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HomeMy Public PortalAbout3rd and 4th Avenues Streetscape and Pedestrian Improvments No. 463336Lt.] 0 0 g\6th Submittal \ 309 1CV6.DWG, P:AProjecis\2003V03 CITY OF SAN MATED 3RD & 4TH AVENUES STREETSCAPE AND PEDESTRIAN IMPROVEMENTS ABBREVIATIONS AB -AGGREGATE BASE AC - ASPHALT CONCRETE BW - BACK OF WALK BC - BEGIN CURVE B -BACK, BOTTOM BRW - BOTTOM RETAINING WALL CB - CATCH BASIN CL - CENTERLINE DIP - DUCTILE IRON PIPE E - ELECTRICAL, EXISTING (E) - EAST EC - END CURVE EL - ELEVATION FC - FACE OF CURB FDAC - FULL DEPTH ASPHALT CONCRETE FL - FLOW LINE G - GAS GB - GRADE BREAK HP - HIGH POINT INV - INVERT ELEVATION JT - JOINT TRENCH L - LEFT LF - LINEAR FEET LP - LOW POINT (N) - NORTH OH - OVERHEAD POWER LINE PED - PEDESTRIAN PL - PROPERTY LINE PT - POINT PVC - POLYVINYL CHLORIDE PIPE R - RIGHT, RADIUS OF CURVE RCP - REINFORCED CONC. PIPE S -SLOPE (S) - SOUTH SD - STORM DRAIN SDMH - STORM DRAIN MANHOLE SIC - SIGNAL INTERCONNECT CABLE SL - STREET LIGHT SS - SANITARY SEWER SSCO - SAN SEWER CLEAN OUT SSMH - SANITARY SEWER MANHOLE STD -STANDARD STA - STATION T - TELEPHONE, TOP TC - TOP OF CURB TYP - TYPICAL W - WATER (W) - WEST WM - WATER METER WV - WATER VALVE LEGEND DESCRIPTION PROPERTY LINE CENTERLINE CURB AND GUTTER CURB DRAIN SIDEWALK CITY SURVEY MONUMENT FIRE HYDRANTS ELECTROLIER PULL BOX SANITARY SEWER STORM DRAINAGE SANITARY MANHOLE STORM MANHOLE CATCH BASIN DRIVEWAY HANDICAP RAMP KEY TO CHANGES REGULAR FLAT GRATE INLET TREE GRATE 4' x 4' DETECTOR LOOP TO BE CONST. EXISTING — -PL.— AO A ovt Tr e • Vi% BASIS OF BEARINGS ICI fin) 1 0 H n W z THE MONUMENTED CENTERLINE OF SOUTH DELAWARE STREET BETWEEN 3RD AVENUE AND 4TH AVENUE AS SHOWN ON THAT CERTAIN MAP FILED IN BOOK 59 OF MAPS, PAGE 4 S.M.C.R. CENTERLINE BEARING TAKEN AS S41 °28'00"E. ENDO AUTOMOTIVE G CITY PROJECT NO. 463336 CITY OF SAN MATEO, SAN MATEO COUNTY, CALIFORNIA STPLH NO. 5102 (026) ---7- EAST 4TH AVENUE AGUIRRE INTERNATIONAL Cal Two Working Days 3efore You Dig! HONDA HOSPITAL 1 1 800-22/-2600 1 } I I TAKAHASHI GROCERIES 521 525 529 WING LAS FAT PALOMAS LAS CHECK LUCY'S LAPINATA CAZUELAS BAR 12 EXPRESS SALON MARKET TAOUERIA NO. 519 TACO BELL L JACK -IN -THE BOX EAST 4TH AVENUE -SPEEDY-- AUTO GLASS 76 GAS STATION VICINITY MAP N.T.S. ii I PROJECT SITE SCALE: 1' = 50" SHELL GAS STATION GAS & SHOP JIFFY LUBE SHELL CAR WASH DELAWARE CENTER CONSTRUCTION SITE re i. I� y O jsi!_ EAST 3RD AVENUE ORNEW CK SUNROCK I / INSURANCE FIXTURES & FAUCETS EAST 4TH AVENUE CHEVRON GAS GENERAL NOTE: 0 SIM } I I H ELL qSI 1. PHASING & ACCESS. CONTRACTOR SHALL MAINTAIN BOTH VEHICULAR AND PEDESTRIAN ACCESS THROUGHOUT THE PROJECT AT ALL TIMES UNLESS EXPRESSLY AUTHORIZED BY THE CITY TO DO OTHERWISE. THE FOLLOWING ARE MORE SPECIFIC PROJECT REQUIREMENTS, ALLOWABLES AND RESTRICTIONS. A. THE CONTRACTOR SHALL PROVIDE TEMPORARY PEDESTRIAN ACCESS TO PROPERTIES DURING ALL CONSTRUCTION PHASES. CONTRACTOR SHALL SUBMIT TO THE CITY A DETAILED PLAN SHOWING HOW THIS WILL BE ACCOMPLISHED. NO WORK SHALL PROCEED UNTIL SAID PLANS HAVE BEEN APPROVED BY THE CITY. B. CURB, GUTTER, DRIVEWAY AND SIDEWALK REMOVAL AND REPLACEMENT MUST BE KEPT ON ONE SIDE OF THE STREET, KEEPING THE OTHER SIDE FREE OF OBSTRUCTION FOR THE NEIGHBORHOOD'S SAFE USE. SHEET INDEX: CIVIL PLANS C-1 COVER SHEET C-2 4TH AVENUE EXISTING FACILITY PLAN C-3 4TH AVENUE EXISTING FACILITY PLAN C-4 3RD AVENUE EXISTING FACILITY PLAN C-5 3RD AVENUE EXISTING FACILITY PLAN C-6 4TH AVENUE DEMOLITION PLAN C-7 4TH AVENUE DEMOLITION PLAN C-8 3RD AVENUE DEMOLITION PLAN C-9 3RD AVENUE DEMOLITION PLAN C-10 4TH AVENUE IMPROVEMENT PLAN C-11 4TH AVENUE IMPROVEMENT PLAN C-12 3RD AVENUE IMPROVEMENT PLAN C-13 3RD AVENUE IMPROVEMENT PLAN C-14 GRADING & UNDERGROUNDING UTILITY PLAN C-15 GRADING & UNDERGROUNDING UTILITY PLAN C-16 GRADING & UNDERGROUNDING UTILITY PLAN C-17 CIVIL DETAILS C-18 CIVIL DETAILS C-19 CIVIL DETAILS C-20 CURB RETURN PLAN C-21 CURB RETURN PLAN C-22 CURB RETURN PLAN C-23 TYPICAL SECTION C-24 STORM DRAIN PROFILE LANDSCAPE PLANS LL -1 LANDSCAPE LAYOUT & PLANTING PLAN LL -2 LANDSCAPE LAYOUT & PLANTING PLAN LL -3 LANDSCAPE LAYOUT & PLANTING PLAN LL -4 LANDSCAPE LAYOUT & PLANTING PLAN LI-1 LANDSCAPE IRRIGATION PLAN LI-2 LANDSCAPE IRRIGATION PLAN LI-3 LANDSCAPE IRRIGATION PLAN LI-4 LANDSCAPE IRRIGATION PLAN LI-5 LANDSCAPE IRRIGATION PLAN ELECTRICAL PLANS E-1 ELECTRICAL GENERAL E-2 4TH AVENUE STREETLIGHT PLAN E-3 4TH AVENUE STREETLIGHT PLAN E-4 3RD AVENUE STREETLIGHT PLAN E-5 3RD AVENUE STREETLIGHT PLAN E-6 LIGHTING DETAILS E-7 DETECTOR LOOP LAYOUTS (BY CITY) BID SUBMITTAL NOVEMBER, 2004 DESCRIPTION z 0 (no cc RELEASED FOR CONSTRUCTION C) z 0 W 0 a a Q 0 2 LA 2 I YS Nwr a ga a r Z a F- CD CD w Z 1.1J W Q � Z Ltj Q > � O 045 U CC C') — co W F- COVER SHEET D' O SURVEYED BY: H 0 0 z O O DRAWN BY: KM SCALE: AS SHOWN CO V) M) V) O z LI W 0 a CASE DRAWER SET 2 19 2B C-1 P:\Projects\2003\03091\dwg\6th Submittal \3091EF6.dwg, ma 2+00 }ilux_. R15_224 INI ISO �s 4?_ a. �$ Jo 'Ere., On 01426 IN,/ 201 • P AV[MENT MART: PRO-- YELLOW sss 6" WATER lH s-- PP; '( PL ENDO ADJ0Nio-rjv; PARK SNIP EAST 4TH AVENUE - I- 4\ Oy ,DE vv — -CR RANSFIRMER EXISTING UTILITY TABLE BETWEEN RAILROAD AVENUE AND CLAREMENT STREET ALONG 4TH AVENUE # Description Contractor Work Utility Work Station Size 153 I-beam bollard Protect in -place None 2+51 4"x4" 154 Railroad signal pole Protect in -place None 2+51 12"x12" 155 Sign post Protect in -place None 2+52 2.5" dia. 156 Joint pole Protect in -place None 2+52 16" dia. 157 Streetlight pole Existing street light and power pole. Refer to electrical plans. Replace area in kind after removal None 2+62 12"x12" 158 Parking meter Protect in -place None 2+77 3" dia. 159 Tree & Tree grate Protect in -place None 2+87 48"x48" 160 Parking meter Protect in -place None 2+99 3" dia. 161 Tree & Tree grate Protect in -place None 3+15 6" dia. Tree; 48"x48" tree well 162 Parking meter Protect in -place None 3+20 3" dia. 163 Sign post Protect in -place None 3+23 2.5 dia. 164 Joint pole Protect in -place None 3+29 14" dia. 165 Water meter box Protect in -place None 3+65 35"x22" 166 PG&EbEllectrical Protect in -Place None 3+65 27"x18" 167 Pole (Cut) Protect in -place None 3+67 14" dia. 168 Tree & Tree grate Protect in -place None 3+73 6" dia. Tree; 48"x48" tree well 169 Streetlight box Protect in -place None 3+76 25"x16" 170 Street sign 1 Streetlight pole 9 Existing street light and power pole. Refer to electrical plans. Replace area in kind after removal. Relocate sign to (N) streetlight pole Cd STA 3+87.05. None 3+78 12"x12" 171 Parking meter Protect in -place None 3+84 3" dia. 172 Tree & Tree grate Protect in -place None 4+01 6" dia. Tree; 48"x48" tree well 173 Parking meter Protect in -place None 4+04 3" dia. 174 Sign post Protect in -place None 4+07 2.5" dia. 175 Parking meter Protect in -place None 4+26 3" dia. 176 Sign post Protect in -place None 4+28 2.5 dia. 177 Tree & Tree grate Protect in -place None 4+30 6" dia. Tree; 48"x48" tree well HONDA EJCSFi A ADJUST PARKING METER COVER TO GRADE RKSRIP lo t .190 A001 RIV /4+00 1-� ' PUN0 PAVEMENT MARKERS -7 YELLOW [H P6-- AGUiRRr JiNTERMATiSNAL # Description Contractor Work Utility Work Station Size 178 Parking meter Protect in -place None 4+52 3" dia. 179 Tree & Tree grate Protect in -place None 4+57 6" dia. Tree; 48"x48" tree well 180 Parking meter Protect in -place None 4+66 3" dia. 181 Joint pole Protect in -place None 4+70 14" dia. 182 Streetlight pole Existing street light and power pole. Refer to electrical plans. Replace area in kind after removal None 4+75 9"x9" 183 Ped push button pole protect in -place None 4+77 4"x4" 184 Traffic signal box Protect in -place None 4+79 27"x18" 185 Traffic signal box Protect in -place None 4+80 27"x18" 186 Elec service cabinel Protect in -place None 4+80 38"26" 187 Traffic signal pole Protect in -place None 4+85 9" dia. 188 Sign post Adjust to grade None 2+55 2.5" dia. 189 Water valve box Adjust to grade Calwater shall reimburse City for this work None 2+60 10" dia. 190 Fire hydrant Protect in -place None 2+62 8" dia. 191 Traffic signal box with traffic rated lid Ad just tograde None 3+55 27"x18" 192 Street light pole Existing street light and power pole (Refer to electrical plans) None 3+66 9"x9" 193 Parking meter Adjust to grade None 3+69 3" dia. 194 Parking meter Adjust to grade None 4+11 3" dia. 195 Sign post Adjust to grade None 4+27 2.5 dia. 196 Parking meter Adjust to grade None 4+29 3" dia. 197 Tree Remove tree and grind stump/roots down 30" below grade None 4+34 20" dia. 198 Sign post Adjust to grade None 4+48 2.5" dia. 199 Parking meter To be removed, see Demo plans. None 4+50 3" dia. 200 Tree Remove tree and grind stump/roots down 30" below grade None 4+55 12" dia. 201 Fire hydrant Protect in -place None 4+70 8" dia. 202 Traffic signal box Adjust to grade None 4+75 27"x18" 203 Traffic signal pole Protect in -place None 4+77 9"x9" 204 Ped peso ebutton See Electrical lans. P None 4+85 4"x4" 205 Parking sign & pole Adjust to grade None 4+85 2.5" dia. 206 Traffic signal box Adjust to grade None 4+85 27"x18" RED H W w H. cn H Z� 1 w + 3c n I" WATER Ss /f p - EDO K yo j5 -1A 000 - SD PVC .c 255/1 RIM IS' INK Ill SD RCP - s w IvG w G>. Ist L-i CHECK EXPRESS D d . I IUCY's .ALUI>1 iEE iolAT;1 I I F2E, f PAY PHONL PAY PHONE NEVIS WM IRANI CAA( 50-20 min pocking ours? 'W757"-2- RIMv vIcv INK 10- p_ 140 NOVI _PAVEMENT MARKERS YELLOW RED 'EM -BOSSED CONCRETE. TA\ HELL 20 LAS n1 , C \71 I q Si 9 TAO. LIERIA r ISE Los. 1' rI CIA SS A''H DRAIN 3-6 00 (RN) cy;'� LED GRAPHIC SCALE 0 10 20 w TRAM M H w 2 cn w VJ TOT VJ w Z J 2 U H Q 2 80 EXISTING UTILITY TABLE EAST OF CLAREMONT STREET ALONG 4TH AVENUE ( IN FEET ) 1 inch = 20 ft. # Description Contractor Work Utility Work Station Size 1 PG&E Electrical box Adjust to grade None 5+35 27"x18" 2 Joint pole Protect in -place None 5+35 14" dia. 3 Traffic signal box Adjust to grade None 5+37 27"x18" 4 Traffic signal pole Protect in -place None 5+43 12"x12" 5 Traffic signal box Adjust to grade None 5+46 27"x18" 6 Elec. service box Adjust to grade None 5+46 27"x18" 7 Tree & tree grate Remove tree and grind stump/roots down 30" below grade None 5+59 11" dia. Tree; 36"x36" tree well 8 Tree & tree grate Remove tree and grind stump/roos down 30 t" below grade None 5+89 4" dia. Tree; 36"x36 tree well 9 Joint pole Protect in -place None 5+98 11" dia. 10 Elec. service box Adjust to grade None 6+31 20"x14" 11 Parking sign / streetlight pole Existing street light and power pole (Refer to electrical plans) Relocate signs to (N) streetlight pole @ STA 6+04.26 None 6+32 12"x12" 12 Tree Remove tree and grind stumplroots down 30" below grade None 6+19 12" dia. Tree; 36"x36" tree well 13 Parking sign & post Protect in -place None 5+35 2"x2" 14 Ped push button pole To be removed and relocated. See Electrical plan. None 5+36 4"x4" 15 Streetlight box Adjust to grade; Replace lid with a traffic rated lid. None 6+55 20"x14" 28 Traffic signal box Adjust to grade None 5+34 27"x18" 29 Traffic signal pole Protect in -place None 5+35 9" dia. 30 Ped push button pole To be removed and relocated. See Electrical plan None 5+43 4"x4" 31 Sign / streetlight pole (Refer Existing street light and power pole to ) Relocate signs toelectrical (N)plansstreetlight pole @ STA 5+51.29 None 5+45 12"x12" 32 Traffic sign box Adjust to grade None 5+47 27"x18" 33 Parking sign & post Adjust to grade None 6+25 2"x2" 34 Elec. service box Adjust to grade None 6+32 27"x18" 35 Parking sign & post foundation; Remove and relocate sign & pole; Remove pole See Improvement plans for location. None 6+54 2.5" dia. � SIrN No. 48394 �r EXP. 6-30-06 C/V/VIV BID SUBMITTAL NOVEMBER, 2004 I- Q 0 r m DESCRIPTION z C4 W H CC CD C) 0 a m g arm Q. 2 § 0. 1 m Z Z �Q Q w w w o- Wia u- Q Z uj u Z W > w c X Q d. W o U Ch co moILL / Q vJ •cr SURVEYED BY: 0 Z 0 0 m DRAWN BY: KM O [V II W J PROJECT NO.: 463336 CASE 2 DRAWER 19 SET 2B C-2 jects\2003\03091\dwg\6th Submittal\3091EF6.dwg, mandy, I - U 'Lira < II4 wy Y Y T li N w U) 7+00 - SIC SPEEDY AUTO GLASS RED No pork,n Jr /one 'Ott" IC WELL CB R rtn_ NV 6 LOU �/ II II I VEMENT MARKERS- I II II 1, I CURB DRAIN RED No parking FFDD TJ GAS J1:1Ti DiN RFD poimn( 9, O O O 8+100 '41-,6.5 ,., ll0 loo �E NW RCP- I I I .I -_- — SOUTH or II 's cc, it1 1 RED PAVER RN No parking Logo \ RED orking nne 9, -- FADED WHILE STRIPES 9+00 F RED No parking zone 99 r ©6Y L %t I`C-INA. Pr %Er ADJUST MONITORING WELL COVER TO GRADE MONITORING WELL FIXTURES & FAUCETS CURB DRAIN RFD Nn parking zone 6,7g9 6 C' 7 RED No parking I °o -Pr f zone, \I 0 T 10+00 1,+00 AST 4TH AVENUE No Eo In - -1/G CU (PS)_ PL MY/ f 'JG__ SIC RFD No parking zone Es 21 -`4, - EH EH II ENEWAY L zo PAVER BAND oi0 CURB DRAIN iy v's ® ®b 64 4 RED BRICK i2 -❑R I I I r J,`r. r CHEVRON AS STATION \S ST\TFUIN EXISTING UTILITY TABLE BETWEEN SO. DELAWARE AND SO. EL DORADO STREET ALONG 4TH AVENUE # Description Contractor Work Utility Work Station Size 41 Traffic signal pole Protect in -place None 8+33 9" dia. 42 Traffic signal box Protect in -place None 8+35 25"x16" 43 Traffic signal box Protect in -place None 8+35 25"x16" 44 Traffic signal box Protect in -place None 8+42 25"x16" 45 Traffic signal box Protect in -place None 8+44 25"x16" 46 Traffic signal pole Protect in -place None 8+47 13"x13" 47 Traffic signal box Protect in -place None 8+49 25"x16" 48 Traffic signal box Adjust to grade None 8+56 27"x18" 49 Bus stop Adjust to grade None 8+91 2.5" dia. 50 Joint pole Protect in -place None 8+94 2.5" dia. 51 Tree well & tree grate Remove tree well and salvage tree grate None 9+95 36"x36" 52 Joint pole & Guywire Protect in -place None 10+01 13" dia. 53 Traffic signal box Adjust to grade None 10+05 27"x18" 54 Water meter box Adjust to grade Calwater shall reimburse City for this work None 10+08 20"x14" 55 Tree &Tree grate Remove tree and grind stump/roots down 30" below grade; Salvage tree grate. None 10+12 8" dia. tree; 36"x36' tree well 56 Parking sign & pole Adjust to grade None 10+14 2.5" dia. 57 Sign post Protect in -place None 10+68 2.5" dia. 58 Monitoring well Protect in -place None 10+70 12" dia. 59 Traffic signal pole Protect in -place None 8+32 17"x17" 60 Streetlight box Adjust to grade None 8+32 27"x18" 61 Traffic signal box Adjust to grade None 8+34 27"x18" 62 Traffic signal box Adjust to grade None 8+35 25"x16" 63 Fire alarm box Adjust to grade None 8+37 20"x15" 64 Traffic signal box Adjust to grade None 8+37 20"x15" 65 Traffic sign & post Remove and relocate sign & post; Romove post foundation; See Improvement plans for location. None 8+45 2"x2" Lu Cn 0 0 0 F- 0 Tth 6r - SIC - PL - 12+00 GRAPHIC SCALE 10 20 80 ( IN FEET ) 1 inch = 20 ft. EXISTING UTILITY TABLE BETWEEN SO. DELAWARE AND SO. EL DORADO STREET ALONG 4TH AVENUE # Description Utility Work Station Size 66 Traffic sign box Adjust to grade None 8+48 25"x16" 67 Traffic signal pole Protect in -place None 8+52 9" dia. 68 Parking sign / streetlight pole Existing street light and power pole (Refer to electrical plans) Relocate slgns tor) streetlight pole@ STA 9+29.76 None 9+16 12"x12" 69 t Traffic sign ' streetlight pole Existing street lig t and power pole (Refer to electrical plans) Relocate signs to (N) streetlight pole @ STA 9+95.34 None 10+20 12"x12" 70 Sign post Adjust to grade None 10+56 2.5" dia. 71 Stop sign Remove and relocate sign & post; Romove post foundation; See Improvement plans for location. None 10+73 3" dia. 72 Fire hydrant Protect in -place None 10+76 8" dia. EXISTING UTILITY TABLE WEST OF SO. DELAWARE STREET ALONG 4TH AVENUE # Description Contractor Work Utility Work Station Size 16 Joint pole Protect in -place None 7+12 10" dia. 17 PG&E Electrical box Adjust to grade None 7+10 27"x18" 18 Pac Bell vault Adjust to grade None 7+52 48"x26" 19 Ped push button pole Protect in -place None 7+58 4"x4" 20 Electrical cabinet Protect in -place Work around during construction None 7+61 38"x26" 21 Traffic signal box Adjust to grade None 7+63 27"x18" 22 Traffic signal box Adjust to grade None 7+64 27"x18" 23 Traffic signal box Adjust to grade None 7+65 35"x22" 24 Water meter box Protect in -place None 7+67 23"x16" 25 Traffic signal box Adjust to grade None 7+69 20"x14" 26 Traffic signal pole Protect in -place None 7+69 17"x17" 27 Fire Hydrant Protect in -place None 7+69 8" dia. 36 Interconnect box Adjust to grade None 7+50 27"x18" 37 Pac Bell vault Adjust to grade None 7+51 48"x26" 38 Elec. service box Adjust to grade None 7+54 27"x18" 39 Traffic signal box Adjust to grade None 7+68 27"x18" 40 Traffic signal pole Protect in -place None 7+66 12"x12" BID SUBMITTAL NOVEMBER, 2004 DESCRIPTION 0 a & ASSOCIATES, cel a. W W 0- MPROVEMENTS SURVEYED BY: PR oct O 0 DRAWN BY: KM 0 rn 0 0 0 PROJECT NO.: 463336 CASE 2 DRAWER SET >-- m YIN P:\Projects\2003\03091\dwg\6th Submittal\3091EF6.dwg, mandy (L- I - $g S E (OJT SS SE 11t00 ❑H n i( er n Lir 17:yEAHASJ IJ (_ROCEPiES 9, RED No parking zone ru 6.. WA \SD RCM, F._ , Y, 138 LLLDW MARKERS RED oCks No parking k Wino P.LR5 DRAIN I IA G i-n ❑H PL CURB DRAI PAY PHONE ohs y & oP LAS PALOMAS 9 CU "B DRAIN T 12+00 ore frontage 2 CURB DRAINS SAMBA JUICES CURB DRAIN RED No parking 6 zone E FI [ r°JaI 15" SD RCP w � aci EAST 3RD AVENUEy. STAR OI\li. SMOKE MONITORING weu RED No parking —zone JAY BIRD BOOKS EXISTING UTILITY TABLE BETWEEN CLAREMONT STREET AND SO. DELAWARE STREET ALONG 3RD AVENUE # Description Contractor Work Utility Work Station Size 108 Joint pole Protect in -place None 11+24 13" dia. 109 Ped push button pole See Electrical plans. None 11+25 4"x4" 110 Traffic signal box Adjust to grade None 11+29 27"x18" 111 Traffic signal pole Protect in -place None 11+34 10"x10" 112 Traffic signal box Adjust to grade None 11+33 27"x18" 113 Street light box Adjust to grade None 11+36 27"x18" 114 Parking meter Adjust to grade None 11+75 3" dia. 115 Sign post Adjust to grade None 11+79 2.5" dia. 116 Parking meter Adjust to grade None 11+97 3" dia. 117 Parking meter Adjust to grade None 12+19 3" dia. 118 Joint pole & guywire Protect in -place None 12+81 12" dia. 119 Streetlight pole Existing street light and power pole. Refer to electrical plans. None 12+86 9"x9" 120 PG&E vault Adjust to grade None 12+84 34"x27" 121 Traffic signal pole Protect in -place None 13+46 9" dia. 122 Traffic signal box Protect in -place None 13+49 27"x18" 123 Street light box Protect in -place None 13+56 27"x18" 124 Fire hydrant Protect in -place None 13+55 8" dia. 125 PG&E vault Protect in -place None 13+56 38"x26" 126 Traffic signal box Protect in -place None 13+59 27"x18" 127 Traffic signal pole Protect in -place None 13+58 9"x9" 128 Elec service box (PT&T Box) Protect in -place (Beyond Limit of Work) None 13+46 20"x14" 129 Elec service box Protect in -place (Beyond Limit of Work) None 13+48 20"x14" 130 Pac Bell box Protect in -place None 13+44 48"x25" ,0 OH JACK —IN —THE BOX CURB DRAIPt.® 5.. WATEHGA OH TRANSFORMERS is 4y ®n wi®b w RED No parking zone 13+00 ED one ing RE No oar, �Lne WIRE ANCHOR YELLOW MARKERS E1272--11— _. . _. lt5_ _- 1 1 1 S 2- 700 WL IPX Ev dK. ARCO GAS STATION # Description Contractor Work Utility Work Station Size 131 Joint pole Protect in -place None 11+25 12" dia. 132 Traffic signal pole Protect in -place None 11+25 9"x9" 133 PG&E vault Adjust to grade None 11+28 36"x22" 134 Traffic signal box Adjust to grade None 11+25 27"x18" 135 Ped push button pole See Electrical plans. None 11+35 4"x4" 136 Traffic signal box Adjust to grade None 11+35 27"x18" 137 Elec service cabinet Protect in -place (Beyond Limit of Work) None 11+36 44"x26" 138 Parking meter Adjust to grade None 11+72 3" dia. 139 Sign post Adjust to grade None 11+83 2" dia. 140 Tree with bollard Remove tree and grind stumplroots down 30" below grade None 11+92 16" dia. 141 Parking meter Adjust to grade None 11+95 3" dia. 142 Water meter Adjust to grade Calwater shall reimburse City for this work. None 12+07 27"x18" 143 Sign I streetlight pole Existing street light and power pole (Refer to electrical plans) Relocate signs to (N) streetlight pole (d! STA 12+00.61 None 12+15 9"x9" 144 Parking meter Adjust to grade None 12+17 3" dia. 145 Water meter Adjust to grade Calwater shall reimburse City for this work. None 12+21 14"x9" 146 Tree well with Bollard Remove tree well and bollard None 12+32 36"x36" 147 Traffic signal box Adjust to grade Replace lid with a traffic loaded lid None 12+59 27"x18" 148 Traffic signal pole Protect in -place None 13+44 9"x9" 149 Traffic signal box Protect in -place None 13+47 27"x18" 150 Street light box Protect in -place None 13+53 27"x18" 151 Traffic signal box Protect In -place None 13+57 27"x18" 152 Traffic signal pole Protect in -place None 13+59 9" dia. a O SW (Ix E (aa T 9.6r]B (IN) NS 4 W1II1 IN). 69 SW urn ‘7 4.4L17447.4.1.