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HomeMy Public PortalAboutEast 3rd Avenue Sidewalk and Streetscape Improvements, Project No. 460745w a CITY OF SAN MATED EAST THIRD AVENUE SIDEWALK AND STREETSCAPE IMPROVEMENTS PROJECT ABBREVIATIONS AB - AGGREGATE BASE AC - ASPHALT CONCRETE B -BOLLARDS BW, BOW - BACK OF WALK BC - BEGIN CURVE CB - CATCH BASIN CL - CENTERLINE DW, DWY - DRIVEWAY EC - END CURVE FC - FACE OF CURB FDAC - FULL DEPTH ASPHALT CONCRETE FL - FLOW LINE G - GAS GB - GRADE BREAK HCR - HANDICAP RAMP HP - HIGH POINT INV - INVERT ELEVATION JT - JOINT TRENCH L -LEFT LF - LINEAR FEET LP - LOW POINT PB PULL BOX PG&E - PACIFIC GAS & ELECTRIC PL - PROPERTY LINE PVC - POLYVINYL CHLORIDE PIPE R - RIGHT, RADIUS OF CURVE RCP - REINFORCED CONC. PIPE S - SLOPE SD - STORM DRAIN SDMH - STORM DRAIN MANHOLE SL - STREETLIGHT SLPB - STREET LIGHT PULL BOX SS - SANITARY SEWER SSCO - SANITARY SEWER CLEAN OUT SSMH - SANITARY SEWER MANHOLE STD -STANDARD STA -STATION TC - TOP OF CURB TYP - TYPICAL TW - TOP OF WALL W - WATER WM - WATER METER WV - WATER VALVE WW - WALKWAY LEGEND DESCRIPTION PROPERTY LINE CENTERLINE CURB AND GUTTER CURB DRAIN SIDEWALK CITY SURVEY MONUMENT FIRE HYDRANT 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 3' x 3' TO BE CONST. ■ A Call Two Working Days Before You Dig! 1-800-227-2600 EXISTING —��— r 0 CITY PROJECT NO. 460745 CITY OF SAN MATEO, SAN MATEO COUNTY, CALIFORNIA a otil44 ,40 72 MO -'V Ma Mm C EAST 3RD AVENUE V li VICINITY MAP N.T.S. BASIS OF BEARINGS FROM CITY CITY MONUMENT FOUND AT INTERSECTION EAST 3RD AVENUE AND NORFOLK STREET WITH COORDINATES: N 2036251.451, E 6036769.531 THE 3RD AVENUE MONUMENT LINE BEARING TAKEN AS N50°06'23"E. THE NORFOLK STREET MONUMENT LINE BEARING TAKEN AS N39°53'37"E. BENCHMARK FROM CITY BENCHMARK #073-001 AT NORTHWESTERLY BOLT IN SIGNAL STANDARD BASE ON SOUTHEASTERLY RETURN, NORFOLK ST. & 3RD AVE., SAN MATEO DATUM +100: 102.991, MSL DATUM +100: 105351. BENCHMARK #073-002 BRASS DISK ON TOP OF CURB OF EASTERLY CENTER ISLAND AT NORFOLK ST. & 3RD AVE., SAN MATEO DATUM +100: 103.294, MSL DATUM +100: 105.654. PROJECT SITE SCALE: 1' = 50" f J 11 • I — w w — U) J 0 11 0 Z �. I I ,a EAST 3RD AVENUE LIMIT OF WORK GENERAL NOTE: SHEET INDEX: CIVIL PLANS C-1 COVER SHEET C-2 DEMOLITION / EXISTING FACILITY PLAN C-3 DEMOLITION / EXISTING FACILITY PLAN C-4 DEMOLITION / EXISTING FACILITY PLAN C-5 IMPROVEMENT AND HORIZONTAL CONTROL PLAN C-6 IMPROVEMENT AND HORIZONTAL CONTROL PLAN C-7 IMPROVEMENT AND HORIZONTAL CONTROL PLAN C-8 GRADING PLAN C-9 TYPICAL SECTIONS C-10 CIVIL DETAILS C-11 CIVIL DETAILS LANDSCAPE PLANS L-1 IRRIGATION PLAN L-2 PLANTING PLAN L-3 LANDSCAPE DETAILS L-4 LANDSCAPE DETAILS L-5 LANDSCAPE DETAILS ELECTRICAL PLANS E-1 STREETLIGHT PLAN E-2 STREETLIGHT PLAN DETAIL 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. W ROFESS/ ,04,C. q No. 48394 EXP. 6-30-'6 "L c, FC z 0 I- a 0 0 In a w z 0 CT)o 5Z w DC V) 8c ASSOCIATES, INC. 2 w r h sg F- U W < 0 -J n- 5f co wZ p w co W w D Q Z W p w Et 0- w 2 Q cnw w fY H Co COVER SHEET D 0 Ul z 8 co co 0 m 8 3 I 0 0 ND 0 0 Cl W_ z 0 U) U) Q V1 NO.: 460745 a CASE 2 DRAWER 15 SET 53 C-1 OF u EXISTING FACILITIES TABLE # DESCRIPTIONS TREATMENT 0 WATER METER BOX REPLACE BY CAL WATER 2® POWER POLE PROTECT IN PLACE ® PG & E BOX PROTECT IN PLACE 0 WATER VALVE BOX REPLACE BY CAL WATER 05 WATER METER BOX REPLACE BY CAL WATER O BOLLARD PROTECT IN PLACE 07 BOLLARD PROTECT IN PLACE 0 STREET LIGHT REMOVE OPTICOM UNIT AND REL TE TO SIGNAL POLE AT LOCATION 3Q9 0 STREET LIGHT PULL BOX REMOVE BOX AFTER NEW LIGHTING IS ENERGIZED 10 WATER METER BOX REPLACE BY CAL WATER re TREE GRIND TREE STUMP & ROOTS DOWN 30" BELOW GRADE OR AS REQ'D TO INSTALL NECESSARY IMPROVEMENTS 0 FIRE HYDRANT RELOCATE BY CAL WATER 13 EMERGENCY WELL MONUMENT REPLACE BY CAL WATER i) WATER SERVICE REPLACE BY CAL WATER 0 TREE GRIND TREE STUMP & ROOTS DOWN 30" BELOW GRADE OR AS REQ'D TO INSTALL NECESSARY IMPROVEMENTS © TREE GRIND TREE STUMP & ROOTS DOWN 30" BELOW GRADE OR AS REQ'D TO INSTALL NECESSARY IMPROVEMENTS 17 PG do E ADJUST TO GRADE 18 WATER VALVE BOX REPLACE BY CAL WATER WATER VALVE BOX REPLACE BY CAL WATER i WATER VALVE BOX REPLACE BY CAL WATER WATER METER BOX REPLACE BY CAL WATER C SIGN "NO PARKING" RESET SIGN AT NEW LOCATION AS DIRECTED BY ENGINEER ® WATER BOX REPLACE BY CAL WATER 24 TREE GRIND TREE STUMP & ROOTS DOWN 30" BELOW GRADE OR AS REQ'D TO INSTALL NECESSARY IMPROVEMENTS 2® SPRINKLER SEE LANDSCAPE PLAN L-1 2® STREET LIGHT REMOVE POLE AND FOUNDATION AFTER NEW UGHTING IS ENERGIZED 1407 COMMERCIAL SAN MATED RENTAL EQUIPMENT YARD EXISTING FACILITIES TABLE # DESCRIPTIONS TREATMENT 2 STREET LIGHT PULL BOX REMOVE BOX AFTER NEW UGHTING IS ENERGIZED CO TREE TREE STUMP & ROOTS DOWN 30'' 30' BELOW GRADE OR AS REQ'D TO INSTALL NECESSARY IMPROVEMENTS 29 WATER METER BOX REPLACE BY CAL WATER 0 SIGN "NO PARKING' RESET SIGN AT NEW LOCATION AS DIRECTED BY ENGINEER el TREE GRIND TREE STUMP & ROOTS DOWN 30" BELOW GRADE OR AS REQ'D TO INSTALL NECESSARY IMPROVEMENTS e TREE TREE STUMP & ROOTS DOWN 30" 30' BELOW GRADE OR AS REQ'D TO INSTALL NECESSARY IMPROVEMENTS c�c, REPLACE BY CAL WATER WATER METER BOX 0 AREA DRAIN PIPE PROTECT IN PLACE STREET LIGHT PULL BOX REMOVE BOX AFTER NEW LIGHTING IS ENERGIZED 10 STREET LIGHT REMOVE POLE AND FOUNDATION AFTER NEW LIGHTING IS ENERGIZED tie SIGN "NO PARKING" RESET SIGN AT NEW LOCATION AS DIRECTED BY ENGINEER WATER METER BOX REPLACE BY CAL WATER ® 2 -WATER METER BOXES REPLACE BY CAL WATER ®4 STREET UGHT PULL BOX REMOVE POLE, BOX AND FOUNDATION AFTER NEW LIGHTING IS ENERGIZED e WATER BOX REPLACE BY CAL WATER Q7 SIGN "NO PARKING" RESET SIGN AT NEW LOCATION AS DIRECTED BY ENGINEER 0 WATER METER BOX REPLACE BY CAL WATER ®B STREET UGHT PULL BOX REMOVE POLE, BOX AND FOUNDATION AFTER NEW UGHTING IS ENERGIZED ®9 STREET LIGHT REMOVE POLE AND FOUNDATION AFTER NEW LIGHTING IS ENERGIZED n` CONCRETE PLANTER BOX REMOVE AND RECONSTRUCT PLANTER BOX AT THE NEW BACK OF WALK v) CONCRETE PLANTER BOX PLANTER W/ LANDSCAPE, PROTECT IN e FENCE REMOVE FENCE AT LOCATIONS IN CONFLICT WITH NEW FENCE 0® DETECTOR LOOPS REINSTALL LOOPS SBC BOX ADJUST TELEPHONE (SBC) BOX TO GRADE 6+00 141 1 Rr SJDENTAL EAST THIRD AVENU 1103 SAN MATE 0 RENTALS REMOVAL PAVEMENT THICKNESS TABLE FOR BIDDING PURPOSES ASSUMING THICKNESS SIDEWALK 5' CONCRETE OVER 6' AGGREGATE BASE DRIVEWAY 6" CONCRETE OVER 6" AGGREGATE BASE STREET PAVEMENT 6' AC OVER 6" AGGREGATE BASE DEMOLITION NOTES: REMOVE CONCRETE CURB & GUTTER, SIDEWALK AND DRIVEWAY 7+00 o 0 r o LEGEND: tatta 1427 RESIDENTIAL 1452 16? RETAIL 20 1453 RESIDENTIAL 8+00 C> 1456 CELL PHONE 1415`3 r SHOE REPAIR GRAPHIC SCALE 0 10 20 40 110 REMOVE CONCRETE AND BASE REMOVE AC PAVEMENT AND BASE COLD PLANE 2"-4" THICK AC, TO ACCOMMODATE 2" AC OVERLAY TO FINISHED GRADE REMOVE AND REGRADE GRASS 3' FROM NEW BACK OF WALK (SEE TYPICAL SECTIONS) REMOVE AND REGRADE DIRT S FROM NEW BACK OF WALK (SEE TYPICAL SECTIONS) SEE EXISTING FACILITIES TABLE OMIT OF WORK ( IN FEET ) 1 inch = 20 ft. 0 z 0 0 0 z 0 (7 56 Ez O w W > a 0 o_ 0 0 .