL B NOT TO SCALE 11 LOL 9.0' CREEK SIDE LEVEE WALL PLANT (SEE PLANTING DETAIL) SPRINKLER LINE 18" SUPPLY LINE *NOTE: For details not shown, see "Section at Plant Location," Sheet LW9. 2" SUPPLY x PVC SPRINKLER ILI INE "--PVC— — "LW1" 13+50 (BEGIN) E\WALL (TYP) ALL FOO (TYP) 3.0' BUBBLER FLEXIBLE HOSE F.G. ROOT BALL TYPICAL SECTION AT PLANT LOCATION NOT TO SCALE 39 Myoporum Laetum (BY OTHERS) 15 q I. Myoporum (mu'kti—stem/tree form \ THESE 39 TREES WERE PLANTED IN THIS'EROJECT n � „LW1" 19+20 (END) ------------ ------------ d�- 1 SPN \ PVC SPRINKLER LINE \ • S(-iT: 36A OF42. SAN MATEO CREEK FLOOD CONTROL IMPROVEMENTS DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA MASH THOMAS & CO. INC. CONSULTING CIVIL ENGINEERS & MUNICIPAL PLANNERS OFFICES IN SAN JOSE, CIPERTINO, FREMONT, REDMOOD CITY, SACRAMENTO, SALINAS AND WALNUT CREEK 503 SEAPORT COURT SUITE 105 REDWOOD CITY dA 94063 TELEPHONE: (6t0 363-8277 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: B. LEVEEN CHECKED BY: SHEET TITLE: SOUTH LEVEE WALL PLANTING & IRRIGATION PLAN W 2 0 H Oic SHEET NO: LW10 CASE 1 DRAWER SET 14 -4.411. - AS BUILT FILE NAME: 98184_LW10 PCP NAME: 4V_PSE-I.PCP THIS WORK NOT OEb t$l 'THIS CoiJ tr*AGT. MITERED CORNER CURB, SEE CIVIL DRAWINGS CONCRETE PAVING W/ INTEGRAL COLOR. SEE CIVIL DRAWINGS AND SPECIFICATIONS. SCORE LINE w w U) CONCRETE WALL SEE CIVIL DRAWINGS CI_ MEDIAN TREATMENT 'A' CONCRETE CURB, SEE CIVIL DRAWINGS -\ 2, MUDDOX` "SPANISH MOSS" MEDIAN PAVERS #1379; SIZE 4"x 8" x 2'/<" MEDIAN rAVEnc, C"io"i.91/0" -PRONDUGTC conr. NAPA, CA 1 800 266 1727 V2' GROUT JOINT 1/2" MORTAR BED CONCRETE PAVER BED AND BAND, SEE CIVIL DRAWINGS. PLANTING AREA PLANTER WALL SEE CIVIL DRAWINGS PAVER BAND CONCRETE CURB SEE CIVIL DRAWINGS 2% SLOPE 4 G PAVER AT BAND AN FRANCISC MEDIAN PAVE AVAILABLE F PRODUCT 1-800-255 PLANTER 1% SLOPE PAVER AT WALL '70F42. ING W/ L COLOR. DRAWINGS CIFICATIONS NORFOLK STREET REHABILITATION AND SAN MATEO CREEK FLOOD CONTROL IMPROVEMENTS DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA FREEUM A N J U N G BUTTU M L EY Urban Design S Planning District Revitalization Street 6 Plaza Design • 47 Kearny Street Suite 500 San Francisca, CA 94188 phone 415.291.9455 fax 415.291.9633 DATE: Ill tire 7/21/2000 kW lMa NO. REVISION DATE SCALE: AS SHOWN AS BUILTS KL 12/01 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 CONCRETE PAVER SLAB SEE CIVIL DRAWINGS. SHEET NO: L4.1 CASE 1 DRAWER 14 SET 44 AS BUILT FILE NAME: Norfolk.,:(1 Pro NAME• AV ➢CV_I ➢r➢ WASHINGTON