§.4 S SOUTH I I 7 TRAF1 SIGNS 6 \. PI_ AEI En: NI.IiE. 1 PALIMOI,g1T TRA!NSCCPML(t RED —No parking zone GRAPHIC SCALE 20 0 10 20 40 ( INt'tT) 1 inch = 20 ft. EXISTING UTILITY TABLE EAST OF SO. DELAWARE STREET ALONG 3RD AVENUE # Description Contractor Work Utility Work Station Size 73 Traffic signal pole Protect in -place None 14+21 9" dia. 74 Traffic signal box Protect in -place None 14+25 27"x18" 75 PG&E vault Protect in -place None 14+23 38"x26" 76 Pac Bell vault Protect in -place None 14+25 48"x26" 77 Traffic signal box Protect in -place None 14+36 27"x18" 78 Traffic signal pole Protect in -place None 14+40 10"x10" 79 Elec service box Protect in -place None 14+42 27"x18" 80 Traffic signal box Adjust to grade None 14+47 35"x22" 81 Elec service cabinet Protect in -place None 14+50 38"x26" 82 Tree & Tree well Protect in -place None 14+55 24" dia. Tree; 36"x36" tree well 83 Tree & Tree well Protect in -place None 14+81 20" dia. Tree; 36"x36" tree well 84 Tree & Tree well Protect in -place None 15+07 20" dia. Tree; 36"x36" tree well 85 Joint pole Protect in -place None 15+14 12" dia. 86 Water meter box Protect in -place None 15+47 20"x16" 95 Traffic signal pole Protect in -place None 14+21 17"x17" 96 Traffic signal box Protect in -place None 14+24 25"x16" 97 Traffic signal box Protect in -place None 14+24 27"x18" 98 Traffic signal pole Protect in -place None 14+29 9" dia. 99 Traffic signal box Protect in -place None 14+29 25"x16" 100 Streetlight pole Existing street light and power pole. Refer to electrical plans. None 14+85 9"x9" 1 II PL - 80 LT) w /2 w w U) l) r w Z J 2 U 5Q L BID SUBMITTAL NOVEMBER, 2004 DESCRIPTION G C) z 04 a e a Q Q CC a. J caw _7J J_ D 0 H W U W W W LL Q z w Z 2 Q > is- w,--; oa Q W w U CO CO IW > W Q Et 0 H Cr (J) co SURVEYED BY: PR DRAWN BY: KM SCALE: 1" = 20' PROJECT NO.: CASE 2 DRAWER 19 SET 28 C-4 w 1— a a r O O r) 0 P:\Projects\2003\03091 \dwg\6th Submittal 3091 EF6.dwg, mandy, KIP. H W VJ W 42` SD RCP �W v / Ln— — RANSFC z No Dorking zone, eO u IBkLLARD 3 63/4, 6y —PL _ DER/Ea:nil COlNSTRUCTJON SliE 16+00 roe, 7 -BOLLARD DELI No parking SUiNRDCK INSURANCE MONITORING WELL \, ©Zn CB R14 iii INV aolm+) RED No parking zone 6,, y I 4 orTI 4 - _MONITORIN+ W RED+° — LL Na parking L Dt"iie .. zone , " to' irtE DMN RIN 10.6 N SINV NNI 5! SW INi INVV 4/ NE H J( d W a;. a,_ P '5, L 1_ Li EXISTING UTILITY TABLE EAST OF SO. EL DORADO STREET ALONG 3RD AVENUE # Description Contractor Work Utility Work Station Size 87 Tree Protect in -place None 15+59 16" dia. 88 Joint pole Protect in -place None 15+65 14" dia. 89 Sign pole Protect in -place None 15+74 24"x24" 90 Sanitary sewer cleanout Adjust to grade None 16+19 10" dia. 91 Sign pole Adjust to grade None 16+23 2"x2" 92 Tree Remove tree and grind stump/roots down 30" below grade None 16+40 16" dia. 93 Gas valve cover Adjust to grade None 16+46 9" dia. 94 Sign post Adjust to grade None 16+49 2.5" dia. 101 Tree Protect in -place None 15+82 10" dia. 102 Sign pole Protect in -place None 15+93 2" dia. 103 Tree Protect in -place None 16+05 36"x36" 104 Streetlight box Adjust to grade None 16+48 20"x14" 105 Traffic sign & pole Adjust to grade None 16+49 2"x2" 106 Stop sign Remove and relocate sign & post; Romove post foundation; See Improvement plans for location. None 16+64 3" dia. 107 Fire hydrant Protect in -place None 16+66 8" dia. 1- EAST 3RD AVENUE +- �1 18+00 GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. BID SUBMI 1 AL NOVEMBER, 2004 DESCRIPTION z O ()p Z w 0 & ASSOCIATES, IN Q c z N_C H CO W W W D 0 H Zw 0_ Z Q 0 2 2 Q > 05 Q o U M NW `H v J 3RD AVENUE EXISTING FACILITY PLAN SURVEYED BY: w 0 o Z O O DRAWN BY: KM SCALE: 1" = 20' Ni Ni Ni co PROJECT NO.: CASE 2 DRAWER 19 SET 28 C-5 w F- 0 >- m m P:\Projects\2003\03091 \dwg\6th Submittal\3091 DM6.dwg, m ll�ll�,� ci11L uI 20 L PAVE MENT (ivi1ELLOW 0 IAR'.ERS 10 6" WATER ENDO AUTOMOTIVE 3+00 t j III `� -,.. 1 z'r, A 3--4 AT). (LI 1 fO C'J -- - -- to kV---- PL --FL— GRAPHIC SCALE 20 0 :6" WA [ER l/ /+ EAST 4TH /AVENUE so ( IN FEET) 1 inch = 20 ft DEMOLITION LEGEND & NOTES REMOVE CURB & GUTTER AND BASE REMOVE AND EXPORT AC PAVING, PCC PAD, AGGREGATE BASE AND SUBSOIL DOWN TO THE DESIGNED SUBGRADE. ASSUME EXISTING STREET SECTION IS 6" AC OVER 6" PCC OVER 6" AB. COLD PLANE ASPHALT CONCRETE REMOVE AND EXPORT PCC PAVING, BRICK PAVERS, BASE AND SUBSOIL DOWN TO THE DESIGNED SUBGRADE. ASSUME EXISTING SIDEWALKS ARE 5" PCC OVER 6" AB. ASSUME DRIVEWAYS ARE 6" PCC OVER 6" AB. REMOVE PLANTER WALL/ FENCE/ POST/ FOUNDATION/ VEGETATION / IRRIGATION AND SOIL TO THE DESIGNED SUBGRADE. REMOVE PARKSTRIP, PLANTS, IRRIGATION, AND SUBSOIL TO DESIGNED SUBGRADE. CAP EXISTING IRRIGATION. INSTALL "ROAD CONSTRUCTION AHEAD" CONSTRUCTION AREA SIGN PER CHAPTER 5, TRAFFIC CONTROL, OF CALTRANS TRAFFIC MANUAL INSTALL"END CONSTRUCTION" CONSTRUCTION AREA SIGN PER CHAPTER 5, TRAFFIC CONTROL, OF CALTRANS TRAFFIC MANUAL 20 ' K c0- -0H TRANSFORMER SEE GRADING DETAILS FOR STORM DRAINAGE TREATMENT AND CONNECTION. PROTECT EXISTING STORM DRAIN CATCH BASIN IN -PLACE ALIGN SAWCUT WITH BACK OF CURB SAWCUT AND REMOVE EXISTING SIDEWALK, DRIVEWAY, CONCRETE AND BASE. CONTRACTOR SHALL REMOVE AND DISPOSE ALL NEWSPAPER AND BROCHURE RACKS PLANS WITHIN THE PROJECT SITE AND PUBLIC RIGHT-OF-WAY. THIS INCLUDES ALL RACKS NOT SHOWN ON PLANS. CONTRACTOR SHALL VISIT SITE DURING BIDDING TO DETERMINE NUMBER OF RACKS. REMOVE CROSSWALK STRIPES, PAVEMENT MARKINGS, PAVEMENT MARKERS IN CONFLICT SEE IMPROVEMENT PLANS FOR REPLACEMENTS PROTECT CROSSWALK STRIPES, PAVEMENT MARKINGS, PAVEMENT MARKERS, MEDIAN STRIPING & PAINTED CURB IN -PLACE ADJUST SSMH AND SDMH TO GRADE REPLACE SIDEWALK CURB DRAIN (CURB DRAIN SHALL BE CONSTRUCTED AROUND STREETLIGHT OR TREE AS NECESSARY AND SHALL BE APPROVED BY ENGINEER.) 0 , 12 Pt— a HOINDA HOSPITAL r 019 AGUIRRE I1NITrR1NATIONAL REPLACE PAINTED CURB IN KIND AS APPROVED BY CITY ENGINEER. REPLACE FIRE HYDRANT BLUE MARKER &- PAVEMENT MARKERS —f YELLOW 7_ C 13J REMOVE AND RELOCATE BOLLARD AS SHOWN ON IMPROVEMENT PLANS 16 C. REMOVE AND REINSTALL TRAFFIC SIGNS ON POST. PL SEE EXISTING FACILITY PLANS FOR TREATMENT (I.E., LIGHT POLES, UTILITY BOXES, VALVES, IRRIGATION, TREES, ETC.) REMOVE PARKING METER, POST, FOUNDATION & CONFLICTING PARKING STRIPES SALVAGE PARKING METER & POST REMOVE & REINSTALL TRASH RECEPTACLE WITHIN THE PROJECT SITE AND PUBLIC RIGHT-OF-WAY. THIS INCLUDES ALL TRASH CANS NOT SHOWN ON PLANS. CONTRACTOR SHALL VISIT SITE DURING BIDDING TO DETERMINE NUMBER OF RECEPTACLES. 17 J ADJUST UTILITY COVERS TO GRADE C18) DO NOT DAMAGE EXISTING DETECTOR LOOPS AND WIRES PROTECT EXISTING SIGNAL AND SIC CONDUITS AND CONDUCTORS EXISTING STREET LIGHT AND POWER POLE. REFER TO ELECTRICAL PLANS. RED No park! zone WATER SD PVC J 0 n or /-- E SD RCP n 1= E L_ OAR I2 RED No parking zo ne CHECK EXPRESS --building wall PAY PHONE ‘---H_PAVEMENT MARKERS YELLOW WASH CAN CONCRETE=SED ALIGN SAWCUT WITH PPiA EXTENSION JOINT AT E TREE WELL (E) 1Ar LUG'S SALON LA PINATA MTAEKE r PAY PHONE XCTS RAC LAS A NJELAS TADUrEIA PAY PHONE RED No Darkmg zone S I 9 STELE D7 AEETU CLASS CURB GRAIN I 75 CAS Ai'IDN Call Two Working Days Before You Dig! 1-800-227-2600 RED No Porklnl one 7+00 H fRANSFORMER' FC bvNu porA'mg 1 _ U H w 2 U) w ��w/� V! 0 LU z U Q 2 BID SUBIA TAL NOVEMBER, 2004 DESCRIPTION z O_ (7O >z W 11' C) z BELLECCI Sc ASSOCIATES, m m Z NQ I..I� F - W W Z W W 0- Q Z 2 Q o- 06 < CD O I f_ `o w w vJ MPROVEMENTS 4TH AVENUE DEMOLITION PLAN 0 SURVEYED BY: w 0 0 z O O m 0 r7 0 Cal 0 0 DRAWN BY: KM PROJECT NO.: 463336 CASE 2 DRAWER 19 SET 28 C-6 W H Q to m :AProjects\2003V03091Adwg 6th Submittal\3091DM6.dwg, ma H ILL CO C J LLI 'W^ V J J 2_ i U 1S20RMER RED L / H Na parking ,- Q 2 or 7+00 -rug] -,g Ii1Fly Oil SPEEDY AUTO CU -SO RED Na parking none I RN. AVILMLNI MARKLRS�rN 0 CURB DRAIN RED No parknee g r RED No Doreking zon 75 CAS STATION REMOVE CURB & GUTTER AND BASE DEL i0 00 SU'HHP-- C OH - - _ - DEMOLITION LEGEND & NOTES REMOVE AND EXPORT AC PAVING, PCC PAD, AGGREGATE BASE AND SUBSOIL DOWN TO THE DESIGNED SUBGRADE. ASSUME EXISTING STREET SECTION IS 6" AC OVER 6" PCC OVER 6" AB. COLD PLANE ASPHALT CONCRETE REMOVE AND EXPORT PCC PAVING, BRICK PAVERS, BASE AND SUBSOIL DOWN TO THE DESIGNED SUBGRADE. ASSUME EXISTING SIDEWALKS ARE 5" PCC OVER 6" AB. ASSUME DRIVEWAYS ARE 6" PCC OVER 6" AB. REMOVE PLANTER WALL/ FENCE/ POST/ FOUNDATION/ VEGETATION / IRRIGATION AND SOIL TO THE DESIGNED SUBGRADE. REMOVE PARKSTRIP, PLANTS, IRRIGATION, AND SUBSOIL TO DESIGNED SUBGRADE. CAP EXISTING IRRIGATION. INSTALL "ROAD CONSTRUCTION AHEAD" CONSTRUCTION AREA SIGN PER CHAPTER 5, TRAFFIC CONTROL, OF CALTRANS TRAFFIC MANUAL INSTALL "END CONSTRUCTION" CONSTRUCTION AREA SIGN PER CHAPTER 5, TRAFFIC CONTROL, OF CALTRANS TRAFFIC MANUAL SIC -- SIGNAL INTERCONNECT CABLE (E) PROTECT -IN -PLACE 2 J T 0 on RFD No parking zone 060 , RED a parking Fare RED BRICK PAVERS RED No parking /zon} 64 T 1 —FADED WHITE STRIPES 2-1/0 CU FFvi RED No pork RED No parking zone 9+00 4 ®d RAIN GAS & SHOP `.-RED o pzrkin„ 20 0 EAST 4TH AVENUE RED Na parking i zone ED BRICK PAVER BAND v`o 64 FIXTURES &; FAUCETS CURB DRAIN RED No parking lone 10+00 4 SEE EXISTING FACILITY PLANS FOR TREATMENT (I.E., LIGHT POLES, UTILITY BOXES, VALVES, IRRIGATION, TREES, ETC.) SEE GRADING DETAILS FOR STORM DRAINAGE TREATMENT AND CONNECTION. PROTECT EXISTING STORM DRAIN CATCH BASIN IN -PLACE C3 J ALIGN SAWCUT WITH BACK OF CURB SAWCUT AND REMOVE EXISTING SIDEWALK, DRIVEWAY, CONCRETE AND BASE. CONTRACTOR SHALL REMOVE AND DISPOSE ALL NEWSPAPER AND BROCHURE RACKS PLANS WITHIN THE PROJECT SITE AND PUBLIC RIGHT-OF-WAY. THIS INCLUDES ALL RACKS NOT SHOWN ON PLANS. CONTRACTOR SHALL VISIT SITE DURING BIDDING TO DETERMINE NUMBER OF RACKS. REMOVE CROSSWALK STRIPES, PAVEMENT C 6 J MARKINGS, PAVEMENT MARKERS IN CONFLICT SEE IMPROVEMENT PLANS FOR REPLACEMENTS PROTECT CROSSWALK STRIPES, PAVEMENT MARKINGS, PAVEMENT MARKERS, MEDIAN STRIPING & PAINTED CURB IN -PLACE ADJUST SSMH AND SDMH TO GRADE REPLACE SIDEWALK CURB DRAIN (CURB DRAIN SHALL BE CONSTRUCTED AROUND STREETLIGHT OR TREE AS NECESSARY AND SHALL BE APPROVED BY ENGINEER.) C REPLACE PAINTED CURB IN KIND AS APPROVED BY CITY ENGINEER. REPLACE FIRE HYDRANT BLUE MARKER REMOVE AND RELOCATE BOLLARD AS SHOWN ON IMPROVEMENT PLANS REMOVE AND REINSTALL TRAFFIC SIGNS ON POST. REMOVE PARKING METER, POST, FOUNDATION & CONFLICTING PARKING STRIPES SALVAGE PARKING METER & POST REMOVE & REINSTALL TRASH RECEPTACLE WITHIN THE PROJECT SITE AND PUBLIC RIGHT-OF-WAY. THIS INCLUDES ALL TRASH CANS NOT SHOWN ON PLANS. CONTRACTOR SHALL VISIT SITE DURING BIDDING TO DETERMINE NUMBER OF RECEPTACLES. C/17 ADJUST UTILITY COVERS TO GRADE DO NOT DAMAGE EXISTING DETECTOR LOOPS AND WIRES l\ PROTECT EXISTING SIGNAL AND SIC CONDUITS 19J AND CONDUCTORS EXISTING STREET LIGHT AND POWER POLE. REFER TO ELECTRICAL PLANS. CURB DRAI ®64 GUY WIRE 'RED PAVER BAND CHEVRON GAS STATION E Cl Ff MONITORING WFI L —' Dro v= RFD No parking „„ r — SIC OH ?i H W �W LL `H v J 0 0 <N17 0 0 W L7 1 +00 7 1 PL - 12+00 EAST 4TH AVENUE PL - /0 GRAPHIC SCALE 20 40 80 Call Two Working Days Before You Dig! 1-800-227-2600 (IN FEET ) 1 inch = 20 ft BID SUBMITTAL NOVEMBER, 2004 DESCRIPTION z O_ (nd >z LUJ cc C, z & ASSOCIATES C) C.) a g g a a` a 514 a a a Z Q H W D 0 Z W W 0- Q Z Q H W < gyp'0'^ L l _ U) M CC vJ MPROVEMENTS 4TH AVENUE DEMOLITION PLAN SURVEYED BY: w 0 O z 0 0 to DRAWN BY: KM 0 0 H 0 CHECKED BY: DL O CV II J U (n PROJECT NO.: 463336 CASE 2 DRAWER 19 SET 28 C-7 P:\Projects\2003 03091\dwg\6th Submittal\3091 DM6.dwg, mandy, KIP.pc3 -PL— j S"lil,E mir ,r?_ LEI CLAREM SS REMOVE CURB & GUTTER AND BASE TAIUGHASHI GROCERIES ar king a� p o parzone ‘s YELLOW MARKERS REP No parking Poeceues- CURB DRAIN WING EAT C_ Lid sH RATER CURB DRAI 2 ORB DRAY 52 9 CURB D PL PROTECT IN -PLACE ore ;r 011{GC'3 „CRP, CRA.N'. BAMEA YS JUICES i'ALOND15 SEE EXISTING FACILITY PLANS FOR TREATMENT (I.E., LIGHT POLES, UTILITY BOXES, VALVES, IRRIGATION, TREES, ETC.) DEMOLITION LEGEND & NOTES REMOVE AND EXPORT AC PAVING, PCC PAD, AGGREGATE BASE AND SUBSOIL DOWN TO THE DESIGNED SUBGRADE. ASSUME EXISTING STREET SECTION IS 6" AC OVER 6" PCC OVER 6" AB. COLD PLANE ASPHALT CONCRETE REMOVE AND EXPORT PCC PAVING, BRICK PAVERS, BASE AND SUBSOIL DOWN TO THE DESIGNED SUBGRADE. ASSUME EXISTING SIDEWALKS ARE 5" PCC OVER 6" AB. ASSUME DRIVEWAYS ARE 6" PCC OVER 6" AB. REMOVE PLANTER WALL/ FENCE/ POST/ FOUNDATION/ VEGETATION / IRRIGATION AND SOIL TO THE DESIGNED SUBGRADE. REMOVE PARKSTRIP, PLANTS, IRRIGATION, AND SUBSOIL TO DESIGNED SUBGRADE. CAP EXISTING IRRIGATION. INSTALL "ROAD CONSTRUCTION AHEAD" CONSTRUCTION AREA SIGN PER CHAPTER 5, TRAFFIC CONTROL, OF CALTRANS TRAFFIC MANUAL INSTALL "END CONSTRUCTION" CONSTRUCTION AREA SIGN PER CHAPTER 5, TRAFFIC CONTROL, OF CALTRANS TRAFFIC MANUAL Cl 2 700 AL IPX 0- 0 STAR ZONE SMOKE JAY BIND BOOKS JACK —IN —THE B 02K Rrr, 4 No porky g a ZOOS 15" SD REP ---_i sm RED No parking RB DRAINsA© / emgu RED o`© No parking 6w YELLOW MARKERS WE WIRE ED Na poking zone / ORGO GAS STATION SEE GRADING DETAILS FOR STORM DRAINAGE TREATMENT AND CONNECTION. PROTECT EXISTING STORM DRAIN CATCH BASIN IN -PLACE ALIGN SAWCUT WITH BACK OF CURB SAWCUT AND REMOVE EXISTING SIDEWALK, DRIVEWAY, CONCRETE AND BASE. CONTRACTOR SHALL REMOVE AND DISPOSE ALL NEWSPAPER AND BROCHURE RACKS PLANS WITHIN THE PROJECT SITE AND PUBLIC RIGHT-OF-WAY. THIS INCLUDES ALL RACKS NOT SHOWN ON PLANS. CONTRACTOR SHALL VISIT SITE DURING BIDDING TO DETERMINE NUMBER OF RACKS. REMOVE CROSSWALK STRIPES, PAVEMENT MARKINGS, PAVEMENT MARKERS IN CONFLICT SEE IMPROVEMENT PLANS FOR REPLACEMENTS C7 J REMOVE PAVEMENT MARKINGS/ MARKERS PROTECT CROSSWALK STRIPES, PAVEMENT MARKINGS, PAVEMENT MARKERS, MEDIAN STRIPING & PAINTED CURB IN -PLACE ADJUST SSMH AND SDMH TO GRADE REPLACE SIDEWALK CURB DRAIN (CURB DRAIN SHALL BE CONSTRUCTED AROUND STREETLIGHT OR TREE AS NECESSARY AND SHALL BE APPROVED BY ENGINEER.) (17 REPLACE PAINTED CURB IN KIND AS APPROVED BY CITY ENGINEER. REPLACE FIRE HYDRANT BLUE MARKER REMOVE AND RELOCATE BOLLARD AS SHOWN ON IMPROVEMENT PLANS REMOVE AND REINSTALL TRAFFIC SIGNS ON POST. REMOVE PARKING METER, POST, FOUNDATION & CONFLICTING PARKING STRIPES SALVAGE PARKING METER & POST REMOVE & REINSTALL TRASH RECEPTACLE WITHIN THE PROJECT SITE AND PUBLIC RIGHT-OF-WAY. THIS INCLUDES ALL TRASH CANS NOT SHOWN ON PLANS. CONTRACTOR SHALL VISIT SITE DURING BIDDING TO DETERMINE NUMBER OF RECEPTACLES. J) ADJUST UTILITY COVERS TO GRADE DO NOT DAMAGE EXISTING DETECTOR LOOPS AND WIRES PROTECT EXISTING SIGNAL AND SIC CONDUITS AND CONDUCTORS EXISTING STREET LIGHT AND POWER POLE. REFER TO ELECTRICAL PLANS. Ko CURB DRAIN EL 0 L9 Gl BLUE HT/RAMM U 0ER 8 T 0 0 r n 14+00 G r] SHE_ 9 o 00 -S 6 00 6e. PADMOUNT TRANSFORMER ® "o kel ORED No parking zone _ 20 PROTECT MONUMENT COVER IN -PLACE iRcik PL DELAWARE LEPC'-;G 0 10 H —PL GRAPHIC SCALE 20 40 iF MATCH LINE 15+50 (SEE SHEET C-9) 80 ( IN FEET ) 1 inch = 20 ft. Call Two Working Days Before You Dig! 1-800-227-2600 BID SUB AL NOVEMBER, 2004 DESCRIPTION z BELLECCI & ASSOCIATES, U N .z, z N • O O N Nb Z NQ F W W D 0 Z W W 0- az Q w o r0r^ IL vJ M W W L.L v/ MPROVEMENTS 3RD AVENUE DEMOLITION PLAN 0_ 0_ SURVEYED BY: w 0 O z O O Eo 0 0 DRAWN BY: KM 0 0 Lu 0 J 0 - m 0 w w 2 O O N I I J 0 to PROJECT NO.: 463336 CASE 2 DRAWER 19 SET 28 C-8 Lou I- a 0 r m P:AProjects\2003V03091VdwgA6th SubmittalA3091DM6.dwg, m rl -u � LIT I1E1I DEMOLITION LEGEND & NOTES REMOVE CURB & GUTTER AND BASE REMOVE AND EXPORT AC PAVING, PCC PAD, AGGREGATE BASE AND SUBSOIL DOWN TO THE DESIGNED SUBGRADE. ASSUME EXISTING STREET SECTION IS 6" AC OVER 6" PCC OVER 6" AB. COLD PLANE ASPHALT CONCRETE REMOVE AND EXPORT PCC PAVING, BRICK PAVERS, BASE AND SUBSOIL DOWN TO THE DESIGNED SUBGRADE. ASSUME EXISTING SIDEWALKS ARE 5" PCC OVER 6" AB. ASSUME DRIVEWAYS ARE 6" PCC OVER 6" AB. REMOVE PLANTER WALL/ FENCE/ POST/ FOUNDATION/ VEGETATION / IRRIGATION AND SOIL TO THE DESIGNED SUBGRADE. REMOVE PARKSTRIP, PLANTS, IRRIGATION, AND SUBSOIL TO DESIGNED SUBGRADE. CAP EXISTING IRRIGATION. INSTALL "ROAD CONSTRUCTION AHEAD" CONSTRUCTION AREA SIGN PER CHAPTER 5, TRAFFIC CONTROL, OF CALTRANS TRAFFIC MANUAL INSTALL"END CONSTRUCTION" CONSTRUCTION AREA SIGN PER CHAPTER 5, TRAFFIC CONTROL, OF CALTRANS TRAFFIC MANUAL SIC SIGNAL INTERCONNECT CABLE (E) PROTECT -IN -PLACE C2 • C3, l 51 SEE GRADING DETAILS FOR STORM DRAINAGE TREATMENT AND CONNECTION. PROTECT EXISTING STORM DRAIN CATCH BASIN IN -PLACE ALIGN SAWCUT WITH BACK OF CURB SAWCUT AND REMOVE EXISTING SIDEWALK, DRIVEWAY, CONCRETE AND BASE. CONTRACTOR SHALL REMOVE AND DISPOSE ALL NEWSPAPER AND BROCHURE RACKS PLANS WITHIN THE PROJECT SITE AND PUBLIC RIGHT-OF-WAY. THIS INCLUDES ALL RACKS NOT SHOWN ON PLANS. CONTRACTOR SHALL VISIT SITE DURING BIDDING TO DETERMINE NUMBER OF RACKS. REMOVE CROSSWALK STRIPES, PAVEMENT MARKINGS, PAVEMENT MARKERS IN CONFLICT SEE IMPROVEMENT PLANS FOR REPLACEMENTS PROTECT CROSSWALK STRIPES, PAVEMENT MARKINGS, PAVEMENT MARKERS, MEDIAN STRIPING & PAINTED CURB IN -PLACE ADJUST SSMH AND SDMH TO GRADE REPLACE SIDEWALK CURB DRAIN (CURB DRAIN SHALL BE CONSTRUCTED AROUND STREETLIGHT OR TREE AS NECESSARY AND SHALL BE APPROVED BY ENGINEER.) r W z oa--r-- --. J 2 U H Q 2 CONSTRUCTION SITE N.I.C. DRIVEWAY REMOVAL & SIDEWALK & CURB DRAIN N.I.C.. REPLACEMENT BY ADJACENT DEVELOPER NEW TREE / PLANTING BY / N.I.C. DEVELOPER PROTECT TREE (E) IN -PLACE 42" SD RCP PROTECT l IN -PLACE PROTECT TREE NEW TREE (E) IN -PLACE PLANTING BY DEVELOPER 2 CURB DRAINS OH TRANSFORMER RED No parking zone / c 11fie /( 11 1\ REPLACE PAINTED CURB IN KIND J AS APPROVED BY CITY ENGINEER. (of -1;N) REPLACE FIRE HYDRANT BLUE MARKER UY WIRE WI, P BC LARD_ h _ C 13J REMOVE AND RELOCATE BOLLARD AS SHOWN ON IMPROVEMENT PLANS REMOVE AND REINSTALL TRAFFIC SIGNS ON POST. BOLLARD RED No parking zone REMOVE PARKING METER, POST, FOUNDATION C 15 J & CONFLICTING PARKING STRIPES SALVAGE PARKING METER & POST 4 No 16 REMOVE & REINSTALL TRASH RECEPTACLE WITHIN THE PROJECT SITE AND PUBLIC RIGHT-OF-WAY. THIS INCLUDES ALL TRASH CANS NOT SHOWN ON PLANS. CONTRACTOR SHALL VISIT SITE DURING BIDDING TO DETERMINE NUMBER OF RECEPTACLES. C171 ADJUST UTILITY COVERS TO GRADE DO NOT DAMAGE DETECTOR EXISTING LOOPS AND WIRES PROTECT EXISTING SIGNAL AND SIC CONDUITS AND CONDUCTORS EXISTING STREET LIGHT AND POWER POLE. REFER TO ELECTRICAL PLANS. RFD urnNoparking zone ; B LLARD RED o parking e. °ROTECT I&J-PLACE SUNRDCK INSURANCE REl o parkrg zone bw \ 6 64 ea Leo a 0 0 0 T L7 U: �. 4- SL! C(; I' EAST 3RD AVENUE 18+00 ORMEN SEE EXISTING FACILITY PLANS FOR TREATMENT (I.E., LIGHT POLES, UTILITY BOXES, VALVES, IRRIGATION, TREES, ETC.) GRAPHIC SCALE 20 0 10 20 40 80 (IN FEET) 1 inch = 20 ft. Call Two Working Days Before You Dig! 1-800-227-2600 BID SUB SUBMITTAL NOVEMBER, 2004 DESCRIPTION 0 z & ASSOCIATES, U U a w z z P.2 � Cm Z Q 11: H co in W W D 0 Z W W Q H C W Q gy0'0 M w MPROVEMENTS 3RD AVENUE DEMOLITION PLAN 0 SURVEYED BY: o O Z 0 0 DRAWN BY: KM O N I I W —J U (I) PROJECT NO.: 463336 CASE 2 DRAWER 19 SET 2B C-9 >- m cts\2003\03091\dwg\6th Submittal\3091IP6 dwg, man BEGIN 4 2+47.75, 36 89 L: w D 0 Q 0 LL NQ LL 11 1 1 1 } 1 1 1 1 1 1 2+49.92, 26.33 L �1 CL RAMP END N 2+59.54, 21.04 L 33 17.88' 11 J U) (10 N i7 JI29 2 r H BEGIN 2+68.61, 25.68 R 20 3+00 - X11 ! F/C' _U PL 0 10 20 END BEGIN ❑5 W _1§ n LL rico r J N4 < N m COUP m IJC 31 END hI BEGIN: 1 5 -PL 80 ( IN FEET ) 1 inch = 20 ft. J N- U) N HIP END BEGIN F- M N H /,I 32I u�u BEGIN 4+00 EAST 4TH AVENUE 1 .. . A A EAST 3RD AVE U) 0 0 J W F -- 0 lit U) Z O SH ET 2 w Q J 0 EAST 3RD AVE EAST 4TH AVE KEY MAP SCALE: 1' = 100" m co N U) 1'- (1) 1 1 ( r. I I I i 1 1 1 1 1 1 1 1 1 J n BEGIN P J rkrrin REMOVE AC PAVING, PCC BASE & AGGREGATE BASE, INSTALL 12" FDAC. PROVIDE ENGINEER FILL COMPACTED TO 95% BENEATH NEW FDAC. COLD PLANE 2" THICK AC, TO ACCOMMODATE 2" AC OVERLAY TO NEW FINISH GRADES. INSTALL NEW CONCRETE SIDEWALK PER NEW TREE PLANTING. SEE LANDSCAPE PLANS NEW STREETLIGHT. SEE ELECTRICAL PLANS - PROPERTY LINE Iii;AR 12 IJ O M J N a0 0 16.17' - BEGIN J O O C') N Co O -, P 1 118111/f 17.72' E D x n,. (" I I➢II BEG N_ F 'Jr 4, N1 1'7F/, rtl. ow BEGIN m co STREET IMPROVEMENT LEGEND & NOTES 2 n 4 5 6❑ 8 10 15 16 17 18 SAWCUT AND REMOVE EXISTING SIDEWALK TO NEAREST CONTROL JOINT ALIGN SAWCUT WITH EXISTING BACK OF CURB SEE IRRIGATION PLANS AND ELECTRICAL PLANS FOR IRRIGATION AND ELECTRICAL LAYOUT REMOVE AND REPLACE CURB & GUTTER BEYOND CURB RAMP TO NEAREST CONTROL JOINT. TRANSITION TOP OF CURB TO MATCH EXISTING CURB HEIGHT. NEW CURB AND GUTTER TYPE "A" PER CITY STD DETAIL NO. 141A CURB & GUTTER TO REMAIN EXISTING SIDEWALK TO REMAIN. DOWEL NEW SIDEWALK INTO EXISTING SIDEWALK. SEE GRADING AND UTILITY UNDERGROUNDING PLANS FOR NEW STORM DRAIN CONSTRUCT NEW DRIVEWAY PER INSTALL CASE "A" WHEELCHAIR RAMP SEE TYPICAL BULBOUT & HANDICAP RAMP SECTION SEE TYPICAL SIDEWALK SECTION WITH NON -WIDENING AREAS SEE TYPICAL SIDEWALK SECTION WITH SIDEWALK WIDENING AREAS SEE GRADING DETAILS CO END MI / BEGIN IrI 24 25 29 31 1 32 33 34 36 37 GRAPHIC SCALE 6100 D �� I 1 16 1.v 0 END BEGIN m a N BEGIN LPN) m a LL -J N M 0J ©o m co INSTALL CROSSWALK STRIPES PER CALTRANS STANDARD PLAN NO. A24E EXTEND EXISTING STRIPES TO CROSSWALK, PER DETAIL 23 ON CALTRANS STANDARD PLAN NO. A20A AS APPROVED BY CITY ENGINEER CONTRACTOR SHALL REMOVE AND DISPOSE ALL NEWSPAPER AND BROCHURE RACKS WITHIN THE PROJECT SITE AND PUBLIC RIGHT-OF-WAY. THIS IS NOT LIMITED TO THE RACKS THAT ARE NOT SHOWN ON PLANS. CONTRACTOR SHALL VISIT SITE DURING BIDDING TO DETERMINE NUMBER OF RACKS. COORDINATE WITH PROPERTY OWNER & BUILD TEMPORARY DRIVEWAY TO ALLOW TRAFFIC ACCESS MAINTAIN EXISTING DRIVEWAY OPEN AT ALL TIME TO ALLOW TRAFFIC ACCESS 3 -FOOT DRIVEWAY FLARE 2 -FOOT DRIVEWAY FLARE PAINTED CURB AS DIRECTED BY CITY ENGINEER 7+00 E 7+00 (SEE SHEET C-11) 2 U Q LINE TABLE LINE LENGTH BEARING L1 8.69 S40°29'24"E L2 5.00 S49°03'25"W L3 57.02 S48°28'32"W L4 18.34 S48°53'13"W L5 6.03 N48°29'59"E L6 2.33 N86°18'58"W L7 5.36 N48°30'00"E L8 5.64 N86°34'18"W L9 10.94 S41°45'11"E L10 10.58 S41°20'11"E L11 4.54 S03°35'25"W L12 7.43 N48°36'30"E L13 1.88 NO3°31'56"E L14 11.03 N48°30'47"E L15 5.00 N41°32'20"W L16 6.14 S86°28'54"E L17 4.69 N48°36'30"E L18 2.36 S86°29'20"E L19 11.03 N48°36'30"E L20 109.38 N48°30'40"E L21 2.32 N86°29'35"W L22 14.65 S41°20'47"E L23 123.07 N48°33'03"E 0 CURVE TABLE CURVE LENGTH RADIUS DELTA C1 7.89 5.00 90°27'11" C2 2.37 3.00 45°21'31" C3 3.94 5.00 45°11'02" C4 22.38 16.00 80°08'37" C5 479 5.00 54°55'41" C6 2.35 3.00 44°49'07" C7 2.35 3.00 44°55'36" C8 6.02 5.00 68°59'10" C9 18.43 16.00 65°59'45" C10 3.93 5.00 45°04'34" C11 2.35 3.00 44°58'37" C12 2.35 3.00 44°56'33" C13 472 500 54°03'13" C14 22.63 16.00 81°02'11" C15 392 5.00 44°54'10" C16 2.35 3.00 44°54'10" SEE GRADING & UNDERGROUNDING UTILITY PLANS FOR CURVE COORDINATES REMOVE AND REPLACE PAVEMENT MARKINGS / PARKING STRIPES IN KIND. LOCATION SHALL BE APPROVED BY CITY ENGINEER REMOVE AND RELOCATE ROADWAY SIGNS TO (N) STREETLIGHT POLE. ALSO SEE NOTE 39 REMOVE ROADWAY SIGNS, POST & FOUNDATION AND RELOCATE SIGN & POST IN CONFORMANCE WITH THE FOLLOWING CASES AND NOTE 39: 1. WHEN SIGN FACE IS INTENDED TO BE PERPENDICULAR TO TRAFFIC FLOW, SIGN EDGE SHALL BE 12" MIN. FROM CURB FACE. 2. WHEN SIGN FACE IS INTENDED TO BE PARALLEL TO TRAFFIC FLOW SIGN POST SHALL BE 21" MIN. FROM CURB FACE. SIGN POST SHALL BE INSTALLED IN A 6" CLASS "A" P.C.C. FOUNDATION PER CALTRANS STANDARD SPECIFICATION SECTION 56-2.03. CONTRACTOR SHALL WORK WITH ENGINEER TO DETERMINE THE CORRECT SIGN ORIENTATION & HEIGHT. ALL SIGN LOCATIONS SHALL BE APPROVED BY ENGINEER. BID SUBMITTAL NOVEMBER, 2004 DESCRIPTION Z O No 5z w Cr & ASSOCIATES, INC C Z cC F- co co w W Z W w 0- Q Z Q �w 05 < p U 0) co w L.L vJ MPROVEMENTS 4TH AVENUE IMPROVEMENT PLAN SURVEYED BY: PR O z 0 0 DRAWN BY: KM 0 H 0 J 0 0 W W x 0 SCALE: 1" = 20' PROJECT NO.: 463336 CASE 2 DRAWER 19 SET 28 C-10 P:\Proj ec ts\2003\0309 I \dwg\6th Submittal\3091IP6.dwg, ma 2 U Q 7+00 +99 28 TTI fTTr ill I �.I 18.01' N w4.1 I I I I I I I 'I I I I LIgl° „4JW - CD CO N N - J 0 N- N- 0.1 ozHn ?Frr pnklry 7+65.25 31 01 R CL RAMP BEGIN EAST 3RD AVE EAST 4TH AVE U) CLAREMONT EAST 3RD AVE SHEET OUTH EL DORADO ST KEY MAP SCALE: 1' = 100" \. I-, 3. ICI:. BEGIN RED No pork, g zone 20 0 - RED ,.n y -- 33 4 VII II IL S iIIIPLD BEGIN WHEY LUBE 10 -J 0) Li DRAIN 9+00 GAS ?