- a v C c T 1, U z I) w h U 0 cn C) U a W a z w C) U I — W a 0 co 0 W 0 0 U co W W I- C/) Q 0 J O 2 LLJ 0 CO C w w LU 0 z 0 0 CO 0 N N 0 m C 0 1v 0 N N w a C J U i= m C w U w U z W cn U 0.: 460745 F- U W 0 a CASE 2 DRAWER 15 SET 53 C-2 OF 18 A P:\Pmjects\2004\04116\DWG\4t F - 1n 1453 Rr SIDEJ\TIA1 1471 KWIK SERVICE GAS STATION 9+00 �� f �� 1463 PERSONAL AWARDS PARKING LOT CRr r KSIDr PARKING LOT EXISTING FACILITIES TABLE © O O # DESCRIPTIONS TREATMENT ® STREET UGHT PULL BOX REMOVE BOX AFTER NEW UGHTING IS ENERGIZED ® STREET UGHT (BASE ONLY) REMOVE FOUNDATION ® PROTECT IN PLACE WATER METER BOX e MONITORING WELL PROTECT IN PLACE ® STREET UGHT PULL BOX SIGNALMUST STAY, REPLA BROKEN BOX ® TRAFFIC SIGNAL POLE PROTECT IN PLACE, INST REOMOVED FROM POLE O 8 TICOM ® CATCH BASIN ADJUST TO GRADE •f ` STREET UGHT PULL BOX ROKEN BOX STAY, REPLACE c TRAFFIC SIGNAL BOX ABANDON ® STREET UGHT PULL BOX SIGNAL MUST STAY, REPLACE BROKEN BOX ® TRAFFIC SIGNAL POLE PROTECT IN PLACE ® CATCH BASIN ADJUST TO GRADE ® 2- DRAIN PIPES PROTECT IN PLACE DOWN Q'D TO ENTS TREE GRIND TREE STUMP & ROOT 30" BELOW GRADE OR AS R INSTALL NECESSARY IMPRO 0 SIGN RESET SIGN AT NEW LOCATI RESET BY ENGINEER AS 49 ADJUST TO GRADE DOWN TO WATER METER BOX TREE GRIND TREE STUMP & ROOT'S 30" BELOW GRADE OR AS REQ'D INSTALL NECESSARY IMPROVEMENTS G Mon Well 1501 RESIDENTIAL 150''3 GOLDEN BELL DONUTS PARKIN LOT EXISTING FACILITIES TABLE # DESCRIPTIONS TREATMENT 5® TREE GRIND TREE STUMP & ROOTS DOWN 30" BELOW GRADE OR AS REQ'D TO INSTALL NECESSARY IMPROVEMENTS Ce WATER METER BOX ADJUST TO GRADE TREE GRIND TREE STUMP & ROOTS DOWN 30" BELOW GRADE OR AS REQ'D TO INSTALL NECESSARY IMPROVEMENTS Q1 CATCH BASIN ADJUST TO GRADE AND REPLACE TOP 81 CATCH BASIN ADJUST TO GRADE AND REPLACE TOP ® TRAFFIC SIGNAL POLE PROTECT IN PLACE ® STORE SIGN POLE PROTECT IN PLACE ® TRAFFIC SIGNAL POLE PROTECT IN PLACE 0 WATER BOX ADJUST TO GRADE ® FIRE HYDRANT PROTECT IN PLACE STREET UGHT BOX CALTRANS ADJUST TO GRADE ill UGHT POLE PROTECT IN PLACE WATER SERVICE BOX ADJUST TO GRADE 90 COMMERCIAL VEHICLES SIGN RESET SIGN AT NEW LOCATION AS DIRECTED BY ENGINEER kCILt ADJUST TO GRADE WATER METER BOX ® IRRIGATION BOX & WRING PROTECT IN PLACE ® BACKFLOW PREVENTER PROTECT IN PLACE 94 IRRIGATION BOX & CONTROLLER PROTECT IN PLACE ® DRAIN INLET PROTECT IN PLACE 11+00 EAST THIRD AVENUE EXISTING FACILITIES TABLE # DESCRIPTIONS TREATMENT ® BACKFLOW PREVENTER PROTECT IN PLACE ( IRRIGATION BOX & CONTROLLER PROTECT IN PLACE ®5 DRAIN INLET PROTECT IN PLACE 96 BOLLARD PROTECT IN PLACE G IRRIGATION CONTROL BOX ADJUST TO GRADE PLANTER AND IRRIGATION PROTECT IN PLACE IRRIGATION UNE LATERAL PROTECT IN PLACE C1 WATER VALVE PROTECT IN PLACE I DETECTOR LOOPS REINSTALL LOOPS C; CONCRETE CURB PROTECT IN PLACE REMOVAL PAVEMENT THICKNESS TABLE FOR BIDDING PURPOSES ASSUMING THICKNESS SIDEWALK 5" CONCRETE OVER 6" AGGREGATE BASE DRIVEWAY 6" CONCRETE OVER 6" AGGREGATE BASE STREET PAVEMENT 6" AC OVER 6" AGGREGATE BASE ST. TIMOTHY CATHOLIC SCHOOL LEGEND: 0941044104 IOWA 69 GRAPHIC SCALE REMOVE CONCRETE AND BASE REMOVE AC PAVEMENT AND BASE COLD PLANE 2"-4" THICK AC, TO ACCOMMODATE 2" AC OVERLAY TO FINISHED GRADE REMOVE GRASS 3' FROM NEW BACK OF WALK (SEE TYPICAL SECTIONS) REMOVE DIRT S FROM NEW BACK OF WALK (SEE TYPICAL SECTIONS) SEE EXISTING FACILITIES TABLE - - - - - UMIT OF WORK 20 >— Ltl C 0 10 20 40 BO ( IN FEET ) 1 inch = 20 ft. DEMOLITION NOTES: REMOVE TYPE A CONCRETE CURB & GUTTER PER CITY STD 141A REMOVE EXISTING CROSSWALK STRIPING IR a E to V cocc C, U 0 0 0 d p W H < 1 1-- w p W Cn W D O W G- Q � LLJ CL 2 Q 1- U w (fl W W TY H z Q a_ z 0 F- J O w 0 PROJECT NO.: 460745 CASE 2 DRAWER 15 SET 53 C-3 OF 18 W F- 0 >- m PAProjects\ 2004\04116\ LEGEND: /i �i // ,// 10+00 NORFOLK STREET REMOVE CONCRETE AND AC PAVEMENT AND BASE (ASSUME f AC OVER 6'AB) COLD PLANE 2'-4' THICK AC, TO ACCOMMODATE 2' AC OVERLAY TO FINISHED GRADE REMOVE CONCRETE AND BASE. COMPACT SUBGRADE TO 95% RELATIVE COMPACTION LIMIT OF WORK DEMOLITION NOTES: REMOVE CONCRETE CURB REMOVE EXISTING INLET AND REPLACE WITH STANDARD PRECAST CONCRETE MANHOLE PER CITY STD DETAIL SAWCUT UNE 0 0 Q W co EXISTING FACILITIES TABLE # DESCRIPTIONS TREATMENT ONE WAY SIGN PROTECT IN PLACE co R73 & R61-36 SERIES SIGN PROTECT IN PLACE 0 K -MARKER SIGN REMOVE 110) MEDIAN CURB PROTECT IN PLACE , 2' TUBULAR MARKERS REMOVE & DELIVER TO CITY CORPORATE YARD MEDIAN CURB REMOVE OO CONCRETE MEDIAN REMOVE CONCRETE AND BASE. COMPACT SUBGRADE TO 95% RELATIVE COMPACTION REMOVAL PAVEMENT THICKNESS TABLE FOR BIDDING PURPOSES ASSUMING THICKNESS SIDEWALK 5' CONCRETE OVER 6' AGGREGATE BASE DRIVEWAY 6° CONCRETE OVER 6' AGGREGATE BASE STREET PAVEMENT 6' AC OVER 6' AGGREGATE BASE W 10 GRAPHIC SCALE 0 10 20 40 (INFEET ) 1 inch = 10 ft. S f N z No. 48394 EXP. 6-30-06 fArf y� l v a DESCRIPTION wN 0 IZ Q Project Engineer Senior Engineer b z g 0 Q LLI CI Cn LL.I D w Q CD Cr 2 F— F — U) Q LU I--- W Cr 11 F - Z LU LLJ Cr O LU 0 C U U") F- LLl LL1 Cr U) Q 0- z 0 F — J 0 W SURVEYED BY: 0 0 m DATE: 3/31/06 DRAWN BY: MB CHECKED BY: DCL DATE AS SHOWN w J U N PROJECT NO.: 460745 CASE 2 DRAWER 15 SET 53 C-4 OF / P:\Pro \2004\a1161DWG\4th submi ttal\9116.- 1wg, 42 5/2 00 6 4:28:02 FM r J r cn r U r r 04 r N r r ra*I LINE TABLE 0) in W 0) N ccoo t0 N 4s 0) 03 CD co 41 . cm ac , c0 4. 22 I LENGTH S39'52'18" E S41 '49'07" E 2 N Z Ch BEARING W 01 cm V1 Z cn O O O i O O O' O 1 4. CD 0) o) r‘. .) cif N 1. N 1. CO. ci.l (.4 r-4 CA N f1l rn ? W N c-) CURVE TABLE CNO O N co P • Z (00 W 0)) CO f.n N RADIUS P (Nn 5' a)O O O O O O O tD t Q O W DELTA t v V O t too c�)1 s ONO _ 0-7 a EAST THIRD AVENUE SIDEWALK AND STREETSCAPE IMPROVEMENTS PROJECT IMPROVEMENT AND HORIZONTAL CONTROL PLAN L 7+09.03, 43.00 R 7+17.05, 45. 50 R 7+18. 55 45.00 R 7+20. 05 45. 