SERIES POSTLITE LUMINAIRE BY HOLOPHANE, OCC OI'C00 BOLT —ON LUMINAIRE ARMS WITH TENONS RECEPATACLE, SEC s COS: BANNER ARMS 13'-0" TWIN HEAD BANNER POLE 7' NORTH YORKSHIRE SERIES CAST IRON AND STEEL POST BY HOLOPHANE, CCC crcoc 270' ANCHORAGE DETAIL 18 ACCESS DOOR 020' BASE 90' 015' BOLT CIRCLE 011' OPENING #3 REBAR, SEE MANUFACURER'S SPECIFICATIONS NEW CURB, SEE CIVIL ENGINEER DRAWINGS NOTE: SEE PLAN FOR TREE GRATE LOCATIONS. SECTI 0\ C- C' TREE WELL TREE GRATE TREE GRATE: URBAN ACCESSORIES 3'x6' SQ. OT -TITLE 24 GRATE NEW CONCRETE PAVING STEEL ANGLE FRAME; URBAN ACCESSORIES STANDARD. NEW CURB AGGREGATE SUBBASE STEEL ANGLE FRAME; URBAN ACCESSORIES STANDARD. PEA\ S FRAME ASHINGTON SERIES POSTLITE LUMINAIRE BY HOLOPHANE, SEE srCO✓ RECEPTACLE, SEE SPECS. NORTH YORSKSHIRE SERIES CAST ALUMINUM POST BY HOLOPHANE, 3CE 3 [00• ANCHORAGE DETAIL 180' 020' BASE 270' ANCHORAGE DETN 90' 015' BOLT CIRCLE 012' OPENING TYPICAL STREET LIGHTING 2 1/2" CLR. 3"x1 1/2" T.S. 4" SQ TS POST TYP. 14 GUAGE. 2 NOTE: STREET LIGHTS & RAIL FENCE POWDER COATED WITH #RAL 6005 "MOSS GREEN" BY TIGER DRYLAC (TEL: 1-909-930-9100) CAST IRON POST CAP — JULIUS BLUM & CO. INC. # 5640 TYP. 3"x1 1/2" T.S. 14 GUAGE 2" DIAMETER HOLLOW STEEL BALL— J.G. BRAIN CO. # 84110 1" SQ. T.S. PICKET TYP. ® 5" O.C. 16 GUAGE. POST BOLTED TO CONCRETE SEE STRUCTURAL ENG. DRAWINGS ACCESS DOOR WASHINGTON SERIES POSTURE LUMINAIRE BY HOLOPHANE, a66F.6PE66. RECEPTACLE, SEE SPECS. NORTH YORKSHIRE SERIES CAST ALUMINUM POST, -SEE. . ANCHORAGE DETAIL 180' 017" BASE 270' 90' ANCHORAGE DETAIL 010 OPENING BRIDGE LIGHTING NOTES: 1. RAILING SHALL BE HOT -DIPPED GALVANIZED TUBING. 2. ALL WELDS SHALL BE ARC WELDED W/SMOOTH CONTINUOUS BEAD AND ALL WELDS SHALL BE GROUND SMOOTH. REMOVE ALL EXCESS SPLATTER AND SLAG. PRIME AND PAINT AS PER SPECIAL PROVISIONS. RAIL FENCE TOP AND BOTTOM RAIL TO FOLLOW FINISH GRADE. FENCE POSTS TO BE PLUMB. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENT. 5. CONTRACTOR TO PROVIDE SHOP DRAWING FOR APPROVAL PRIOR TO FABRICATION. 3'-0.5" 2" DIAMETER HOLLOW STEEL BALL— J.G. BRAIN CO. # 84110 CAST IRON POST CAP — JULIUS BLUM & CO. INC. # 5640 TYP. — 3"x1 1/2" STEEL RECTANGULAR TUBING 14 GUAGE. 