^ SHOP J FROM J N EAST 4TH AVENUE 33 H I!i�J 5.50' - w O ce� O LL J co; n Q> O p N J w o)Udo GRAPHIC SCALE 20 40 8 RFD N. pork m9 U) R 80 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 O ( INFEET ) 1 inch = 20 ft REMOVE AC PAVING, PCC BASE & AGGREGATE BASE, INSTALL 12" FDAC. PROVIDE ENGINEER FILL COMPACTED TO 95% BENEATH NEW FDAC. COLD PLANE 2" THICK AC, TO ACCOMMODATE 2" AC OVERLAY TO NEW FINISH GRADES. INSTALL NEW CONCRETE SIDEWALK PER NEW TREE PLANTING. SEE LANDSCAPE PLANS NEW STREETLIGHT. SEE ELECTRICAL PLANS - PROPERTY LINE 5.50' - END BEGIN 1171 RD DRAIN 5 Elxn EES H AU E:TB, BEGIN Pty k FL BRICK I /FR PAN.) d' N & 6" FROM TREE GRATE STREET IMPROVEMENT LEGEND & NOTES ❑3 4 6❑ 8 10 11 15 16 19 20 c[ m N Q Int D ;Nil IkIN, A J VgI N - 1 r N 5.50' CO J w d SAWCUT AND REMOVE EXISTING SIDEWALK TO NEAREST CONTROL JOINT ALIGN SAWCUT WITH EXISTING BACK OF CURB SEE IRRIGATION PLANS AND ELECTRICAL PLANS FOR IRRIGATION AND ELECTRICAL LAYOUT REMOVE AND REPLACE CURB & GUTTER BEYOND CURB RAMP TO NEAREST CONTROL JOINT. TRANSITION TOP OF CURB TO MATCH EXISTING CURB HEIGHT. NEW CURB AND GUTTER TYPE "A" PER CITY STD DETAIL NO. 141A CURB & GUTTER TO REMAIN EXISTING SIDEWALK TO REMAIN. DOWEL NEW SIDEWALK INTO EXISTING SIDEWALK. SEE GRADING AND UTILITY UNDERGROUNDING PLANS FOR NEW STORM DRAIN CONSTRUCT NEW DRIVEWAY PER INSTALL CASE "A" WHEELCHAIR RAMP INSTALL CASE "C" WHEELCHAIR RAMP SEE TYPICAL BULBOUT & HANDICAP RAMP SECTION SEE TYPICAL SIDEWALK SECTION WITH NON -WIDENING AREAS SEE GRADING DETAILS SEE GRADING DETAILS END 77. END 1 4 1 /BEGIN U) 24 25 28 291 31 33 34 35 36 37 38 39 0 u I1 INSTALL CROSSWALK STRIPES PER CALTRANS STANDARD PLAN NO. A24E 12+00 EAST 4TH AVENUE EXTEND EXISTING STRIPES TO CROSSWALK, PER DETAIL 23 ON CALTRANS STANDARD PLAN NO. A20A AS APPROVED BY CITY ENGINEER CONTRACTOR SHALL REMOVE AND DISPOSE ALL NEWSPAPER AND BROCHURE RACKS WITHIN THE PROJECT SITE AND PUBLIC RIGHT-OF-WAY. THIS IS NOT LIMITED TO THE RACKS THAT ARE NOT SHOWN ON PLANS. CONTRACTOR SHALL VISIT SITE DURING BIDDING TO DETERMINE NUMBER OF RACKS. COORDINATE WITH PROPERTY OWNER & BUILD TEMPORARY DRIVEWAY TO ALLOW TRAFFIC ACCESS MAINTAIN EXISTING DRIVEWAY OPEN AT ALL TIME TO ALLOW TRAFFIC ACCESS 3 -FOOT DRIVEWAY FLARE PAINTED CURB AS DIRECTED BY CITY ENGINEER REMOVE AND REPLACE PAVEMENT MARKINGS / PARKING STRIPES IN KIND. LOCATION SHALL BE APPROVED BY CITY ENGINEER EXTEND EXISTING STRIPES TO CROSSWALK, PER DETAIL 10 ON CALTRANS STANDARD PLAN NO. A20A AS APPROVED BY CITY ENGINEER Q LINE TABLE LINE LENGTH BEARING L20 109.38 N48°30'40"E L21 2.32 N86°29'35"W L22 14.65 S41°20'47"E L23 123.07 N48°33'03"E L24 8,44 N41°27'08"W L25 18.87 S41°29'32"E L26 6.01 N48°30'55"E L27 8.51 S03°30'31"W L28 1.30 S48°30'55"W L29 16.42 N48°30'55"E L30 4.11 S41°30'00"E L31 5.18 S86°25'45"E L32 19.98 N41°24'06"W L33 91.62 S48°33'19"W L34 42.46 N48°27'04"E 0 CURVE TABLE CURVE LENGTH RADIUS DELTA C17 2.36 3.00 44°59'45" C18 4.07 5.00 46°40'16" C19 24.67 16.00 88°20'09" C20 37.71 24.00 90°01'57" C21 25.35 16.00 90°47'38" C22 2.36 3.00 45°00'24" C23 2.36 3.00 45°00'24" C24 21.99 14.00 90°00'00" C25 3.92 5.00 44°55'45" C26 2.36 3.00 45°01'39" SEE GRADING & UNDERGROUNDING UTILITY PLANS FOR CURVE COORDINATES REMOVE AND RELOCATE ROADWAY SIGNS TO (N) STREETLIGHT POLE. ALSO SEE NOTE 39 REMOVE ROADWAY SIGNS, POST & FOUNDATION AND RELOCATE SIGN & POST IN CONFORMANCE WITH THE FOLLOWING CASES AND NOTE 39: 1. WHEN SIGN FACE IS INTENDED TO BE PERPENDICULAR TO TRAFFIC FLOW, SIGN EDGE SHALL BE 12" MIN. FROM CURB FACE. 2. WHEN SIGN FACE IS INTENDED TO BE PARALLEL TO TRAFFIC FLOW SIGN POST SHALL BE 21" MIN. FROM CURB FACE. SIGN POST SHALL BE INSTALLED IN A 6" CLASS "A" P.C.C. FOUNDATION PER CALTRANS STANDARD SPECIFICATION SECTION 56-2.03. REMOVE STOP SIGN, POST & FOUNDATION AND RELOCATE SIGN & POST 4' FROM CL OF THE NEAREST CROSSWALK STRIPE AND 21" MIN. FROM CURB FACE. ALSO, SEE NOTE 39 CONTRACTOR SHALL WORK WITH ENGINEER TO DETERMINE THE CORRECT SIGN ORIENTATION & HEIGHT. ALL SIGN LOCATIONS SHALL BE APPROVED BY ENGINEER. gOFESSIp 4A %oQ H No. 48394 \ EXP. 6-30-06 st CI V1\.- �/ 4. OF BID SUBMI L NOVEMBER, 2004 DESCRIPTION z 0 (75O >z w & ASSOCIATES, I Ol g3 V N b g x Z H L1J W D 0 Z L1.1 0- az = Q _x- a Q p O co w CC H MPROVEMENTS 4TH AVENUE IMPROVEMENT PLAN SURVEYED BY: PR w 0 O z O O m O 0 DRAWN BY: KM O N II W J U In PROJECT NO.: 463336 CASE 2 DRAWER 19 SET 28 C-11 w F- 0 >- m v AProjects \2003V03091AdwgV6th SubmittalA 309 I IP6.dwg, ma -PL- CLAREMONT STREET 0 97, 24.P L CL; MP I 1 11 8 fi�LL I EAST 3RD AVEIh1UEIIIII 20 0 10 O - I � 11N+21.48, 2.25 R CLR• GRAIPIIC SCALE 20 40 -16.07' ( IN FEET) 1 inch = 20 ft SHEET 4 I,0 N M co CO + cc �p ci ;N1 N co 0) �NII N EAT BRO'Of}IF.0 10 RFD 0 p rk 7a in BEGIN PI S In Id I END park ma ;BEGIN 5 18.00'% U I/I � U, DRAIN N En r RAY oHONF- = AS FACOMA BE N 0 rn CURB DRAIN J e0 0 TN END BEGIN BEGIN OfU FIontog EOjoC. P � 2 CURB DRAINS; DICES EAST 3RD A C/) EAST 4TH AVE CLAREMONT ST EAST 4TH AVE 0 0 w 2 I- 0 r KEY MAP SCALE: V = 100" cC O STAR ONE SAd0KE N - 0) N CO 437. Hr- JACK -UN -THE BOX BEGIN II I 13+00 EAST 3RD AVENUE BEGIN 171 END -- N rD N o) co 0 FR NS J th cO ED 0 pod One END BEGIN i JAY BIRD BOOKS 0 CURVE TABLE CURVE LENGTH RADIUS DELTA C27 2.36 3.00 45°00'52" C28 4.48 5.00 51°18'49" C29 23.37 16.00 83°41'07" C30 3.93 5.00 45°00'43" C31 2.34 3.00 44°45'23" C32 2.34 3.00 44°36'58" C33 3.29 5.00 37°45'27" C34 28.58 16.00 102°19'49" C35 2.85 5.00 32°39'42" C36 2.36 3.00 45°03'21" C37 2.33 3.00 44°30'07" C38 2.33 3.00 44°28'41" C45 4.45 20.00 12°4529" J W 0 SEE GRADING & UNDERGROUNDING UTILITY PLANS FOR CURVE COORDINATES RED No pnk' g zo I I IIl l l llil ii I I I N CO IY WIRE 15' RED J> porking 1 1 1 1 1 1 1 . 1 1 1 1 1 1 00 AL IPX ARCO GAS STATI ON YELLOW MARKERS. -a b ED - No parking RED rkone ne C END BWE H gRANn e" REMOVE AC PAVING, PCC BASE & AGGREGATE BASE, INSTALL 12" FDAC. PROVIDE ENGINEER FILL COMPACTED TO 95% BENEATH NEW FDAC. COLD PLANE 2" THICK AC, TO ACCOMMODATE 2" AC OVERLAY TO NEW FINISH GRADES. INSTALL NEW CONCRETE SIDEWALK PER NEW TREE PLANTING. SEE LANDSCAPE PLANS NEW STREETLIGHT. SEE ELECTRICAL PLANS - PROPERTY LINE LAYOUT LINE IS TOP CORNER AT FACE OF CURB (TYPICAL) VARIES -SEE LAYOUT TOP OF (E) PAVEMENT INSTALL TYPE B3 MEDIAN CURB PER PLAN A87 OF CALTRANS STANDARD PLANS (TYPICAL) REFER TO LANDSCAPE PLANS FOR INTERLOCKING PAVERS AND BASE FULL WIDTH MEDIAN WITH PAVERS (, IMPROVEMENT SECTION N.T.S. 0 O 0 BEGIN 14+34.47, 26.81 L 14+00 SEE MEDIAN DETAIL BELW 14 37 0 BEGI 43.47 S H i" I .I . GA, sTATJDN SAWCUT AT BOTTOM N OF RAMP, REBUILD co HALF OF RAMP IN KIND v co ' ' LLD JO I ; l I 15.00' 7 TRAFFC SIGNS W 0 U- -J Ln } en cc 1(e) J W U It @0 -'5.50 END BEGIN J 15+00 1 Hi; Na pretmq zone PL sr I PADMOUNT TRANSFORMLR RED 740 parking zone NIL DELAWARE CENTER x BR CD STREET IMPROVEMENT LEGEND & NOTES ❑3 4 5 6 7❑ n 10 13 14 15 16 17 SAWCUT AND REMOVE EXISTING SIDEWALK TO NEAREST CONTROL JOINT ALIGN SAWCUT WITH EXISTING BACK OF CURB SEE IRRIGATION PLANS AND ELECTRICAL PLANS FOR IRRIGATION AND ELECTRICAL LAYOUT REMOVE AND REPLACE CURB & GUTTER BEYOND CURB RAMP TO NEAREST CONTROL JOINT. TRANSITION TOP OF CURB TO MATCH EXISTING CURB HEIGHT. NEW CURB AND GUTTER TYPE "A" PER CITY STD DETAIL NO. 141A CURB & GUTTER TO REMAIN EXISTING SIDEWALK TO REMAIN. DOWEL NEW SIDEWALK INTO EXISTING SIDEWALK. SEE GRADING AND UTILITY UNDERGROUNDING PLANS FOR NEW STORM DRAIN CONSTRUCT NEW DRIVEWAY PER INSTALL CASE "A" WHEELCHAIR RAMP INSTALL VERTICAL PLANTER CURB TO MATCH EXISTING REGRADE PLANTER (IMPORT/EXPORT SOIL) TO MATCH NEW CONCRETE CURB; REINSTALL AND ADJUST IRRIGATION TO MATCH THE SHAPE OF THE RECONSTRUCTED PLANTER; PROVIDE NEW SPRINKLER HEADS, NEW ELBOW, COUPLINGS, PVC PIPE AND TRENCHING. SEE TYPICAL BULBOUT & HANDICAP RAMP SECTION SEE TYPICAL SIDEWALK SECTION WITH NON -WIDENING AREAS SEE TYPICAL SIDEWALK SECTION WITH SIDEWALK WIDENING AREAS SEE GRADING DETAILS 24 25 28 31 32 33 ❑34 36 39 40 41 42 SHELL CAR END BEGIN WA 5 h I N.I.C. NEW TREE PLANTING BY DEVELOPER END 0 CO H w V J w ' w 0 1 1 r z J H 2 INSTALL CROSSWALK STRIPES PER CALTRANS STANDARD PLAN NO. A24E EXTEND EXISTING STRIPES TO CROSSWALK, PER DETAIL 23 ON CALTRANS STANDARD PLAN NO. A20A AS APPROVED BY CITY ENGINEER Q LINE TABLE LINE LENGTH BEARING L35 5.00 N41°30'46"W L36 6.42 NO3°06'12"E L37 5.62 NO3°30'29"E L38 5.00 S48°33'50"W L39 28.97 N48°23'52"E L40 40.77 N48°11'25"E L41 5.00 541°29'04"E L42 6.49 S86°29'56"E L43 2.67 N48°30'00"E L44 2.40 586°29'17"E L45 6.70 N48°45'21"E L46 16.39 N48°30'43"E L47 1.75 S86°59'10"E L48 88.96 N48°32'09"E L49 43.58 N48°35'34"E L50 23.21 N48°35'34"E CONTRACTOR SHALL REMOVE AND DISPOSE ALL NEWSPAPER AND BROCHURE RACKS WITHIN THE PROJECT SITE AND PUBLIC RIGHT-OF-WAY. THIS IS NOT LIMITED TO THE RACKS THAT ARE NOT SHOWN ON PLANS. CONTRACTOR SHALL VISIT SITE DURING BIDDING TO DETERMINE NUMBER OF RACKS. INSTALL INTERLOCKING PAVER MEDIAN TRAFFIC ISLAND WITH TYPE B3 CURB PER PLAN 83 OF CALTRANS STANDARD PLANS COORDINATE WITH PROPERTY OWNER & BUILD TEMPORARY DRIVEWAY TO ALLOW TRAFFIC ACCESS 3 -FOOT DRIVEWAY FLARE 2 -FOOT DRIVEWAY FLARE PAINTED CURB AS DIRECTED BY CITY ENGINEER REMOVE AND REPLACE PAVEMENT MARKINGS / PARKING STRIPES IN KIND. LOCATION SHALL BE APPROVED BY CITY ENGINEER REMOVE AND RELOCATE ROADWAY SIGNS TO (N) STREETLIGHT POLE. ALSO SEE NOTE 39 CONTRACTOR SHALL WORK WITH ENGINEER TO DETERMINE THE CORRECT SIGN ORIENTATION & HEIGHT. ALL SIGN LOCATIONS SHALL BE APPROVED BY ENGINEER. INSTALL CALTRANS "TYPE K" MARKER ON NEW MEDIAN ISLAND NOSE ALIGN FACE OF MEDIAN CURBS TO MATCH INSIDE EDGE OF EXISTING STRIPING REPLACE CROSSWALK STRIPING IN KIND BID SUBMITTAL NOVEMBER, 2004 DESCRIPTION z 0 No >z w IY z & ASSOCIATES, z a_ H w Q I w Zw LU > 2 z Q > EL rv. U u co w LL 3RD AVENUE IMPROVEMENT PLAN SURVEYED BY: PR O z O O O w 0 DRAWN BY: KM 0 CAI 0 J 0 r m 0 w U w U O N II J 0 N PROJECT NO.: 463336 CASE 2 DRAWER 19 SET 2B C-12 ojects\2003\03091\dwg\6th Submittal \3091 IP6.dwg, mandy, KIP.pc3 EAST 3RD AVE EAST 4TH AVE CLAREMONT ST DELAWARE S 2 0 (J) • 0A'0 e EAST 3RD AVE I I T EAST 4TH AVE c) SOUTH EL DORADO S KEY MAP SCALE: 1' = 100" SHEET 5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 MATCH LINE 15+50 (SEE SHEET C-12) N.I.C. NEW TREE PLANTING BY DEVELOPER P's PROTECT TREE (E) IN -PLACE —PL 6 J V m rn m v LA N.I.C. NEW TREE PLANTING BY DEVELOPER r'; BEGIN OH ;Ir n END - BEGIN 1/411 1 1 1 porkina N- CO CO N PROTECT TREE (E) IN -PLACE [ J CO N C. 21/1 :H'AIND km � -N.r or kwq N.I.C. DRIVEWAY REMOVAL, CURB DRAIN & — SIDEWAjK REPLACEMENT BY ADJACENT BEGIN T DEVELOPER 16+00 16+47.92, 26 38 L J 07 a) N N.I.C. Ti) NEW TREE 143 PLANTING BY' - DEVELOPER No oarkin. 4.00 REMOVE AC PAVING, PCC BASE & AGGREGATE BASE, INSTALL 12" FDAC. PROVIDE ENGINEER FILL COMPACTED TO 95% BENEATH NEW FDAC. L [LOII BOLL Yi PEA > J O >- C. U N UJ Uo COLD PLANE 2" THICK AC, TO ACCOMMODATE 2" AC OVERLAY TO NEW FINISH GRADES. INSTALL NEW CONCRETE SIDEWALK PER NEW TREE PLANTING. SEE LANDSCAPE PLANS NEW STREETLIGHT. SEE ELECTRICAL PLANS — PROPERTY LINE 0 Un C n Z 1 1 1 1 1 2.66' CO CO N CO CD CO WEII ORINr. VRI END 'BEGIN cc 7 Lei co 6 CO O N LO U) CO STREET IMPROVEMENT LEGEND & NOTES 1❑ ❑3 4 0 6❑ 7 8 10 15 16 T SAWCUT AND REMOVE EXISTING SIDEWALK TO NEAREST CONTROL JOINT ALIGN SAWCUT WITH EXISTING BACK OF CURB SEE IRRIGATION PLANS AND ELECTRICAL PLANS FOR IRRIGATION AND ELECTRICAL LAYOUT It co C 0 N o_ + J REMOVE AND REPLACE CURB & GUTTER BEYOND CURB RAMP TO NEAREST CONTROL JOINT. TRANSITION TOP OF CURB TO MATCH EXISTING CURB HEIGHT. NEW CURB AND GUTTER TYPE "A" PER CITY STD DETAIL NO. 141A CURB & GUTTER TO REMAIN EXISTING SIDEWALK TO REMAIN. DOWEL NEW SIDEWALK INTO EXISTING SIDEWALK. SEE GRADING AND UTILITY UNDERGROUNDING PLANS FOR NEW STORM DRAIN CONSTRUCT NEW DRIVEWAY PER INSTALL CASE "A" WHEELCHAIR RAMP SEE TYPICAL BULBOUT & HANDICAP RAMP SECTION SEE TYPICAL SIDEWALK SECTION WITH NON -WIDENING AREAS SEE GRADING DETAILS 25 26 28 30 34 31 33 38 39 r T ❑n EAST 3RD AVENUE T 20 0 10 18+00 GRAPHIC SCALE 20 40 80 INSTALL CROSSWALK STRIPES PER CALTRANS STANDARD PLAN NO. A24E EXTEND EXISTING STRIPES TO CROSSWALK, PER DETAIL 23 ON CALTRANS STANDARD PLAN NO. A20A AS APPROVED BY CITY ENGINEER CONTRACTOR SHALL REMOVE AND DISPOSE ALL NEWSPAPER AND BROCHURE RACKS WITHIN THE PROJECT SITE AND PUBLIC RIGHT-OF-WAY. THIS IS NOT LIMITED TO THE RACKS THAT ARE NOT SHOWN ON PLANS. CONTRACTOR SHALL VISIT SITE DURING BIDDING TO DETERMINE NUMBER OF RACKS. COORDINATE WITH PROPERTY OWNER & BUILD TEMPORARY DRIVEWAY TO ALLOW TRAFFIC ACCESS MATCH EXISTING PARK STRIP WIDTH REMOVE AND REPLACE PAVEMENT MARKINGS IN KIND. LOCATION SHALL BE APPROVED BY CITY ENGINEER 3 -FOOT DRIVEWAY FLARE PAINTED CURB AS DIRECTED BY CITY ENGINEER (IN FEET) 1 inch = 20 ft. Q LINE TABLE LINE LENGTH BEARING L50 23.21 N48°35'34"E L51 10.48 N47°57'34"E L52 1.84 N41°24'45"W L53 5.16 N86°29'04"W L54 5.00 S41°24'45"E L55 46.44 N48°29'20"E L56 5.27 S48°33'59"W L57 1.91 S41°26'06"E L58 5.18 S03°30'53"W L59 5.00 N41°26'06"W 0 CURVE TABLE CURVE LENGTH RADIUS DELTA C39 25.13 16.00 89°59'55" C40 3.92 5.00 44°56159" C41 2.35 3.00 44°56'59" C42 24.96 16.00 89°22'20" C43 3.93 5.00 45°04'19" C44 2.36 3.00 45°04'19" SEE GRADING & UNDERGROUNDING UTILITY PLANS FOR CURVE COORDINATES REMOVE STOP SIGN, POST & FOUNDATION AND RELOCATE SIGN & POST 4' FROM CL OF THE NEAREST CROSSWALK STRIPE AND 21" MIN. FROM CURB FACE. ALSO, SEE NOTE 39 CONTRACTOR SHALL WORK WITH ENGINEER TO DETERMINE THE CORRECT SIGN ORIENTATION & HEIGHT. ALL SIGN LOCATIONS SHALL BE APPROVED BY ENGINEER. No. 48394 EXP. 6-30-06 BID SUBMITTAL NOVEMBER, 2004 DESCRIPTION z 0 No >z LJ 2 • • z Q w co .12 Q (1)Z C W Z w Q_ Z Q 0 5 z w Q 0_ U M LLI L.L F- U) 3RD AVENUE IMPROVEMENT PLAN SURVEYED BY: PR w 0 ci z 0 0 In Ui C0 DRAWN BY: KM T Ui 0 J 0 r m w U w 2 U C N II W J U PROJECT NO.: 463336 CASE 2 DRAWER 19 SET 28 C-13 w a 0 P:\&ojects\2003\0309 I \dwg\6th Submittal\ 309 1GD6.dwg, mandy, KIP.pc3 PROPOSED 25 LF 15" n S=0.42% W 0.5% W GRADING LEGEND & NOTES LEGEND PROPERTY LINE CURB & GUTTER BUILDING LINE INLET (SEE DETAIL) STORM DRAIN LINE SANITARY SEWER LINE WATER LINE FIBER OPTICS CABLE GAS LINE ELECTRIC LINE OVERHEAD WIRE EXISTING PL - SD SD SS SS W W MFS MFS G G E E STANDARD "BIRD -BATH" DRAINAGE BASIN SEE CITY STANDARD PLAN NO. 132 * * CONTRACTOR SHALL ONLY USE SD PIPE MATERIAL AS SPECIFICED ON PLANS. CONTRACTOR SHALL NOT USE PERFORATED PIPE AS SHOWN ON THE CITY STD PLAN NO. 132. GRADE BREAK (FLOW DIRECTION) MANHOLE PER DETAILS OH & DETAIL AREA DRAIN: CENTRAL PRECAST "ADA" WHEEL CHAIR PROOF FRAME AND GRATE & PRECAST CONCRETE DROP INLET PER DETAILS STORM DRAINAGE CLEANOUT CONCRETE COLLAR POTHOLING LOCATIONS SHOWN ON PLANS ARE SCHEMATIC. ACTUAL UTILITY LOCATIONS SHALL BE DETERMINED BY CONTACTING U.S.A. AND COORDINATING WITH UTILITY COMPANIES AND CITY ENGINEER. EXISTING POINT WITH ELEVATION & DESCRIPTION PROPOSED GRADE PROPOSED SLOPE PERCENTAGE COORDINATES 1. EXISTING DRAINAGE LOCATIONS ARE APPROXIMATE ONLY. VERIFY LOCATION & ELEVATION BEFORE MODIFYING EXISTING DRAINAGE FACILITIES. 2. ALL CONNECTIONS TO INLETS, STORM DRAIN AND MANHOLES ARE TO THE CENTER OF THE BASE. 3. RIM ELEVATIONS ARE TO THE CENTER OF GRATE. 4. CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIALS. 5. SEE CITY OF SAN MATEO STANDARD DWGS FOR DRAINAGE DETAILS NOT OTHERWISE SHOWN. 6. CONTRACTOR TO VERIFY LOCATION OF NEW DRAINAGE SYSTEM PRIOR TO INSTALLATION TO CONFIRM FEASIBILITY. ANY CONFLICTS NOT SHOWN ON PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. NOTE "A" NOTE "C" NOTE "D" NOTE "E" 11 23LF 12" SDR-35 S=0.42% C-18 PER STD TRENCH DETAIL SEE SD PROFILE 1 JUNCTION BOX WIT EDE LID PER RIM=18.49 INV=13.03 NW (IN) INV=13.03 SW (IN) INV=13.03 NE(OUT) TRIAN 15LF 12" SDR-35 S=0.77% I C-18 1 PER STD TRENCH DETAIL �� TC=18.67 LIP=18.34 N 9545.10 E 4960.05 EAST 4TH AVENU B R> iNJT E "BIRD -BATH" DRAINAGE BASIN �C-18JRIM=17.37 INV=13.12 SE (OUT) No TC=17.87 LIP=17.57,,;;_ NOTE "A" 0 ,> RIM 17.4 INV. 16.0 INV. 14.2 BOTT' TC=18.68 LIP=18.35 IRRIGATION CONTROLLER REFER TO ELECTRICAL PLANS NJTTJ oiNTL COMPLETE POTHOLING TO DETERMINE IF SS LATERAL (E) IS IN CONFLICT WITH SD. IF IN CONFLICT, REPLACE SS LATERAL PER CITY STD 110, REPLACE CLEAN -OUT PER CITY STD 101. NEW LATERAL SHALL BE 1' CLEAR OF NEW STORM DRAIN AND EXISTING GAS LINE. WATER LINE LATERAL TO IRRIGATION WATER METER SHALL BE CONSTRUCTED BY CALWATER. CALWATER SHALL BE REIMBURSED BY CITY OF SAN MATEO. CONTRACTOR SHALL COORDINATE ALL WORK WITH CALWATER. FOR BIDDING PURPOSES, CONTRACTOR SHALL ASSUME 45 LF 12" SDR 35, STORM DRAINAGE PIPE. SD PIPE SHALL BE ENCASED IN CONCRETE TRENCH PER ASSUME ENTIRE LENGHT OF PIPE HAS CONCRETE TRENCH PER 9572.98 4961.14 5 _M_HRIIM_i$.2 INV. 9.0 TC=18.22 J" WATER TC=18.12 LIP=17.79 LIP=17.89 sq SIC TC=18. 9 4/EXISR PIPE +8 .28 27.25 L \c/ C)v,'AMP N' F =18.25 JRB RETURN PROFILE 1 � N 9601. 5 E 4995: FL=17.94 LIP=18.11,Of. N 9588.75` o, E 5005.87 LF 12" SDR-35 S=0.77% R STD TRENCH DE IL SEE CURB RETURN PROFILE FL=18.00 LIP=18.17 5_SSMH RIM 181 INV- 11.1 TC=18.49 LIP=18.16 3.44 E 5037.89 TC=18.43 LIP518.10 41j3 N 9541.13 E 5041.80 N 954(t E 5047.93', °� TC=17.83 LIP=17.504-L N 9539.74' -/-to E 5049.99 NOTE "Q''o 5t0 - 05 _. '99'5.78 N 9590.19 �E 4998.68 N.. .02.97 3.30 09 E :^.•3,.19 "BIRD -BATH" DRAINAGE BASIN IR-IM=17.12 INV=12.57 E (OUT) H.P.=17.95 1.7"o j o� 592.73 TC=18.23 X015.93 I L11'=7.90 41' N 9597.65 OS E 5021.50 .14 .77 T E DETAIL TC=18.29 LIP=17.96 7.12 E 5044'34 .49 .00 .30 5+ 5. CL RA 32LF 12" SDR-35 S=0.42% 11 PER STD TRENCH D AIL C-18 SEE SD PROFILE 2 BIRD -BATH" DRAINAGE BASIN 13 RIM=17.08 INV=12.43 W (IN) INV=12.43 NW (IN) INV= 12.43 NE (OUT) PROTECT AS SHOW .LF 12" SDF73y5 S=0.4 ER CONCRETE TRENCH CO RIM 17.2 iNV 'i5 a 22.5° SDR-35 BEND INV 14.0 8071 4LF 12" SDR-35 S=0.42% PER CONCRETE TRENCH DETAIL REMOVE EX. SD INLET NOTE "D" N 9568.36 418t- FG=18.00 INV 151 INV 2 8 DRAINAGE BASIN \C -18J BACKFLOW PREVENTER & RIM=17.29 ' • :TER METER =14.25 SW (OUT = R 'y`=� . 94I NDSCAPE PLAN NOTE "E" 10NE_ PROTECT AS SHOW 111f1 'F. ) SEE SD PROFILE REMOVE EX. SD INLET & PIPE REPLACE WITH 6LF 12" SDR-35 S=0.65% PER STD TRENCH DETAIL „ "BIRD -BATH" / 13 SEE SD PROFILE CLAREMONT STREET & 4TH AVENUE INTERSECTION GRADING DETAILS Call Two Waring Days Before You Dig! 1-800 22/ 2600 RED EMBOSSED CONCRETE WATER LINE -LATERAL TO - IRRIGATION WATER METER SEE NOTE "C" ] An f i BELL ,9 NEW", Race:SP- SCALE: 1" = 10' BID SUBMITTA NOVEMBER, 2004 MATCH LINE STA 6+00, SEE DESCRIPTION z 0 (0 >z w 0 z & ASSOCIATES z F ww D C Z w 0- az = Q �- w r 05 Q p U co w w fr F- co MPROVEMENTS GRADING & UNDERGROUNDING UTILITY PLAN SURVEYED BY: 0 0 z 0 0 m DRAWN BY: KM 0 w a 0 J 0 r m 0 w 0 w 0 SCALE: AS SHOWN PROJECT NO.: 463336 CASE 2 DRAWER 19 SET 28 C-14 003\03091\dwg\6th Submittal\3091 GD6.dwg. ma 60 Ty �E FG=14.90 's, %w6, S /:4 CCBR TRC=14.30 R ra- C=13.99 Jo pcNk9* 5.19w,, zok5217.68 . PC RED E 522 . o„ 6 � N 969 sp 6 s ba MONITORING WELL 26LF 12" SDR-35 S=0.42% PER STD TRENCH DETAIL AREA DRAIN PER DETAILS \C-17 RIM=13.60 INV=8.81 NW (IN) INV=8.81 SW (OUT) 1A C-17 NOTE "A" NOTE "B" 6y I_,U (RN) IDD o RED 64 No parking zone BW=15.39 No parking ms's Z no a 01� !RR DRAIN 2 SOUTH DELAWARE STREET & 4TH AVENUE INTERSECTION GRADING DETAILS COMPLETE POTHOLING TO DETERMINE IF SS LATERAL (E) IS IN CONFLICT WITH SD. IF IN CONFLICT, REPLACE SS LATERAL PER CITY STD 110, REPLACE CLEAN -OUT PER CITY STD 101. NEW LATERAL SHALL BE 1' CLEAR OF NEW STORM DRAIN AND EXISTING GAS LINE. COMPLETE POTHOLING TO DETERMINE IF WATER LINE LATERAL (E) IS IN CONFLICT WITH SD. IF IN CONFLICT, WATER LINE LATERAL SHALL BE RECONSTRUCTED BY CALWATER. CALWATER SHALL BE REIMBURSED BY CITY OF SAN MATEO. CONTRACTOR SHALL COORDINATE ALL WORK WITH CALWATER. )RAN NORTH / WEST OF SO. EL DORADO STREET & 4TH AVENUE INTERSECTION GRADING DETAILS FIXTURES EAU C Ts PROTECT CURB & GUTTER IN -PLACE AS SHOWN ON DEMO PLANS 2OLF 12" SDR-35 S=0.42% PER STD TRENCH DETAIL 5LF 12" SDR-35 S=0.35% PER CONCRETE TRENCH DETAIL MATCH LINE STA 9+00, SEE BELOW Call Two WorKing Days Before You Dig' 800 22/ 2600 BID SUBMITTAL NOVEMBER, 2004 w H 0 DESCRIPTION z 0 No >z w & ASSOCIATES, INC. fli a N z z m z Q F W D Z W a- az = Q W 05 Q p O CC a) M W F- MPROVEMENTS GRADING & UNDERGROUNDING UTILITY PLAN SURVEYED BY: INITIAL 0 BOOK NO. 0 w 0 DRAWN BY: KM SCALE: AS SHOWN CD NO K) K) (D 0 z U w 0 Cl_ CASE 2 DRAWER 19 SET 28 C-15 P:\Proj ects\2003 \03 091 \dwg\6th Submittal\3091 GD6. dwg, ma r SEE', CURB RETURN PROFI E I•SEEQLJRB RETURN __.