50 R N W W W W U) W z J 2 0 102 50' Call Two Working Days Before You Dig! 1-800-227-2600 44.60' PARKING LOT 4.00' 2.00' 2.00' KWIK SER GAS STATJ 2.00' 2.00' .00' 50.64' ,vi, co co of LEGEND: S US Ull UTI 3"0 Bollards 10+00 3rd AVE = 6+50 NORFOLK ST CITY MONUMENT N 2036251.451 E 6036769.531 Mon Well T UNE IT OF COLD PLANE D OVERLAY PAVEMENT SECTION TYPICAL SECTION AC OVERLAY TO FINISHED GRADE CRETE SIDEWALK DETAIL 11NG AREA REFER TO DSCAPING PLAN. AND IRRIGATION 3' FROM NEW BACK OF (SEE PLANTING PLAN FOR SEED INFO) ADE DIRT 3' FROM NEW BACK OF WALK TYPICAL SECTIONS) AMENTAL STEEL FENCE DETAIL WELL FOR TREE TYPE TO LANDSCAPING PLAN. LIGHT PER CITY DETAIL EXiSTING UTILITY UNES PRIOR TO CONSTRUCTION. VERIFY MARKING PRIOR TO POTHOUNG. CONTRACTOR TO CONTACT TY COMPANIES IF NEEDED. PROVIDE REDIJNE MARKUPS OF TY DEP1H, DIAMETER, AND LOCATION TO ENGINEER. INSTALL SIDEWALK PER TYPICAL SEC110N THE CONTRACTOR SHALL MATCH NEW TREE GRATES TO THE E)0S11NG TREE GRATE. FOR IRRIGATION ONES AND LOCATION, REFER TO NOTES #4 IRRIGA11 PLAN L1 AND STANDARD TRENCH DETAIL q AND LANDSCAPE DETAIL RELOCATE SIGN INTO NEW PLANTER. ATTACH SIGN TO STREET LIGHT MIN NEW MOUNTING BRACKET REPLACE RIGHT TURN ARROW AT SAME LOCATION IRRIGATION SYSTEM PROTECT IN PLACE 14+00 CURVE TABLE CURVE LENGTH RADIUS DELTA Cl 4.45 20.00 12'44'51" C2 29.19 19.00 88'01'28" C3 22.06 14.00 9017'35" C4 20.13 225.00 5'07'36" C6 29.79 18.00 94'48'39" RESIDENTIAL 11+00 EAST THIRD AVENUE PARKING LOT CONSTRUCTION NOTES: TYPE A CONCRETE CURB do GUTTER PER CITY STD 141A CURB RAMP CASE D PER CAL1RANS DETAIL A88A MODIFIED COMMERCIAL DRIVEWAY, PER CITY STD 148 INSTALL SIDEWALK PER TYPICAL SECTION ADJUST (E) INLET TO GRADE AND REPLACE GRAZE UNIT OF WORK. DOWEL INTO EXIS11NG CONCRETE AT CONCRETE CONFORMS (2' O.C., 6' B.W.) REPLACE FENCE TO NEAREST POST 8'± AND CONNECT TO NEW FENCE. REFER TO RESTRIPE CROSSWALKS LANDSCAPE AREA, REFER TO LANDSCAPE PLAN L2 TREE WELL REFER TO LANDSCAPE PLAN L5 INSTALL 2 —STEEL BOLLARDS 6' DIA X 6.5' LONG AT 3.5 FEET HIGH 0 4 FEET O.C. FILLED MTH CONCRETE AND ROUNDED TOP. PROVIDE 12' DIA FOOTING X 3 FEET DEEP. INSTALL COMMERCIAL DRIVEWAY PER CITY STANDARD DETAIL 148 GRAPHIC SCALE SCHOOL STA: 14+00 N 2036507.997 E 6037076.425 PARKING LOT UNE TABLE LINE LENGTH BEARING L1 4.22 N51'12'22"E L2 465.99 S50'06'23"W L3 94.88 N50'06'23"E L4 416.68 S50'06'23"W L5 9.92 N35'04'58"W L6 62.69 S41'49'07"E L7 64.53 S39'52'18"E NOTE: PLANTING AND IRRIGATION IMPROVEMENTS SEE LANDSCAPE PLANS:L-1, L-2. CD LJJ 0 CO LJJ L LI I- H H C/) W CASE 2 I- LLJ co I — Z LU LLJ 0 0_ LL CL U U) LL LLl U) r S MPROVEMENT AND 0 W 0 W x 0 DRAWER 15 z Q 0 O F- z O U C I- z O N Er 2 0.: 460745 F- U W O a_ d SET 53 C-6 OF 18 `o C 6. w a) >. LEGEND: Call Two Working Days Before You Dig! 1-800-227-2600 --� 10+00 539'53'37'E 700.00' RFOLK STREET OMIT OF AND OVE AC PA ENT SECTION SEE TYPI AL SECTION COLD P E 2"-4' NICK AC, TO ACCOMM ATE 2' AC OVERLAY TO FINISHED ADE PLANTING LANDSCAI HARDSCI EXISTING LAY TO RNISHED GRADE REA REFER TO G PLAN. TO MATCH ADJACENT EDIAN ISLAND CONDITION. POTHOLE STING U11UTY ONES PRIOR TO CONSTRUCTION. VERIFY USA M LNG PRIOR TO POTHOUNG. CONTRACTOR TO CONTACT UTILITY PANIES IF NEEDED. PROVIDE REDLINE MARKUPS OF U11UTY TH, DIAMETER, AND LOCATION TO ENGINEER. CONSTRUCTION NOTES: TYPE A CONCRETE CURB & GUTTER PER CITY STD 141A UMIT OF WORK. DOWEL INTO EXISTING CONCRETE AT CONCRETE CONFORMS (2' O.C., 6" B.W.) INSTALL DRAINAGE BASIN PER DETAIL REMOVE EASING INLET AND REPLACE WITH STANDARD PRECAST CONCRETE MANHOLE PLR/3 CITY STD DETAIL (\C-10 INSTALL CLASS 2 AB + SAND SETTING BED BENEATH PAVERS PER TYPICAL SECTION. THICKNESS OF AB TO BE ADJUSTED TO FILL FROM DEMOUSHED SUBGRADE TO BENEATH PAVERS. FULL DEPTH AC TO EXTEND BENEATH PAVERS AND PCC PAD PER TYPICAL SECTION. 11+00 LINE TABLE LINE LENGTH BEARING L1 4.22 N51'12'22"E L2 465.99 S50'06'23"W L3 94.88 N50'06'23"E L4 414.95 N50'06'23"E L5 10.53 N35'04'58"W L6 4.83 N39'47'07"W L7 62.69 S41'49'07"E L8 64.53 S39'52'18"E CURVE TABLE CURVE LENGTH RADIUS DELTA Cl 4.45 20.00 12'44'51" C2 29.19 19.00 88'01'28" C3 22.06 14.00 90'17'35" C4 20.85 228.00 5'14'20" C6 29.79 18.00 94'48'39" GRAPHIC SCALE ( IN FEET ) 1 inch = 10 ft. No. 48394 A EXP. 6-30-06 EAST THIRD AVENUE SIDEWALK AND CASE 2 U U w W ea STREETSCAPE IMPROVEMENTS PROJECT z zdQ a z 0. • a z z B w C) U MPROVEMENT AND r m m w U w U DRAWER 15 Z Q J 0_ J 0 0 U J Q F- z O N O 2 SET 53 C-7 OF /57 U 0 PAPmjectb\21W\09116\Avg1,3 N Su bmittal\9116rD3.dg, 9/6/20062:01:0 rI TA: 8+50.00 - MATCH LINE (SEE SHEET ABOVE) 0 N m r CD 0 NORFOLK STREET r 0 0 8 S IVDS DIHdV2If O 0 4.4 1410 g4 (40 l� a d� 4TCy lYl (< <9/ EA X60 tot 'o ,,• Zip Tr I' 1 1 C 0 -Ti .4 i J 0 .- 0 �® N e° v° p N N N CP O Q� y S' ----- 7 I L� Aa 4 0 ocp s3. 4p y4 ^°�. Ce °e e \ C c" .O mti CT () t C? 4' a 0 0 0 0 0 0 0) 0 CO 2I7-3 i' STA: 8+50.00 - MATCH LINE (SEE SHEET BELOW) U) 0 SURVEYED BY: CITY BOOK NO. DATE: 0 D (n DRAWN BY: MB DATE: 3/31/06 CHECKED BY: DCL DATE: 3/31/06 Cn u) SCALE: AS SHOW N PROJECT NO.: 460745 EAST THIRD AVENUE SIDEWALK AND STREETSCAPE IMPROVEMENTS PROJECT GRADING PLAN SA B ELLECCI & ASSOCIATES, INC. • CIVIL ENGINEER IN G • LAN D PLANN IN G • LAND SU RVEYING 4896 CHABOT DRIVE, SUITE 112. PLEASANTON, CA 94588 PHONE (925) 681-4886 FAX (925) 847-1740 REVISION NO. DESCRIPTION BY DATE Project Engin eer Date APPROVED 7/0 6 Senio r Enginn r Date c.A P VED City Engineer/Dep. Dire cto r of Public or s w 0 0 m \2004\04116\dwg\3rd Saom gal\4116TH ig, 9/10 �— 4.0' 2.O'f2.0' 2.5' MATCH GRADE EXISTING PAVEMENT — SECTION COLD PLANE 2"-4" THICK AC, _ TO ACCOMMODATE 2" AC OVERLAY TO FINISHED GRADE I D C.) 12" FULL DEPTH AC 4.0' 3.0' SEE PLANS FOR CONFORM TREATMENT MATCH GRADE SEE PLAN FOR CONFORM PER CITY STD DETAILS (141A) & (141C) 6" CLASS II AGG. BASE AT 95% RELATIVE COMPACTION OR AS APPROVED BY THE ENGINEER COMPACTED SUBGRADE. STRUCTURAL SOIL WILL BE PLACED UNDER THE SIDEWALK WHERE TREE OCCUR, REFER TO LANDSCAPE PLAN. PLANTER REFER TO LANDSCAPE PLANS FOR PLANTING & SOIL TYPE A CONCRETE CURB & GUTTER PER CITY STD DETAIL 14 21,-t), SECTION B NTS Call Two Working Days Before You Dig! 1-800-642-2444 SECTION D NTS tI\l, I 1 I I HI I I -I I H111-_ 0.5' ORNAMENT STEEL FENCE PER DETAIL 3.0' MATCH GRADE SEE PLAN FOR CONFORM PER CITY STD DETAILS 141 A) & Q41 C) 6" CLASS II AGG. BASE AT ------ 95% RELATIVE COMPACTION OR AS APPROVED BY THE ENGINEER j,1.8' f , I I 5 COMPACTED SUBGRADE. STRUCTURAL SOIL — WILL BE PLACED UNDER THE SIDEWALK WHERE TREE OCCUR, REFER TO LANDSCAPE PLAN. CHANGE CITY STANDARD EXPANSION JOINT DETAIL SPACING TO 32' MAX AND WEAKENED PLANE JOINTS TO 8' MAX. SEE PLANS FOR CONFORM TREATMENT 9' 2.5' - 2.0' X 2.0' 4.0' L --V" FULL DEPTH AC MATCH GRADE EXISTING PAVEMENT SECTION -COLD PLANE 2"-4" THICK AC, TO ACCOMMODATE 2" AC OVERLAY TO FINISHED GRADE TYPE A CONCRETE CURB & GUTTER PER CITY STD DETAIL 141A) PLANTER REFER TO LANDSCAPE PLANS FOR PLANTING & SOIL SECTION A NTS SEE PLANS FOR CONFORM TREATMENT MATCH GRADE SEE PLAN FOR CONFORM ---------- -- 3.0' PER CITY STD DETAILS (141A) & (141C) 6" CLASS II AGG. BASE AT 95% RELATIVE COMPACTION OR AS APPROVED BY THE ENGINEER 6.0' b,I COMPACTED SUBGRADE. STRUCTURAL SOIL — WILL BE PLACED UNDER THE SIDEWALK WHERE TREE OCCUR, REFER TO LANDSCAPE PLAN. CHANGE CITY STANDARD EXPANSION JOINT DETAIL SPACING TO 32' MAX AND WEAKENED PLANE JOINTS TO 8' MAX. 2.O'- -2.0' F- D C) I� 0 12" FULL DEPTH AC ---- 4.0' —21' MATCH GRADE EXISTING PAVEMENT SECTION -COLD PLANE 2"-4" THICK AC, TO ACCOMMODATE 2" AC OVERLAY TO FINISHED GRADE TYPE A CONCRETE CURB & GUTTER PER CITY STD DETAIL 141A) SECTION C NTS DESCRIPTION 0 Ui0 5z w DC & ASSOCIATES, INC. -4 0 SURVEYING EAST THIRD AVENUE SIDEWALK AND STREETSCAPE IMPROVEMENTS PROJECT z Q U W U) Q 0 >- F— a d z O 0 N) M 0 0 DRAWN BY: MB SCALE: AS SHOWN PROJECT NO.: 460745 CASE 2 DRAWER 15 SET 53 C-9 OF /k 0 4 COMPACTED Ye SUBGRADE VARIES, AS SHOWN ON PLANS PERIMETER FRAME FOR TREE GRATE SEE DETAIL 2 SLOPE: 1/4" PER FOOT CLASS 2 AGGREGATE BASE AT 95% RELATIVE COMPACTION OR AS APPROVED BY THE ENGINEER 6" MIN. 7" -s► TYPE "A" NOTES: 1. FOR EXPANSION JOINTS, WEAKEND PLANE JOINTS AND SCORING, SEE "MISCELLANEOUS DETAILS - CURB, GUTTER, AND SIDEWALK' STD. 3-1-141C. 2. 