1" SQ. STEEL TUBING INC, 16 GA. 5" O.C. L 00 7.0 4" SQ TS POST TYP. 14 GUAGE. ORNAMENTAL FENCE PI TYP. 5' O.C. 3"x1 1/2" STEEL RECTANGULAR TUBING 14 GUAGE. NORFOLK STREET REHABILITATION AND SAN MATEO CREEK FLOOD CONTROL IMPROVEMENTS DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA FREE DM A N J U N G S BOT T D M L EY Urban Design B Planning District Revitalization Street B Plaza Design ■ 47 Kearny Street Suite 590 San Francisco. CA 941118 phone 415.291.9455 fax 415.291.9633 DATE: NO REVISION DATE SCALE: AS SHOWN AS BUILTS KL 12/01 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: dr 4 L4.2 CASE 1 DRAWER 14 SET 44 AS BUILT FILE NAME: Norfolk_X1 PCP NAME. AV PSF_T Pt 'P 3'-9 1/4" 8'-7 1/2" ROOF TRIM 3'-9 1/4" 8'-4 1/2" 1'-8 1/2" 6'-8" r 0 0 0 0 0 FRONT ELEVATION 4'-0" GLASS O // 1 0 0 0 0 0 0 8'-7 1/2" OVERALL ROOF 3/4" aY 4'-0" GLASS POWER SUPPLY LEG 2'-0" GLASS 2'-4 1/2" TRANSIT 3 SEAT BENCH DISPLAY 36" FLUORESCENT STRIP FIXTURE AT EACH END TO PROVIDE A MINIMUM 5 FOOT CANDLES AT 5'-O" POWER SUPPLY TO BE 115V 2'-0" G SS PLAN BELOW ROOF BUS SHELTER 2'-4 1/2" 4'-8" (2)ROOF BEAMS OUTLINE OF ROOF ABOVE END ELEVATION NOTE: PRODUCED BY DAYTECH. ACC cram -Km -now.: FOR MODEL NOTE: -SPACING ON ALUCOBOND ROOF MATERIAL HAS BEEN REDUCED NO NIL -PRE DRILL BEFORE USING TEK SCREWS -HEADROOM AT DOORWAY TO BE 6'-8" MINIMUM -SHELTER TO BE ACCESSIBLE BY WHEEL CHAIRS 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 E BUT T O ML EY Urban Design li 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: SHEET TITLE: NORFOLK STREET LANDSCAPE PLANS LANDSCAPE DETAILS *Hi or42. SHEET NO: L4.3 CASE DRAWER 1 14 as - UILil SET 44 FILE NAME: Norfolk_X1 12" MIN.3-4 FEET 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. LANT PIT ATIVE SOIL PALM TREE PLANTING (2) 10' LODGEPOLE STAKES 6" MIN. CLEARANCE J FROM TOP OF TREE STAKES TO LOWEST BRANCH CABLE AND HOSE STRAPS, MIN. 2 PER TREE 1/4" EYE BOLT THROUGH POLE TO SECURE STRAP TREE GRATE EXTEND STAKES INTO UNDISTURBED SOIL STREET TREE PLANTING TOP OF ROOTBALL TO BE 1" HIGHER THAN SURROUNDING SOIL GRADE, SOIL GRADE FOR SIDEWALK PLANING 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 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 /AO o . 42. NORFOLK STREET REHABILITATION AND SAN MATEO CREEK FLOOD CONTROL IMPROVEMENTS DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA FREEDM A N T U N G a BOTTOM L EY Urban Design 6 Planning District Revitalization Street G. Plaza Design ■ 47 Kearny Street Suite 500 San Francisco. CA 94108 phone 415.291.9455 fax 415.291.9633 ■ 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: SHEET TITLE: NORFOLK STREET LANDSCAPE PLANS PLANTING DETAILS SHEET NO: L4.4 CASE 1 DRAWER 14 SET 44 DATE. CHECKED BY: AS BUILT FILE NAME: NOrrak�(1 I RR CAT 0 CO ENHANCED TECHNICAL SERVICES CONTROLLER ASSEMBLY WITH MOUNTING PLATE. 