__.\ PROFILE CB RIM 16.0 INV. 13.0 S (OUT) RED No parking zone SD RCP tr n S TC=19.38 LIP=19.05 N 987 :3 471 TC=1-9. _LIP=19.1-S - FL=19.10 LIP=19.27 H.P. SSMH RIM 19.5 INV. 12.2 TC=19.53 LIP=19.20 N 98:0°o E 479.1 T =1 LI1r=19vp66,, SS E 4: TC=18.71 LIP=18.38 °0) LIP 18.50 11198 06 a E 474 :97 0 1.91 47 6:72 W=19.0 875.50 E 4746.37 N9872 E 4747. (r)ARi",llh1LI L D I -'I ADJUST CURB HEIGHT TO MATCH 2% SIDEWALKDANDPLANTER GRADE RENo parking zone RASH CAN - s _18.64 o LIP=18.31. •:80.77 TC=18.81 j3-„--0.4 774.37 LIP=18.40 TC=19.15 LIP=18.82 N 9875.16 E 4774.02 EAST 3RD AVENUE TC=19.41 =19.57 LIP=19.08 P=19.24 N 9843.03 RED 4797.66 °s, TC=18.69No parking Ni E 480 "°z IP=18.36 zone FG=19.20 EAST OF CLAREMONT STREET & 3RD AVENUE INTERSECTION Op A " °o / 6 CB RIM 15.0 W INV. 10.0 N. (IN) INV. 10.0 SE (IN) INV. 513 SW (IN) INV. 8.9 NE (OUT) GRADING DETAILS r H °c o H FecH EAST13RD AVENUE f SDMH RIM 15,2 INC. 7.8 N. (IN) INV. 6.9 W (IN) INV. 6.9 SW (IN) INV. 6.9 E (OUT) w 0 Cs WATER LINE LATERAL TO IRRIGATION WATER METER SEE NOTE "C" 14+00 SSMH RIM 16.4 INV. 11.2 CURB D Si r �ra GAS ST AT 05] RIM 155 INV. 10.5 OUT y SIC it A° SDMH RIM 16.0 INV. 6.7 NE (OUT) NORTH / WEST OF SOUTH DELAWARE STREET & 3RD AVENUE INTERSECTION GRADING DETAILS SD IP=1402 C00APD SS 16+00 SCALE: 1" = 10 57 :Inc SD CI CD5]STCUCTIO1N Sl i C 16+65.77, 35.20 L CL RAMP FG=14.28 RED BW=14.50 "BIRD -BATH" No porking.-s 9 DRAINAGE BASIN erne RIM=13.82 INV=9,29 E (OUT) MONITORING WELL. REMOVE EX. INLET & SD PIPE SECTION AS SHOWNON4P iNv. 10.0 (OUT) 4.0 LF 12" SDR-35 S= 0.65% PER CONCRETE TRENCH DETAIL C-18 SEE SD PROFILE 12 EAST 3RD AVENUE CD RED No parking zone IC 14,43' - /)dP=14.41- BACKFLOW PREVENTER & WATER METER REFER TO LANDSCAPE PLANS,. W C TER NE ATE9L TO IR' . • ION WATER ME I ER SEE NOTE "C" WINCH AN; CTHDTC 15+00 SSMH SCALE: 1" = 10' SUNRO R UlSJRANCr TC=14.32 LIP=14.02 rE 10i2->8_64 E -5 -160:39 - GO CB RIM 13.9 TC=14.45 INV. 8.9 (OUT) LIP=14.12 16 66 6 G=14.310,, 05 w H- TC=14.12 LIP=13.79 N 10250.72 E 5149.71 Mori, WE EL jtC_14.40 LIP=14.07 CONCRETE COLLAR SEE DETAIL N 10183 E 5216.5 N1018036_- E 5217.7 N 12175.1 TC=14.51 LIP=14.18 TC=14.42 LIP=14.09 \0246.33 E 5 61.5 C= 4.41 IP= 4.08 O 0 rn I FL=14.14 3a� N LIP=14.31 10185.4!1 : 5215.2 E 5217 N 1011.2 E 5218.2 { K PROFILE DMH ,.ri INV. INV 7.9 'N OH) INV - 5.7 SW� (IN) INV. 5. % NE (OU() 17+00' \SSMH RIM 14.3 INV. 9.9 NW,SW,SE INV. 11.3 NW SEE CURB RETURN PROFILE C=14.62 LIP=14.29 =14.17 LIP=13.84 SOUTH / WEST OF EL DORADO STREET & 3RD AVENUE INTERSECTION GRADING DETAILS NOTE "A" NOTE "C" COMPLETE POTHOLING TO DETERMINE IF SS LATERAL (E) IS IN CONFLICT WITH SD. IF IN CONFLICT, REPLACE SS LATERAL PER CITY STD 110, REPLACE CLEAN -OUT PER CITY STD 101. NEW LATERAL SHALL BE 1' CLEAR OF NEW STORM DRAIN AND EXISTING GAS LINE. WATER LINE LATERAL TO IRRIGATION WATER METER SHALL BE CONSTRUCTED BY CALWATER. CALWATER SHALL BE REIMBURSED BY CITY OF SAN MATEO. CONTRACTOR SHALL COORDINATE ALL WORK WITH CALWATER. Ca I Two WorKing Days Gefore You Dig! 800-227 26 '6./ 1-3 -7 BID SUBMITTAL NOVEMBER, 2004 DRAWER 19 C-16 Q 0 >- DESCRIPTION z O NO >z w z Q J 0 J CD LL W 0 oes 0 W I- 0 P:\Projects \ 2003\03091\dwg\6th Submittal\3091DT6.dwg, mandy, KIP.pc3 Central Precast ,1118 CUSTOM PRECAST CONCRETE DROP INLETS Goes DI 05/15/03 Rm. Paso No. 1-2 cc EIGHT AS R PLAN TYPICAL SECTION NOTES : 1. FRAME SIDE BAR OALY. CTCCL ORATE CIC NOTE 1. FRAME ANGLE PIPE LIFTING HOLE ADDITIONAL T. & G. JOINT (AS REQUIRED) PIPE OPENING CAST —I PER PLANS FORM SLOPED BOTTOM IN FIELD IF REQUIRED GROUT PIPE IN PLACE FRAMES AND CRATES MAY BE SPECIFIED FOR PEDESTRIAN OR 1120 TRAFFIC LOADING. ALL GRATES ARE BICYCLE PROOF. OPTIONAL GRATE L0O0NG DEVICE AVAILABLE ON REQUEST SEE DRAWING 'LOCK" CN PAGE 1-7. CLOSED - MESH GRATES OR CAST IRON FRAME AND GRATES ARE AVAILABLE ON REQUEST. 2. FOR SURFACE AND DISCHARGE OPTIONS AVAILABLE SEE DRAWING NO. 'al -SO' PAGE 1-8 AND 'DI -DO' PAGE 1-5. 3, FRAMES AND GRATES DETAILS SEE PAGES 1-8, 1-9, AND 1-10. 4. WALL THICKNLbbts ON ALL 0.1.5, CAN BE CHANGED UPON REQUEST. 5, 18" WIDE DI'S REPLACE THE OLD 16" BIDE BOX BK & 1K. SEE ®8t© ISOMETRIC DROP INLET TABLE MODEL 'Toga B C IN MM IN MM IN MM No. NAME CP1212 EK 12 300 12 300 4 100 CP1818 CK 18 450 18 450 5 125 CP1824 1K• 18 450 24 600 5 125 CP2424 2K 24 600 24 600 5 125 CP2430 3K 24 600 30 750 5 125 CP3030 5K 30 750 30 750 6 150 CP2436 IL 24 600 36 900 6 150 CP3636 1M 36 900 36 900 6 150 CP2448 3L 24 600 48 1200 6 150 CP3648 3M 36 900 48 1200 6 150 CP4848 1R 48 1200 48 1200 6 150 1A CK CONCRETE DROP INLET N.T.S. IC 1 TRANSITION SLABS FOR 05/15/03 No. Dos SDI -TS Precast DROP INLETS Dote 1-3 Central VARIES SEE 1C PRECAST WALL SECTION MI TRANSmON SLAB '• `..•:-,":.. , .". .. ., '': `. -/ VARIES PRECAST BASE — —I — — '—! FRAME & GRAPE —� (AS REQUIRED) SLAB INTERMEDIATE FRAME AND COVER FIELD INSTALLED SEE 1C _— - - - TOP SLAB PRECAST BASE 4 '. PLAN VIEW F R" DEPRESSION / GRATE FRAME IE TOP SLAB S AND GRAMS COVER -BY-$T1-1C-449- TOP SLAB cc T. & G. JOINT TO c 0 MATCH PRECAST . BASE TYPICAL SECTION PRECAST RASE TOP SLAB FRAME CAST IN NOTES 1. PRECAST SLABS ARE A CUSTOM -POURED PRODUCT, FABRICATED TO MEET SPECIFIC JOB REQUIREMENTS. THE OPTIONS SHOWN HERE ILLUSTRATE ONLY A FEW OF THE POSSIBILITIES. . PLEASE CALL FOR QUOTES i FOR YOUR SPECIFIC APPLICATION. cl ` — T. & G. JOINT 2. ALL SUBS ARE PROVIDED WITH UFTINC LOOPS OR INSERTS TO FACILITATE HANDUNG IN THE FIELD. / JOINT DETAIL 3. REINFORCING OF SLABS VARIES WITH LOADING REQUIREMENTS. GENERALLY SLABS WILL BE REINFORCED FOR EITHER 1120 HIGHWAY LOADING OR SIDEWALK LOADING. SPECIFY YOUR LOADING REQUIREMENTS WHEN ORDERING. OUR STAFF ENGINEER WILL DESIGN THE SLAB TO MEET YOUR SPECIFIED NEEDS. 4. CONCRETE FOR SLABS SHALL TEST 3000 PSI AT 28 DAYS. 1 B TRANSITION SLAB N.T.S. TRANSITION SLAB SHALL BE PLAC DROP INLET "CK" AS SHOWN ON ON CONCRETE rm \ / JUNCTION BOX WITH PEDESTRIAN LID \ / H-8024 Flushing Inlet Frame and Cover 3 U Fe L_] H-8024 L1 III III -.{Ir 1 I r 11 3/4' I 3/4J— --11 13' -- 12' r 1 10 3/4' SEE 0 B, Note: Available with sand finish cove' CAST IRON to conform to ASTM D&L No. H-8024 Dei ~•:;''; A-48, CLASS 358 H-2 0 Wheel Loading E -t. Weight 2 II) . J�1�ts:. PEDESTRIAN RATED / NON-SKID SURFACE CAST IRON FRAME & COVER N.T.S. CAST IRON FRAME AND COVER SHALL BE PLACED ON TOP SLAB AS SHOWN ON 111k 48" DIA. CONCENTRIC Dos 20-48C Central Precast MANHOLE ASSEMBLY DETAILS Efills05/15/03 Pogo No 9-6 24" I.D. ACCESS FRAME AND CAST IRON COVER PRECAST GRADE RINGS (AS REQ'D.) 3" & e HIGH GROUT JOINTS 5" i g10 4 t b1., STEP. SEE NOTE 3 4 N S" 't ... Jr ii`: . . : PRECAST CONCENTRIC •- wir • ti'.. -' <: a CONE SECTIONS. STD. PRECAST VERTICAL WALL SECTIONS IN 1'. 1.5', 5" i':': 48" I.D. 2', 2.5', & 3' HEIGHTS WALLS, `.:/ yt;; T.& G. JOINT, SEE NOTE 2 �' .`i': ?.•< :,?: •. POUR BASE OVER TOP OF PIPE. SET VERTICAL SECTION IN FRESH CONCRETE OR USE RING (off T. & G. IMPRESSION �: .: CP N so:. :' Z ' TO FORM JOINT. ., •,,,.• PIPING PER PLAN o .);:.. ;? :.o;': •--;, 13 .. qa TYPICAL FOR PRECAST BASE SEE DWG. MB -48 SANITARY SECTION MB -48A STORM NOTES : 1. PRECAST MANHOLE MATERIAL IS MANUFACTURED TO ASTM SPECIFICATION C-476. 2. ALL JOINTS SHALL BE SEALED WITH JOINT COMPOUND OR GROUTED WITH 1:3 MORTAR MIX. 3. POLYPROPYLENE ENCASED STEEL REINFORCED STEPS SUPPUED WHEN REWIRED. (SEE PAGE 9-27). Central Precast 1x Dote "ADA" WHEEL CHAIR PROOF FRAME AND GRATE DETAIL FOR DROP INLETS On A CM 05/15/03 Raw Pogo No. 1-10 C FRAME/ SIDE BA 3/8' DIA. ANCHORS FRAME PLAN BANDING BARS AT EACH END 3/16" DIA. CROSS BARS AT 4" O.C., TYPICAL FRAMES MODEL A B C BEARING ANGLE SIDE BAR N N IN IN IN s CP121211 12-3/e 12-3/8 15 1-1/2X1-1/2 1-1/21/4 S CP1818 11 18-3/8 18-3/8 21 1-1/2X1-1/2 ,-1/2 1-1/2x1/4 2x1/4 5 CP182411 16-3/6 24-3/8 21 1-1/2X1-1/2 2X1 -l/2 1-1/2x1/4 2x1 4 g CP242 H 24-3/8 24-3/8 27 1-1/2%1-1/2 2-1/2X1-1/2 1-1 2[1/4 2-1/2I/4 J BEARING BARS: 3/16" AT 19/32" 0.C. WITH 13/32" CLEAR, WITH CROSS BARS AT 4" O.C. GRATE PLAN GRATE J K P BEARING BARS BAND BAR / N N N IN IN BARS 14-3/4 12-1/8 12-1/16 1-1/4X3/16 1x3/16 21 1-1/4x3/18 1x3/1e 20-3/6 18-1/8 18 1-3/4x3/16 1-1/2x3/16 31 1-1/4x3/18 1x3/16 20-5/8 16-1/6 it 1-3/4x3/18 1-1/2x3/15 31 28 24 ,/823-,5/16 1-1/4x3/18 2-1/4x3/18 143/18 2x3/16 41-3/4 S = SIDEWALK LOADS (300PSF) H = HEAVY TRAFFIC LOADS (H20) NOTES : 1. FRAME AND GRATES ARE HOT —DIPPED GALVANIZED AFTER FABRICATION PER ASTM SPEC. A-123. 2. FOR OPTIONAL GRATE LOCKING DEVICE SEE DWG. NO. LOCK, PAGE 1-7. 3. DETAIL -1 SEE PAGES 1-8, 1-9. O PEDESTRIAN FRAME & GRATE N.T.S. STREET GRADE o NOTES: 1. 54" DIA. MIN. BASE (SEE NOTES 4 & 5) 520-B-2500 CONC. SLAB 24" LD. TYPICAL SECTION STD. TYPE B MANHOLE FRAME AND COVER, SEE CITY STD DWG. NO. 3-1-007 GROUND LEVEL IN UNPAVED AREA PRECAST GRADE RINGS AS REQUIRED 3" & 6" HIGH, GROUT JOINTS 5" WALL PRECAST CONCENTRIC TAPER SECTION POUR BASE OVER TOP OF PIPE SET PRECAST CONCENTRIC SECTION IN FRESH CONCRETE OR USE T&G IMPRESSION RING TO FORM JOINT CL PIPING PER PLANS (24" I.➢. MAX) WHEN USED AS SANITARY SEWER MANHOLE AND IF PIPE USED IS PLASTIC, USE PVC MANHOLE WATER STOP RING AS SUPPLIED BY PIPE MANUFACTURER. PRECAST SECTIONS BY SANTA ROSA CAST PRODUCTS OR APPROVED EQUAL. 2. GROUT JOINTS WITH 1:3 MORTAR MIX OR USE RAM -NECK JOINT COMPOUND. 3. BASE SHALL BE 560-C-3250 CONCRETE. 4. CONCRETE SLAB AROUND CASTING SHALL BE CONCENTRIC CIRCLE IN STREET. 5. CONCRETE SLAB AROUND CASTING SHALL BE SQUARE AND FORMED WITH LUMBER IN EASEMENT OR UNPAVED AREA. ENC.NE<RING E'EP. R STANDARD TYPE "A" MANHOLE [WAWA./ B' ;T:)2 O 36" DIA. STORM DRAIN MANHOLE N.T.S. E O 48" DIA. STORM DRAIN MANHOLE N.T.S. BID SUBMITTAE NOVEMBER, 2004 r m DESCRIPTION z O_ N (5 5z W (7 z & ASSOCIATE ' z z N 0 SURVEYED BY: H 0 O Z O O 0] O W DRAWN BY: KM 0 W 0 - 0] C W 0 W 0 SCALE: AS SHOWN (0 re) Ir) V) PROJECT NO.: CASE 2 DRAWER 19 SET 28 C-17 FINISHED SURFACE P:\Projects\2003\03091\dwg\6th Submittal \3091DT6 dwg, mandy, KIP.pc3 COMPACTED SUBGRADE VARIES, AS SHOWN ON PLANS CLASS 2 AGGREGATE BASE AT 95% RELATIVE COMPACTION OR AS APPROVED BY THE ENGINEER 12' 6" MIN.- \ L. 7.• TYPE "A" NOTE: FOR EXPANSION JOINTS, WEAKEND PLANE JOINTS AND SCORING, SEE "MISCELLANEOUS DETAILS- CURB, GUTTER, AND SIDEWALK" STD. 3-1-141C. NOTE: PROVIDE AND INSTALL # 4 x 12" LONG DOWELS AT 18" O.C. MAXIMUM AT THE END OF UNFINISHED CONCRETE POUR OR WHERE NEW CONCRETE JOINS EXISTING CONCRETE. NOTE: CONCRETE SHALL CONTAIN 1LB OR 1PT OF LAMP BLACK PER CU. YD. NOTE: CURB AND GUTTER TO BE POURED MONOLITHIC UNLESS APPROVED BY CITY ENGINEER. EXIST PIPE — — / I ( BATTER'. 1" PER FOOT 24" MIN. * EXISTING A.C. PAVEMENT CURB GRADE r 4" 1 12" — DEEP LIFT A.C. BATTER: 1" PER FOOT 520-C-2500 CONCRETE * REQUIRED ONLY WHERE EXISTING A.C. PAVEMENT IS NOT BEING RECONSTRUCTED AND ONLY FOR THE PURPOSE OF SETTING UP FORMS AT LIP OF GUTTER. OCITY STANDARD TYPE A CURB, GUTTER AND SIDEWALK 7 N.T.S. 244 HOOPS SQUARE OR ROUND COLLAR 12" MIN, 444 BARS O CONCRETE COLLAR N.T.S. 6" TYP. NEW PIPE 4" WITH OR W THOUT 2",WEEP HOLES I 12" 15-112" -«- _ 19 92-112°—r Cast -in galvanized frame for grates 1-121 x1- IN" angle iron with anchor bolts Croo.ed to receive tongue of grade rings. curb inlets, etc exposed rebar to allow job site pouring of special curb shapes at grade level, etc_ Cast -in galvanized frame for steel covers with belt down provision Recessed for 114" steel covers nth bolt down prowsion O CITY STANDARD"BIRD-BATH" STORM DRAINAGE BASIN CHRISTY U-21 CATCH BASIN BASE N.T.S. oNe -c,1p Sr'o�EP MECHANICAL SEPARATOR VARIES /MECHANICAL ' SEPARATOR (BOTH SIDES)' MECHANICAL.. SEPARATOR CONSTRUCTION JOINT 204 �.-�— 2'-0" TO 3'-0" AS SHOWN ON PLANS (TYP) WEAKENED PLANE JOINT OR CUT JOINT 1/8" WIDE, 2" DEEP BOTH SIDES VARIES AS SHOWN ON PLANS VARIES `-L AS SHOWN ON PLANS WEAKENED PLANE JOINT OR CUT JOINT 1/8" WIDE, 2" DEEP BOTH SIDES H • b VARIES, AS SHOWN ON PLANS AS SHOWN ON PLANS AS SHOWN ON PLANS SIDEWALK _- — SLOPE=1/4" PER FOOT " SLOPE=VARIES — - 6' - CLASS 2 AGGREGATE BASE AT 95% RELATIVE COMPACTION OR AS APPROVED BY THE ENGINEER SECTION A -A COMMERCIAL DRIVEWAY APPROACH 1 N.T.S. r SAW CUT- (TYP.) 6" O.D. + 12" MIN. O.D. + 24" MAX, (PAY LIMITS FOR IMPORT MATERIALS AND PAVING) N CU rn Li a 0 6" MIN. RELATIVE COMPARISON 957 90% COMPACTION METHOD MECHANICAL COMPACTION MECHANICAL (EXCEPT UNIMPROVED AREAS MAY BE JETTED OR WITH ENGINEERS APPROVED) ARE EXCEPTIONS WHEN QUARRY FINES OR SAND IS USED IT SHALL BE JETTED OR JETTED AND VIBRATED. 0 JETTED 0 JETTED NOTES: 12" MAX. 1. SAW CUT SIDE ON SCORE MARKS ONLY 2. WHEN WORKING OVER BAY MUD: WEIGHT OF BACKFILL INCLUDING PIPE AND CONTENTS SHALL NOT EXCEED WEIGHT OF MATERIAL EXCAVATED. 3. SAND SLURRY BACKFILL PERMITTED FOR TRENCHES 6" WIDE OR LESS. BEDDING CLASSES AND TRENCH BACKFILL MATERIALS Bedding Class A-2 A-1 A A-0 B-2 B-1 C D Load Factor 4.5 3.2 3.0 2.3 1.9 1.5 1.5 1.1 0 ru m co Backfill Materials O Street 1 Areas - 2" Asphalt Concrete and 6" 520-A-2500 Concrete or 8" 520-A-2500 Concrete Unimproved Areas - Aggregate Base or Native Material, as directed by the Engineer O Crushed Aggregate Base or Approved Native Material, as directed by the Engineer. O Vibrated Concrete Crushed Aggregate Base or Approved Native Material, except Quarry Fines or Sand for V.C.P. O Vibrated Concrete Quarry Fines or Sand Dmshed Aggregate Base or Approved Native Material, except Quarry Fines or Sand for V.C.P. O V braced Concrete Quarry Fines or Sand V or Drain Rock braced Concre e Quarry Fines or Sand or 3/4" max. crushed rock STANDARD TRENCH DETAIL "(11 2 J 0STANDARD TRENCH DETAIL , 1 N.T.S. SUBGRADE CLASS 2 A.B. SL B -GRADE a P.C.C. SLAB SHALL BE 3 -SACK SLURRY CONCRETE TYP. APPROVED BACKFILL a O.D.+12" MIN. TYP. NOTES: 1. CONCRETE CAP SHALL BE REQUIRED WHERE COVER IS LESS THAN 3 FEET FROM FINISHED GRADE. 2. P.C.C. SLAB SHALL BE 3 -SACK SLURRY CONCRETE. 3. THE pH VALUE OF ALL BACKFILL MATERIAL SHALL BE TESTED TO BE WITHIN 6.5 TO 7.5 RANGE. 4. P.C.C. SLAB SHALL BE DYED BLUE TO REFLECT THE WATER UTILITY BEING COVERED. FOR UTILITIES OTHER THAN WATER, USE THE UNDERGROUND SERVICE ALERT (USA) COLOR CODE FOR MARKING UNDERGROUND FACILITIES: GREEN - STORM DRAIN 12 CONCRETE TRENCH DETAIL N.T.S. I NOTES: I. 6" pipe shall be connected to the nearest and . shall. slope to drain. 2. Use 560 - El- 3250. concrete .for 3. Permeable material for drain rock requirements of Sect. 200 - 1.2 for 4. Grate and frame shall be CHRISTY or approved 'equal, 4, .c storm sewer curb and gutter. shall conform to 3/4` crushed 120 lb. No. Qof Basin 4" .. the rock. 71 A 422 Remove and replace concrete curb and gutter. Payment for "' removal and replacement shall ` -� Saw cut - be included in the unit price bid per basin. .r — Exist. C. ;.9 G. — m $ — — — -� A DEPRESSION Conform to exist. DETAIL Gutter width varies Replace with 2"A.C. over 6" 520-4-2500 Concrete with grade SS Ih emulsified asphalt tack coot. Or �' #3 rebar welded to frame _' as directed by the Exist. gutter egress 2 Enqr. L• A` When replacing 520-0.2500 0 J 1 r- r I 'did concrete concrete. ®(0 d '' street use 8" Saw cut �� Poured to grade in place 'a' '• '• tit en native mot'I Dowelled cold . "- joint if req'd, te l \\:\ 24" s.uo e 4" TYp m oe Q ' y 41.: A CHRISTY pre -cost catch basin No. U 21 o op a o Oo 0 6 Perforated A.C.P. -See Std. Specs. Sect. 207 - 6.6 . o-: •`4' 4 • I• . •,.. y or approved equal or - 1.0 COO -1 cast in place, modified OOba 0 `a a o - rn for dowelling and \r/M// -SECTION' -A-A 18" depth. SECTION B - B Not to scale 0 fEw5/ON. Iona 28, /959 STANDARD " BIRD — BATH" DRAINAGE BASIN SAN MATEO, CALIF. _ — DATE 1978 DRAWNA� BY G J CHK. BY �� APPROVED ( � � PLANCASECASE 3 DRAWER I SHEET 13 2 LI7Y ENGINEER - BIRD BATH DRAINAGE BASIN N.T.S. OFESSION4 U W � No. 48394 \.$ EXP. 6-30-06 CIV L \ A'IFillf - BID SUBMITT L NOVEMBER, 2004 >- m DESCRIPTION Z 0_ (n 0 >z ce LJ m CO W w 0 Z ^w Ili I— 2 Q �— w 'Ctx IZ W < N p rr U) co W Lu a:: VJ MPROVEMENTS —J H a J U SURVEYED BY: w 0 0 O Z 0 0 0 0 DRAWN BY: KM 0 CAI 0 0 0 m 0 Lai 0 Lai 0 SCALE: AS SHOWN co V) NT M r9 PROJECT NO.: CASE 2 DRAWER 19 SET 28 C-18 Lit I- 0 >- m P:\Projects\2003\03091\dwg\6th Submittal\3091 DT6.dwg, manly, KU'.pc3 Sidewalk A Nb See Notes - (10 and I1 Front edge of sidewalk, 1. In 4 -0 Mln CASE A \9Q a Ei Yql 3 Cb See Note 7 1.22 m 4 -0 1 MIn CASE D See Notes 10 and 11 Front edge of sidewalk _ Approximately 6 mm `207 mm (Yo') i- rl r GROOVING DETAIL Sidewalk 150 mm 6") Typ 0 Retaining curb if necessary at 1.53 m edge of sidewalk Le 15'-0"1 Mine) 43.34/ 2% Max } 8. ., x a x c '• x ax 6% Max at curb Planting area .. 1.2 m -See Notes 10 14'-0 'I Min I land II 22280 m8Fla \ aft curb Sidewalk See Note 7 x Front edge of sidewalk --� See Notes 10 and II B CASE B See Sidewalk Note 7 !0% Max at curb Front edge of sidewalk Retaining Curb (both sides of ramp) 150 mm 16"1 Typ �/� Retaining curb If I necessary at edge ofi sidewalk t (5-0 ) Min t t 8.33% 2% Max 8.33%. Max ox N Nr _ I Sic ,5' 8@32%8ra MVO,QQR o ,QppQQQ]jj¢¢gqp5p5,¢M,M¢��pp 8ttttt1) MB88 a8 881088 KY,.;3 8r ,QQRQ (QRQ(,QQR 88 �3AMbb x „ "t Max rant edge of sidewalk Sidewalk See Front edge Note - of sidewalk 88\9 See Notes Note CASE C 10 and n 150 mm 161 Typ CASE E Sidewalk Crosswalk if provided w S DETAIL A TYPICAL TWO -RAMP CORNER INSTALLATION See Note 1 Sidewalk BCR Gutter Rounded Rawlins •T L. 1.22 m 14-0I MIn CASE F 150 mm (6") Typ ewalk NOTES 1. As site conditions dictate, Case A through Case G curb ramps may be used for corner installations similar to those shown in Detail A and Detail B. The case of curb ramps used in Detail A do not have to be the same. Cose A through Case G curb ramps also may be used at mid block locations, as site conditions. dictate. 2. If distance from curb to back of sidewalk is too short to accommodate ramp and 1.22 m (4'-0") platform (landing) as shown in Case A, the To accompoM Gans doled sidewalk may be depressed longitudinally as in Case B, or C or may be widened as i Case D. 3. When ramp is located in center of curb return, crosswalk configuration must be similar to that shown for Detail B. 4. As site conditions dictate, the retaining curb side and the flared side of the Case G ramp shall be constructed in reversed position. 5. If located on a curve, the sides of the ramp need not be parallel, but the minimum width of the ramp shall be 1.22 m (4'-0'). 6. Side slope of ramp flares vary uniformly from a maximum of 10% at curb to conform with longitudinal sidewalk slope adjacent to top of the ramp, except in Case C and Case F. '/. The curb ramp shall be outlined, as shown, with o 300 mm (12"1 wide border with 6 mm ( 1/4 ") grooves approximately 20 mm ( 3/4 ") on center. See grooving detail. + 8. Transitions from ramps to walks, gutters or streets shall be flush and free of abrupt changes. 9. Maximum slopes of adjoining gutters, the road Surface immediately adjacent to the curb ramp and continuous passage to the curb ramp shall not exceed 5 percent within 1.22 m (4'-0') of the top or bottom of the curb romp. 10. Curb romps shall have a detectable warning surface that extends the full width and 914 mm (3'-0') depth of the ramp. Detectable Warning Surfaces shall conform to the details on this plan and the requirements in the Special Provisions. 11. The edge of the detectable warning surface nearest the street shall be between 150 mm (6"1 and 205 mm (8") from the gutter flow! ine. DIST COUNTY ROUTE IOTA_ PROJECT SHEET S E TETS 9-29-04 PL ANS s P:ROYAL DICE re sec of is Pe" usT OTHe ah m•"�e• Teire oaLr, ommpl e o cages of a pan .48Maw Carron row Ns o web silo To set to Olt. web site, go hi 5la Ea See cab hi Note 7\ =Q 4150 mm 16"I Typ« Retaining Curb (both - sides of d romp) See Notes 10 and II 600 mm (24") Straight Curb ECR 600 mm 124'9 Straight Curb Crosswalk If , rovided DETAIL A TYPICAL ONE -RAMP CORNER INSTALLATION See Notes 1 and 3 Top of ramp See Note 9 Retaining curb If necessary .22 m 14'-0"1 Min41 8.33% Max '-27. Max See Note 9 SECTION B -B Depress entire sidewalk as required 3 38888m Retaining 1.2 m ,j See Notes 10 Curb (4'-0"1 Min and II a°8 Sidewalk IOx Max at curb Front edge of sidewalk CA -1-)E G See Note 4 5 10.2') - ' r (0.45'): { ( \ Top Dia RAISED I" 23 mm (0.9") 1L11 Bose Dia TRUNCATED DOME 42 mm (1.66") Center to center spacing 12. Sidewalk and ramp thickness, "T", shall be 90 mm (31/2') minimum. 