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. 3. CONCRETE SHALL CONTAIN ALB OR 1PT OF LAMP BLACK PER CU. YD. 4. CURB AND GUTTER TO BE POURED MONOLITHIC UNLESS APPROVED BY CITY ENGINEER. BATTER: 1" PER FOOT 24" MIN. * EXISTING A.C. PAVEMENT CURB GRADE 4'-0" WIDE -►I - 12" COLD PLANE DEEP LIFT A,C. BATTER: V 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. O CITY STANDARD TYPE A CURB, GUTTER AND SIDEWALK N.T.S. NOTES: 560-C-3250 CONE. SLAB, r- STANDARD FRAME AND COVER, SEE 3-1-107 a STREET % GRADE i N 5-3/4' --- PRECAST 1C. CONE 4-1/8" PRECAST GONE. SECTIONS 1. CONCRETE SLAB AROUND CAC SHALL BE A CONCENTRIC CIR STREETS. 2. CONCRETE SLAB AROUND CAS SHALL BE SQUARE AND FORME WITH LUMBER IN EASEMENTS. 3, TAPER "SHELF" 1/2" PER FOOT TOWARDS CHANNEL. Call Two Working Days Before You Dig! ING E IN TING D W a 6'-6" MIN 560-C-3050 (POURED IN PLACE) SECTIONAL ELEVATION SECTION A -A ENGINEERING DEPARTAENT STAN ARD PREC CALIFORNIA 94403 T CONCENTRIC MANHOLE 2002 DRAWN BE' PC CHECKED BY OC APPRO CITY ENGINEER CASE 3 DRAWER 1 ET 104 3 STANDARD PRECAST CONCENTRIC MANHOLE N.T.S. 1-800-227-2600 J Retaining curb N ..1.1, - lB� m ed9a NOTi. ES -' C, ,�Rfetaning 150 mm �M a0,a'd site conditions dictate, Case Sidewak a( E (D TO )150 mm rye (6') at Tro ' -SI-O F° : through CaseG curb ramps may be used edgen of those i ilar to Note 6 S-0 m16ri� et (See g5 10 ti �� --� shownorner InOdellAtsflatirms Iaseef Detail B. The and Dec Note? ��_I=' •, , el-_ and F Wont A Nav s y ate% ibx Sidewalk 2%Nmc. curb ampsule in was of curb ramps used in DWsilAtlo S ok not have toba the Woe A through Casa G curb ramps also may be used at 9-29-04 E I block as site conditions _ Purd aPFlpati kSew,dctk� p': MbxS I Nnxz p dictate. 2 Bdistance Iromwrb m. tallier! erl� or or ens POItandat Of n iO4 �io O01" °f gran Moot .� -IW I I»».- 8. •.• ` to back of sidewalk Is too short to accommodate Lie-nwbawet le meenal ale lek Wirt rebrmga �- ramp and 1.22 m (4101 platform curb :, :act Ip -_ (landng)as shown in Case A, the To o,.ompany plant dobd orb Frivit edge C/ , .. See longitudinally mBYwdepressed In Cewwalk 10 and 11 Nate TSee Notes as m be W aned asinCasa O. of f s -.\A� u elk CASE C 3. Wien ramp Is located In center of curb return, crosswalk configuration must be almllar to that shown for Oxtail B. .2�. �m ''(4I-9") Ifsly See Notes 10 and 1 I - - A -. Bl 5desolk Ic. 4. As site conditions dictate, the retaining curb side and the flared CASEA E: (f E3 Sdewalk side of Um Case G ramp shall be constructed In reversed position. See r ront .,. �Ai CASE B Isle 7.. ${? '., of asolc See N 5. if locatedon a curve, the sides of the ramp hoed not bewahel, Note 7.. I 2q 105 Max but theminknumwidthofthelampshallbe1.22m(4'01. ` but KS rJY 7 A) ♦ -, at orb 2002 REVIS -D Franc 6, Side slope of ramp flares vary uniformly from aadmam of 10% at Sidevak Ire II i See telerok O and 7 11 2� 4 _J 150 mm 150 mm (6') by I (61 TYp g Ian curb to conform with longitudinal sidewalk slope adjacent to top of rat: 9 I Ma ramp, except In Case C and Case F. 7 The curb pan shall shown, with a 300 mm wide be \ Front I05 flax _, ��\\\\\\\\\ ' r (6x61 21:I border h6 mml ooms approximate 20 mm 374" on of dad/ . ` sides of i ^' cooler. See grooving detail. 10% Max romp) 1 S ' m curb '. 8. or ramps to gutters or stroeb shall be flush ED DUAL 1 ` pp I and ` ) IY2 m .. -_ and free of abrupt changes. l I_ - - From (4'-0T WTI ee l0 Reteintrg / 'T4-0 Yn" oat Notes 9. Maximum slopes adjoining gotten', Ma mad curfew Immediately '\ .. and IISee Not pe 1 9 g 11 Cut 105 Nox mwrb ,i 105 Yox Planting '-1s ' at cub edge adjacent to the curb ramp end continuous passage to the curb ramp be °f A, ak h not exceed percent within 122 m14'-0')of the lop or shall of e curb ramp. . _ Retaining CASE F 600 mm (247 CASE G ht. UNITS STD. PLAN RSP ABBA miles of -AAA] 22 m ^See fakes 10 edes 205 Curb _ ., See Nate 4 10. Curb ramps shall haves detectable warning suders that Ma fug wWMand914mm(T-0'j depth of the amp. Detestable 1.22 rn 14 tin .and 11 ( --0-) kIM� "`Aj .- -- 150 mm (6') Typ 5(021-..- ' 11.5 mm Warning Surfaces shall conform to the details on this plan and the ' -�r ( '\ 7011 u� requirements in BpecUlProvblone. CASE D CASE E ECA 11. The edge of the Wettable waning surface nearest the abeet e., Pell E O ,a flowllne, $'dewalk 3 rtm ell be between 150mm(6')and 205 mm(8")from the gutter 0.9DO y Approximately f 12. Sidewalk and amp thickness/1r, be 90 romp 1R"minimum. .y ,._.. 6 nun mm ( 20 3/4 1 (Xt.) elk P, RAISEDTRUNCATED DOME i( 'I� J y�P. 13. Utility pull boxes, manholes, vaults and all oMar utility IacilNee 42 mm (1.651 within the boundaries of the curb amp will be relocated or " Gender to adjusted to grade by the owner prior to, or In conjunction with, i ' " A x "' c x v°R �sddct spacing curb ramp construction. GROOVING DETAIL '0 4 0 00 14. For retrofitwndMont, removal and replacement of curb apron 1 will be et the Contractor's option, unless otherwise shown on 40 project pons. ® © _ Limit of pay _ ¢ 1.22 m See Seeeeee xi:, I 'r j �� )-60 mm (2351 I (4-0D ei ' t - ( @� !... i 600 mm (24� Straight Curb fpr: Ns' - opad Nate 14 - / Crpspi•pk kprg+.0ed �1 RAISED TRUNCATED DOME I "' T " Apn4aA . ._ PATTERN (IN-LINEI Note 9 -' RETROFIT DETAIL DETAIL B DETECTABLE E°stmg curb and sidesok LFORMA saerak TYPICAL ONE -RAMP WARNING SURFACE pEpApMwr GAF T N CORNER INSTALLATION see Mate 10 Soo Nobs 1 and a -Garber CURB RAMP DETAILS i Wine Top of romP. 122 m These "Standard Plana for Construction of Local Staab and Roads' contain units �ppA� See Note 9 Rounded - -.J, 4'-0, PEA-. i In two systems of measurement InlemaUanal Sysnm of Units (SI or'maWcy States Standard Mevauas in the =' Retaining curb if Top romp �ry measunemenT anslnited shown parenthn°s().me 6.335 Max 25 T Interchangeable. Sur the "Foreword et the beginere s ngaofftthis publsarily ication. SECTION A A NO --, SCALE neRetotal^9 Gutta t22 m �4'-0 floe Rambled .