6" TYP ALL SIDES CONCRETE PAD: 6 —INCH MINIMUM THICKNESS FINISH GRADE, SEE PLAN PVC SCH 40 CONDUIT, FITTINGS AND SWEEP ELL SIZE PER SPECIFICATIONS. WIRES TO REMOTE CONTROL VALVES PVC SCH 40 CONDUIT, FITTINGS AND SWEEP ELL TO POWER SUPPLY, SEE ELECTRICAL ENGINEER DRAWINGS \TROLL R 111-111 HI —HI HI -1 I FLOOD B,BB TORO 670 CEPIEC FLOOD BUBBLER 0 0 APPROVED BACKFILL Et - I -1 NIPPLE I I I -III= LATERAL TEE LATERAL PIPE -R 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 NOTE: 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. Q K CO P �R 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 COPPER PIPE FROM POINT —OF —CONNECTION LE MEUR PROTECTIVE LOCKING BOX SIZED ADEQUATE TO ACCOMODATE HINGED ACCESS LOCKING. REDUCED PRESSURE BACKFLOW PREVENTER FEBCO 825Y-3/4" BRASS MALE ADAPTER (1 OF 2) BRASS UNION (1 OF 2) BRASS 90' ELL (1 OF 4) COPPER PIPE IN BLDG. (TYPICAL) CONCRETE PAD BRASS FEMALE ADAPTER IRRIGATION MAINLINE PIPE MORTAR BLOCK (TYPICAL) NOTE: 1. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. SECTION BAC< FLOW 2 R -V -R R V 0 T 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 CO\TROL_ VALV S RA" MPR PLUS NOZZLES (SIZE PER PLAN) AD NOTE: INSTALL SPRINKLER AT FINISHED GRADE APPROVED BACKFILL TORO 570Z -4P MANUFACTURED SWING JOINT LATERAL PIPE LATERAL TEE SPRINKLER IR IGATIO\ SYSTEM NOTES 1. 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 LETTERS 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. NORFOLK STREET REHABILITATION AND SAN MATEO CREEK FLOOD CONTROL IMPROVEMENTS DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATEO, CALIFORNIA FREEDMAN TUNG & B OT TOML EY Urban Design & Planning District Revitalization Street & Plaza Design ■ 47 Keamy Street Suite 500 San Francisco, CA 94108 phone 4152919455 fax 415291.9633 ■ 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 IRRIGATION DETAILS 47/ OP 42 SHEET NO: L4.5 CASE 1 DRAWER 14 SET 44 AS BUILT FILE NAME: PCP NAME: 4V_PSE-I.PCP COLD PLANE AC PAVEMENT LOCATION 0.15' SF N 4+50 TO 5+00 496 N 5+00 TO 5+30 RT 120 N 7+60 TO 7+98 RT 136 N 7+70 LT (SHOREVIEW) 490 N 7+70 TO 8+00 LT 116 N 10+60 TO 10+90 RT 120 N 13+65 TO 13+89 LT 96 N 13+65 TO 13+89 RT 96 N 14+20 164 TOTAL 1834 ROADWAY EXCAVATION LOCATION 2.25' CY N 4+80 TO 5+15 200 N 5+15 TO 14+18 5300 TOTAL 5500 REMOVE CONCRETE LOCATION SIDEWALK, DRIVEWAY MEDIAN CURB & GUTTER SF LF N 4+55 TO 5+15 LT 300 60 N 5+15 TO 7+55 LT 1325 265 N 5+45 TO 7+55 1230 414 N 5+35 TO 10+60 RT 2775 555 N 7+60 LT (SHOREVIEW) 1250 250 N 