13. Utility pull boxes, manholes, vaults and all other utility facilities within the boundaries of the curb ramp will be relocated or adjusted to grade by the owner prior to, or in conjunction with, curb ramp construction. 14. For retrofit conditions, removal and replacement of curb apron will be at the Contractor's option, unless otherwise shown on project plans. 60 elm 12.35'9 `AS �x apart RAISED TRUNCATED DOMF PATTERN (IN -I INF] Gutter flower* rT Gutter flowline DETECTABLE WARNING SURFACE See Note TO Top of romp 1.22 m Rounded l4'-0"1 Min I} 2% Max -8.33% Max SECTION A -A 2 Retaining curb If T necessary See Note 9 2% Maxi ECTION C -c See Note I4 -.:„I Limit of pay 1.2 m Rounded 14'-0") Ign_ Note 9 RETROFIT DFTAII Existing curb and Sidewalk STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CURB RAMP DETAILS T} These "Standard Plans for Construction of Local Streets and Roads" contain units in two systems of measurement: International System of Units (SI or "metric") and United States Standard Measures shown In the parentheses II . The measurements expressed in the two systems are not necessarily equal or interchangeable. See the 'foreword" at the beginning of this publication. NO SCALE ALL DIMENSIONS ARE IN R. MILLIMETERS UNLESS OTHERWISE SHOWN RSP AAAA DATED 9-29-09 SUPERSEDES RSP sees DATED 03-12-09 AND STANDARD PLAN ARAA DATED JULY I, 2002 -PAGE 83 OF TIE STANDARD PLANS BOOK DATED JULY 2002. REVISED DUAL UNITS STANDARD PLAN RSP A88A 2002 REVISED DUAL UNITS STD. PLAN YSSY dSl1 14 CURB RAMP DETAILS N.T.S. a EU EJ a O ' a O a a' LEGEND a a • a S = SCORE LINE EJ = EXPANSION JOINT WPJ = WEAKENED PLANE JOINT d n 4 a " a "'FACE OF CURB a a A a a O' O a a a SCORING DETAIL 1 i 1/8" R - 3 a 4 a a WEAKENED PLANE JOINT DETAIL 1/4 -0-I f- 1 1/4" R L 1/2" O a a d a a a EXPANSION JOINT DETAIL NOT REQUIRED UNLESS DIRECTED BY ENGINEER - -1/2" -- PCC 14X24" SMOOTH DOWEL 12" OC 0 MIDPOINT OF PCC THICKNESS WRAP ONE SIDE WITH ONE LAYER OF BUILDING PAPER ENGINEERING DEPARTMENT MISCELLANEOUS DETAILS CURB, GUTTER, AND SIDEWALK CALIFORNIA 94403 DATE 2002 DRAWN BY PC CHECKED BY OC APPROVED CITY ENGINEER CASE 3 DRAWER 1 SET 141C 15 MISCELLANEOUS DETAILS CURB, GUTTER, AND SIDEWALK N.T.S. BID SUBMITTAL NOVEMBER, 2004 DESCRIPTION z 0 (n0 5z ce LLJ 0 U z & ASSOCIATES, I1� F- W w Z W w Z Q Z0 E = Q > _ � L.J.. w Q U Ce co I- LIJ Ce V J U SURVEYED BY: 0 O z 0 0 co 0 r7 0 0 DRAWN BY: KM O r7 O Li] 0 0 J 0 m 0 W U w 0 SCALE: AS SHOWN PROJECT NO.: 463336 CASE 2 DRAWER 19 SET 2B C-19 CURB RETURN 49.42' ojects\2003\03091\dwg\6th Submittal\309 I CR6.dwg, mandy, 20 19 18 17 I 16 I 15 14 13 12 11 4.95' 1.67' -► EAST 4TH AVENUE -1.2% r 0 h CD Cr + ce J U tL N- I I CD 4ect EX. PAVEMENT , z Ln a w x 0 V uJ z Z II LL 3.94' 0.2% -7.86' 1.6% -2.5% a II N 5.66' R II -4.84 9.97'- -2.9 % U) N: 41- 6 CO r II LL NEW CATCH BASIN 2.00' CLAREMONT 0.5% STREET -0.1% \ EX. TVEMENT 0 10 20 30 40 50 (A) NORTH / WEST OF CLAREMONT STREET & EAST 4TH AVENUE INTERSECTION 60 70 80 20 19 CLAREMONT STREET 18 0.1% 17 EX. PAVEMENT - 16 15 14 13 12 11 5.00' M r J LL N- CH N- + Y II U Ce Lw 10.63' N- U - 1.3% —4.69' 8.55' CURB RETURN 49.16' a, 8.42' 8.24' ►f8.63' 0.2% a x CO J LL -2.6% .00' 0 x 0 U W f 2.00' EAST 4TH AVENUE '-1.1% EX. PAVEMENT 0 10 20 30 40 50 SOUTH / EAST OF CLAREMONT STREET & EAST 4TH AVENUE INTERSECTION 60 70 80 20 19 18 CLAREMONT STREET 17 16 15 14 13 12 11 4.04' L5% EX. PAVEMENT_) 1.55 II J LL NEW CATCH BASIN 10.53' 4.2% 48.41' 2.72' CURB RETURN r 11 II 2.2% FL=17.94 H.P. -0.4% r -1.7% N- 4.0 10.18'--- —11444- n it 0 x U Q U W z EAST4TH AVENUE -1.2% `'EX. PAVEMENT 10 20 30 40 50 60 70 80 � NORTH / EAST OF CLAREMONT STREET & EAST 4TH \13/ AVENUE INTERSECTION SCALE HORIZONTAL: 1" = 10' VERTICAL: 1" = 2' 15 14 13 12 11 10 9 8 r EAST 4T AVENUE -4.4% ' 51% EX. PAVEMENT CATCH BASIN 13.10' 1.6% rn CD CD 0 0 0 3.97' J LL 10.70' CURB RETURN 39.11' 8.82'-- 5.00' 0.7% L7 a x CO CO II 0.6% 14.44' rn - u) rF M N 0 vi C') ce J U LL LL -1.6% NEW CATCH BASIN SO. EL DORADO STREET -0.2% EX. PAVEMENT 0 10 20 30 40 50 60 NORTH / WEST OF SO. EL DORADO STREET & EAST �"� 4TH AVENUE INTERSECTION 70 \ EXP. 6-30-06 BID SUBMITTAL NOVEMBER, 2004 DESCRIPTION z 0 N O 5z W L, �BELLECCI & ASSOCIATES, INC • CIVIL ENGINEERING • LAND PLANNING • LAND SURVEY] Z Ii F- Q D r_ ZLU Q 0 2 Q > 05 Q o o U coir w W H (I) CURB RETURN PROFILES SURVEYED BY: w 0 0 z 0 0 m O 0 Li 0 DRAWN BY: KM 0 0 U 0 J 0 0 W U w U SCALE: AS SHOWN PROJECT NO.: 463336 CASE 2 DRAWER 19 SET 28 C-20 P:\Proj ects\2003\03091\dwg\6th Submittal\3091 CR6.dwg, ma 16 15 14 13 12 11 10 9 EAST 4TH AVENUE -1.1% EX. PAVEMENT- w w z 2.00' II H _F x8.75' O cci LL J (3 LL I I, 1.6% CURB RETURN 34.90' 3.81' -8.64' -2.1% -2.6% II f 8.20'—•--- -0.5% 5.50' 3.40' -0.1 % 4.79' m N J LL .5% SO. EL DORADO STREET 0.4% EX. PAVEMENT 0 10 20 30 40 50 60 70 NORTH / WEST OF SO. DELAWARE STREET & EAST 4TH AVENUE INTERSECTION CURB RETURN 46.15' 16 15 14 13 12 11 10 9 EAST 4TH AVENUE -1.8% EX. PAVEMENT -7 19.19' C' 11- 20.52' -0.6% N - m —6.44' 3.0% N N N + U SO. ELDORADO STREET 0.8% \- EX. PAVEMENT 10 20 30 40 50 60 70 SOUTH / WEST OF SO. DELAWARE STREET & EAST 4TH AVENUE INTERSECTION 16 15 SO. DELAWARE STREET 14 -0.5% 13 12 11 10 8 7 EX. PAVEMENT - 4.99' 16.47' -3.7% z m U w z CO CD CV 00 N CO. W CO r CC II U IJL LL t8.91'y 3A°I° 1.2% 9.56' CURB RETURN 35.53' CO 9.56' 0.2% 4.17' 7.25' -0.5% 10.86' -2.6% EAST 4TH AVENUE t_ I EX., PAVEMENT 0 10 20 30 40 50 60 70 80 NORTH / EAST OF SO. DELAWARE STREET & EAST 4TH AVENUE INTERSECTION 20 I 19 18 17 16 15 14 13 12 11 10 5.00' CLAREMdNT STREET 0.5% EX. PAVEMENT 1 17' C4 °r CV II + II J r J U- rLL CC 0 1.0% rn t 11 LL CURB RETURN 52.84' 7.3Ty� 8.45' 8.40' 1.9 a 0) 0.9% a 2 0 O ll -0.9% 0.24' -3.5% CO CO 11 ccgg II LL -6.2% 2.8% Sem- J IL 5.00' EAST 3RD AVENUE -1.0% EX. PAVEMENT 0 10 20 30 40 50 60 70 80 NORTH / EAST OF CLAREMONT STREET & EAST 3RD AVENUE INTERSECTION SCALE HORIZONTAL: 1" = 10' VERTICAL: 1" = 2' BID SUBMITTAL NOVEMBER, 2004 DESCRIPTION z O_ N >z w 6 z Sc ASSOCIATES, m g U 8 Z NQ LL co u) Z w 0_ Z w <Zw Q W O 05ao U 0 cc co M w w vJ CURB RETURN PROFILES SURVEYED BY Li 0 0 z 0 0 m DRAWN BY: KM CHECKED BY: DL SCALE: AS SHOWN PROJECT NO.: 463336 CASE 2 DRAWER 19 SD - 2 13 C-21 w F- 0 m P:\Projects2003\03091\dwg\6th Submittal\3091 CR6.dwg, mand 20 19 CLAREMONT STREET CR 11+22.55 1 0.1% 18 / EX. PAVEMENT 17 16 15 14 13 12 6.18' co od J II LL U- 1 01° CURB RETURN 53.03' 6.97'�f8.50' co a o = CT) 3 Q LL II U- 2.0% 1.0% 8.50'—P-i 5.34' x8.67' N- m O O N - a) co II II { LL L CC 0 -0.6% -3.0% -4.7% EAST 3RD AVENUE, -13% EX. PAVEMENT 0 10 20 30 40 50 60 70 R SOUTH / EAST OF CLAREMONT STREET & EAST 3RD AVENUE INTERSECTION 15 14 13 12 11 10 9 8 7 4.42' EAST 3RD AVENUE -2.3% EX. PAVEMENT C II CR 16+59.00 TO CO C) II LL a 9% 4.35' 10.10'-y a x CO CO 3 LL .8% CURB RETURN 38.53' 9.26' -0.8% C) 5.74' N Co II 10.03' -3.0% CO CO n LL SO. EL DORADO STREET -0.08% EX. PAVEMENT 0 10 20 30 40 50 NORTH / WEST OF SO. EL DORADO STREET & EAST 3RD AVENUE INTERSECTION 60 15 EAST 3RD AVE UE 14 13 EX. PAVEMENT 12 11 10 9 8 EXIST. CATCH BASIN 4.54' 0 00 Lou" II co C) LL 0 II U IJi 1.3% CURB RETURN 36.40' 8.56' 8.2 ' 5.55' :.32' 1,5% II U- FL=14.16 H.P. N 3 U- 0.2% -0.7% 4% 0 II LL 1.18' CR 16+68.07 SO. EL DORADO STREET EX. PAVEMENT 0 10 20 30 40 SOUTH / WEST OF SO. EL DORADO STREET & EAST 3RD AVENUE INTERSECTION 50 60 SCALE HORIZONTAL: 1" = 10' VERTICAL: 1" = 2' BID SUBMITTAL NOVEMBER, 2004 DESCRIPTION z O N O >z w & ASSOCIATES, IN co Qg Pa Q F- cn 0 `^ Z Lt CL Zz Q Z� Lti Q N 06 Q a_ o U co 11" — NW F- C/) CURB RETURN PROFILES SURVEYED BY: 0 z O O m 0 NO 0 w 0 DRAWN BY: KM 0 0 w 0 0 r m 0 W W SCALE: AS SHOWN PROJECT NO.: 463336 CASE 2 DRAWER 19 SET 28 C-22 cts\2003 \03091 \dwg\6th Submittal \3091 TS 6. dwg, man PROPERTY LINE EXIST. SIDEWALK WIDTH VARIES SAWCUT EXIST. SIDEWALK — EXIST. SLOPE IRRIGATION & VARIES TREE PLANTING AREA y f-- —/ 2.5' f 2.0' f 3.0' (SEE NOTE A BELOW) GRADE BREAK 2% MAX R/-1 95% COMPACTED SUBGRADE REMOVE CURB & GUTTER (E) SAWCUT \J VARIES 2" COLDPLANE & 2" AC OVERLAY 12" FDAC AT LOCATIONS SHOWN ON PLAN REMOVE AC PAVING BASE & CONCRETE PAD. 0 0 U VARIES / 3.0' -f 2.0' / 2.5' AC PAVING (E) SAWCUT SIDEWALK WIDTH VARIES VARIES —/ EXIST. SIDEWALK 2% MAX PROPERTY LI E SAWCUT 2% MAX 2" COLDPLANE & 2" AC OVERLAY 12" FDAC AT LOCATIONS SHOWN ON PLAN REMOVE AC PAVING BASE & CONCRETE PAD. (ASSUME 6" THICK (E) AC OVER 6" THICK CONCRETE PAD & 6" AB) (ASSUME 6" THICK (E) AC OVER 6" THICK CONCRETE PAD & 6" AB) CLASS 2 AGGREGATE BASE AT 95% RELATIVE COMPACTION OR AS APPROVED BY THE ENGINEER CLASS 2 AGGREGATE BASE AT 95% RELATIVE COMPACTION OR AS APPROVED BY THE ENGINEER TYPICAL SIDEWALK SECTION WITH SIDEWALK WIDENING AREAS N.T.S. ... B S. GRADE BREAK I 01 4.0" 6.0 B 95% COMPACTED SUBGRADE REMOVE CURB & GUTTER (E) NOTE: A. IRRIGATION & TREE PLANTING AREA SHALL BE ALIGNED WITH NEW TREE GRATE WIDTH. FOR BIDDING PURPOSES, THE CONTRACTOR SHALL ASSUME SAWCUT WIDTH TO BE 4 FEET. PROPERTY LINE EXIST. SIDEWALK WIDTH VARIES EXIST. SLOPE REMOVE SIDEWALK FOR IRRIGATION & TREE PLANTING (SEE NOTE A BELOW) SAWCUT 4F' 6.0' 95% COMPACTED SUBGRADE CLASS 2 AGGREGATE BASE AT 95% RELATIVE COMPACTION OR AS APPROVED BY THE ENGINEER CURB & GUTTER (E) TO BE REMAIN 2,5' 2.0' 3.0' VARIES 2 0 U 2" COLDPLANE & 2" AC OVERLAY 12" FDAC AT LOCATIONS SHOWN ON PLAN REMOVE AC PAVING BASE & CONCRETE PAD. (ASSUME 6" THICK (E) AC OVER 6" THICK CONCRETE PAD & 6" AB) VARIES ------------ 2" COLDPLANE & 2" AC OVERLAY 12" FDAC AT LOCATIONS SHOWN ON PLAN 3.0' 2.0' 2.5' REMOVE AC PAVING BASE & CONCRETE PAD. (ASSUME 6" THICK (E) AC OVER 6" THICK CONCRETE PAD & 6" AB) TYPICAL SIDEWALK SECTION WITH NON -WIDENING AREAS N.T.S. SAWCUT REMOVE SIDEWALK FOR IRRIGATION & TREE PLANTING (SEE NOTE A BELOW) SIDEWALK WIDTH VARIES SAW UT PROPERTY LINE EXIST. SLOPE 4.0" 6.0" CLASS 2 AGGREGATE BASE AT 95% RELATIVE COMPACTION OR AS APPROVED BY THE ENGINEER 95% COMPACTED SUBGRADE CURB & GUTTER (E) TO BE REMAIN NOTE: A. IRRIGATION & TREE PLANTING AREA SHALL BE EXACTLY ALIGNED TO ACCOMODATE NEW TREE GRATE WIDTH. FOR BIDDING PURPOSES, THE CONTRACTOR SHALL ASSUME SAWCUT WIDTH TO BE 4 FEET. 4.0" 6.0" PROPERTY LIN E COMPACTED_ SUBGRADE SIDEWALK VARIES / VARIES 2.0% MAX EXIST. SIDEWALK GRADE BREAK 5.5' / 2.5' TOP OF RAMP =lit=ni= COMPACTED SUBGRADE REMOVE CURB & GUTTER (E) 2.0' -f 3.0' TO 5.0' AS SHOWN ON PLANS EXIST. PAVEMENT 2" COLDPLANE & 2" AC OVERLAY 12" FDAC AT LOCATIONS SHOWN ON PLAN REMOVE AC PAVING BASE & CONCRETE PAD. (ASSUME 6" THICK (E) AC OVER 6" THICK CONCRETE PAD & 6" AB) 2 0 U CLASS 2 AGGREGATE BASE AT 95% RELATIVE COMPACTION OR AS APPROVED BY THE ENGINEER TYPICAL BULBOUT & HANDICAP RAMP SECTION N.T.S. NOTE n CONTRACTOR SHALL IMPORT / EXPORT SOIL AS NEEDED TO ACHIEVE THE DESIGN SUBGRADE. SUBGRADE TO BE COMPACTED TO 95%. BID SUBMIT NOVEMBER, 2004 r m DESCRIPTION z O No 5z ce 0 C) z & A SSOCIATES, 3g its z 1..6. F- wW 0en ZLLJ oz Q � G � w O cood Et a LM IL: W I..I_ TYPICAL SECTIONS SURVEYED BY: INITIAL 0 2 O 0 m O w 0 DRAWN BY: KM SCALE: AS SHOWN PROJECT NO.: 463336 CASE 2 DRAWER 19 SET 2B C-23 >- m g\ 6th Submittal\3091 Prof6.D W G, m P:\Projects \2003\ 03091 20 0 0 0 19 0) 18 17 16 15 14 13 112 z Q m w Z 0 EAST 4TH AVENUE F- u o 00 N+¢ + + u o KCUCO CO CO WIr 23 LF 12" SDR 35 S=0.42 % 12" INV=13.03 NW (IN) NEW SIDEWALK -712"SDR 35 STORM DRAIN PROFILE EAST 4TH AVENUE AND CLAREMENT STREET (NORTH / WEST) 4 +50 5 +00 17 16 15 i 14 13 12 11 10 9 8 7 ¶ST 4TI-I AVENUE w z m a J m o d W N = 0 93 > Z iQ ❑ CO CO 0 36" SD (E)-- .\15, 15" SD (E) I/7 II I h iI II II II -JII 0 CV N I- m SIDEWALK (E) -CONCRETE TRENCH REFER TO I 12 C-18 4 LF-'',12" SDR.35 S=0.65% I- 0 0 12" INV=10.50 S STORM DRAIN PROFIItE EAST 4TH AVENUE AND SOUTH DELAWARE STREET'. (NORTH / EAST) 8 -00 20 19 18 17 16 15 14 13 12 z w 00 ? EAST 4TH AVENUE NEW SIDEWALK STA 0+32.00 = z mm uj rn Co0 0 12" SDR 35 11 o w C-- 10 N Z (N 9 8 32 LF-,12" SDR'35 S0.42% STORM DRAIN PROFILE EAST 4TH AVENUE AND CLAREMENT STREET (NORTH / EAST) 5 50 19 17 16 15 14 13 12 11 10 9 EAST 4TH AVENUE z F - o z U) 6 z z w Ln z SD MANHOLE AC PAVEMENT (E) /CONCRETE TRENCH REFER TO - 17 LF-12" SDR 35 S=0.65% 15" SDI' (E) STORM DRAIN PROFILE EAST 4TH AVENUE AND SOUTH DELAWARE STREET (SOUTH I WEST) 7 -50 8 -00 20 19 18 EAST 4TH AVENUE 17 CONCRETE COLLAR REFER. TO 16 15 13 12 11 10 r 12" INV=14.25 SW (OUT) - 6.0 LF-12" SDR 35 S=0.65% STORM DRAIN PROFILE 3 EAST 4TH AVENUE AND CLAREMENT STREET (SOUTH / EAST) I 5+150 18 ,EAST 3RD AVENUE 17 16 15 14 13 12 STA 16+67.0 4.0 LF 12" SDR 35 11 S=0.65% 10 9 8 7 12" INV=9.29 E (OUT) DRAINAGE BASIN CONCRETE COLLAR /REFER TO 15" SD (E) r STORM DRAIN PROFILE 6 4/ EAST 3RD AVENUE AND SOUTH EL dORADO STRE (NORTH / WEST) T 16 -50 17 -00 20 19 18 17 16 15 14 13 12 11 10 9 INV=13.15 NE (OU 2 76 LF 12"1DR35 S=0 77 z z z co 0 (+i Z 1 i I i 0 CL CLAREMONT STREET CONC SIDEWALK w in z J 12" SD 0 F- m 0 a w J 0 0 d U 76 LF- 12' SDR 35 0 Oo O 0 J cr O I- - z O 0 CONC ISIDEWAILK w cn ¢ C) S=0.77% I- Z 0 :zz co Jo co v vv N N CN > » Z 2Z s N N 12" SD —(E)IPAVEMSNT 1760 - 12" $DR 35 - S=0.42% EAST 4TH AVENUE - STORM QRAIN PROFILE 7� CONCRETE TRENCH REFER TO BULBOUT PAVEMENT 11 LF 12" SDR 35 B=0.45 % CO CD m h h co H m F- 0 O 6 8 (E) 15" SD - Z 0) I I z N I- 0 0 w z CCC3 r; z0 > II Z 12" 1NV=11.69 SW (OUT) -18LF 12" SDR 35 S=Q.50 % 20 19 CL SC 18 17 16 15 14 13 12 11 10 9 8 7 MATCH LINE - SEE BELOW 4+50 5x00 6+00 7+00 8+00 NOTES: 1. POTHOLE UTILITY CROSSING TO NEW STORM DRAIN LINES PRIOR TO CONSTRUCTION. 2. STORM DRAIN PIPE WITH 3 FEET OR LESS COVER SHALL BE ENCASE WITH CONCRETE TRENCH. 20 19 CL SOUTH DELA 18 17 16 15 14 13 12 11 10 9 8 7 MATCH LINE - SEE ABOVE cn m ARE S II II J 36" SD (=) Zr COCO zz N(0 M BULBOUT PAVEMENT w w z J 0) 0) Z0 o Oz 0 0 0. J CC 00 a U EAST (E) PAVEMENT 228 LF - 12" SDR 35 - S=0.35% 4TH VENUE - $TOR DRAIN PROFILE 8 +00 9-1- 00 10 -00 of Et 00 CL 0 1 - CO 0 (E) 12" SD 20 LF 12" SDR 35 S=0.4Z % I — Z w cd N Z z N N - ad w w z 0 O 0 O 0 u = xm Z 0 26 LF 12" SDR 35 S=0.42 % 12" INV=8.92 SE (OUT) 19 18 17 16 15 14 13 12 11 10 9 8 7 11 -00 BID SUBMITTAL NOVEMBER, 2004 DESCRIPTION z _0 NO >Z w C) z m & ASSOCIATES, cti a Q N of F L.I.. w Z IZ Z Q 0 2 Q C x Q 0_ 0 U G C u M LU L L U) J 0 0 z_ 2 0 LL F— SURVEYED BY: O Z O O DRAWN BY: MB SCALE: HORIZ=20', PROJECT NO.: 463336 CASE 2 DRAWER 19 SET 28 C-24 GENERAL NOTES PROJECT NOTES DRAWING INDEX W F 0 1. ALL ELECTRICAL WORK SHALL CONFORM TO CITY OF SAN MATEO STANDARD PLANS, STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS AND STANDARD PLANS, LATEST EDITION AND THE SPECIAL PROVISIONS. 2. CONTRACTOR SHALL CONFIRM LOCATIONS OF ELECTROLIERS WITH CITY REPRESENTATIVE BEFORE INSTALLATION. 3. THE ELECTRICAL PLANS ARE ACCURATE FOR ELECTRICAL WORK ONLY. 4. ALL EXISTING EQUIPMENT SHALL REMAIN IN PLACE UNLESS OTHERWISE NOTED 5. LOCATION OF CONTROLLERS, STANDARDS, CONDUITS, PULL BOXES AND OTHER EQUIPMENT SHOWN ON THE PLANS ARE APPROXIMATE. CONTRACTOR SHALL CONFIRM EXACT LOCATION OF ELECTROLIERS AND OTHER ELECTRICAL EQUIPMENT WITH THE CITY REPRESENTATIVE. 6. LOCATION OF ELECTROLIERS IS DIRECTLY RELATED TO THE GEOMETRIC LAYOUT. IF THE GEOMETRIC LAYOUT IS CHANGED FROM THAT SHOWN ON THESE PLANS, NEW ELECTROLIER OR LUMINAIRE LOCATIONS SHALL BE ESTABLISHED BY THE ENGINEER. SEE CIVIL DRAWINGS FOR EXACT AND OFFSET FROM THE CURB. 7. EQUIPMENT MOUNTED ON POLES OR STANDARDS SHALL BE INSTALLED ON THE SIDE OPPOSITE APPROACHING TRAFFIC EXCEPT WHERE TERMINAL COMPARTMENTS ARE NOT USED. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE EXCAVATION BEGINS. CALL UNDERGROUND SERVICE ALERT AT 800-642-2444. CONTRACTOR SHALL VERIFY OVERHEAD CLEARANCE WITH PG&E AND PAC BELL PRIOR TO START OF WORK. CONTRACTOR SHALL ALSO CONTACT THE LOCAL AGENCIES TO LOCATE EXISTING WATER, SANITARY SEWER, AND STORM DRAIN LINES. 9. INSTALL WATERPROOF FUSED SPLICE CONNECTOR WITH 5A FUSES IN PULLBOX BESIDE EACH ELECTROLIER. 1❑ CONTRACTOR SHALL INSTALL PEDESTRIAN PUSH BUTTON (PPB) PER CALTRANS STANDARD ES -5C AND ES -7A. PPB SHALL HAVE TWO BUTTONS (ONE FOR EACH EACH DIRECTION). THE PPB POST SHALL BE DESIGNED TO ACCOMMODATE TWO (2) PUSH BUTTONS. CONTRACTOR SHALL INSTALL CONDUITS AND CONDUCTORS TO CONNECT NEW PPB TO EXISTING TRAFFIC SIGNAL SYSTEM. PPB SHALL BE 36" ABOVE PEDESTRIAN GRADE. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SHOP DRAWING TO THE CITY FOR EACH PPB INSTALLATION. SHOP DRAWING WILL REQUIRE FIELD INVESTIGATION BY CONTRACTOR'S ELECTRICIAN TO IDENTIFY EXISTING FACILITY MODIFICATIONS. n (E) ELECTRICAL PULLBOX. H 111 H LI 9❑ H INSTALL 1"C, 4 #14 AWG (PEDESTRIAN PUSH BUTTON) CONDUIT SHALL BE INSTALLED IN A TRENCH U.O.N. INSTALL 1 1/2"C, 2 #8 AWG (POST TOP PED. LTG. 240 V) 1 #8 (G) CONDUIT SHALL BE INSTALLED IN A TRENCH U.O.N. INSTALL 1 1/2"C, 4 #8 AWG (POST TOP PED. LTG. 240 V) 1 #8 CONDUIT SHALL BE INSTALLED IN A TRENCH U.O.N. INSTALL CONDUIT 1"C, 2 #10 AWG (IRRIGATION CONTROLLER, 120 V) 1 #10 (G) SHALL BE INSTALLED IN A TRENCH U.O.N. (E) CITY SYSTEM (PG&E) UNDERGROUND PULLBOX 240/120 V, 10 INSTALL 1 1/2"C, 2 #8 AWG (POST TOP PED. LTG, 240V) 1 #8 (G) CONDUIT SHALL BE DIRECTIONAL BORED BETWEEN PULLBOXES AS SHOWN. PRIOR TO BORING, CONTRACTOR SHALL EXECUTE THE FOLLOWING: a. b. CALL USA NORTH 1-800-227-2600 TWO WORKING DAYS BEFORE DIGGING. PERFORM POTHOLING PER SPECIFICATIONS. REVIEW POTHOLE DATA WITH CITY. CONTRACTOR SHALL REPLACE AND REPAIR DAMAGED SIDEWALK PAVEMENT OCCURRED DURING THE INSTALLATION OF LIGHT FIXTURE AND PULLBOX. REPAIR SHALL BE FROM SCORE JOINT TO SCORE JOINT. (E) STREET SIGN THAT WAS REMOVED FROM (E) ELECTROLIER SHALL BE RE -INSTALLED TO THIS (N) ELECTROLIER. REMOVE (E) ELECTROLIER INCLUDING REMOVING TOP OF (E) FOUNDATION TO A DEPTH OF NOT LESS THAN 6" BELOW FINISHED GRADE, ANCHOR BOLTS AND CONDUITS OF THE ABANDONED FOUNDATION. REMOVE (E) PULLBOX ASSOCIATED WITH THIS ELECTROLIER.(E) UNDERGROUND CONDUIT SHALL BE ABANDONED IN PLACE REMOVE (E) WIRES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING AND REPAIRING THE DISTURBED ELECTRICAL SYSTEM AFFECTED BY HIS WORK. 02 TRENCHING SHALL BE INSTALLED AT EAST OF CROSSWALK. LIGHT FIXTURE SCHEDULE MARK MANUFACTURERS MODEL NO. LAMPS TOTAL WATTS VOLTS MOUNTING DESCRIPTION AND REMARKS QTY. TYPE LUMINAIRE 1 175W MH GEMXR 175/BU/E 210 240 11'-0" STEEL POLE WITH CAST IRON OCTAGONAL BASE. 1 POST TOP ACORN STYLE FIXTURE WITH ACRYLIC PRISMATIC GLOBE AND PHOTOCELL FACTORY PAINTED POLE. A HADCO-DWG. No. S755 7A POLE HOLOPHANE WP11/20-CI VISCO-VI-M/11-1 OR OR APPROVED EQUAL SEE E-6 LUMINAIRE 1 175W MH GEMXR 175/BU/E 210 240 12'-0" ALUMINUM POLE WITH CAST ALUMINUM ROUND BASE. 2 SAME AS TYPE "A" EXCEPT POLE TYPE. POLE HAS 17" ROUND BASE WITH 11" BOLT CIRCLE.PROVIDE 1"0 ANCHOR BOLTS. O HOLOPHANE WA -175 MH-24-A-3-G-6-H POLE HACO-73737-144 OR HOLOPHANE-NORTH YORKSHIRE-NY12C/17- CA/CS-BC (1.0 x 10.0 x 12.0) - RAL 6012 OR APPROVED EQUAL SEE E-6 A %\%� \Y\Y\NY/ NATIVE BACKFILL 95% COMPACTED 6" WARNING TAPE ,—1 SAND CURB & GUTTER IN ASPHALT/CONCRETE PAVEMENT AREAS SAWCUT AND REPAIR PAVEMENT TO MATCH (E). REPAIR SHALL NOT LESS THAN 6" THICK FOR DEMOLITION BIDDING PURPOSES, ASSUME 6" (E) AC OVER 6" (E) CONCRETE. SAWCUT 12" BASE COURSE 95% COMPACTED 9" MIN. 3" 3" WIDTH AS REQUIRED (MINIMUM PRACTICAL) (1h TRENCH DETAIL AT STREET PAVEMENT \ -y NO SCALE DIRT AREA PAVED AREA 4'-0" wy94 51 A z rn 3" i 3" • 0. o, BASE COURSE 95% COMPACTED SAWCUT CURB & GUTTER NATIVE BACKFILL 85% COMPACTED 6" WARNING TAPE SAND ELECTRIC CONDUITS WIDTH AS REQUIRED (MINIMUM PRACTICAL) Ell) TRENCH DETAIL AT SIDEWALK NO SCALE El E2 THROUGH E5 E6 ELECTRICAL GENERAL LIGHTING PLAN LIGHTING DETAILS SYMBOLS AND ABBREVIATIONS SEE CALTRANS STANDARD ES -1A AND ES -1B FOR OTHER SYMBOLS AND ABBREVIATIONS 1 O 0 o O RS SC PROJECT NOTE REFERENCE. IN THIS CASE, SEE PROJECT NOTE 1. SHEET NOTE REFERENCE. IN THIS CASE, SEE SHEET NOTE 2. LIGHT FIXTURE OR ELECTROLIER TYPE. SEE LIGHT FIXTURE SCHEDULE ON THIS SHEET. POST TOP ELECTROLIER. SEE LIGHT FIXTURE SCHEDULE FOR DETAILS REMOVE EXISTING ELECTROLIER. SEE ADJACENT PROJECT NOTE FOR DESCRIPTION. EXISTING TRAFFIC SIGNAL WITH LUMINAIRE TO REMAIN. ELECTRICAL PULLBOX, PULLBOXES #3 1/2 UON, BY A SUBSCRIPTED NUMBER OR NOTE — UNDERGROUND CONDUIT RUN. CKT (E) (G) GRS LTG LOC. MH NIC O.D. PED PEU PG&E PTCO R/W ST U.O.N W REMOVE AND SALVAGE EQUIPMENT INSTALL NEW CONDUIT INTO EXISTING PULLBOX SPLICE NEW CONDUCTORS TO EXISTING CIRCUIT EXISTING GROUND GALVANIZED RIGID STEEL CONDUIT LIGHTING LOCATION METAL HALIDE NOT IN THIS CONTRACT OUTSIDE DIAMETER PEDESTRIAN PHOTOELECTRIC UNIT PACIFIC GAS AND ELECTRIC PACIFIC TELEPHONE CO. RIGHT OF WAY STREET UNLESS OTHERWISE NOTED WATT BID SUBMITTAL NOVEMBER, 2004 DESCRIPTION z 0 No >z w 3RD & 4TH AVENUES z OC F 00 W cn 00 W Z W 0 1E Z Lu Q W Q CL UCL '^C vJ G F- W W CC F- U) ELECTRICAL GENERAL SURVEYED BY: Li 0 0 BOOK NO. 0 Li 00 DRAWN BY: VM 1- 0 c0 w 0 0 CHECKED BY:TD SCALE: NONE PROJECT NO.: 463336 CASE 2 DRAWER 19 SET 2B E-1 w 1- 0 w n o Eo 0 3 w O 0.7j o>- O uJ o w N o_ O N- lY O 11 a N 3 3 � w o w yip) w 3 w 1r o /m 0' U w Q w ow oz I 00 im N J W Li X W D Z W 0 Q 0 RS 1 DRIV WAY ENDO AUTOMOTIVE 3+00 DRH EAST 4TH. AVEN UE 8 I L , ® II m {a, -9I 20 0 PL GRAPHIC SCALE 10 20 40 DRIVEWAY PL —PL AGUIRRE INTERNATIONAL 80 ( IN FEET ) 1 inch = 20 ft. KEY MAP SCALE: 1' = 100" HONDA HOSPITAL RIVEWAY P1r (E) TRAFFIC SIGNAL CABINET (N) IRRIGATION CONTROLLER "A' EAST 3RD AVE EAST 4TH AVE O 0 T O O N- N- U-)LAJ O r L__1 METER SOCKET LAS CHECK LUCY'S LAPINATA CAZUELAS R 12 EXPRESS SALON MARKET TAQUERIA NO. 519 ( 6+00 r E) PG&E SPLfGE BOX TACO BELL 10, 3W WIRED FOR 240V METER WIRING DIAGRAM NOTES: O1 PROVIDE NEW CIRCUIT BREAKER AND NAMEPLATES TO IDENTIFY NEW CIRCUIT BREAKERS. UM UM M TEST BLOCKS x• 2 3PA m 30A/2P EAST 4TH -AVENUE a s1, 7 SC CB RS 11 LTG. CKT o20A/1 P SIGNAL (N) 20A/1P DRIVEWAY MATCH LINE 6+90 (SEE SHEET E-3) LEGEND: 0 POTHOLE PER USA MARKINGS PRIOR TO CONSTRUCTION. SEE SPECIFICATIONS. EXACT LOCATIONS OF POTHOLES TO BE DETERMINED DURING CONSTRUCTION. (N) IRRIGATION CONTROLLER —(N) 1"C, 2 #10 & 1 #10 (G) (E) ELECTRICAL SERVICE WIRING DIAGRAM FOR TRAFFIC SIGNAL CABINET "A" SCHEMATIC 90ESS10Nq ENNETH S s No 11537 Exp. 6/30/05 �G si ELECT. BID SUBMITTAL NOVEMBER, 2004 >- co DESCRIPTION z O oio >z w U 'DE - NN rn� 54E b gym .P m ce 5. o CC J °- MC =COP <W06, Z cC co w W D Z W W Q Z I- < UU r 0_ 06a p U C co 1- IMPROVEMENTS 4TH AVENUE STREET LIGHTING PLAN SURVEYED BY: BOOK NO. DRAWN BY: VM 0 CHECKED BY:TD SCALE: 1" = 20' PROJECT NO.: 463336 CASE 2 DRAWER 19 SET 213 E-2 FILE: M:\206-04-01\Elect Dwg\01E2,E3,E4,E5.dwg Sep 03, 2004 9:02 am Scale: 1=1 by HENRYM XREFS: BLDG-NAMES.dwg AEC-BDR .d wg 3091L4.dwg PROPERTY LINE.d wg 0 � D tti MATCH LINE 6+90 (SEE SHEET 2) m SOUTH EL DORADO ST 0 C 0 0 0 8 0Ocn-0-0 r cr702Jo m —moor z0-7oo m 0—Ir r z r--Ir 0 0000 on> -U " zr-ior cn U) — O �) O Z 7 )-HZCT) C COU) -HU) C7 • xi > OJ C —rroK o X > ZED —U • M C) --I Z — r • Z 2J F- CD �Ocncn —car z>r r -1 0 — 0 z FINDS OIHdVHO DRIVEWAY A DRIVEWAY —0.