- . ( T Met tae eswry.. T t9k Pro^d� I.T-- e. . _.._. _._ flowfum _ i MILUMETERSUALIDIMNLESS OTN RWISESHOWN DETAILA • 8335 Max "211 Isal I , RSPA68ADATED9'294NSUPERSEDESRSP AMA DATED 03.1244MM TYPICAL TWO -RAMP CORNER INSTALLATION SaNae9 SECTION B -B 2% Nor J-' STANDARD PLAAMA DATED NLY1,2002-PACE83 OFTNESTANDARD PIANSBOOKDATEOJULY2002, • Depress See Note 1 en%re sideman( ca required NNoote 9 SECTION GC REVISED DUAL UNITS STANDARD PLAN RSP A88A 83 3'-1 3/8" n,', L_, / TYPE "3" FRAME & GRATE SEE NOTE 1 & 3 i r -r _J T 1 FT rI I I I I 1 1 L -U H A SEE NOTE 3 2 PLAN CURB FACE NORMAL GUTTER SET FACE OF ANGLE IN PLANE OF CURB 560-B-3250 CONCRETE 3". RADIUS KSUBGRADE UNDISTURBED EARTH OR CRUSHED ROCK #4 BARS@ 12" O.C. EACH WAY (PLACE ONLY IF 0)4' OTHERWISE NONE REQUIRED) SECTION A -A CURB FACE 3' OPENING DEPRESS 2" BELOW . NORMAL GUTTER Str 6' NORMAL GUTTER GRADE CU FLOW DEPRESSION DETAIL (TO BE USED UNLESS OTHERWISE SPECIFIED) SEE NOTE 3 CONCRETE 550-B-3250 NOTES: 1. FOR DETAILS OF FRAME GRATE, TYPE "3", SEE DWG. 3-1-125. 2. CONNECTION PIPES TO BE LOCATED ACCORDING TO PLANS AND BOTTOM OF BASIN TO BE SLOPED TO OUTLET. 3. WHERE CATCH BASIN IS USED AS AN OUTLET, ELIMINATE DEPRESSION IN GUTTER AND INSTALL FRAME AND GRATE IN PLANE OF NORMAL GUTTER OTHERWISE H=9". 4, TO BE USED ONLY AT THE DIRECTION OF THE CITY ENGINEER. ENGINEERING DEPARTMENT STANDARD TYF?E "E-3" CATCH BASIN CALIFORNIA 94403 DATE 2002 DRAWN BY PC CHECKED BY OC APPRO /' (.1-: .64 )__292-7'.7, CITY ENGINEER CASE 3 DRAWER 1 ® DRAINAGE BASIN N.T.S. SET 124 1' O CURB RAMP DETAILS N.T.S. z O EE 0 in W 0 z 0 (n0 z I r, BELLECCI & ASSOCIATES, INC. fM in in P1 I pet a z C/) LLI z LLI re 0 I- U) w W ar Z 0 co 5 LLI 0 ar LLI a V LiJ w C/) U 0 U) O z O m co 0 m 2 03 z C LO 0 M ND SCALE: AS SHOWN PROJECT NO.: 460745 CASE 2 DRAWER 15 SET 53 C-10 OF ig 0 2 1/2" CLR. 3"x1 1/2" T.S. 4" S0. T.S. POST TYP. 14 GUAGE. NOTE: STREET LIGHTS & RAIL FENCE POWDER COATED WITH RAL 6006 "MOSS GREE BY TIGER DRYLAC (TEL: 1-909-930-9100) CAST IRON POST CAP - JULIU BLUM & CO. INC. 5640 TYP. 3"xt 1/2" T.S. 14 GUAGE 2' DIAMETER HOLLOW STEEL BALL- J.G. BRAIN CO. # 84110 1" SQ. T.S. PICKET TYP. 0 5" 0.0. 16 GUAGE, POST BOLTED TO CONCRETE, SEE STRUCTURAL ENG. DRAWINGS. ' SIDEWALK 1/2" EXPANSION JOINT FILLER SIDEWALK 4-#4 CONT SECTION 1-1/4", TYP. BASE PLATE 5/8"X8"X8" WITH 13/16" 0 HOLES 1" CHAMFER (TYP) VARIES MFG 1 1 4" SQ T. POST TYP 14 GUAG ORNAMENTAL (SEE LANDSC NO NO CR NUIES: 1. RAILING SHALL BE HOT -DIPPED GALVANIZED TUBING. 2. ALL WELDS SHALL BE ARC WELDED W/SMOOTH CONTINUOUS BEAD AND ALL WELDS SHALL BE GROUND SMOOTH. REMOVE ALL EXCESS SPLATTER AND SLAG. 3. PRIME AND PAINT AS PER SPECIAL PROVISIONS. 4. RAIL FENCE TOP AND BOTTOM RAIL TO FOLLOW FINISH GRADE. FENCE POSTS TO BE PLUMB. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENT. 5. CONTRACTOR TO PROVIDE SHOP DRAWING FOR APPROVAL PRIOR TO FABRICATION. 4" TYP ENCE POST PE PLANS) - SHRINK, - METALLIC UT (TYP) 5" ELEVATION PLAN VIEW O NDATI T FENCE FO DATION WALL PEDESTRIAN GATE ORNAMENT STEEL FENCE N.T.S. LEGEND 1. 4' SQ.T.S. POST CAST IRON POST C INC. P5840 TYP. NO SCALE 14 GUAGE -JUIUS BLUM 8 CO. HORIZONTAL RAIL, "X11/2" STEEL 4 RECTANGULARTU INGI4GUAGE, CENTER ONTO FENCE 5. 1' SQ. STEE TUBIN INC, IBGA.5"O.C. 6. T. HINGE, 2 PER GATE 8' THUMB LATCH FINISH SURFACE RUBBER BUMPER, PER GATE NOTES A. RAILING SNAILS TUBING. ALL WEU W/SMOOTH CONTI SHALL BE GROUN B. REMOVE ALLEXCE C. PRIME AND PAINT D. RAIL FENCE TOP FINISH GRADE. FE E. CONTRACTOR IS MEASUREMENT. F. CONTRACTOR TOI APPROVAL PRIOR SECTION NOT TO SCALE HOT.DIPPED GALVANIZED SHALL BE ARC WELDED UOUS BEAD AND ALL WELDS SMOOTH. i5 SPLATTER AND SLAG. S PER SPECIAL PROVISIONS. ID BOTTOM RAIL TO FOLLOW CE POSTS TO BE PLUMB. ISPONSIBLE FOR FIELD ROVIDE SHOP DRAWING FOR '0 FABRICATION. 2" DIAMETER HOLLOW STEEL BALL- J.G. BRAIN CO. # 84110 4 - 3/4" 0 ANCHOR BOLTS WITH NUTS AND WASHERS (ALL STAINLESS STEEL) ELEVATION O.C. LEGEND CAST IRON POST CAP - JULIUS BLUM & CO. INC. N 5640 TYP. 3'x1 1/2" STEEL RECTANGULAR TUBING 14 GUAGE. 1" SQ. STEEL TUBING INC, 16 GA. 5" 0.C. n 3"x 1/2" ST RECTANGULAR 14 GUAGE. BACK OF WALK DRIVEWAY WEAKENED PLANE JOINT SEE 3-1-1410 20' SAFETY ISLAND SIDEWALK WIDTH VARIABLE COMPACTED SUBGRADE SECTION A -A GUTTER WIDTH CURB GRADE 35' MAXIMUM DRIVEWAY APPROACH WIDTH NORMAL CUT. SLOPE I SEE 3-I-119 I FOR DETA I 520-0-2500 6" CLASS 2 AGGREGATE BASE AT 957. COMPACTION OR AS APPROVED BY THE ENGINEER 20' SAFETY ISLAND -*A 3' MIN. 3' MIN. BACK OF WALK GUTTER FLOW LINE CLSA TOP OF CURB 35' MAXIMUM DRIVEWAY WIDTH 6" CONC. DRIVEWAY APPROACH BACK OF SIDEWALK NOTES: 1: WHEN EXISTING CONCRETE IMPROVEMENTS ARE TO BE REMOVED AND REPLACED WITH NEW DRIVEWAY THEY SHALL BE CUT WITH A CONCRETE SAW. 2: PROVIDE A SAFETY ISLAND WITH NOT LESS THAN 20' OF PARKING AREA BETWEEN DRIVEWAYS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 3: IF EXPANSION JOINT FALLS IN DRIVEWAY, PLACE IN CENTER BETWEEN CURB CUTS. 4: W = WIDTH OF DRIVEWAY ' 5: CONCRETE SHALL CONTAIN 1 LB. OR 1 PT. OF LAMP BLACK PER CUBIC YARD. 6: 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. 0 CZ n E \h 35'-0" (MAX) NOTE: NO DRIVEWAY SHALL BE CONSTRUCTED WITHIN THREE FEET OF ANY CURB RETURN. ORNAMENT STEEL GATE DETAIL NOTES: ® COMMERCIAL DRIVEWAY APPROACH N.T.S. FINISHED SURFACE :.:: ; `.•::ii`• .` . .: `::- \ ':::\:•::: SUBGRADE CLASS 2 A.B. SL B-GRAD\\/\\//\/\/\/\/\/V 7\ P.C.C. SI.ASSI'IALL BE3 SACK SIUR • CONCRETE APPROVED BACKFILL' 6" TYP. �'- O.D.+12" MIN. HT6H YP. 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 1. GATE SHALL MATCH THE DETAIL, FORM, COLOR AND MATERIAL SPECIFIED FOR THE FENCE. 2. GATE SHALL BE SELF -CLOSING AND SWING 180 DEGREES TOWARDS THE PRIVATE PROPERTY SIDE OF THE FENCE. ASSUME HINGES TO BE LOCATED ON WEST SIDE OF GATE, UNLESS FIELD CONDITIONS DICTATE OTHERWISE. FIELD VERIFY CONDITIONS AT EACH GATE AREA PRIOR TO SUBMITTING SHOP DRAWINGS. 3. MODIFY FENCE POST AS REQUIRED TO ACCEPT AND SUPPORT GATE INSTALLATION REQUIREMENTS. AT FENCE POST WHERE GATE IS MOUNTED, INCREASE CONCRETE FOOTING SIZE BY 33%. 4. PROVIDE COMPLETE SHOP DRAWINGS FOR ALL GATES. 1. FLATBAR BRACKET, COLOR TO MATCH GATE FRAME, 13/4"X1 114'7(3/16" WELDED TO GATE FRAME AND HINGE 2. PINTLE, COLOR TO MATCH GATE FRAME, 318" DIA. HERDED TO SHAPE. WELDED TO POST 3. HINGE, COLOR TO MATCH GATE FRAME, 112" INSIDE DIA. METAL SLEEVE. WELDED TO FLATBAR BRACKET 4. GATE FRAME 5. POST 6. RUBBER BUMPER, 1" DIA. HALF SPHERE SHAPE COLOR TO MATCH POST, GLUED TO POST NOT TO SCALE ELEVATION ® LATCH ® CONCRETE TRENCH DETAIL N.T.S. LEGEND 1. THUMB LATCH, COLOR TO MATCH GATE FRAME, 3 314"X31(7(3116" FLATBAR BRACKET, CUT TO SHAPE, EASE ALL CORNER 2. 