8+00 TO 10+75 LT 1460 292 N 8+10 TO 10+50 1422 480 N 10+75 TO 13+40 LT 1325 265 N 10+95 TO 13+40 RT 1285 257 Al 0+50 TO 0+65 250 50 TOTALS 12622 2888 MINOR CONCRETE (MISC CONSTRUCTION) 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 4+80 TO 5+15 RT 97 43 36 N 4+80 TO 5+15 LT 84 37 31 N 5+15 TO 10+75 RT 1240 529 458 N 5+15 TO 10+75 LT 1184 504 437 N 7+65 LT (SHOREVIEW) 54 51 N 7+75 RT 82 36 31 N 7+75 LT 71 31 27 N 10+75 TO 13+40 1073 472 401 N 13+40 TO 14+18 131 233 Al 0+70 TO 1+40 61 20 Al 1+40 TO 4+57 253 82 N 4+70 LT 1 80 N 8+40 LT 2 156 N 9+10 LT 8.5 780 N 9+50 LT 3.5 230 N 10+75 LT 95 2792 N 12+15 LT 2.5 230 N 12+15 RT 3 210 Al 0+48 1.5 147 FROM MINOR CONCRETE TABLE 517 TOTALS 3831 2668 1807 117 4625 LOCATION AGGREGATE BASE (CLASS 2) CURB & GUTTER (TYPE A) CURB & GUTTER (TYPE B3) CURB WALL (TYPE C) PLANTER WALL ORNAMENTAL RAILING FOOTING VALLEY GUTTER SIDEWALK & CURB RAMPS DRIVEWAY SIDEWALK REINFORCING MEDIAN NOSE PAVING BUMPER STOPS (TYPE 1) (TYPE 2) TON LF LF LF LF LF SF SF SF SF LF SF EA N 4+50 TO 5+15 LT 16 23 184 400 5 N 5+15 TO 10+75 LT 126 402 112 3010 1424 900 80 N 5+30 TO 10+60 RT 112 515 413 3881 800 37 N 5+47 TO 7+52 25 422 400 80 N 6+80 TO 7+30 LT (BUS) 500 N 7+60 LT (SHOREVIEW) 57 215 1685 340 N 8+12 TO 10+47 28 482 460 80 N 8+20 TO 8+70 RT (BUS) 500 N 10+75 TO 13+40 LT 60 167 120 997 1014 N 10+90 TO 13+40 RT 51 202 1179 496 Al 0+50 TO 0+59 11 18 96 264 Al 0+59 TO 1+40 7 7 176 Al 1+40 TO 4+57 24 638 SUBTOTAL 517 TOTALS 1542 904 239 860 413 814 11032 4938 1700 85 160 37 MARKINGS LOCATION MARKING DETAIL THERMOPLASTIC PAINT CURB 10 22 23 29 38 8 39 39 E -0 - LINES ARROWS WORDS 4" YELLOW 4" WHITE 12" WHITE TYPE IV (R,L) TYPE VI TYPE VII (L) BIKE LANE "STOP" "BIKE" "LANE" LF LF LF LF LF LF LF LF LF LF LF LF SF SF SF SF SF SF SF LF N 3+70 TO 5+40 320 190 80 22 N 5+40 TO 14+18 860 50 230 400 50 60 1070 405 30 100 820 30 126 27 49 220 40 48 62 Al 3+00 TO 4+25 20 TOTALS 1180 50 230 400 50 60 1070 405 220 100 20 900 30 126 27 49 242 40 48 62 DWG NO: 77'OF 4_ NORFOLK STREET REHABILITATION/STREETSCAPE DEPARTMENT OF PUBLIC WORKS, CITY OF SAN MATEO SAN MATED, CALIFORNIA MARK THOMAS its CO. INC. CONSULTING CIVIL ENGINEERS & MUNICIPAL PLAMIERS OFFICES IN SAN JOSE, CUPERTINO, REMIT, REDNOOD CITY, SACRAMENTO, SALINAS AND WALNUT CREEK 503 SEAPORT COURT, SUITE 105 REDWOOD CITY, CA 94063 TELEPHONE: (650) 363-8277 DATE: 05/08/00 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: Qi CASE 1 DRAWER 14 SET 44 AS BUILT FILE NAME: Norfolk_Q1 PCP NAME: 4V_PSE—n.PCP