— \\I I Sam Addir NOIIVIIS SVO NOHA3H0 DRIVEWAY (psduls low) ampalv ao = F- 95+00 l y Co 0 0 0 0 (n DRIVEWAY SOUTH DELAWARE STREET —84+00 (suoipagp g) s,aaiow xoIiaf aur=azuac r SONRJV38 JO SISV8 DRIVEWAY dOHS'8 SVO S1.30fVd'8 S32Jn1Xld r—, i 4+00 ce nterline SOUTH EL DORADO STREET PL— SURVEYED BY: BOOK NO. DATE: DRAWN BY: VM DATE: 6/04 CHECKED BY:TD DATE:6/04 SCALE: 1 = 20' M cn M PROJECT NO.: 463336 3RD & 4TH AVENUES STREETSCAPE AND PEDESTRIAN IMPROVEMENTS 4TH AVENUE STREET LIGHTING PLAN AIAllia nce Engineering Consultants, Inc. 4701 Patrick Henry Drive, Bldg. 10 phone (408) 970-9888 Santa Clara, CA 98054 fa x (408) 970-9316 PROJECT NO. 206-04-01 w ww.aec—englneer9. com REVISION NO. DESCRIPTION BY DATE a w 7 a; Ui 0 O Lai - z O J Oix O N w Z O r --a oa • cn N 3 -a 3 J wo w_ w3 wa O 0 /I 3 w 0 w U N - cn w/73 m- w z o 0 N� m Gi .. W LL, E▪ x RS 1 - —PL- - —PL— W EAST 4TH AVE 11±00 (E) GRAPHIC SCALE 20 0 10 20 w TAKAHASHI GROCERIES L Li \YELLOW MARKERS (E) L_ -centerline 521 525 529 12+00 RS 11 WING FAT ao ( IN FEET ) 1 inch = 20 ft. SHEET E-4 KEY MAP SCALE: 1' = 100" ore frontage conc. pa DRIVEWAY E JACK -IN -THE BOX EAST 3RD AVENUE 13+00 (E tedme YELLOW MARKERS �\ Lam. LIE LAS PALOMAS 1 BAMBA STAR JUICES ZONE SMOKE EAST 4TH AVE JAY BIRD BOOKS ---PL ARCO GAS STATION ii (E) /AL 8 {T O O 10, 3W WIRED FOR 240V METER WIRING DIAGRAM NOTES: P PROVIDE NEW CIRCUIT BREAKER AND NAMEPLATES TO IDENTIFY NEW CIRCUIT BREAKERS. DELAWARE STREET METER SOCKET UM UM )_)7 3P A TEST BLOCKS SHELL GAS STATION 7 TRAP SANS PIVEMENT MARKERS C Rs" EDIAN STRIPES PL — SHELL CAR WASH DELAWARE CENTER (N) IRRIGATION CONTROLLER "B" (E) TRAFFIC SIGNAL CABINET "B" (E) PG&E SPLICE BOX CB SC 7 LEGEND: ® POTHOLE PER USA MARKINGS PRIOR TO CONSTRUCTION. SEE SPECIFICATIONS. EXACT LOCATIONS OF POTHOLES TO BE DETERMINED DURING CONSTRUCTION. o40A/2P }LTG. CKT n 60A/1P ° SIGNAL (N) 20A/1P (N) IRRIGATION CONTROLLER (N) 1"C, 2 #10 & 1 #10 (G) (E) ELECTRICAL SERVICE WIRING DIAGRAM FOR TRAFFIC SIGNAL CABINET "B" SCHEMATIC BID SUBMITTAL NOVEMBER, 2004 DATE > co REVISION NO. I DESCRIPTION 75. c Za C vL I0 0 o 0 NC _C J . P.51C ; C 0 2 Qw0 Ar m ZV e, t c s o 2 go wa ., n Z Q F — co co W W Z W W a- Q Z 2 Q F— W CL 05 Q p U ft a) M W co MPROVEMENTS 3RD AVENUE STREET LIGHTING PLAN SURVEYED BY: w a0 O z O cflO DRAWN BY: VM 0 W Q CHECKED BY:TD 0 N II I- L.I. J U PROJECT NO.: 463336 CASE 2 DRAWER 19 SET 2B E-4 FILE: M:\206-04-01\Elect Dwg\01E2,E3,E4,E5.d wg Sep 07, 2004 10:11 am Scale: 1=1 by: HENRYM XREFS: BLDG—NAMES .d wg AEC—BDR.d wg 3091L4.dwg PROPERTY LINE.dwg 000 = I :31VO V z occi m c ,71 N —I o m 9-3 l32HS OOC/IT r C fl 02J0 m m -- --c oo= zo-7Jo rn r Z _- �r 0 �ocPo on> -c •• z rl -i o rl U)cn—Oa7 H O Z X) -H Z V) C C O CO H CO o • al T> -H rICO rno C - O X -H D ZflD-7) • rIC7o7 -— rn Z or O O CO V) Z D rn F9 � �— O Z 0 O S aril/ DS 3IHdYLID PL MATCH LINE 15+ 55 (SEE SHEET E-4) H- 0 0 SOUTH EL DORADO STREET SURVEYED BY: BOOK NO. DATE: C7 t0 m l7 DRAWN BY: VM DATE: 6/04 CHECKED BY: TD DATE:6/04 N cn w ci SCALE: 1" = 20' PROJECT NO. : 463336 3RD & 4TH AVENUES STREETSCAPE AND PEDESTRIAN IMPROVEMENTS 3RD AVENUE STREET LIGHTING PLAN Alliance Engineering Consultants, Inc. 4701 Patrick Henry Drive, Bldg. 10 phone (408) 970-9888 Santa Clara, CA 95054 fax (408) 970-9316 PROJECT NO. 206-04-01 www.aec—enginee rs.co m REVISION NO. DESCRIPTION BY DATE w F 0 r CAST ALUMINUM CAGE LEGS (RAL 6012) DIE CAST ALUMINUM GLOBE HOLDER (RAL 6012) DIE CAST ALUMINUM WEATHERPROOF BALLAST ENCLOSURE (RAL 6012) 1 1/2" GRS, 2#10, 2 #12 & 1 #12 (G) 20" ANCHOR BOLTS 16" 0 BOLT CIRCLE TWO —POLE WATERPROOF SPLICE CONNECTOR WITH 5A FUSE FOR EACH FIXTURE PROVIDE 3' WIRE SLACK PVC SCH.40 CONDUIT WITH BRANCH CIRCUIT Z N GROUND CLAMP, SUITABLEFOR DIRECT BURIAL/CONCRETE ENCASEMENT 12" THICK ROCK CUSHION 5/8" DIA x 10'-0" LONG COPPER —CLAD GROUND ELECTRODE ono #3 1/2 PULLBOX CONDUIT ENTERS BOX @ 45° (TYP) CAST ALUMINUM FINIAL (RAL 6012) CAST ALUMINUM FLOWER BLOCKS (RAL 6012) DECORATIVE ALUMINUM BAND (RAL 6012) CAST IRON POLE COLOR: (RAL 6012) TIGER DRYLAC POWDER COAT GROUND LUG FINISH GRADE LIGHT CENTER 0 CITY STANDARD ELECTROLIER AND FOUNDATION (SEE DWG. NO. 3-1-161) (:C\ TYPE "A" ELECTROLIER INSTALLATION K-i NO SCALE PLANTERS ELECTROLIER STANDARD POLE FOUNDATION HANDHOLE TO FACE PULLBOX 11 1/2"± PLAN jel 24"/ L 6" CAST ALUMINUM CAGE LEGS (GOLD) DIE CAST ALUMINUM GLOBE HOLDER DIE CAST ALUMINUM WEATHERPROOF BALLAST ENCLOSURE GUTTER BACK OF CURB RUN UNDERGROUND CONDUIT PARALLEL TO BACK OF FUTURE CURB #3 1/2 PULLBOX WITH COVER SUITABLY INSCRIBED CONDUIT TYP. FACE OF FUTURE CURB #3 1/2 PULLBOX ONE —POLE WATERPROOF SPLICE CONNECTOR WITH 5A FUSE FOR EACH FIXTURE PROVIDE 3' WIRE SLACK 1 1/2" PVC SCH.40 CONDUIT WITH BRANCH CIRCUITS 12" THICK ROCK CUSHION N 5/8" DIA x 10'-0" LONG COPPER —CLAD GROUND ELECTRODE �xo CONDUIT ENTERS BOX ® 45°(TYP.) v) <a a 4.7 CAST ALUMINUM FINIAL (GOLD) CAST ALUMINUM FLOWER BLOCKS (GOLD) DECORATIVE ALUMINUM BAND (GOLD) PHOTOCELL TAPERED ALUM. FLUTED TUBE COLOR: (RAL 6012) THERMOSET POLYESTER POWER COAT BOLT CIRCLE 1"0 x 40" x 4" HOT DIP GALVANIZED L —TYPE ANCHOR BOLTS (4 PER POST) ANCHORAGE DETAIL NOT TO SCALE GROUND LUG, INSIDE, OPPOSITE DOOR HANDHOLE CAST ALUM. PEDESTAL BASE ASSEMBLY (79419) ALLOY 356—T6 WITH DOOR AND STAINLESS STEEL SCREW 1 1/2" CONDUIT (SWEEP ELL) CITY STANDARD ELECTROLIER AND FOUNDATION (SEE DWG. NO. 3-1-161) TYPE "B" ELECTROLIER INSTALLATION NOT TO SCALE KENNETH S. S. i Na 11537 Exp 6/30/05 .-191 ELECT OF CM& BID SUBMITTAL NOVEMBER, 2004 DESCRIPTION °° C' c9 —0m u co c 0) V) mr •o, u L C mw°ono C C 3 a ; °'ED c Q C U o a ZU � 1$ d o p `o aS v a MN n Z Q F- co w W D Z W W (3— Q Z 2 Q H W CL 05 Q p U Ct C!) 01 W W CC F - MPROVEMENTS LIGHTING DETAILS SURVEYED BY: w F- BOOK NO. 0 Q0 w 0 DRAWN BY: VM CHECKED BY:TD w O Z w U N PROJECT NO.: 463336 CASE 2 DRAWER 19 SET 28 E-6 DESCRIPTION 0 1 w 0 0 � I _J O 0 INSTALL THREE (3) TYPE "A" DETECTOR LOOPS, ONE TYPE D LOOP AND ONE TYPE "A" HANDHOLE. CONNECT ALL WIRES AS PER CALTRANS STD. SEE GENERAL NOTES AND CONSTRUCTION NOTE. 10+00 11 00 -H • Pt INSTALL THREE (3) TYPE "A" DETECTOR LOOPS, ONE TYPE D LOOP AND ONE TYPE "A" HANDHOLE. CONNECT ALL WIRES AS PER CALTRANS STD. SEE GENERAL NOTES AND CONSTRUCTION NOTE. URIVMAY ® A\ EXISTING HAND HOLE »I0 • N H EAST 4TH AVENUE c INSTALL FOUR (4) TYPE"A" DETECTOR LOOPS AND ONE TYPE "A" HANDHOLE. CONNECT ALL WIRES AS PER CALTRANS STD. SEE GENERAL NOTES AND CONSTRUCTION NOTE. 0 O C. CLAREMONT STREET +00 'a I EXTEND CONDUIT TO NEW HAND HOLE 1 AY INSTALL FOUR (4) TYPE "A" DETECTOR LOOPS AND TWO TYPE "A" HANDHOLES. CONNECT ALL WIRES AS rtR CALTRANS STD. SEE GENERAL NOTES Air tONSTRUCTIONN Tt.12I EAST 3RD AVENUE 7, RI wAY 13+00 INSTALL THREE (3) TYPE "A" DETECTOR LOOPS, ONE TYPED LOOP AND ONE TYPE"A" HANDHOLE. CONNECT ALL WIRES AS PER CALTRANS STD. SEE GENERAL NOTES AND CONSTRUCTION NOTE. EXTEND CONDUIT TO NEW HAND HOLE INSTALL TWO (2) TYPE "A" DETECTOR LOOPS AND TWO TYPE "A" HANDHOLE. CONNECT ALL WIRES AS PER CALTRANS STD. SEE GENERAL NOTES AND CONSTRUCTION NOTE. r� wilds m 6+00 { EAST 4TH AVENUE INSTALL THREE (3) TYPE"A" DETECTOR LOOPS, ONE TYPED LOOP AND ONE TYPE "A" HANDHOLE. CONNECT ALL WIRES AS PER CALTRANS STD. SEE GENERAL NOTES AND CONSTRUCTION NOTE. Y 0 AY • T 0 14+00 6 �v— + PA'h1EXi MAIM C1 SOUTH DELAWARE STREET 2 oS 8+00 -.way ."ems 15+00 e{ EAST 3RD AVENUE N4B"V47E DRIVEWAY dl' 6+00 1- a 1 I J 0 S reads 9+00 { EAST 4TH AVENUE V ' l - 1< 0 Mi w w m 0, a 0 0 0 0 —1 w 2 I- 0 10+00 1 +00 IIMWWAY n U SCALE: 1' = 40" LA 0 w a a L a a C C w ♦' U a L L a Public Works 0 U U a L a T 3 7 a a R 0 Z 4 W o -w QI- vZ I- N W I- 2 o W W ?- W > II0 FOE 0 N2_ J Z ❑ ZQ_ W LW 1 F Q U] W LIW 0 1 0 I W EZIa 0 m� i SURVEYED BY: 0 z 0 0 O DATE: 9/15/04 DRAWN BYUJW DATE' 9/15/04 CHECKED BY:OC AS SH❑WN W J U 1) 10 (Y) co 1 - PROJECT NO,: CASE 2 DRAWER 19 SET 28 E-7 SHEET___❑F-___ W F C r 2+00 C a tx Cz LEGEND & NOTES BAR 12 I I Cr_ PL SYMBOL CATALOGUE NUMBER ® 1404 ♦ 44 LRC 100 SERIES MC 4 PLUS ® 825YA-1" -0o- TRUE PORT 1 1/4" AJE3 0 ENDO AUTOMOTIVE PL -Pb -FL RE 1NTERNA T IONAL.. L MANUFACTURER DECSRIPTION P.S.I. G.P.M. RADIUS RAIN -BIRD FLOOD BUBBLE IN DRAIN TUBE 30 1.00 RAIN -BIRD IRRI-TROL IRRI-TROL FEBCO RED & WHITE 3/4" WATER METER, OUTLET IS IRRIGATION P.O.C. MAIN LINE 1120-SCH. 40 P.V.C. LATERAL LINE 1120-SCH. 40 P.V.C. SLEEVE 1120-SCH. 40 P.V.C. SLEEVE SIZE CONTROLLER NUMBER AND STATION IDENTIFICATION RCV SIZE GALLONS PER MINUTE QUICK COUPLING VALVE REMOTE CONTROL VALVE CONTROLLER, 120-V AC CONNECTION UNDER ELECTRICAL SECTION REDUCED PRESSURE BACKFLOW PREVENTER IN ENCLOSURE BALL VALVE 1. SYSTEM DESIGN BASED ON 54 P.S.I. STATIC PRESSURE AT POINT OF CONNECTION. 2. WORK UNDER OTHER SECTION; A. 120-V AC CONNECTION TO CONTROLLERS B. 3/4" WATER METERS 3. SLEEVES SHALL HAVE 18" OF COVER, EXTEND 12" INTO EACH PLANTING AREA, CONTAIN ALL PIPING AND CONTROL LINES, AND HAVE LOCATIONS DIMENSIONED ON AS BUILT DRAWING. 4. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND LOCATIONS WITH ENGINEER BEFORE STARTING CONSTRUCTION. 5. LOCATE VALVE BOXES 2' FROM EDGE OF PAVING 6. INSTALL ALL APPURTENANCES IN PLANTING AREAS 8. HAND TRENCH ONLY UNDER DRIP LINE OF EXISTING TREES. SHALLOWER PIPE PLACEMENT ALLOWED TO MINIMIZE IMPACT 9. CONTRACTOR TO VERIFY WATER PRESSURE AT IRRIGATION SYSTEM POINT OF CONNECTION PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. REPORT ANY DIFFERENCE IN WATER PRESSURE INDICATED ON THE DRAWINGS AND ACTUAL READING AT THE IRRIGATION SYSTEM POINT OF CONNECTION TO THE OWNER'S REPRESENTATIVE PI — HONDA HOSPITAL PL ? INSTALL CONTROLLER "A" IN AN "SB-18-SS" STRONG BOX ENCLOSURE, LOCATION 1 SELECTED ON SITE BY ENGINEER. NOTE: 120-V AC CONNECTION PROVIDED UNDER ELECTRICAL SECTION NOTES: 1. CONTRACTOR SHALL INSTALL IRRIGATION SYSTEM IN COMPLIANCE TO MATEO'S IRRIGATION STANDARDS MANUAL. 2. INSTALL SLEEVES, MAINLINE AND LATERALS BETWEEN BACK OF CURB TREES. LOCATIONS SHOWN ON PLAN ARE FOR GRAPHIC CLARITY ONLY. LEGEND: x POT HOLE AS FIRST ORDER OF WORK PER SPECS. LAS WCY'S L.APlNA'TA, CAZUELAS „ALON MARKET TAQUERIA NO, 519 A V E N INSTALL VALVES IN VALVES IN FIBERGLASS BOXES WITH CONCRETE LIDS. TYP. TACO BELL CITY OF SAN AND PROPOSED DRIVEWAY 3/4" WATER METER ORDERED BY CONTRACTOR, PAID FOR BY CITY AND INSTALLED BY WATER COMPANY. SYSTEM DESIGN FOR 9 GPM. INSTALL BACKFLOW PER LOCAL CODE e+00 GLASS N w J Z uh Ji W co w w OH 761GAS ST 100% SUBMITTAL JUNE 2004 DESCRIPTION z O_ (nO 5z N a = r a U U w Q F = E z V Q c ~ Q m ors 0 N N U Z F cn w W 0 W0 0— az Q F-- w 05a Np '0' C^) I.L co w �.0 L.L ''F- ^ vJ MPROVEMENTS RRIGATION PLAN LANDSCAPE SURVEYED BY: w 0 6 z 0 0 m DRAWN BY: - AS NOTED W J U PROJECT NO.: 463336 CASE 2 DRAWER 19 SET 2B LI -1 w F- 0 FIXTURES & FAUCET NOTES: 1. CONTRACTOR SHALL INSTALL IRRIGATION SYSTEM IN COMPLIANCE TO CITY OF SAN MATEO'S IRRIGATION STANDARDS MANUAL. 2. INSTALL SLEEVES, MAINLINE AND LATERALS BETWEEN BACK OF CURB AND PROPOSED TREES. LOCATIONS SHOWN ON PLAN ARE FOR GRAPHIC CLARITY ONLY. LEGEND: x POT HOLE AS FIRST ORDER OF WORK PER SPECS. 100% SUBMITTAL JUNE 2004 0 10 20 40 FEET DESCRIPTION z 0 (ho >z w - Vl 0 2 H O a 0° D Q (D _ — i E z o < K c a m cos 0 z O I- I - 0 U N O N M 0 COCO n CO 0) Cn 1.0 O CO Z Q F- W w 0 Z w0- az = Q �w 0_ 06 Q p U U) co w w F- MPROVEMENTS RRIGATION PLAN LANDSCAPE SURVEYED BY: 0 O co DRAWN BY: - AS NOTED W J Q 0 N PROJECT NO.: 463336 CASE 2 DRAWER 19 SET 28 LI-2 w F- 0 va N :\°. H's. GROCERIES INC FAT EAST 3R AVENUE SMOKE (1 X 6�0' BOOKS K -IN -THE BOX OH TRANSFORMER' NOTES: 1. CONTRACTOR SHALL INSTALL IRRIGATION SYSTEM IN COMPLIANCE TO CITY OF SAN MATEO'S IRRIGATION STANDARDS MANUAL. 2. INSTALL SLEEVES, MAINLINE AND LATERALS BETWEEN BACK OF CURB AND PROPOSED TREES. LOCATIONS SHOWN ON PLAN ARE FOR GRAPHIC CLARITY ONLY. LEGEND: x POT HOLE AS FIRST ORDER OF WORK PER SPECS. SHELL GAS STATION —PL— INSTALL CONTROLLER "B" IN AN "SB-18—SS" STRONG BOX ENCLOSURE, LOCATION SELECTED ON SITE BY ENGINEER. NOTE: 120—V AC CONNECTION PROVIDED UNDER ELECTRICAL SECTION KEY MAP 100% SUBMITTAL JUNE 2004 INSTALL VALVES IN VALVES IN FIBERGLAS CONCRETE LIDS. TYP. 1" L3/4" WATER METER ORDERED BY CONTRACTOR, PAID FOR BY CITY AND INSTALLED BY WATER COMPANY. SYSTEM DESIGN FOR § GPM. INSTALL BACKELOW PER LOCAL CODE I:I ? AWARE CENTER 0 10 20 40 FEET DESCRIPTION z 0 No >z w O ti N = r o 000 D W a — E m Z 0 c Q K ,t07, W w Z O ° F— u m F— a Z _ O a n M m m to 0 N N a U Z En H w 0 D w H z w Lu Q 0 2 1<> ca Q 0_ U El co H w H RRIGATION PLAN LANDSCAPE SURVEYED BY: w 0 BOOK NO. DRAWN BY: - CHECKED BY:- DATE: 03/04 AS NOTED w J a 0 PROJECT NO.: 463336 CASE 2 DRAWER 19 SET 28 LI-3 r m KIN -THE BOX ,,,.W 15' SG RCP PAD 1. NOTES: SHELL GAS PL — INSTALL CONTROLLER "B" IN AN "SB-18—SS" STRONG BOX ENCLOSURE, LOCATION SELECTED ON SITE BY ENGINEER. NOTE: 120—V AC CONNECTION PROVIDED UNDER ELECTRICAL SECTION SHELL CAR Ft.P INSTALL VALVES IN VALVES IN FIBERGLASS BOXES WITH CONCRETE LIDS. TYP. 1" 3/4" WATER METER ORDERED BY CONTRACTOR, PAID FOR RCP BY CITY AND INSTALLED BY_ SI? WATER COMPANY. SYSTEM DESIGN FOR 9 GPM. EAST 3RD AVE INSTALL BACKFLOW PER LOCAL CODE CONS I RUCTION SITE SUNROCK DELAWARE %"' /' ' INSURANCE CENTER — 1. CONTRACTOR SHALL INSTALL IRRIGATION SYSTEM IN COMPLIANCE TO CITY OF SAN MATEO'S IRRIGATION STANDARDS MANUAL. 2. INSTALL SLEEVES, MAINLINE AND LATERALS BETWEEN BACK OF CURB AND PROPOSED TREES. LOCATIONS SHOWN ON PLAN ARE FOR GRAPHIC CLARITY ONLY. LEGEND: X POT HOLE AS FIRST ORDER OF WORK PER SPECS. C.1 OH TRN ;FORM, 100% SUBMITTAL JUNE 2004 0 10 20 FEET 40 DESCRIPTION z 0 (7-)o >z w — to 0 11- 000 D W a 0 0 - = E Z 0 < C a 0 N 0, 0 m Y c9 0 N CO 0 N 0 Z H W W W a W Q z G = Q ct 05 U 0_ co W W I— F - 0 H 0 0 U co Q J SURVEYED BY: Lv 0 0 z 0 0 CO 0 0 LJi F- 0 DRAWN BY: - d' 0 0 0 - CO C w 0 W 0 0 w I- 0 Q J Q 0 N PROJECT NO.: 463336 CASE 2 DRAWER 19 SET 2B LI-4 PLIPLEX RECEPTACLE t20 VOLT .5ERVIGE DISCONNECT 120 V, SERVICE CON TION POR 1R*ATION. GO LLER MI1 I 4 IRRIGATION CONITT{0LLER RESTROOM E4JIU2ING NALL UNITED 01WENTEGH WALL MOUNT-CAI0_AS6CME3LY S,PLIGE SOX TO I`AGIL. ITATEINURE PULL AND CCNNLGTION CAULK PENETRATION WITH SILICONE SEALANT 2"-L>" MIN: NOTE: CONTRACTOR SHALL" COORDINATE INETALLA11ON PP ALL REQUIRED CONDUIT, SLEEVING, POiNER AND &RO1UNPING SOURCE NIT'H OWNERS RErsESENTATJVC, WALL MOUNT CONTROLLER ADJACENT P'LANTINS AREA (IP AVAtLAE3LE) CONDUIT. FOR. IRRIGATION WIRES FINISH GRADE. SEE NOTE B. 2. 10" ROUND f L,ASTC VALVE BOX WITH BOLT -DOWN LID AND EXTENSIONS IF NECESSARY. sEE NOTE D. 3. 1" x 3/16" x 30" ANGLE IRON. 4, STAINLESS STEEL CLAMPS. 5. PEA GRAVEL - s" DEEP(NO SOIL IN VALVE B, PVC SCHEDULE 80 - 90 DEGREE ELL (T x T). 7. PVC SCHEDULE 80 TEE (S x S x T) OR 90 DEGREE ELL (S x T) CONNECTED TO IRRIGATION SUPPLY UNE. 8. PVC SCHEDULE 80 12" NIPPLE(THE). 9. PVC SCHEDULE 80 - 3" NIPPI.E(TBE). 10. QUICK COUPLING VALVE. 11 BRICK" BASE 2 TOTAL, 180 DEG. APART. NTS 12. MAN LINE SERVICE TEE(SOLVENT WELD OR GASKETED x FIPT OUTLET - REFER TO RRIGATION LEGEND OR SPECFICATIONS), 13. BRASS ID TAG INDICATING "QUICK CCUPLING VALVE", CENTERED AND RIVETED TO TOP OF LID. • NOTE: SET TOP OF BOX 1" ABOVE FINISH GRADE IN PLANTINC REDS. SEE NOTE C. QUICK COUPLING VALVE NOT TO SCALE NOTES: 1. EVENLY COAT COPPER FITTINGS EXPOSED TO SOIL WITH SCOTCHWRAP PIPE PRIMER AND THEN WRAP WITH 3M SCOTCHWRAP NO. 51 BLACK PVC TAPE (3/4" OVERLAP) 2, NIPPLES AND FITTINGS TO BE BRASS AND SAME IPT SIZE AS BACKFLOW ASSEMBLY: 3. PROVIDE FREEZE PROTECTION MADE OF WATER RESISTANT CANVAS, FILLED WITH R-19 FIBERGLASS INSULATION, AND SHALL BE SIZED TO rrr THE DEVICE. 4. REDUCED PRESSURE BACKFLOW PREVENTION DEVICE SHALL MEET CURRENT. DEPARTMENT OF HEALTH REQUIREMENTS, BE USX, APPROVED, AND SHALL BE TESTED BY A CITY APPROVED BACKFLOW DEVICE TESTER. FLOW BRASS NIPPLE(TEE) (LENGTH AS REQUIRED) PVC SLEEVE CAST IN CONCRETE. BASE SIZE 1.5 TIMES LARGER THAN PIPE O.D. PVC MAIN LINE TO IRRIGATION SYSTEM WROT COPPER 90' ELBOW -2 TOTAL FIPT X SOLDER CONNECTION CONCRETE THRUST BLOCK 1 B" E STRAINER- I WITH ASSEMBLY GRAL BRASS 90' ELBOW- 2 TOTAL (FiPT CONNECTION) BRASS CLOSE THREADED NIPPLE (5 TOTAL) BRASS UNION -2 TOTAL (FIPT CONNECTION) CONCRETE FAD xi -ER TO CNCLOCURE DETAIL SEE NOTE D. FINISH GRADE SEE NOES B & C. PVC MAIN LINE TO IRRIGATION SYSTEM WATER METER SCHEDULE BD PVC 12" LONG TOE NIPPLE WITH SCHEDULE BO SUP COUPLING BOTH SIDES -USE REDUCER BUSHINGS AS REQUIRED BACKFLOW PREVENTION ASSEMBLY NOT TO SCALE NOTES. 1. 14", X 19" RECTANGULAR PLASTIC VALVE BOX WITH P'_,ASTIC BOLT -DOWN "T" LID. SEE NOTE E. 2. INSTALL VALVE BOX FLUSH WITH FINISH GRADE SEE NOTE C. 3. FINISH GRADE SEE NOTE B. 4. BALL VALVE -- ROTATE VALVE TO POSITION AS SHOWN 5. PVC MAIN LINE (SIZE AND TYPE PER' SPECIFICATIONS) 6. COMMON BRICK (4 TOTAL -ONE AT EACH CORNER) -- KEEP BRICKS AWAY FROM PIPE 7. PEA GRAVEL BASE (6" DEEP) 8. PVC SCH 80 TOE NIPPLE -SIZED EQUAL TO SALL VALVE 9. PVC SCH 80 45 DEGREE ELL (4 TOTAL-SxS) 10. PVC MAIN LINE PIPE NIPPLE (2 TOTAL) 11. PROVIDE CLEARANCE INSIDE BOX FOR OPEN AND CLOSED POSITION 12, BRASS ID TAG INDICATING "SHUT OFF VALVE". CENTERED AND RIVETED TO TOP OF LID. 13. FLEXIBLE PLASTIC VALVE ID TAG. F.I,P.T. BALL VALVE NOT TO SCALE LEGEND 1. FINISH GRADE. SEE NOTES B & C. 2. PULL BOX WITH CONCRETE LID AND HOLD-DOWN BOLTS. SEE NOTE E. 3. TYPICAL CONDUCTER SPLICE ENCAPSULATED. 4. DUCT SEAL COMPOUND. 5. PEA GRAVEL. 6. COMPACTED SUHGRADE. 7. CONDUIT, 1-1l2" SCH. 40 PVC. PULL BOX NOT TO SCALE END VIEW VIEW °END 0 0 11 _17I n..=il`II It411* I II 1I" i 't -,'L.711 L ti 1 ,, . .. ` . .. Ii Il I. II=11 ♦rigs•. �s+��. 11 It" IT =11=11 t II: II Ir II- Ir 1t Ir II Qllafl, 11=`' II PART NO. BF -188 BF -214 BF -232 1. EXPANDED METAL HACKFLOW COVER. 2. BACKFLOW PREVENTER. 3. ANCHOR (TYPICAL): 4. i OURED CONCRETE BASE 6" 44444414.101-T1414144 10-- 6" OLYOHD OUTSIDE OUMENSIDNs OF E O OE,mr n ,.rnnnr .n OF SIAD, SEE CUMr T'AD DETAIL FOR FURTHER fteN-SEE NOTE D. 5. WATER SERVICE INLET PIPING. 6. PROVIDE PADLOCK FOR HASP TO LOCK ENCLOSURE -CONTACT CITY FOR PADLOCK TYPE STEP 1 WIDTH "A" 24" 30" 30' I ENOTT 60 72" 84' HEIGHT, "C" 36 42" 42" 7. WATER SERVICE OUTLET PIPING. 8. FINISH GRADE. SEE NOTES B & C. 9. SUPPORT (TYPICAL). Q. INSTALL A FREEZE PREVENTATNE BLANKET OVER BACKFLOW ASSEMBLY -COLOR TO BE GREEN(POLAR PARKA OR EOUAL), n. PROVIDE CLEARANCE ON 80TH SIDE OF ASSEMBLY FOR OPENING ENCOSURE. ENCLOSURE SIDES MUST FULLY OPEN AS SHOWN I.eMEUR DUAL SWING EXPANDED METAL BACKFLOW ENCLOSURE NOT TO SCALE STEP 2 STEP 3 STEP 5 INSTRUCTIONS: 1. STRIP WARS APPROXIMATELY 1/2" TO EXPOSE WIRE, 2. TWIST CONNCCTOR AROUND WIRES CLOCKWISE UNTIL HAND TIGHT, DO NOT OVERTIGHTEN, 3. INSERT WARE ASSEMBLY INTO PLASTIC TUBE UNTIL WIRE CONNECTOR SNAPS PAST UP IN BOTTOM OF TUBE, 4. PLACE WARES WHICH EXIT TUBE IN WIRE EXIT HOLES AND CLOSE CAP UNTIL IT SNAPS. 5. INSPECT FINAL SPLICE ASSEMBLY TO BE SECURE AND FINISHED. WIRE SPLICE NOT TO SCALE NO 1. VALVE CONTROL WIRE - PROVIDE 3M GBY SEAL PACKS AT SPLICES, 36" OF EXCESS WIRE IN A 1" DIAMETER COIL 2. RECTANGULAR -PLASTIC VALVE BOX WITH BOLT DOWN LID. INSTALL BOX AS SHOWN IN BOX INSTALLATION DETAIL, SEE NOTE E. TOP DIMENSION AS FOLLOWS: 1" AND SMALLER VALVE: 11.75" X 17" X 12" DEEP. 1,5" AND LARGER VALVE: 16" X 25,5" X 15" DEEP. 3. REMOTE CONTROL VALVE WITH FLOW CONTROL AND MANUAL BLEED. 4, SCHEDULE 80 PVC TOE NIPPLE (LENGTH AS REQUIRED), 5, PVC MAINLINE(SIZE AND TYPE PER IRRIGATION LEGEND OR SPECIFICATIONS), 6, MAIN UNE SERVICE TEE (SOLVENT WELD) x FIPT OUTLET - REFER TO IRRIGATION LEGEND OR SPECIFICATIONS FOR CLASS OR SCHEDULE 7. PEA GRAVEL - 6" DEEP BELOW VALVE (NO SOIL IN VALVE BOX). 8, SCHEDULE BO PVC THREADED UNION AND CLOSE NIPPLE, 9. SCHEDULE 80 TOE NIPPLE, LENGTH AS REQUIRED, 10, LOWER LATERAL LINE DOWN WITH SOLVENT WELDED SCHEDULE 40 PVC 45 ELBOWS. 