314"X112" (WHEN FOLDED) METAL HINGE 3(16" THICK, WELDED TO GATE FRAME AND THUMB LATCH 3. LOCK, 3116" FLATBAR BRACKET BENDED TO SHAPE, COLOR TO MATCH GATE FRAME, WELDED TO POST 4. POST 5. GATEFRAME NOT TO SCALE SAW CUT (TYP,) 6" D.D. + 12" MIN. 6" O.D, + 24" MAX. (PAY LIMITS FOR IMPORT MATERIALS AND PAVING) G O L: Ovx RELATIVE COMPARISON 95% 95% r' I- > 90% UNIMPROVED AREAS 6" MIN. 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. JETTED 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 Material Location Backfill Materials O1 Street 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 VibratedConcrete Quarry Fines or Sand l'rushed Aggregate Base or Approved Naive Material, except Quarry Fines or Sand for V.C.P. OV brated Concrete Quarry Fines or Sand V or Drain Rock brated Contra e Quany Fines or Sand or 3/4" max. crushed rock ENGINEERING DEPARTMENT STANDARD TRENCH DETAIL DATE 2002 DRAWN BY PC CHECKED BY OC CITY ENGINEER CALIFORNIA 94403 CASE 3 DRAWER 1 SET 153 ® STANDARD TRENCH DETAIL N.T.S. Call Two Working Days Before You Dig! 1-800-227-2600 No. 48394 - 4( EXP. 6-30-06 of Z 0 IY 0 to w 0 ND h a & ASSOCIATES, H 0 0 a a W m C m m w mS <.4 a r N a w .. gco L, r 0 Q d J 55 W 1.11 Q 0 Tom_ i F- 1- a W STREETSCAPE IMPROVEMENTS PROJECT U C U) N • 0 Z O m LL m z C CO O rn ND 0 0 DD W W 0 PROJECT NO.: 460745 CASE 2 DRAWER 15 SET 53 C-11 OF\ FENCE, SEE ENGINEER PLANS, TYP. SEE ENGINEERING PLANS EAST THIRD AVENUE IRRIGATION LEGEND SYMBOL ITEM O S H ♦ • WATER METER, 1" SIZE. CONTROLLER ASSEMBLY BACKFLOW PREVENTION DEVICE REMOTE CONTROL VALVE BALL VALVE QUICK COUPLING VALVE BUBBLER AT SHRUB PLANTING AREA BUBBLER ° AT TREE WELL ., Ea/ GEL/ 2L/2 MAIN LINE AND WIRE STUB OUT EXISTING SERVICE LINE LATERAL LINE NOT SHOWN LOW VOLTAGE WIRE NOT SHOWN VALVE BOX NOT SHOWN SPLICE KIT NOT SHOWN LOW VOLTAGE CONTROL WIRE CONDUIT NOT SHOWN PIPE SLEEVE - QUICK COUPLER, TYP MAINLINE AND WIRE STUB OUT, TYP. MANUFACTURER INSTALL BY OTHERS, COORDINATE INSTALLATION UNITED GREENTECH SATELLITE ASSEMBLY. IRRITROL MC -12 PLUS CONTROLLER IN STAINLESS STEEL ENCLOSURE WITH REMOTE ADAPTER PLUG. MODEL NO. CA-6-IRI-12/RSO. UNITED GREENTECH PH: (888) 438-7435 1 1/2" FEBCO 825-YA WITH REMOVABLE SEATS AND NRS GATE VALVE & ENCLOSURE BY LEMEUR, MODEL BF -86, COLOR: FOREST GREEN IRRITROL 100 SERIES, SIZE AS SHOWN. RED AND WHITE BALL VALVE, BRASS, SIZE PER LINE SIZE. RAINBIRD, MODEL 44 LRC. RAINBIRD, MODEL 1400 SERIES, MODEL NO. 1402 RAINBIRD, MODEL 1400 SERIES, MODEL NO. 1402 PROVIDE 1 COMMON AND 3 CONTROL WIRES (L.V.) FROM CONTROLLER TO VALVE BOX, SEE L3 NIC. PVC, CL 315, 2" SIZE PVC, SCH 40, 3/4" MINIMUM SIZE, AND AS NOTED ON THE PLANS. NO. 14-4F-AWG, RED NO. 12 AWG, COMMON, WHITE NO. 10, TRACER, BLACK DBR 3M 80-6105-3074-5 PVC, SCH. 40, GRAY COLOR, SIZE AS REQUIRED PVC, CLASS 315, 2 PIPE SIZES LARGER THAN ENCASED PIPE GALLONS PER MINUTE THROUGH VALVE CONTROL VALVE SIZE CONTROLLER STATION-CONROLLER ASSEMBLY DESIGNATION APPROXIMATE POTHOLE LOCATION FOR PLANTING AREA LAYOUT EXISTING UNDERGROUND UTILITY LINE, TYP BALL VALVE, TYP. IRRIGATION NOTES 1. IRRIGATION DESIGN CONCEPT: THE EXISTING STATIC PRESSURE AT THE WATER METER IS APPROXIMATELY 60 PSI. THE EXISTING WATER METER, BACKFLOW PREVENTION DEVICE AND IRRIGATION CONTROLLER WILL BE REPLACED UNDER THIS CONTRACT, EXCEPT WATER METER WILL BE INSTALLED BY PURVEYOR. REPLACED ITEMS SHALL BE DELIVERED TO THE CITY. ALL NEW PLANTING AREAS WILL BE IRRIGATED USING FIXED BUBBLER HEADS. TRENCHING ACROSS THE PUBLIC RIGHT OF WAY IS REQUIRED. PROVISIONS ARE INCLUDED TO ALLOW FOR THE EXPANSION OF THE PROPOSED IRRIGATION SYSTEM. THE IRRIGATION SYSTEM IS DESIGNED TO OPERATE ON 30 PSI. 2. ALL WORK SHALL CONFORM TO LOCAL AND STATE CODES AND ORDINANCES. ALL IRRIGATION WORK SHALL CONFORM TO THE SPECIFICATIONS, PLANS AND DETAILS FOR THIS PROJECT. 3. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND WATER PRESSURE. IF ANY DISCREPANCY EXISTS BETWEEN DESIGN AND ACTUAL FIELD CONDITIONS, NOTIFY THE ENGINEER PRIOR TO ANY INSTALLATION. 4. SYSTEM FEATURES ARE SHOWN SCHEMATICALLY FOR GRAPHIC CLARITY. INSTALL ALL PIPING AND VALVE WIRES IN COMMON TRENCHES WHERE FEASIBLE AND INSIDE PLANTING AREA WHENEVER POSSIBLE. ALL VALVES SHALL BE LOCATED IN GROUNDCOVER OR SHRUB AREAS WHENEVER POSSIBLE. 5. CONTROL WIRES SHALL BE PER SPECIFICATIONS. SEPARATE WIRES SHALL RUN FROM THE CONTROLLER TO EACH VALVE. COMMON GROUND WIRES SHALL BE PER SPECIFICATIONS. ALL CONTROL WIRES LEADING FROM VALVES TO CONTROLLER MUST BE LOOPED UP A MINIMUM OF THREE (3) FEET INTO EVERY VALVE BOX INTERCEPTED ON THE WAY TO THE CONTROLLER. 6. SPLICES IN THE FIELD SHALL BE MADE IN A SPLICE BOX, AND EXCLUSIVELY WITH DBR 3M DIRECT BURY SPLICE KIT, SCOTCHLOCK, R CONNECTORS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS OR APPROVED EQUAL. 7. ALL PLASTIC FITTINGS SHALL BE A MINIMUM OF 18" APART TO FACILITATE REMOVAL AND REPLACEMENT OF INDIVIDUAL FITTINGS. 8. TRENCHING DEPTHS FOR IRRIGATION PIPES ARE AS SHOWN ON THE PLANS. ALL DIMENSIONS ARE FROM THE TOP OF THE PIPE. 9. ALL MAINS, LATERALS, AND CONTROL WIRES SHALL BE INSTALLED IN P.V.C. SLEEVES (OF APPROPRIATE SIZE AND DEPTH) UNDER ALL PAVEMENT. SLEEVING SHALL EXTEND 12" FROM EDGE OF PAVING INTO PLANTING AREA, AND SHALL HAVE ENDS CLEARLY MARKED ABOVE GRADE. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE AND EFFECTIVE COVERAGE OF ALL PLANTED AREAS, BALANCE EACH SYSTEM TO OPTIMUM COVERAGE, ADJUST EACH ARC, RADIUS AND NOZZLE AS DIRECTED ON SITE BY THE ENGINEER. 11. THE IRRIGATION CONTROLLER AND ENCLOSURE SHALL BE AS PER THE PLANS AND SPECIFICATIONS. 12. THE IRRIGATION CONTRACTOR SHALL COORDINATE HIS PORTION OF WORK WITH THE UNDERGROUND ELECTRICAL CONTRACTOR TO MINIMIZE CONFLICTS. 13. BALL VALVES SHALL BE INSTALLED IN A CONCRETE BOX WITH LOCKABLE LID, INSTALL PER THE DETAIL. 14. THE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED ABOVE GRADE IN AN ENCLOSURE AS SHOWN IN THE DETAIL AND DESCRIBED IN THE SPECIFICATIONS. LOCATE DEVICE IN SHRUB OR GROUNDCOVER AREAS IN AN INCONSPICUOUS LOCATION APPROVED PRIOR TO INSTALLATION BY THE ENGINEER. --Y t/2"__. 0 - K 1 1/4" 3/4' 3/4"--I C3/4" 3/4" 1 1/4"c, TREE WELL. LOCATE PER ENGINEERING PLAN, TYP. 14. THE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED ABOVE GRADE IN AN ENCLOSURE AS SHOWN IN THE DETAIL AND DESCRIBED IN THE SPECIFICATIONS. LOCATE DEVICE IN SHRUB OR GROUNDCOVER AREAS IN AN INCONSPICUOUS LOCATION APPROVED PRIOR TO INSTALLATION BY THE ENGINEER. 15. INSTALL PLASTIC CHECK VALVE AT BASE OF HEADS ON LOW ENDS OF SYSTEMS AS REQUIRED TO MINIMIZE LINE DRAINAGE. 16. SHOULD THE MAINLINE BREAK OR BE SHUT OFF FOR ANY REASON DURING THE COURSE OF CONSTRUCTION OR MAINTENANCE PERIOD THE CONTRACTOR SHALL HAND WATER ALL TREES, SHRUBS, TURF, AND GROUNDCOVER THAT THE EXISTING IRRIGATION SYSTEM WATERS. THE CONTRACTOR SHALL CONTINUE TO DO SO UNTIL THE IRRIGATION SYSTEM IS OPERABLE. 17. REFER TO SPECIFICATIONS FOR EROSION CONTROL REQUIREMENTS. 18. CONTROLLER INSPECTION. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING CONTROLLER SUPPLIER FOR ONSITE INSPECTION AND CERTIFICATION OF CONTROLLER ASSEMBLY PRIOR TO RECEIVING FINAL APPROVAL FROM THE CITY. 19. NO BOXES, VALVES, ETC SHALL BE LOCATED IN DRIVEWAYS. 20. IRRIGATION PIPES SHALL BE INSTALLED TO AVOID ALL ELECTRICAL AND LIGHTING EQUIPMENT. REFER TO ELECTRICAL PLANS. 21. POTHOLE FOR EXISTING UTILITIES BASED ON USA MARKINGS. PRICE PAID FOR POTHOLES SHOWN SHALL BE INCLUDED IN LUMP SUM BID FOR IRRIGATION. STREET LIGHT, LOCATE PER ENGINEERING PLAN, TYP, TRENCH MAIN LINE, TYP LATERAL LINE, TYP. ALL PROPOSED EQUIPMENT MUST BE INSTALLED AT EXISTING PLANTING AREA BACKFLOW PREVENTION DEVICE AT EXISTING B.F.P. LOCATION 1" METER AT EXISTING METER LOCATION VJ J 0 uN_ 0 L_4 J 0 10 20 13. BALL VALVES SHALL BE INSTALLED IN A CONCRETE BOX WITH LOCKABLE LID, INSTALL PER THE DETAIL. EXISTING PLANTER EXISTING LATERAL LINE, EXISTING RCV CONNECT TO MAIN LINE CONTROLLER ASSEMBLY AT EXISTING CONTROLLER LOCATION. RETURN EXISTING CONTROLLER TO CITY 40 FT. EAST THIRD AVENUE 0 10 20 40 FT. 0 W ° > C c TANAKA DESIGN GROUI' Landscape Architecture Land Planning Urban Design 360 Langton St. Suite 200 San Francisco, CA 94103 tel: 415.863.7800 fax: 415.863.7900 S,gnae,re f -a. 3/ - 06 0 Z Cr)Q J Z Q w > w 0 2 W w 0 >Q� Q U 0 CO CC F — =w w F— act) w CASE 2 w 0 J C-) O m 0 w U w U DRAWER 5 F- 0 0.: 460745 SET 53 L1 N EAST THIRD AVENUE PLANTING LEGEND 3 F 15 GALI QUANTITY PLANT KEY SIZE OF PLANT PLANTING LIST BOTANICAL NAME COMMON NAME KEY SHRUBS RHA IND TREES PYR CAL 'ARI' PYR CAL 'CHA' GE! PAR SYMBOL 7 5 GAL SIZE RHA IND DWARF PINK RHAPHIOLEPIS INDICA'BALLERINA 5 GALLON DWARF PINK INDIA HAWTHORN PYRUS CALLERYANA 'ARISTOCRAT' ARISTOCRAT PEAR PYRUS CALLERYANA 'CHANTICLEER' CHANTICLEER PEAR GEIJERA PARVIFOLIA AUSTRALIAN WILLOW NOT SHOWN: SOD PLANTING AREA PER CIVIL PLANS 24" BOX 24" BOX 24" BOX GEN A. MULC B. AT EA ACCE POWD CONT REQUI PLAN. LOCA STRE EAST C. STAK PLA 1. ALL WORT 2. THE REPL MATE SATI 3. REFS ADDI' 4. TREE CONI 5. UPON ORDE OF PI INVO 6. ALL AND THEF ON TI OWN 7. ALL LOT ACC( THE 8. AFTE ENTII MUL( PRIO 9. EXIS' CON WITH 10. IMPC OF TI WITh APPF SITE DETE 11. CALM 12. SOD. 'WES EQUi 9 5 GAL 9 RAL NOTES ALL PLANTING AREAS. 5 GAL RHA IND RHA IND RHA IND 12 RHA IND 5 GAL 12 5 GAL H TREE WELL INSTALL TREE GRATE, MANUFACTURED BY URBAN SORIES, INC., MODEL NO. OT TITLE 24 WITH S FRAME, 3' X 3' SQUARE, :RCOATED BLACK. AVAILABLE THROUGH O'KEEFE COMPANY, CT: TOM O'KEEFE, PH: 925-283-4404. INSTALL CONCRETE FLATWORK AS ED TO SUPPORT TREE GRATE, COORDINATE WITH ENGINEERING _XCEPTION: TREE GRATES FOR THE 4 GEIJERA PARVIFOLIA TREES ED ON NORTH SIDE OF EAST THIRD AVENUE AND EAST OF NORFOLK i SHALL MATCH EXISTING TREE GRATES LOCATED FURTHER EAST ON HIRD AVENUE. ALL TREES PER DETAILS. TING NOTES NDERGROUND UTILITIES SHALL BE LOCATED BEFORE START OF ONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND CEMENT OF ANY DAMAGE OR DESTRUCTION TO EXISTING PLANT RIALS AND TO RESTORE IT TO IT'S ORIGINAL CONDITION TO THE FACTION OF THE ENGINEER. TO SPECIFICATIONS FOR SOIL AMENDMENTS, FERTILIZER AND IONAL PLANTING INFORMATION. , SHRUB AND GROUNDCOVER AREAS SHALL RECEIVE WEED ROL TREATMENT AS PER THE SPECIFICATIONS. RECEIPT OF "NOTICE TO PROCEED", THE CONTRACTOR SHALL R PLANT MATERIAL TO INSURE ADEQUATE QUANTITIES AND SIZES NT MATERIAL WILL BE AVAILABLE. COPY OF THE NURSERY E SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE. LANTS SHALL BE OF THE GENUS, SPECIES, VARIETY, CULTIVAR, IZES AS SHOWN ON THE PLANS. UNDER NO CONDITION WILL E BE ANY SUBSTITUTION OF PLANTS OR SIZES FOR THOSE LISTED E PLANS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE R'S REPRESENTATIVE. LANTS SHALL BE TRUE TO NAME, AND ONE OF EACH BUNDLE OR HALL BE TAGGED WITH THE NAME AND SIZE OF THE PLANT, IN RDANCE WITH THE STANDARDS OF PRACTICE RECOMMENDED BY MERICAN ASSOCIATION OF NURSERYMEN. R PLANTING IS COMPLETE, FURNISH AND SPREAD MULCH OVER E PLANTED AREA. MULCH SHALL BE AS SPECIFIED. QUANTITY OF H SHALL BE THE CONTRACTOR'S RESPONSIBILITY. SUBMIT SAMPLE TO DELIVERY TO THE PROJECT SITE. ING PLANTING TO REMAIN WHICH IS DAMAGED DURING TRUCTION, SHALL BE RESTORED TO PRE-EXISTING CONDITION THE SAME PLANT MATERIALS IN MATURE SIZES. T TOPSOIL SHALL CONFORM TO THE SPECIFICATIONS. A SAMPLE E TOPSOIL, ALONG WITH A COMPLETE SOIL ANALYSIS REPORT RECOMMENDATIONS BY A HORTICULTURAL CONSULTANT SHALL BE OVED BY THE PROJECT ENGINEER PRIOR TO DELIVERY TO THE SOIL LABORATORY AND HORTICULTURAL CONSULTANT WILL BE RMINED BY THE OWNER'S REPRESENTATIVE. ER OF TREES SHALL BE MEASURED 6" ABOVE FINISH GRADE. WHERE SOD IS SPECIFIED PER ENGINEERING PLANS, INSTALL COAST BLUE -EYE', BY WEST COAST TURF, PH: 888-893-8873, OR RHA IND 2 RHA IND RHA IND 2 5 GAL 11 5 GAL RHA IND RHA IND RHA IND 1 RHA IND 5 GAL TREE WELL 12 RHA IND RHA IND MATC I 3 RHA IND 24" BOX RHA IND 9 RHA IND i / STREET LIGHT TYP 14 5 GAL 4 RHA IND IRHAIND 5 GAL 5 GAL RHA IND 24" BOX PYR CAL 'CHA' 12: RHA IND 0 10 20 5 GAL EAST THIRD AVENUE 0 10 20 40 FT. 40 FT. MATCHLINE SEE BEL TANAKA DESIGN GROUP Landscape Architecture Land Planning Urban Design 360 Langton St. Suite 200 San Francisco, CA 94103 tel: 415.863.7800 fax: 415.863.7900 0 Z Co Q J Z Q W W W I� > o1 — W d D_--) Z a a a3 co ct F- = W co W DRAWER 5 L2 Q 0 z z J 0_ a- 0 u C 0. PROJECT NO.: 460745 SET 53 LEGEND LEGEND LEGEND 0 SECTION FLOW 4 LJ 1_111= 11 I1 I I I I SECTION/ELEVATION 12 13 1. WYE STRAINER - INTEGRAL WITH ASSEMBLY. 2. BRASS 90° ELBOW - 2 TOTAL. 3. BRASS CLOSE THREADED NIPPLE (5 TOTAL). 4. BRASS UNION. 5. BRASS NIPPLE (TBE) (LENGTH AS REQUIRED). 6. PVC SLEEVE CAST IN CONCRETE BASE - SIZE 1.5 TIMES LARGER THAN PIPE O.D. 7. CONCRETE PAD, SEE 8. FINISH GRADE, 1" BELOW FINISH SURFACE OF CONCRETE PAD. 9. PVC MAIN LINE TO IRRIGATION SYSTEM. 10. WROT COPPER 90° ELBOW - 2 TOTAL FIPT X SOLDER CONNECTION. 11. CONCRETE THRUST BLOCK, SEE 12. PVC MAIN LINE TO IRRIGATION SYSTEM WATER METER, FOR PIPE DEPTH, SEE 13. SCHEDULE 80 PVC 12" LONG TDE NIPPLE WITH SCHEDULE 80 SLIP COUPLING BOTH SIDES - USE REDUCER BIJSHINGS AS REQUIRED. NOTES A EVENLY COAT COPPER FITTIN SCOTCHWRAP PIPE PRIMER A NO. 51 BLACK PVC TAPE (3/4" B. NIPPLES AND FITTINGS TO BE BACKFLOW ASSEMBLY. C. PROVIDE FREEZE PROTECTIO FILLED WITH R-19 FIBERGLAS: THE DEVICE. D. REDUCED PRESSURE BACKFL CURRENT DEPARTMENT OF H APPROVED, AND SHALL BE TE BACKFLOW DEVICE TESTER. BACKFLOW PREVENTION DEVICE ASS 3S EXPOSED TO SOIL WITH 1D THEN WRAP WITH 3M SCOTCHWRAP VERLAP). RASS AND SAME IPT SIZE AS MADE OF WATER RESISTANT CANVAS INSULATION AND SHALL BE SIZED TO FIT )W PREVENTION DEVICE SHALL MEET ALTH REQUIREMENTS, BE U.S.C. TED BY A COUNTY APPROVED MBLY 12" MIN. F 'e - PLAN -REDUCERS 12" MIN. PLAN -TEES AND ENDS THRUST BLOCKS LE END NOT TO SCALE 1. #4 REBAR. 