11. PVC LATERAL LINE REFER TO IRRIGATION LEGEND OR SPECIFICATIONS FOR CLASS OR SCHEDULE 12, BRICK - 1 AT EACH CORNER OF VALVE BOX. 13. FINISH GRADE, SEE NOTES B & C. 14. FLEXIBLE PLASTIC VALVE IL. TAG -ATTACH TO INSIDE OF BOX 15. BRASS ID TAG INDICATING "REMOTE CONTROL VALVE". CENTERED AND RIVETED TO TOP OF LID. REMOTE CONTROL VALVE NOT TO SCALE 4'-O" MAX 9 BUBBLER WELL PROJECT SPECIFIC NOTES: COMPACTED BACKFILL FINISH GRADE PVC CAP 1=LOOD BUBBLER 4"X3" OIA. PERFORAT STYRENE DRAIN PIPE TORO FUNNY PIPE AND FITTINGS + I/2" PROVIDE A 4' MIN. 6'° MAX. ysL�OAT TO ALLOW Fog SETTLEMENT OP PS RA 11E CLOT. L,4Yt"'F25 3/4" DRAIN ROCK A. CONTRACTOR SHALL INSTALL IRRIGATION SYSTEM IN COMPLIANCE TO CITY OF SAN MATEO'S IRRIGATION STANDARDS MANUAL. B. FINISH GRADE IN THIS DETAIL SHALL BE REDEFINED TO MEAN FINISH SURFACE OF ADJACENT CONCRETE PAVING. C. TOP OF VALVE BOX LID SHALL BE INSTALLED FLUSH WITH ADJACENT FINISH SURFACE. D. CONCRETE WALK PAVING. SEE CIVIL PLANS. E. VALVE BOX SHALL BE CRISTY FIBERLYTE BOX WITH PRECAST CONCRETE LID WITH BOLT DOWN FEATURE; OR APPROVED EQUAL. LABEL LID AS SPECIFIED. 100% SUBMITTAL JUNE 2004 NTS Q C I - DESCRIPTION Z 0 No >z w SURVEYED BY: BOOK NO. DATE: DRAWN BY: - DATE: 03/04 CHECKED BY: - DATE: 03/04 SCALE: AS NOTED PROJECT NO.: 463336 CASE 2 DRAWER 19 SET 28 LI-5 Ld I - 'C 0 Ii 0 cc DOA A PL N. IF NOTES: A- -PL EI I T(ONA,I TRAt4 SFQPUrn PLANT LIST ABBREV. BOTANICAL NAME COMMON NAME S17F MISC. NOTES & REQUIREMENTS TREES CEL AUS Celtis australis European Hackberry 24" Box Matched; Hi. Br. QUE RUB Quercus rubra Red Oak 24" box Matched; Hi. Br. PLANT LIST ABBREVIATIONS: Note: lThis list together with the plant list prepared by Cottong & Taniguchi must accompany the contractors nursery order(s) SL :Single main, straight, dominant, leader Hi. Br. High branched —lowest limbs held above rootball 5' min. for 15 gallon can 6' min. for 24" box trees No Top !No topping or pruning of upper branches Br. Gr Branched to ground F & B iFull dense, bushy, vigorous plants, with young growth closely spaced on branches, no old/woody plants. N.V.S.-30 del Narrow upright vase shape 30 degrees or less spread in branch/trunk structure N.V.S.-45 de0Narrow upright vase shape 45 degrees or less spread in branch/trunk structure 1. No. Whorl. Br`No closely spaced whirled branches Selec even symmetrical branch distribution Match Matched size, form, caliper, branching and cultivar. Select from one lot, one grower, for guaranteed consistency through life of plants. i In general plants within a group or area are to be matched, unless noted otherwise. T.F. 'Tree Form S F Shrub Form N F Narrow upright Form B.R. Bare Root B & B Balled and Burlap Mult. St. Multi stemmed Flat ,Rooted cuttings from flats at on center distance specified in list. See groundcover/shrub o.c planting detail for layout. Cal. ;Caliper it I EV ;Evergreen G C. 'Gallon Can N.C.N. No Common Name Trail F Select trailing Forms for prostrate growth Veg Gr. Vegetative Grown Hed. F. 'Hedge Form (clipped) Stem up. ,Stem up to expose trunk and lower branch pattern N. Drp Br. No long heavy drooping branches Pt — HONDA HCSPITAL CEL AUS 3' X 3' SCORE LINE GRID CENTERED & ALIGNED TO ACCESSIBLE RAMP, TYP. PL EXISTING TREES TO REMAIN, TYP. V.; �1- .1e2lip Ir'oj1 i 5r -c t -1c 1 3111 I' -O T,2 -r GItegst-,TE - (71IT- '24 U/G/9 h ot4 t.t5� st ev-r :Y U t��.1 ,o-e.caraaa ES. i � • PSI krr' Ple 1 4/k CWL c4. 4w TREE GRATES TO HAVE TWO 3"HOLES FOR TREE STAKES AND ACCESS COVER FOR BUBBLER URBAN ACCESSORIES:INC. PO. BOX 310 2000.4 144th AVE. NE. WOODIN V ILLE, W.A. 98072 425-487-0488 FHB vF GUt?S. 425-485-6618 FAX rRee cu rr7 Tt� EfEAU`r- pun-- Fto-At1E C I'm IHOE') r' 'mot Lt P1'1� k`1 f' �L 11 G'•EP-t" 15 b.lE L v�r.� 1 ' Ft -t'IE Firm 1-1/2 t.IU. °Mv eiJ1 nloN 2 TG�f�1 _ c_Pfre-1 12 CtJGfzeTt PA� t P'Kk rL.E 11144 Jgr t -'P7 - "� P 412E (6I- G I F`,' 112 -F t am sY PU '-{ i^FL IE = I" I It rtt�� t 0/4 FF " 1E w/ V,411 x 2" (2- I 4-' 1 ML-') LEt rrf ., 3nt✓' S L t • Tz1-;�.i G CUR 5l9 GLIB ��1 fi�tt-� OTW rr 1s -JOT-Ofc r iptt>tj• CITY OF SAN MATEO TREE GRATE CALIFORNIA 94403 DETAIL 210 DATE 5-87 DRAWN BY KP CHECKED SS APPROVED CITY ENGINEER CASE 3 DRAWER SET 847 SHEET — OF__ EX. PLANTER TO REMAIN CHECK LUCY'S EXPRESS SALON LAS L APINATA CAZUELAS MARKET TAQUEP,,IA Na 519 - MATCH NEW SCORE JOINTS TO EXISTING SCORE JOINTS TREE GRATE, TYP. SEE DETAIL #210, SHEET LL -1. TACO BELL SEE CIVIL PLANS FOR NEW CONC. SAW CUT LINES, TYP. SPEEDY AUTO GLASS CEL AUS N J J AS STATIC N 1. REFER TO CIVIL PLAN FOR HORIZONTAL CONTROL. 2. REFER TO CIVIL PLAN FOR DEMOLITION OF EXISTING CONCRETE PAVING. 3. REFER TO CIVIL PLAN FOR TREES TO BE REMOVED AND TREES TO REMAIN. 4. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 5. PLANT MATERIAL SHALL BE INSTALLED IN CONFORMANCE TO CITY OF SAN MATEO STANDARDS. 6. SEE SHEET LL.2 FOR PLANTING DETAILS. 100% SUBMITTAL JUNE 2004 DESCRIPTION z Yid >z W CC — N 0 I 0 0 w W o O - = E Z < ft 1 -am U D O Z< 00 HN O 0 0 J N M CO COcfl M m L.L CO W w Q W LI.J Z 0_ z LLJ > Z Lt, 0: > U C co w I..f� Cn J z z J 05 0 a 0 SURVEYED BY: Li; 0 0 0 z O O m DRAWN BY: - 0 ro 0 w 0 CHECKED BY AS NOTED PROJECT NO. CASE 2 DRAWER 19 SET 28 LL -1 W Q 0 m MATCH NEW SCORE JOINTS TO EXISTING SCORE JOINTS LL -1. PREVAILING WIND DIRECTION PLAN Fork Finish Grade 12" min into subsoil SECTION SEE CIVIL PLANS FOR NEW CONC. SAW CUT LINES, TYP. 3 X CONTAINER DIA n TREE PLANTING CEL AUS Trim turf neatly to stakes and fill w/mulch Tree trunk Rootba II 2 tree ties placed 6" max below main Pork or branch (2) stakes, 2" dia. Do not penetrate rootball.Trim stake to prevent branch rubbing. I"x4" rough douupq fir w/(2) 2" alv. bails attach corIection. Locate on prevailing wind side. Root crown l" above soil after settlement. Scarify perimeter of rootball. Mulch 4" high soil berm, cont. on flat areas, same dia. as rootball. On slopes down Remove at end of maintenance period. Fertilizer tablets 6ackfill mix ofpityto 3"t depth des NOT TO SCALE .E AUTO AU`i O GLASS r . - w J uJ I 0 Q 2 N I w w 1/) TREE STAKE, TYP. ORDER TREE GRATES WITH INNER RING REMOVED J ,51 4 D RCP -- [1 1 1 1 1 11111 MS I1 1r GAS & SHOP 3' X 3' SCORE LINE GRID CENTERED & ALIGNED TO ACCESSIBLE RAMP, TYP. 4TH AVENUE TREE GRATE W/ METAL FRAME, SEE SHEET LL.I "4 RESAR CONT. AROUND TREE WELL CONCRETE PAVING THICKENED EDGE TYP. 9 ALL TREE WELLS TREE PLANTING NTR F PEA GRAVEL. TYP. 2' DEEP MN. X 4' SQ. ROOT ISARRIER, TYP. TREE PLANTING DETAIL GRATE J1ELL NOT TO SCALE SEE CIVIL PLANS FOR NEW CONC. SAW CUT LINES, TYP. MATCH NEW SCORE JOINTS TO EXISTING SCORE JOINTS PL PL^ PROVIDE & INSTALL NEW TRASH RECEPTACLE. SEE DETAIL 3 SHEET LL -2 QUE RUB CHEVRON GAS S TRASH RECEPTACLE SHALL BE VICTOR STANLEY, IRON SITES SERIES, MODEL S-42 WITH EMBEDDED ANCHOR DIST. DAVID O'KEEFE TEL. # 800-368-1366 COLOR TO BE DETERMINED. (3; TRASH RECE T4CL TREE GRATE, TYP”- SEE DETAIL #210, SHEET LL 1. ICON NOT TO SCALE PL Dia .2" SD PC V" 0 w PL — PL NOTES: 1. REFER TO CIVIL PLAN FOR HORIZONTAL CONTROL. 2. REFER TO CIVIL PLAN FOR DEMOLITION OF EXISTING CONCRETE PAVING. 3. REFER TO CIVIL PLAN FOR TREES TO BE REMOVED AND TREES TO REMAIN. 4. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 5. PLANT MATERIAL SHALL BE INSTALLED IN CONFORMANCE TO CITY OF SAN MATEO STANDARDS. 6. SEE SHEET LL.2 FOR PLANTING DETAILS. L RAILROAD AVE 1 100% SUBMITTAL JUNE 2004 DESCRIPTION z 0 wz I 00 w 0 z Q I— 05 0 z 0 I— I - 0 Q. 0 m w a 0 a an N CO eJ OD 0 rn 0 COin 0 N In z F- W Q D Cn W � Z 0_ z LLJ > 0 2 = w C 06 Q 0_ U H co W Co LANDSCAPE LAYOUT & PLANTING PLAN SURVEYED BY: w a 6 z 0 0 m 0 v) 0 w 0 } m z 0 0 r7 0 w 0 1 cc m 0 w 0 W I 0 AS NOTED W J Q 0 N PROJECT NO.: 463336 CASE 2 DRAWER 19 SET 28 LL -2 3' X 3' SCORE LINE GRID CENTERED & ALIGNED TO ACCESSIBLE RAMP, TYP. GROCERIES EAST 3RD A -NU . ,TACK--IN-THE BOX %1 PL — MATCH NEW SCORE JOINTS TO EXISTING SCORE JOINTS tkr`t ....1111 TREE GRATE, TYP. SEE DETAIL #210, SHEET LL -1. ZONE SMOKE SEE CIVIL PLANS FOR NEW ONC. SAW CUT LINES, TYP. BIRD BOOKS CEL AUS GAS STATION 1/ 14,00 6 ./ NOTES: SHELL GAS STATION MEDIAN PAVERS SEE DETAIL 1/SHEET LL -4. TREE GRAT SEE DETAIL EXISTING TREES TO REMAIN, TYP. PADMOIJNT 7RANSFOR 1. REFER TO CIVIL PLAN FOR HORIZONTAL CONTROL. 2. REFER TO CIVIL PLAN FOR DEMOLITION OF EXISTING CONCRETE PAVING. 3. REFER TO CIVIL PLAN FOR TREES TO BE REMOVED AND TREES TO REMAIN. 4. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 5. PLANT MATERIAL SHALL BE INSTALLED IN CONFORMANCE TO CITY OF SAN MATEO STANDARDS. 6. SEE SHEET LL.2 FOR PLANTING DETAILS. n KEY MAP 100% SUBMITTAL JUNE 2004 0 10 20 FEET 40 DATE I >- m DESCRIPTION REVISION NO. EO . Z - wOl « sb i. li.4 COTTONG & TANIGUCHI LANDSCAPE ARCHITECTS 215 Highland Avenue Burlingame, CA 94010 C.L.A. 2527 a M%650.342.9083 Az 650.342.7021 3RD & 4TH AVENUES STREETSCAPE AND PEDESTRIAN IMPROVEMENTS LANDSCAPE LAYOUT & PLANTING PLAN SURVEYED BY: BOOK NO. DATE: DRAWN BY: - DATE: 03/04 _CHECKED BY: - DATE: 03/04 SCALE: AS NOTED PROJECT NO.: 463336 CASE 2 DRAWER 19 SET 28 LL -3 w F- 0 =OR NEW INES, TYP. PL MATCH NEW SCORE JOINTS TO EXISTING SCORE JOINTS NOTES: CEL AUS 4 4. -J 2 SASALITE MISSION 4"XS" 60MM PAVER, COLOR: MENDOCINO (OR APPROVED EQUAL), SAND FILLED JOINTS, TIP. 1" MAX. SAND SETTING SED CONCRETE SUS -SASE INFILL AS REQUIRED EXISTING ASPHALT 4 ROAD TO REMAIN PRECAST PAVERS SCALE: 11/2" CONCRETE CURS, SEE CIVIL ENG. DU1GS, PAVERSECT.DWG 7 TRAFFC StQNS SHELL STATION —PL QUE RUB SHELL CAR \SH TREE GRATE, TYP. SEE DETAIL #210, SHEET LL -1. EXISTING TREES TO REMAIN, TYP. TREE GRATES & STREET TREES BY OTHERS; N.I.C. Pt EAST 3RD AVE CONSTRUCT N 3' X 3' SCORE LINE GRID CENTERED & ALIGNED TO „„ ACCESSIBLE RAMP, TYP. QUE RUB PL DELAWARE b O 11'-10" BOC 1. REFER TO CIVIL PLAN FOR HORIZONTAL CONTROL. 2. REFER TO CIVIL PLAN FOR DEMOLITION OF EXISTING CONCRETE PAVING. 3. REFER TO CIVIL PLAN FOR TREES TO BE REMOVED AND TREES TO REMAIN. 4. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 5. PLANT MATERIAL SHALL BE INSTALLED IN CONFORMANCE TO CITY OF SAN MATEO STANDARDS. 6. SEE SHEET LL.2 FOR PLANTING DETAILS. 100% SUBMITTAL JUNE 2004 0 10 20 40 FEET DESCRIPTION z 0 No 57 W U D (0 y 0 F 0 0 a w a F — m CO i E U O1 ¢ m 0 a m 0 CO CO CO DJ 0 0 m 0 0 r n N 0 z Q F- W Q � � W � Z Lu > C 2 = Q > ix 06 Q a- frO U M W W V i Q J 0 0 z z J 06 D 0 >- < VJ 0 z Q J SURVEYED BY: W 0 0 z 0 0 0 to 0 W 0 mm z 0 0 to 0 W 0 r 0 0 W 2 0 AS NOTED LJ J 0 N PROJECT NO CASE 2 DRAWER 19 SET 28 LL -4 >- ft w D W 0 a O -J BEGIN 2+47.75, 36.89 L\ 2+49.92, 26.33 L CL RAMP END Lf 2+59.54, 21.04 L 17.88' 7-11111- o L BEGIN 20 5 0 PL C 10 1 1 1 1 1 1 1 1 1 END 3+00 BEGIN V ❑5 4 GRAPHIC SCALE 20 40 W 0 ✓ lL J NCD O) Q 0 W °)i0ot,�1 -- rV Q, 0 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 I❑ 31 r END BE IGIN,' 99 ff -PL 80 KEY MAP SCALE: 11 = 100" ( IN FEET ) 1 inch = 20 ft 0 1 1 1 1 CIF, PC ma-. 1 1 1 1 BEGIN 4 8 4+00 END 4;, BEGIN Q EAST 4TH AVENUE 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i lf 1'1 JS ; J r N11,'1L BEGIN L/ - ACNJIRRE NTE f ir[l/\ L1 ....VI . U3 U) 7 1401 1 M11,Ja:LI STREET IMPROVEMENT LEGEND & NOTES REMOVE AC PAVING, PCC BASE & AGGREGATE BASE, INSTALL 12" FDAC. PROVIDE ENGINEER FILL COMPACTED TO 95% BENEATH NEW FDAC. COLD PLANE 2" THICK AC, TO ACCOMMODATE 2" AC OVERLAY TO NEW FINISH GRADES. INSTALL NEW CONCRETE SIDEWALK PER NEW TREE PLANTING. SEE LANDSCAPE PLANS NEW STREETLIGHT. SEE ELECTRICAL PLANS - PROPERTY LINE 1❑ 2 4 5 6❑ 7❑ 8 10 15 16 17 T ri J Pr[V[ rn LO I, 16.17 BEGIN 23.00' U) PAY 'F'ordf BEGIN __ PAVF KILNI �41Ph IL' nIuw BEGIN PIC IMBnHFLI CUNCPIIC M N N c0' 03 U) SAWCUT AND REMOVE EXISTING SIDEWALK TO NEAREST CONTROL JOINT ALIGN SAWCUT WITH EXISTING BACK OF CURB SEE IRRIGATION PLANS AND ELECTRICAL PLANS FOR IRRIGATION AND ELECTRICAL LAYOUT REMOVE AND REPLACE CURB & GUTTER BEYOND CURB RAMP TO NEAREST CONTROL JOINT. TRANSITION TOP OF CURB TO MATCH EXISTING CURB HEIGHT. NEW CURB AND GUTTER TYPE "A" PER CITY STD DETAIL NO. 141A CURB & GUTTER TO REMAIN EXISTING SIDEWALK TO REMAIN. DOWEL NEW SIDEWALK INTO EXISTING SIDEWALK. SEE GRADING AND UTILITY UNDERGROUNDING PLANS FOR NEW STORM DRAIN CONSTRUCT NEW DRIVEWAY PER INSTALL CASE "A" WHEELCHAIR RAMP SEE TYPICAL BULBOUT & HANDICAP RAMP SECTION SEE TYPICAL SIDEWALK SECTION WITH NON -WIDENING AREAS SEE TYPICAL SIDEWALK SECTION WITH SIDEWALK WIDENING AREAS SEE GRADING DETAILS 1 24 25 29 31 32 33 34 36 37 END BEGIN nl F;inr, \FROM I -J 141 U) F- CO CD CO + 777, 6.00' - BEGIN 1281 l : FLf C END BEGIN w 0 0 J CO N C')>Q Mcn INSTALL CROSSWALK STRIPES PER CALTRANS STANDARD PLAN NO. A24E EXTEND EXISTING STRIPES TO CROSSWALK, PER DETAIL 23 ON CALTRANS STANDARD PLAN NO. A20A AS APPROVED BY CITY ENGINEER CONTRACTOR SHALL REMOVE AND DISPOSE ALL NEWSPAPER AND BROCHURE RACKS WITHIN THE PROJECT SITE AND PUBLIC RIGHT-OF-WAY. THIS IS NOT LIMITED TO THE RACKS THAT ARE NOT SHOWN ON PLANS. CONTRACTOR SHALL VISIT SITE DURING BIDDING TO DETERMINE NUMBER OF RACKS. COORDINATE WITH PROPERTY OWNER & BUILD TEMPORARY DRIVEWAY TO ALLOW TRAFFIC ACCESS MAINTAIN EXISTING DRIVEWAY OPEN AT ALL TIME TO ALLOW TRAFFIC ACCESS 3 -FOOT DRIVEWAY FLARE 2 -FOOT DRIVEWAY FLARE PAINTED CURB AS DIRECTED BY CITY ENGINEER REMOVE AND REPLACE PAVEMENT MARKINGS / PARKING STRIPES IN KIND. LOCATION SHALL BE APPROVED BY CITY ENGINEER 7+00 w w w co C C ti w z U H 5a L Q LINE TABLE LINE LENGTH BEARING L1 8.69 S40°29'24"E L2 5.00 S49°03'25"W L3 57.02 S48°28'32"W L4 18.34 S48°53'13"W L5 6.03 N48°29'59"E L6 2.33 N86°18'58"W L7 5.36 N48°30'00"E L8 5.64 N86°34'18"W L9 10.94 S41°45'11"E L10 10.58 S41°20'11"E L11 4.54 S03°35'25"W L12 7.43 N48°36'30"E L13 1.88 NO3°31'56"E L14 11.03 N48°30'47"E L15 5.00 N41°32'20"W L16 6.14 S86°28'54"E L17 4.69 N48°36'30"E L18 2.36 S86°29'20"E L19 11.03 N48°36'30"E L20 109.38 N48°30'40"E L21 2.32 N86°29'35"W L22 14.65 S41°20'47"E L23 123.07 N48°33'03"E 0 CURVE TABLE CURVE LENGTH RADIUS DELTA C1 7.89 5.00 90°27'11" C2 237 300 45°21'31" C3 3.94 500 45°11'02" C4 22.38 16.00 80°08'37" C5 4.79 5.00 54°55'41" C6 2.35 3.00 44°49'07" C7 2.35 3.00 44°55'36" C8 6.02 5.00 68°59'10" C9 18.43 16.00 65°59'45" C10 3.93 5.00 45°04'34" C11 2.35 3.00 44°58'37" C12 2.35 3.00 44°56'33" C13 4.72 500 54°03'13" C14 22.63 1600 81°02'11" C15 3.92 5.00 44°54'10" C16 2.35 3.00 44°54'10" SEE GRADING & UNDERGROUNDING UTILITY PLANS FOR CURVE COORDINATES REMOVE AND RELOCATE ROADWAY SIGNS TO (N) STREETLIGHT POLE. ALSO SEE NOTE 39 REMOVE ROADWAY SIGNS, POST & FOUNDATION AND RELOCATE SIGN & POST IN CONFORMANCE WITH THE FOLLOWING CASES AND NOTE 39' 1. WHEN SIGN FACE IS INTENDED TO BE PERPENDICULAR TO TRAFFIC FLOW, SIGN EDGE SHALL BE 12" MIN. FROM CURB FACE. 2. WHEN SIGN FACE IS INTENDED TO BE PARALLEL TO TRAFFIC FLOW SIGN POST SHALL BE 21" MIN. FROM CURB FACE. SIGN POST SHALL BE INSTALLED IN A 6" CLASS "A" P.C.C. FOUNDATION PER CALTRANS STANDARD SPECIFICATION SECTION 56-2.03. CONTRACTOR SHALL WORK WITH ENGINEER TO DETERMINE THE CORRECT SIGN ORIENTATION & HEIGHT. ALL SIGN LOCATIONS SHALL BE APPROVED BY ENGINEER. STREETLIGHT LOCATIONS SHALL BE CONFORMED WITH ELECTRICAL PLAN. LOCATIONS SHALL BE VERIFIED WITH CITY INSPECTOR PRIOR TO CONCRETE POUR. F ESS/pN ' ACiSs- No. 48394 *� EXP. 6-30-06 \st4 I A ? DESIGN CHANGE #1 APRIL 1, 2005 DESCRIPTION STREETLIGHT LOCATIONS z 0 v)0 0 APPROVED Project Engineer C 0 Senior Engineer APPROVED City Engineer/Dep. Director of Public Works & ASSOCIATES, U C) W 1 3 a H W W 0 Z W W 0- Ta Z a �w ,,x� 0_ W Q gyp/ `0`^ C J M H MPROVEMENTS 4TH AVENUE IMPROVEMENT PLAN SURVEYED BY: PR W a O Z O O co CASE 2 C W 0 W J C m ma Z Y o DRAWER 19 C N II PROJECT NO.: 463336 2BA C -10 W 1- 0 >- ID W 0 O J ' . N 0) rj lfl 'D. W O OJ J _> co r. 11-11 . N- LE^ H ' r' 6.00' 0 0 ti w z J 0 N1F Q 2 18.01' I, r io �§ N CO IS 00 J N W >- 041 0 Q O W J -NE_ ace, KEY MAP SCALE: 1' = 100" R r, H W L.L V! NW L.L Q J W 0 H O DT Oct vJ EAST 3RD AVE BEGIN 20 0 10 J CO U) N CO N N CD a, RED No poia^g END 4 BEGIN FADE GRAPHIC SCALE 20 40 WHITE STRIPES 0) CO N PPE 9+00 1 EAST 4TH AVENUE 5.50' 80 ( IN FEET) 1 inch = 20 ft. I^ END PEE RICK R PAVE•• BAND 5.50'- 81 REMOVE AC PAVING, PCC BASE & AGGREGATE BASE, INSTALL 12" FDAC. PROVIDE ENGINEER FILL COMPACTED TO 95% BENEATH NEW FDAC. COLD PLANE 2" THICK AC, TO ACCOMMODATE 2" AC OVERLAY TO NEW FINISH GRADES. INSTALL NEW CONCRETE SIDEWALK PER NEW TREE PLANTING. SEE LANDSCAPE PLANS NEW STREETLIGHT. SEE ELECTRICAL PLANS - PROPERTY LINE BEGIN W 0 c3 O Li N CN0 c A Co • U + © -El Fl r1a:_:. J END BEGIN It WIRE RID BRICK PAVER BANI Hut TO & 6" FROM TREE GRAT Act IF) 17v1LH STREET IMPROVEMENT LEGEND & NOTES LI 2 ❑3 4 n 7 n 10 11 15 16 19 Co CO 28 INSTALL CROSSWALK STRIPES PER CALTRANS STANDARD PLAN NO. A24E SAWCUT AND REMOVE EXISTING SIDEWALK TO NEAREST CONTROL JOINT ALIGN SAWCUT WITH EXISTING BACK OF CURB SEE IRRIGATION PLANS AND ELECTRICAL PLANS FOR IRRIGATION AND ELECTRICAL LAYOUT a, 0) 1n N 0) to W M 0 REMOVE AND REPLACE CURB & GUTTER BEYOND CURB RAMP TO NEAREST CONTROL JOINT. TRANSITION TOP OF CURB TO MATCH EXISTING CURB HEIGHT. NEW CURB AND GUTTER TYPE "A" PER CITY STD DETAIL NO. 141A CURB & GUTTER TO REMAIN EXISTING SIDEWALK TO REMAIN. DOWEL NEW SIDEWALK INTO EXISTING SIDEWALK. SEE GRADING AND UTILITY UNDERGROUNDING PLANS FOR NEW STORM DRAIN CONSTRUCT NEW DRIVEWAY PER INSTALL CASE "A" WHEELCHAIR RAMP INSTALL CASE "C" WHEELCHAIR RAMP SEE TYPICAL BULBOUT & HANDICAP RAMP SECTION SEE TYPICAL SIDEWALK SECTION WITH NON -WIDENING AREAS SEE GRADING DETAILS SEE GRADING DETAILS 1 0 z W 24 25 26 29 3 711 33 n 35 36 37 38 39 43 H W NWN V! 0 0 C�/ LL 0 0 J W 2 'U) N ui 26.10' N 0) / BEGIN P�:I' I1 U L! - II EXTEND EXISTING STRIPES TO CROSSWALK, PER DETAIL 23 ON CALTRANS STANDARD PLAN NO. A20A AS APPROVED BY CITY ENGINEER CONTRACTOR SHALL REMOVE AND DISPOSE ALL NEWSPAPER AND BROCHURE RACKS WITHIN THE PROJECT SITE AND PUBLIC RIGHT-OF-WAY. THIS IS NOT LIMITED TO THE RACKS THAT ARE NOT SHOWN ON PLANS. CONTRACTOR SHALL VISIT SITE DURING BIDDING TO DETERMINE NUMBER OF RACKS. COORDINATE WITH PROPERTY OWNER & BUILD TEMPORARY DRIVEWAY TO ALLOW TRAFFIC ACCESS MAINTAIN EXISTING DRIVEWAY OPEN AT ALL TIME TO ALLOW TRAFFIC ACCESS 3 -FOOT DRIVEWAY FLARE PAINTED CURB AS DIRECTED BY CITY ENGINEER REMOVE AND REPLACE PAVEMENT MARKINGS / PARKING STRIPES IN KIND. LOCATION SHALL BE APPROVED BY CITY ENGINEER EXTEND EXISTING STRIPES TO CROSSWALK, PER DETAIL 10 ON CALTRANS STANDARD PLAN NO. A20A AS APPROVED BY CITY ENGINEER REMOVE AND RELOCATE ROADWAY SIGNS TO (N) STREETLIGHT POLE. ALSO SEE NOTE 39 M. 12+00 EAST 4TH AVENUE Q LINE TABLE LINE LENGTH BEARING L20 109.38 N48°30'40"E L21 2.32 N86°29'35"W L22 14.65 S41°20'47"E L23 123.07 N48°33'03"E L24 8.44 N41°27'08"W L25 18.87 S41°29'32"E L26 6.01 N48°30'55"E L27 8.51 S03°30'31"W L28 1.30 S4B°30'55"W L29 16.42 N48°30'55"E L30 4.11 S41°30'00"E L31 5.18 S86°25'45"E L32 19.98 N41°24'06"W L33 91.62 S48°33'19"W L34 42.46 N48°27'04"E 0 CURVE TABLE CURVE LENGTH RADIUS DELTA C17 2.36 3.00 44°59'45" C18 4.07 5.00 46°40'16" C19 24.67 16.00 88°20'09" C20 37.71 24.00 90°01'57" C21 25.35 16.00 90°4738" C22 2.36 3.00 45°00'24" C23 2.36 3.00 45°00'24" C24 21.99 14.00 90°00'00" C25 3.92 5.00 44°55'45" C26 2.36 3.00 45°01'39" SEE GRADING & UNDERGROUNDING UTILITY PLANS FOR CURVE COORDINATES REMOVE ROADWAY SIGNS, POST & FOUNDATION AND RELOCATE SIGN & POST IN CONFORMANCE WITH THE FOLLOWING CASES AND NOTE 39: 1. WHEN SIGN FACE IS INTENDED TO BE PERPENDICULAR TO TRAFFIC FLOW, SIGN EDGE SHALL BE 12" MIN. FROM CURB FACE. 2. WHEN SIGN FACE IS INTENDED TO BE PARALLEL TO TRAFFIC FLOW SIGN POST SHALL BE 21" MIN. FROM CURB FACE. SIGN POST SHALL BE INSTALLED IN A 6" CLASS "A" P.C.C. FOUNDATION PER CALTRANS STANDARD SPECIFICATION SECTION 56-2.03. REMOVE STOP SIGN, POST & FOUNDATION AND RELOCATE SIGN & POST 4' FROM CL OF THE NEAREST CROSSWALK STRIPE AND 21" MIN. FROM CURB FACE. ALSO, SEE NOTE 39 CONTRACTOR SHALL WORK WITH ENGINEER TO DETERMINE THE CORRECT SIGN ORIENTATION & HEIGHT. ALL SIGN LOCATIONS SHALL BE APPROVED BY ENGINEER. STREETLIGHT LOCATIONS SHALL BE CONFORMED WITH ELECTRICAL PLAN. LOCATIONS SHALL BE VERIFIED WITH CITY INSPECTOR PRIOR TO CONCRETE POUR. DESIGN CHANGE #1 APRIL 1, 2005 DESCRIPTION STREETLIGHT LOCATIONS z 0 056 S APPROVED Project Engineer Senior Engineer APPROVED City Engineer/Dep. Director of Public Works a U z co� z I..L_ H co w W Q Z Z Z W H LIJ (3- Q 0 5 =a> "V Q U H CO W NW H Co 4TH AVENUE IMPROVEMENT PLAN SURVEYED BY: PR w 0 0 z 0 0 [CI O w 0 0 DRAWN BY: KM 0 L] 0 mm 0 W W 2 U O N I I W J U m PROJECT NO.: 463336 CASE 2 DRAWER 19 SET 28A C-1 1 w 0 0 M - -PL- I II I II O 11 CL, EAST 3RD AVEIIU 0 - -b 0 20 10 CLAREMONT STREET 0 0 0 ti 0.97, 4.033 L AMP GRAIPHIC SCALE 20 40 -16.07' 80 ( IN FEET ) 1 inch = 20 ft. SHEET 4 BEGIN _YELLOW BARKERS � v LONG EAT J N 1,1V1 U�'_ �;I J Il r ,L.G IF.�•i .-� co U) RD No parkin 70 e , CON C BEGIN 18.001 LAS f'AL OPFU\S OD U WI F - z a X w U URB DRAIN BANBA BA JUICES EAST 3RD AVE EAST 4TH AVE CLAREMONT ST 0 s a • EP ST 3RD AVE EAST 4TH AVE e OUTH EL DO KEY MAP SCALE: 1' = 100" UI B D BEGIN BEGIN STAR 7 ONE SMOKE - par END BEGIN MONITORING WELL JAY BIRD BOOKS JACK--1N-THE H OX 1 1 1 1 1 1 1 -O BEGIN Fri BEGIN 171 END OF T•. NS Q CURVE TABLE CURVE LENGTH RADIUS DELTA C27 2.36 3.00 45°00'52" C28 4.48 5.00 51°18'49" C29 23.37 16.00 83°41'07" C30 3.93 5.00 45°00'43" C31 2.34 3.00 44°45'23" C32 2.34 3.00 44°36'58" C33 3.29 5.00 37°45'27" C34 28.58 16.00 102°19'49" C35 2.85 5.00 32°39'42" C36 2.36 3.00 45°03'21" C37 2,33 3.00 44°30'07" C38 2.33 3.00 44°28'41" C45 4.45 20.00 12°45'29" RLl! N.a I'rdung 1 1 1 1 1 1 1 D AVENUE ORMFR� w 0 K N N CO } w UJoE CO N SEE GRADING & UNDERGROUNDING UTILITY PLANS FOR CURVE COORDINATES RED No pork' g zone CO 0) GUY WIRE 2-700 AL IPX ARCO CIA STATION - YELLOW MARKERS RED No -irking a RJR ry 6,1 O n BLUE HYDRANT MANNER NFER REMOVE AC PAVING, PCC BASE & AGGREGATE BASE, INSTALL 12" FDAC. PROVIDE ENGINEER FILL COMPACTED TO 95% BENEATH NEW FDAC. COLD PLANE 2" THICK AC, TO ACCOMMODATE 2" AC OVERLAY TO NEW FINISH GRADES. INSTALL NEW CONCRETE SIDEWALK PER NEW TREE PLANTING. SEE LANDSCAPE PLANS - t- NEW STREETLIGHT. SEE ELECTRICAL PLANS FE- - PROPERTY LINE LAYOUT LINE IS TOP CORNER AT FACE OF CURB (TYPICAL) VARIES -SEE LAYOUT TOP OF (E) PAVEMENT INSTALL TYPE B3 MEDIAN CURB PER PLAN A87 OF CALTRANS STANDARD PLANS (TYPICAL) REFER TO LANDSCAPE PLANS FOR INTERLOCKING PAVERS AND BASE FULL WIDTH MEDIAN WITH PAVERS IMPROVEMENT SECTION N.T.S. 0 0 cn BEGIN 14+34.47, 26,81 L 14+00 SEE MEDIA DETAIL BEL BEGIN 1,4+43.47, 26: SAWCUT AT BOTTOM N OF RAMP, REBUILD La HALF OF RAMP IN KIND c oo 1 15.00' 7 TRAFFIC SIGNS END BEGIN RFD No parking 77 -72D -D. BID PL II Licy PADMOUNT TRANSFORMER RED -" No parking zone J 15+00 sc DELAWARE CENTER 0' Q STREET IMPROVEMENT LEGEND & NOTES n 2❑ n u 5 H 8 10 13 14 15 16 17 21 SAWCUT AND REMOVE EXISTING SIDEWALK TO NEAREST CONTROL JOINT ALIGN SAWCUT WITH EXISTING BACK OF CURB SEE IRRIGATION PLANS AND ELECTRICAL PLANS FOR IRRIGATION AND ELECTRICAL LAYOUT REMOVE AND REPLACE CURB & GUTTER BEYOND CURB RAMP TO NEAREST CONTROL JOINT. TRANSITION TOP OF CURB TO MATCH EXISTING CURB HEIGHT. NEW CURB AND GUTTER TYPE "A" PER CITY STD DETAIL NO. 141A CURB & GUTTER TO REMAIN EXISTING SIDEWALK TO REMAIN. DOWEL NEW SIDEWALK INTO EXISTING SIDEWALK. SEE GRADING AND UTILITY UNDERGROUNDING PLANS FOR NEW STORM DRAIN CONSTRUCT NEW DRIVEWAY PER INSTALL CASE "A" WHEELCHAIR RAMP INSTALL VERTICAL PLANTER CURB TO MATCH EXISTING REGRADE PLANTER (IMPORT/EXPORT SOIL) TO MATCH NEW CONCRETE CURB; REINSTALL AND ADJUST IRRIGATION TO MATCH THE SHAPE OF THE RECONSTRUCTED PLANTER; PROVIDE NEW SPRINKLER HEADS, NEW ELBOW, COUPLINGS, PVC PIPE AND TRENCHING. SEE TYPICAL BULBOUT & HANDICAP RAMP SECTION SEE TYPICAL SIDEWALK SECTION WITH NON -WIDENING AREAS SEE TYPICAL SIDEWALK SECTION WITH SIDEWALK WIDENING AREAS SEE GRADING DETAILS C-23 1 24 25 26 27 28 31 32 33 34 36 39 40 41 42 43 SHIN.. _AR W a ‘7,_)1 LL N J c0y vQ O N U .2 Uo 28 Co N BEGIN `,/'0''H N.I.C. NEW TREE PLANTING BY DEVELOPER N END 111 _4_ w co v J w w z_ U Q 2 INSTALL CROSSWALK STRIPES PER CALTRANS STANDARD PLAN NO. A24E EXTEND EXISTING STRIPES TO CROSSWALK, PER DETAIL 23 ON CALTRANS STANDARD PLAN NO. A20A AS APPROVED BY CITY ENGINEER Q LINE TABLE LINE LENGTH BEARING L35 5.00 N41°30'46"W L36 6.42 NO3°06'12"E L37 5.62 NO3°30'29"E L38 5.00 S48°33'50"W L39 28.97 N48°23'52"E L40 40.77 N48°11'25"E L41 5.00 S41°29'04"E L42 6.49 886°29'56"E L43 2.67 N48°30'00"E L44 2.40 S86°29'17"E L45 6.70 N48°45'21"E L46 16.39 N48°30'43"E L47 1.75 S86°59'10"E L48 88.96 N48°32'09"E L49 43.58 N48°35'34"E L50 23.21 N48°35'34"E CONTRACTOR SHALL REMOVE AND DISPOSE ALL NEWSPAPER AND BROCHURE RACKS WITHIN THE PROJECT SITE AND PUBLIC RIGHT-OF-WAY. THIS IS NOT LIMITED TO THE RACKS THAT ARE NOT SHOWN ON PLANS. CONTRACTOR SHALL VISIT SITE DURING BIDDING TO DETERMINE NUMBER OF RACKS. INSTALL INTERLOCKING PAVER MEDIAN TRAFFIC ISLAND WITH TYPE B3 CURB PER PLAN 83 OF CALTRANS STANDARD PLANS COORDINATE WITH PROPERTY OWNER & BUILD TEMPORARY DRIVEWAY TO ALLOW TRAFFIC ACCESS 3 -FOOT DRIVEWAY FLARE 2 -FOOT DRIVEWAY FLARE PAINTED CURB AS DIRECTED BY CITY ENGINEER REMOVE AND REPLACE PAVEMENT MARKINGS / PARKING STRIPES IN KIND. LOCATION SHALL BE APPROVED BY CITY ENGINEER DESIGN CHANGE #1 APRIL 1, 2005 REMOVE AND RELOCATE ROADWAY SIGNS TO (N) STREETLIGHT POLE. ALSO SEE NOTE 39 CONTRACTOR SHALL WORK WITH ENGINEER TO DETERMINE THE CORRECT SIGN ORIENTATION & HEIGHT. ALL SIGN LOCATIONS SHALL BE APPROVED BY ENGINEER. INSTALL CALTRANS "TYPE K" MARKER ON NEW MEDIAN ISLAND NOSE ALIGN FACE OF MEDIAN CURBS TO MATCH INSIDE EDGE OF EXISTING STRIPING REPLACE CROSSWALK STRIPING IN KIND STREETLIGHT LOCATIONS SHALL BE CONFORMED WITH ELECTRICAL PLAN. LOCATIONS SHALL BE VERIFIED WITH CITY INSPECTOR PRIOR TO CONCRETE POUR. DESCRIPTION STREETLIGHT LOCATIONS z 0 (7o m a APPROVED Project Engineer t 0 Senior Engineer APPROVED City Engineer/Dep. Director of Public Works C4 Vi 8c ASSOCIATES, tea_/ L.L w w Z W W 0- a Z a �w r o- 06 < Np '0'^ L.f� v J M Nw I : �F- V J IMPROVEMENTS 3RD AVENUE IMPROVEMENT PLAN SURVEYED BY: PR O z 0 0 O w ca DRAWN BY: KM "s 0 J 0 m 0 w 0 w 0 O N II PROJECT NO.: 463336 CASE 2 DRAWER 19 SET 2BA C-12 LU O 0 m c'7 SHEET 5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 KEY MAP SCALE: 1' = 100" MATCH LINE 15+50 (SEE SHEET C-12) N.I.C. NEW TREE PLANTING BY DEVELOPER —PL I.C. EW TREE LANTING BY DEVELOPER 1 BEGIN OH IHANSI'ORMFR El RED Na parking zo"e. PROTECT TREE (E) IN -PLACE 1 N.I.C. NEW TREE PLANTING B PROTECT TREE DEVELOPED (E) IN -PLACE �L yJiki'y DRIVEWAY REMOVAL, CURBI DRAIN & SIDEWALK REPLACEMENT BY ADJACENT BEGIN I4 DEVELOPER 16+00 16+47.92, 26 38 L I u uLn�lo 4.00' -L END �± BEGIN 11 1 1 11 ofr BOLL 8, o NoN.. -§ iLL CN N O N W `r UE REMOVE AC PAVING, PCC BASE & AGGREGATE BASE, INSTALL 12" FDAC. PROVIDE ENGINEER FILL COMPACTED TO 95% BENEATH NEW FDAC. COLD PLANE 2" THICK AC, TO ACCOMMODATE 2" AC OVERLAY TO NEW FINISH GRADES. INSTALL NEW CONCRETE SIDEWALK PER NEW TREE PLANTING. SEE LANDSCAPE PLANS NEW STREETLIGHT. SEE ELECTRICAL PLANS R - PROPERTY LINE 4 1.10•11 I ghat WE RED No norklrg END IN511yVG0 )BEGIN U, N CD —J CL F- 0 Z W STREET IMPROVEMENT LEGEND & NOTES ❑3 4 5 El 7 ❑8 10 15 16 I#0@IDRI I H'EL SAWCUT AND REMOVE EXISTING SIDEWALK TO NEAREST CONTROL JOINT ALIGN SAWCUT WITH EXISTING BACK OF CURB SEE IRRIGATION PLANS AND ELECTRICAL PLANS FOR IRRIGATION AND ELECTRICAL LAYOUT REMOVE AND REPLACE CURB & GUTTER BEYOND CURB RAMP TO NEAREST CONTROL JOINT. TRANSITION TOP OF CURB TO MATCH EXISTING CURB HEIGHT. NEW CURB AND GUTTER TYPE "A" PER CITY STD DETAIL NO. 141A CURB & GUTTER TO REMAIN EXISTING SIDEWALK TO REMAIN. DOWEL NEW SIDEWALK INTO EXISTING SIDEWALK. SEE GRADING AND UTILITY UNDERGROUNDING PLANS FOR NEW STORM DRAIN CONSTRUCT NEW DRIVEWAY PER Co� -1� INSTALL CASE "A" WHEELCHAIR RAMP SEE TYPICAL BULBOUT & HANDICAP RAMP SECTION SEE TYPICAL SIDEWALK SECTION WITH NON -WIDENING AREAS SEE GRADING DETAILS C-23 1 H w w LL `H v) 0 0 C 0 0 -J w 2 3 0 U) 24 25 28 30 34 31 33 38 39 43 • EAST 3RD AVENUE 1 - OH 'RBI', 20 0 10 18+00 GRAPHIC SCALE 20 40 80 INSTALL CROSSWALK STRIPES PER CALTRANS STANDARD PLAN NO. A24E EXTEND EXISTING STRIPES TO CROSSWALK, PER DETAIL 23 ON CALTRANS STANDARD PLAN NO. A20A AS APPROVED BY CITY ENGINEER CONTRACTOR SHALL REMOVE AND DISPOSE ALL NEWSPAPER AND BROCHURE RACKS WITHIN THE PROJECT SITE AND PUBLIC RIGHT-OF-WAY. THIS IS NOT LIMITED TO THE RACKS THAT ARE NOT SHOWN ON PLANS. CONTRACTOR SHALL VISIT SITE DURING BIDDING TO DETERMINE NUMBER OF RACKS. COORDINATE WITH PROPERTY OWNER & BUILD TEMPORARY DRIVEWAY TO ALLOW TRAFFIC ACCESS MATCH EXISTING PARK STRIP WIDTH REMOVE AND REPLACE PAVEMENT MARKINGS IN KIND. LOCATION SHALL BE APPROVED BY CITY ENGINEER 3 -FOOT DRIVEWAY FLARE PAINTED CURB AS DIRECTED BY CITY ENGINEER ( IN FEET) 1 inch = 20 ft. 0 LINE TABLE LINE LENGTH BEARING L50 23.21 N48°35'34"E L51 10.48 N47°57'34"E L52 1.84 N41 °24'45' W L53 5.16 N86°29'04"W L54 5.00 S41 °24'45"E L55 46.44 N48°29'20"E L56 5.27 S48°33'59"W L57 1.91 541°26'06"E L58 5.18 S03°30'53"W L59 5.00 N41°26'06"W 0 CURVE TABLE CURVE LENGTH RADIUS DELTA C39 25.13 16.00 89°59'55" C40 3.92 5.00 44°56'59" C41 2.35 3.00 44°56'59" C42 24.96 16.00 89°22'20" C43 3.93 5.00 45°04'19" C44 2.36 3.00 45°04'19" SEE GRADING & UNDERGROUNDING UTILITY PLANS FOR CURVE COORDINATES REMOVE STOP SIGN, POST & FOUNDATION AND RELOCATE SIGN & POST 4' FROM CL OF THE NEAREST CROSSWALK STRIPE AND 21" MIN. FROM CURB FACE. ALSO, SEE NOTE 39 CONTRACTOR SHALL WORK WITH ENGINEER TO DETERMINE THE CORRECT SIGN ORIENTATION & HEIGHT. ALL SIGN LOCATIONS SHALL BE APPROVED BY ENGINEER. STREETLIGHT LOCATIONS SHALL BE CONFORMED WITH ELECTRICAL PLAN. LOCATIONS SHALL BE VERIFIED WITH CITY INSPECTOR PRIOR TO CONCRETE POUR. FESS N Q% 0 Li No. 48394 3\ EXP. 6-30-06 /* �rqr CI V 1V ��OF CAS/ JO DESIGN CHANGE #1 APRIL 1, 2005 DESCRIPTION STREETLIGHT LOCATIONS z 0 (5 0 APPROVED Project Engineer Senior Engineer APPROVED City Engineer/Dep. Director of Public Works 1, 0 z U) W 0 C/) 0 0 W a W m0 U • r 3 d Z Q cn ct W D 0 Z Q z J Q wx < cc U M w vJ 3RD AVENUE IMPROVEMENT PLAN SURVEYED BY: PR w 0 O z O O m DRAWN BY: KM CHECKED BY: DL DATE: PROJECT NO.: 463336 CASE 2 DRAWER 19 SET 2BA C-13 W Q O N n PROPOSED 25 LF 15" S=0.42% -- W O m 0.5% W GRADING LEGEND & NOTES LEGEND PROPERTY LINE CURB & GUTTER BUILDING LINE INLET (SEE DETAIL) STORM DRAIN LINE SANITARY SEWER LINE WATER LINE FIBER OPTICS CABLE GAS LINE ELECTRIC LINE OVERHEAD WIRE EXISTING PL 0 SD SD SS SS w W MFS MFS G G - E E STANDARD "BIRD -BATH" DRAINAGE BASIN SEE CITY STANDARD PLAN NO. 132 * OH C-18 * CONTRACTOR SHALL ONLY USE SD PIPE MATERIAL AS SPECIFICED ON PLANS. CONTRACTOR SHALL NOT USE PERFORATED PIPE AS SHOWN ON THE CITY STD PLAN NO. 132. & DETAIL 1 -8 - GRADE BREAK (FLOW DIRECTION) MANHOLE PER DETAILS AREA DRAIN: CENTRAL PRECAST "ADA" WHEEL CHAIR PROOF FRAME AND GRATE & PRECAST CONCRETE DROP INLET PER DETAILS STORM DRAINAGE CLEANOUT CONCRETE COLLAR POTHOLING LOCATIONS SHOWN ON PLANS ARE SCHEMATIC. ACTUAL UTILITY LOCATIONS SHALL BE DETERMINED BY CONTACTING U.S.A. AND COORDINATING WITH UTILITY COMPANIES AND CITY ENGINEER. EXISTING POINT WITH ELEVATION & DESCRIPTION PROPOSED GRADE PROPOSED SLOPE PERCENTAGE COORDINATES 1. EXISTING DRAINAGE LOCATIONS ARE APPROXIMATE ONLY. VERIFY LOCATION & ELEVATION BEFORE MODIFYING EXISTING DRAINAGE FACILITIES. 2. ALL CONNECTIONS TO INLETS, STORM DRAIN AND MANHOLES ARE TO THE CENTER OF THE BASE. 3. RIM ELEVATIONS ARE TO THE CENTER OF GRATE. 4. CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIALS. 5. SEE CITY OF SAN MATEO STANDARD DWGS FOR DRAINAGE DETAILS NOT OTHERWISE SHOWN. 6. CONTRACTOR TO VERIFY LOCATION OF NEW DRAINAGE SYSTEM PRIOR TO INSTALLATION TO CONFIRM FEASIBILITY. ANY CONFLICTS NOT SHOWN ON PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. NOTE "A" NOTE "C" NOTE "D" NOTE "E" Hl O NJ DA HOSPITAL "BIRD -BATH" 13 \ DRAINAGE BASIN C-18/ RIM=17.37 INV=13.12 SE (OUT) 11 23LF 12" SDR-35 S=0.42% C-18 PER STD TRENCH DETAIL SEE SD PROFILE 1 JUNCTION BOX WIT " R RI =18 5• INV=13.03 NW (IN) INV=13.03 SW (IN) INV=13.03 NE (OU I) "BIRD -BAT ss ._. TC=18.12 "BIRD -BATH" D DRAINAGE BASIN 13 15LF 12" SDR-35 S=0.77% PER STD TRENCH TRIAN TC=18.58 TC=17.87 LIP=17.57 NOTE "A" 0 oczo RIM 17.4 NV. 16.0 NV. 14.2 BOT7 E 4960.05 TC=18.62 LIr LjP=18.29 1 N 9546.35 E /1963.69 SEE CURB RETUR PROFILE CB RIM 17.6 INV. 15.7 EAST 4TH AVENU V. 14.7 BOTT IRRIGATION CONTROLLER REFER TO ELECTRICAL PLANS ACJIPPE INTERNATIONAL COMPLETE POTHOLING TO DETERMINE IF SS LATERAL (E) IS IN CONFLICT WITH SD. IF IN CONFLICT, REPLACE SS LATERAL PER CITY STD 110, REPLACE CLEAN -OUT PER CITY STD 101. NEW LATERAL SHALL BE 1' CLEAR OF NEW STORM DRAIN AND EXISTING GAS LINE. WATER LINE LATERAL TO IRRIGATION WATER METER SHALL BE CONSTRUCTED BY CALWATER. CALWATER SHALL BE REIMBURSED BY CITY OF SAN MATEO. CONTRACTOR SHALL COORDINATE ALL WORK WITH CALWATER. FOR BIDDING PURPOSES, CONTRACTOR SHALL ASSUME 45 LF 12" SDR 35, STORM DRAINAGE PIPE. SD PIPE SHALL BE ENCASED IN CONCRETE TRENCH PER ASSUME ENTIRE LENGHT OF PIPE HAS CONCRETE TRENCH PER C=17.95 IP=17.62 00 =17.61 LIP=17.28 ,zt/ C..,"AMP F =18.25 SSMH RIM 18.2 INV. 9.0 TC=18.22 LIP=17.89 TC=18. LIP=18. LIP=17.7 TC=1 ;.2 n N 9601., 5 E'•9 N 95• `b,,•99 LIP=18.11)-I N 9588.75 % E 5005.87 __ 1 7 ,LF 12" SDR-35 S=0.77% PER STD TRENCH DE IL SEE CURB RETURN PROFILE SEE CJRB RETURN PROFILE FL=18.00 LIP=18.17 SSMH RIM 18.1 INV. 1 1.1 TC=18.49 LIP=18.16 E 5037.89 TC=18.43 LIP=18.10 1. 5041.:• N 9546: E 5047.9 < voo 9 TC=17.83 I '' LIP=17.50Lr N 9539.74'° SO E 5049.99 T• 1:.5• I LI" 18.1 H.P. 592.73 015.93 4`12`) .08 .14 .77 E DETAIL 32LF 12" SDR-35 S=0.42% PER STD TRENCH D IL SEE SD PROFILE 2 "BIRD -BATH" DRAINAGE BASIN 133 RIM=17.08 C-18 INV=12.43 W (IN) INV=12.43 NW (IN) INV= 12.43 NE (OUT) PAY PHONE PROTECT AS SHOW .LF 12" 3131/451A, t.4. ER CONCRETE TRENCH \CB RIM 172 NV, 15.4 22.5° SDR-35 BEND INV. 14.0 BUTT 4LF 12" SDR-35 S=0.42% PER CONCRETE TRENCH DETAIL /12� REMOVE EX. SD INLET NOTE "D" N 9568.36 Ecn 1915 NOTE "E" At PHO lE PROTECT AS SHOW NEWS RACK SEE SD PROFILE REMOVE EX. SD INLET & PIPE REPLACE WITH 6LF 12" SDR-35 S=0.65% PER STD TRENCH DETAIL .. NV 1st "BIRD -BATH" M=17.12 e INV=12.57 E (OUT) H.P.=17.95 6°, -,?CL RA FG=18.00 SEE SD PROFILE CLAREMONT STREET & 4TH AVENUE INTERSECTION GRADING DETAILS Call Two Working Days 3efore You Dig! 1-800-22/-2600 DRAINAGE BASIN RIM=17.29 =14.25 SW (OUT TRASH CAS. .58 RED EMBOSSED CONCRETE ATER LINE LATERAL TO IRRIGATION WATER METER SEE NOTE "C" TAco BELL BACKFLOW PREVENTER & :TER METER R 'y'tq NDSCAPE PLAN _9 NEWS RACKS--�S SCALE: 1" = 10' 0(0FESS/04, cb r,r No. 48394 4c EXP. 6-30-06 \sf elXIt F OF CAUF� ty� R�\p z DESIGN CHANGE 1 JULY 1, 2005 MATCH LINE STA 6+00, SEE C-15 m DESCRIPTION ELEVATION CHANGES S 0 0 Project Engineer Senior Engineer 0 w O d Q City Engineer/Dep. Director of Public Works U z F. cn , E f7 s o Z1 w qya W E U V � �m. (-) W a mg W w Z F- co co al [Li D ®F - Z Z LU w > 0: Q > ct o$ U 0_ co co w W SURVEYED BY: w O O z O O 0 LU C DRAWN BY: KM SCALE: AS SHOWN PROJECT NO.: 463336 CASE 2 DRAWER 19 SET 28 C-14 3 0 W 0 W Q W W 0 0 LQ co 2 MATCH LINE STA 6+00, SEE C - -AIL\ C-1� AY PHONE PROTECT CURB &R3LIT TEiti LACE AS SHOWN ON DEMO PLANS NEWS RACK min par ng zone PROFILE (-7\ \C -24y 'REVENTER & ER NDSCAPE PLAN ,9 NEWS RACKS NOTE "A" NOTE "B" GAS /fir SHOP 18 � 9+00 LIP=15.96 " SDR-35 Un BW=16.11 CUR3 DRAIN P=15.67 , SEE C-1 SEE SD PROFILE EAST 4TH AVENUE FG=1&58 S. g LIP=15.24 TC=16.61 TC=15.56 TC=15.46 LIP=16.28 LIP=15.69\ LIP=15.13 RED_! `f No parking / 14 zone o3d 64 FG=15.73 6 KV 3 -6 CH Peres BRED yo 1.3% SPEEDY AUTO GLASS SEE SD PROFILE PER STD TRENCH DETAIL C-18 7+62.25, 28.19 L ,6 ay REMOVE E SD °°CzT ° Sz' p 9 AS SHOWN ON PLAN s'C, °,6. °°6P, "BIRD -BATH" ° 06,6 oc DRAINAGE BASIN Pao, b° P RIM=14.41 RED y° INV=11.65 SW ON) No perking 66 INV=11.65 NE (OUT) zone LF T2" SDR-35 S=0.42% ER CONCRETE TRENCH DETAIL \ TC=14.8 'c' --CIP 9 H TRA\SFO 64 No parking zone BW=15.39 G=14.75 11LF 12" SDR-35 S=0.45% PER STD TRENCH DETAIL JUNCTION BOX WITH PEDESTRIAN LID PER RIM=14.76 INV=11.60 SW (IN) 7+00 INV=11.60 N (IN) INV=11.60 NE (OUT) RGY15.36 No parking 76 GAS STATJOIiN FG=14.90 LIP=14.61 FL=13.99 A E 511E RIM 14.0 E 5169.7 REMOVE EX. TC=14.53 LIP=14.66 ,A °C °A si.P ;6 Jr* bk ("IIRR (RAIN SOUTH DELAWARE STREET & 4TH AVENUE INTERSECTION GRADING DETAILS COMPLETE POTHOLING TO DETERMINE IF SS LATERAL (E) IS IN CONFLICT WITH SD. IF IN CONFLICT, REPLACE SS LATERAL PER CITY STD 110, REPLACE CLEAN -OUT PER CITY STD 101. NEW LATERAL SHALL BE 1' CLEAR OF NEW STORM DRAIN AND EXISTING GAS LINE. COMPLETE POTHOLING TO DETERMINE IF WATER LINE LATERAL (E) IS IN CONFLICT WITH SD. IF IN CONFLICT, WATER LINE LATERAL SHALL BE RECONSTRUCTED BY CALWATER. CALWATER SHALL BE REIMBURSED BY CITY OF SAN MATEO. CONTRACTOR SHALL COORDINATE ALL WORK WITH CALWATER. NORTH / WEST OF SO. EL DORADO STREET & 4TH AVENUE INTERSECTION GRADING DETAILS PROTECT CURB & GUTTER IN -PLACE AS SHOWN ON 3 DPAI RED No parking zone 11 SEE SD PROFILE Up 8LF 12' rTh r\ r1XTURrS & FAUCETS PROTECT CURB & GUTTER IN -PLACE AS SHOWN ON DEMO PLANS DR V=V'JAY 2OLF 12" SDR-35 S=0.42% PER STD TRENCH DETAIL 5LF 12" SDR-35 S=0.35% PER CONCRETE TRENCH DETAIL 35 S=0. 5% (CONTINUOUS LENGTH. SEE ABOVE) king zone zone EAST 4TH AVENUE 10+00 1 TC=14.79 LIP=14.46 BJ ' k 6µ'A 6A s, � A D INLET TC=1 LIP=1 N 969 E 519 ° 6'd, 6°\ P, '3 3616 (4 'goBR =14.07 i S976 �:9 TRC= ' .30 RAC=13.99 10 pd111 6 5.19'°9. zoge5217.68 RED G 6O+ E522. 6w J, 66 °66 C .9 MONITORING WELL PER STD TRENCH DETAIL AREA DRAIN / 1A PER DETAILS RIM=13.60 INV=8.81 NW (IN) INV=8.81 SW (OUT) 6.. '04 b's NOTE "B" m 6^'c4 z)/66 NOTE "A" - '3. 22. ° DR -3 BEND SEE SD PROFILE /6) 6„06. 22 INV. RIM 1267 9.5± b. 466. 6, '- °°P 62 0/ co `'0 0 6 ° TC=13.40 CONNECT TO LIP=13.07 SDCB (E) INV=8.72 NE (IN) INV=8.72 SW (OUT) J TC=13.79 TC=14.03 LIP=13.70 H.P 9969.93 X5405.45 7 b'C=13.99 w J H- Q 00 ° f-12" SD RCS SEE CURB RETURN PROFILE 1 6.86 TC=15 LIP=14 C' 'IM 14.0 IN 12.0 (OUT) FL=13.80 LIP=13.97 N SEE SD'PROFILE CONNECT TQ SDMH ( ) 4 LF 12" SDR-35 S=0.95%, IN/V=8.80 NE (IN) cc '`d, s's, PER STD TRENCH DE AIL / + 11 c� ?00 ki 2�{ C "BIRD -BATH" 13 DRAINAGE BASIN RIM=14.22 INV=11.69 SW (OUT) TC=14.72 LIP=14.39 TC=14.73 LIP --514.40 O t7 FL=14.27 LIP=14.44 SDMH PER CENTRAL PRECAST NO. 20-48C. SEE n AIL g RIM=14.87 C-17) INV=7.93 SE (IN) INV=7.93 NE (IN) 8+00 INV=7.93 NW (OUT) RIM 15.0 °'13 INV. 7.8 NW (IN) re-) c 6s INV. 9.0 NE (IN) INV. 8.3 SW (IN) @`?66 INV. 7.8 SE (OUT) , A SEE CURB RETURN PROFILE LIP=14.16 SEE CURB RE(11 NI_ SEE CURB RETURN c."PROFILE SSMH RIM 14.7 INV. 12.6 NE INV. 10.0 SE, NW SDMH PER CITY STD. / 5 E 524e4,4 C-21 TYPE "A" DETAIL 104B C-17 RIM=14.16 INV=11.15 SE (IN) INV=11.15 SW ON) INV=11.15 NW (OUT) _-15" SD RCP -p 17LF12"SDR35 S=0.65% SEE SD PROFILE HYDRANT CO MARKER TC-14.17 P "S T1 4.36 LIP=14.03 LIP=13.28 SEE SD PROFILE r\ r'\ -5 J SDHM RIM 14,7 DRAINAGE BAS r (/) RIM=13.67 (/) INV=11.25 NW (OUT) E '"BIRD -BATH" pRAINAGE BASIN RIM=13.28 INV=8.92 SE (OUT) 57, 35.22 FG=13.70 3.60 w CC F'^- O L Q J 7 3� 1+00 Ti=14 LI •=1 .1 TC=14.'2 LIP=14. 9 H P. 6 7 I °C 6, EC? 000 0/ Cb TC=14.31 IP=13.98 REDBIRD -BATH" 13 ‘' No raCFtINAGE BASIN C-18 zonI IM=13.53 kv <6 INV=10.5 SW (OUT) G ,�S =z 9 9's, ' CB RIM 13.7 7 SHOP "t °°/rP_/ INV. 11.6 (OUT) q a// s'S 96 ss / k Jy. °y Z ®' // " REMOVE EX. SD INLET / �o A5;,*A, CAP SD PIPE '6 PROTECT CURB & GUTTER IN -PLACE 6 A / °'P AS SHOWNE.)N DEMO PLANS - _ 8+37.9t a.�2 L No par iq INV. 9.3 SCALE: 1" = 10' FG °' 4.1b os 6 /zone 228LF 12" SDR-35 S=0.35% 12 ° Jd PER CONCRETE TRENCH DETAIL 18 / 0(0.5% / TC=14.48 I_IP=14.15 N 9796.88 E 5248.83 RED BRICK PAVERS TC=14.20 LIP=13.87 N 9807.44 E 5250.36 N 9798.95 E 5249.84 CB RIM 13.7 JIFFY LU�r 11.9 (OUT) SEE SD PROFILE EAST 4TH AVENUE SCALE: 1" = 10' Call Two Working Days 3efore You Dig! RED No parking -- zone 1-800-22/-2600 oFESS/044 No. 48394 4c EXP. 6-30-06 * sl CI V 1\ ��Q' T! Of CAUFOR DESIGN CHANGE 1 JULY 1, 2005 MATCH LINE STA 9+00, SEE BELOW w 0 N m DESCRIPTION ELEVATION CHANGES z O Eo m 0 c 0 W C CC 0 0 Project Engineer c w 0 C rR C w 0 0 City Engineer/Dep. Director of Public Works z Q CC CO CO W Z W W 0- Q f- w 06 V Co et' I 1 F -^n co cW F- W w 0 0 GRADING & UNDERGROUNDING UTILITY PLAN SURVEYED BY: INITIAL H a C5 z 0 CO 0 DRAWN BY: KM 0 H a CD m 0 w W 0 SCALE: AS SHOWN PROJECT NO.: 463336 CASE 2 DRAWER 19 SET 28 C-15 4 CB HIM 15.0 TC=19.38 LIP=19.0; FL=19.10 LIP=19.27 H.P. CURB RET► ; N PROF' E SSMH RIM 19.5 INV. 12.2 0 / + F::- FL=19.12 LIP=19.29 H.P SEE URB RETURN I °ct:'.> PROFILE C-22 TC=19.51 LIP=19.18 W TC=19.53 LIP=19.20 E4447• .1• . LIP=19106 N 9817. 6 SS E 4 ;(,3 TC=18.71 0 LIP=18.38 °°°1 ( . 1 875.50 TAKAHASH!I GROCERIES (PARKING LOT) RW=18.95 <600,.,, 2% SIDEWALLKDAND PLANTER GRADE RE TC=14.38 ADJUST CURB HEIGHT TO MATCH k•6a 0 zone TC=18.66 LIP=18.33 O� q° TC=18.81 LIP=18.82 N 9875.16 E 4774.02 EAST 3RD AVENUE P=19.24 LIP=18.31 ° ry aowo.UO RED ,E 4797.66 No parking TC=18.69 p g zone IP= 8.36 FG=19.20 SCALE: 1" = 10' CURB DRAIN EAST OF CLAREMONT STREET & 3RD AVENUE INTERSECTION GRADING DETAILS w cr H co W Q w CB RIM 15.0 INV. 10.0 N. (IN) INV_ 10.0 SE (IN) INV. 10.0 SW (IN) INV. 8.9 NE (OUT) EAST 3RD AVENUE N L (z') atml, NORTH / WEST OF SOUTH DELAWARE TRASH CAN CURB D 16+00 SCALE: 1" =102/ GUY WIRE G+I4R-/- - • • µ Sidra GAS STATION V -WAY CONSTRUCTION SITE "BIRD -BATH" DRAINAGE BASIN RIM=13.82 INV_29 E (OUT) 16+65.77 35.20 L CL RAMP FG=14.28 CLI °N I .'g0 RED BW=14.50 °< N. No porkings 6,,9 bip , N one AS SHAWN Q414P ° N INV. 10.0 (OUT) 4.0 LF 12" SDR-35 S= 0.65% 12 PER CONCRETE TRENCH DETAIL SEE SD PROFILE 6 SS EAST CB RIM 15.5 BACKFLOW PREVENTER & WATER METER INV. 10.5 OUT SDMH RIM 15.2 INV. 7.8 N. (IN) INV. 6.9 W (IN) INV. 6.9 SW (IN) INV. 6.9 E (OUT) WATER LINE LATERAL TO IRRIGATION WATER METE SEE NOTE "C" 7 TRAFFIC SIGNS N 14+00 SSMH RIM 16.4 INV. 11.2 DRIVEWAY SDMH RIM 16.0 INV. 6.7 NE (OUT) STREET & 3RD AVENUE INTERSECTION `°� GRADING DETAILS REFER TO LANDSCAPE PLANS kA flIANI CTDIDCC 15+00 SCALE 3RD AVENUE N 1 ' 249.3 E 51 6.92 N 0247 5 60. LIP=14.02 E -5 -16O38 - CB RIM 13.9 TC=14.45 INV. 8.9 (OUT) LIP=14.12 16+66 6 32.30 Ft L RAMP CONCRETE COLLAR SEE DETAIL °/ V N 10183 E 5216.5 N 10180 E 5217. 1 1 521 N 101713. E 52181.2 10185.4 5215.2 PROFILE SDMH RIM 14.5 INV. 7.9 S (IN) INV. 7.9 W (IN) INV. 5.7 SW (IN) INV. 5.7 NE (OUT) SSMH RIM 14.3 INV. 9.9 NW,SW,SE INV. 11.3 NW TC=14.51 LIP=14.18 4 w L.L 4°j4 F- S L TC=14.12 LIP=13.79 N 10250.72 5 49.71 MONITORING WELL LIP=14.05 '0246.3? E5 61.5"° C= 4.41 IIta4.08_ FL=13.98 LIP=14.15 H. FL=14.14 LIP=14.31 C=14.62 LIP=14.29 P=13.87 SOUTH / WEST OF EL DORADO STREET & 3RD AVENUE INTERSECTION GRADING DETAILS NOTE "A" NOTE "C" COMPLETE POTHOLING TO DETERMINE IF SS LATERAL (E) IS IN CONFLICT WITH SD. IF IN CONFLICT, REPLACE SS LATERAL PER CITY STD 110, REPLACE CLEAN -OUT PER CITY STD 101. NEW LATERAL SHALL BE 1' CLEAR OF NEW STORM DRAIN AND EXISTING GAS LINE. WATER LINE LATERAL TO IRRIGATION WATER METER SHALL BE CONSTRUCTED BY CALWATER. CALWATER SHALL BE REIMBURSED BY CITY OF SAN MATEO. CONTRACTOR SHALL COORDINATE ALL WORK WITH CALWATER. Call Two Working Days Before You Dig! 1-800-227-2600 �.J %0FESS/049 C. (E990A No. 48394 ey, .0 . 6-30-06 Sf9Telm. e E OF ctOr`' DESIGN CHANGE 1 JULY 1, 2005 3 H 0_ CC � Z 0 03 CASE U z SOCIATES, z F - 'LL C/) w 0 w 0 z Q 0 C U C®) 1- w 00 z MPRO DRAWER C-16