2. cIJNCRETE THRUST BLOCK. ES 1 1 T RUST BLOCKS SHALL NOT PROJECT HIGHER THAN THE DISTANCE FROM THE BOTTOM OF THE TRENCH THE FINISH GRADE. 2. DjJ NOT COVER ENDS OF FITTINGS OR BOLTS WITH NCRETE. 3. CONCRETE SHALL HAVE COMPRESSION STRENGTH OF 2b00 PSI. 4. RUST BLOCKING IS REQUIRED WHERE: PIPE CHANGES DIRECTION. PIPE CHANGES SIZE. PIPE STOPS OR DEAD ENDS. THRUST DUE TO HIGH PRESSURE IS EXPECTED. LE END NOT TO SCALE ONCRETE VALVE BOX WITH STEEL BOLT -DOWN LID. 2. I STALL VALVE BOX FLUSH WITH FINISH SURFACE IN VING AND 1" ABOVE FINISH GRADE IN PLANTING REAS. 3. FINISH GRADE. 4. LL VALVE - ROTATE VALVE TO POSITION AS HOWN. 5. C MAIN LINE (SIZE AND TYPE PER DRAWINGS). 6. OMMON BRICK (4 TOTAL - ONE AT EACH CORNER) - EEP BRICKS AWAY FROM PIPE. 7. EA GRAVEL BASE (6" DEEP). 8. C SCH 80 TOE NIPPLE -SIZED EQUAL TO BALL ALVE. 9. C SCH 80 45 DEGREE ELL. 10. C MAIN LINE PIPE NIPPLE (2 TOTAL). 11. ROVIDE CLEARANCE INSIDE BOX FOR OPEN AND LOSED POSITION. 12. TEEL ID TAG INDICATING "BALL VALVE" CENTERED ND WELDED TO TOP OF STEEL LID. 13. EXIBLE PLASTIC VALVE ID TAG, MOUNTED ON TO OX. 14. 9OR PIPE DEPTH, SEE BALL VALVE NOT TO SCALE jlt 11111 111 -III I I I TI 1 II l l l l l 'i SIDE VIEW I I I I I I I II III- I= - _III I 1 1 H= I I I 1 ----� � I I I II'_-ll I-1 I I i II I I II I 1 1 I I I I I I I it II I I I 11- TOP VIEW "B" =111=11=11111H_ 111=11=111: 1. EXPANDED METAL BACKFLOW COVER, LOCKABLE, PROVIDE PADLOCK TO LOCK ENCLOSURE - CONTACT CITY FOR PADLOCK TYPE. 2. BACKFLOW PREVENTION DEVICE. 3. HINGE. 4. POURED CONCRETE BASE - 6" MINIMUM THICKNESS - EXTEND 6" BEYOND OUTSIDE DIMENSIONS OF ENCLOSURE. REINFORCE SLAB WITH WIRE MESH IN CENTER OF SLAB. 5. WATER SERVICE INLET PIPING. 6. WATER SERVICE OUTLET PIPING. 7. FINISH GRADE. 8. SUPPORT (TYPICAL). 9. INSTALL A FREEZE PREVENTATIVE BLANKET OVER BACKFLOW ASSEMBLY - COLOR TO BE GREEN (POLAR PARKA OR EQUAL). NOTES A PROVIDE CLEARANCE ON SIDE OF ASSEMBLY FOR OPENING ENCLOSURE. ENCLOSURE MUST FULLY OPEN. SINGLE SWING, C.R. STEEL *is ANGLE, #9 EXP. MET. PART NO. WIDTH "A" LENGTH "B" HEIGHT "C" BF -86 18" 30" 30" BACKFLOW PREVENTION DEVICE ENCLOSURE PLAN VIEW 18" SECTION 4" MIN 4 :/ 8" I _I I_, MIN. -I / / 2'-8" MIN. NOT TO SCALE LEGEND 1. CONTROLLER ASSEMBLY, RAINPROOF ENCLOSURE. 2. CONTROLLER, PER PLAN. 3. POWER SWITCH (GFI RECEPTICLE). 4. TERMINAL STRIP FOR VALVES. 5, 3/4' PVC CONDUIT FROM POWER SUPPLY. 6. PVC CONDUIT FOR CONTROL WIRES (SIZE AS REQUIRED). 7. FILL VOIDS WITH CONCRETE. 8. GROUNDING ROD eDIA BY 8' LONG 9, POURED CONCRETE BASE. NOTES A. ALL CABLES & ELECTRICAL WIRES MUST BE RUN IN CONDUIT. IRRIGATION CONTROLLER ENCLOSURE ASSEMBLY SPLICE BOX NOT TO SCALE LEGEND 1. FINISH GRADE. 2. RECTANGULAR CONCRETE BOX WITH STEEL LID AND HOLD-DOWN BOLTS. 3. TYPICAL CONDUCTOR SPLICE ENCAPSULATED. 4. DUCT SEAL COMPOUND. 5. PEA GRAVEL, 6" THICK. 6. COMPACTED SUBGRADE. 7. CONDUIT FOR LOW VOLTAGE WIRES, TYP. 8. STEEL ID TAG INDICATING "SPLICE BOX" CENTERED AND WELDED TO TOP OF STEEL LID. 9. COMMON BRICK ON AT EACH CORNER OF BOX. NOT TO SCALE SECTION 1. FINISH GRADE. 2. 10" ROUND CONCRETE VALVE BOX WITH STEEL BOLT -DOWN LID. 3. 1" X 3/16" X 30" ANGLE IRON. 4. STAINLESS STEEL CLAMPS, 2 MIN. 5. PEA GRAVEL - 6" DEEP (NO SOIL IN VALVE BOX). 6. PVC SCHEDULE 80 - 90 DEGREE ELL. 7. PVC SCHEDULE 80 TEE OR 90° ELL CONNECTED TO IRRIGATION SUPPLY LINE. 8. PVC SCHEDULE 80 - 12" NIPPLE. 9. PVC SCHEDULE 80 - 3" NIPPLE. 10. QUICK COUPLING VALVE. 11. BRICK BASE - 2 TOTAL, 180° APART. 12. MAIN LINE SERVICE TEE, SOLVENT WELD OR GASKETED OUTLET, REFER TO IRRIGATION LEGEND, FOR PIPE DEPTH, SEE 13. STEEL ID TAG INDICATING "QUICK COUPLING VALVE" CENTERED AND WELDED TO TOP OF LID. 14. COMPACTED SUBGRADE. SECTION QUICK COUPLING VALVE NOT TO SCALE LEGEND 1. VALVE CONTROL WIRE - PROVIDE 3M DBY SEAL PACKS AT SPLICES, 36" OF EXCESS WIRE IN A 1" DIAMETER COIL. 2. RECTANGULAR CONCRETE VALVE BOX WITH STEEL LID. INSTALL BOX AS SHOWN IN BOX INSTALLATION DETAIL. 3. REMOTE CONTROL VALVE. 4. SCHEDULE 80 PVC TOE NIPPLE (LENGTH AS REQUIRED). 5. PVC MAINLINE SIZE AND TYPE PER IRRIGATION LEGEND, FOR PIPE DEPTH, SEE 6. MAIN LINE 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 80 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 , SEE 12. BRICK - 1 AT EACH CORNER OF VALVE BOX. 13. FINISH GRADE. 14. FLEXIBLE PLASTIC VALVE I.D. TAG - ATTACH TO INSIDE OF BOX. 15. STEEL ID TAG INDICATING "IRRIGATION VALVE" CENTERED AND WELDED TO TOP OF LID. 16. CONDUIT FOR LOW VOLTAGE WIRES, TYP. REMOTE CONTROL VALVE 12" MAX oCThc coo Qy ...(C00C, C0 �c O o'ci II 11 1 1 1 I I I I 111IIII 1 II I I I -11 11 = SECTION ;`,Dc 0u =11Ia>i 1 ' 1 1 !=11__ I =111 11 11 11 11 X 1 1 1 1 1 1 1 1 1 1 11 1 1 1 11 111-111-111-1,1-111- 0 NOT TO SCALE LEGEND 1. FINISH GRADE. 2. VALVE CONTROL WIRE - SEAL WIRE ENDS WITH WEATHER PROOF SPLICE KIT. 3. RECTANGULAR CONCRETE VALVE BOX WITH STEEL LID. 4. STEEL ID TAG INDICATING "MAINLINE & WIRE STUB OUT" CENTERED AND WELDED TO TOP OF LID. 5. PEA GRAVEL, 6" THICK, (NO SOIL IN BOX). 6. COMMON BRICK, ONE AT EACH CORNER OF BOX. 7. CAP AT END OF MAIN LINE WHERE SHOWN IN PLANS AND ACCORDING TO SPECIFICATIONS. 8. IRRIGATION MAIN LINE. 9. LOW VOLTAGE CONTROL WIRES IN CONDUIT, TYP. 10. CONDUIT, SEE SPECIFICATIONS. 11. COMPACTED SUBGRADE. MAINLINE AND WIRE STUB OUT NOT TO SCALE >- DESCRIPTION z O C. 5z w 0 a_ C L w 0_ 0 0 a I) TANAKA DESIGN GROUP Landscape Architecture Land Planning Urban Design 360 Langton St. Suite 200 San Francisco, CA 94103 tel: 415.863.7800 fax: 415.863.7900 0 z Q 0 LLI F- cn w C/) F- Z 2 w 0 0_ 0 �-) w 0 Q0 cn I w w c I- LANDSCAPE DETAILS v 02 SURVEYED F- 0 O z O O m M NC 0 w F- a C (3 0 F- z Q DCL DATE: CHECKED BY z O 01 01 Q hi J U CASE 2 DRAWER 5 SET 53 L3 W F- D LEGEND >- STEP 1 SECTION STEP 2 STEP 3 WIRE SPLICE n STEP 4 4 STEP 5 INSTRUCTIONS 1. STF IP WIRES APPROXIMATELY 1/2" TO EXPOSE WIFE. 2. TWI,BT CONNECTOR AROUND WIRES CLOCKWISE UNTIL HAND TIGHT, DO NOT OVER -TIGHTEN. 3. INSET WIRE ASSEMBLY INTO PLASTIC TUBE UNTIL WIRE CONNECTOR SNAPS PAST LIP IN BOTTOM OF -UBE. 4. PLACE WIRES WHICH EXIT TUBE IN WIRE EXIT HOLES AND CLOSE CAP UNTIL IT SNAPS. 5. INSPECT FINAL SPLICE ASSEMBLY TO BE SECURE AND FINISHED. 6" .L c e t0 SECTION J c.°it) NOT TO SCALE LEGEND 1. PROPOSED FINISH GRADE OF PLANTING AREA. 2. 1/2" RADIUS, TYP. 3. CONCRETE BAND, SLOF E TOP SURFACE 2% TO DRAIN. 4. REBAR, #4, CONTINUOUS. 5. COMPACTED SUBGRADE. 6. PROPOSED FINISH SURFACE OF PAVING SHALL BE FLUSH WITH TOP OF CONCRETE BAND. 7. AGGREGATE BASE, MATCH SPECIFICATION AND DEPTH PER ENGINEERING PLANS FOR CONCRETE SIDEWALK PAVEMENT. NOTES A. WHERE BAND MEETS SIDEWALK, EXTEND REBAR 6" INTO CONCRETE SLAB. WHERE BAND MEETS CONCRETE CURB, INTEND REBAR 3" INTO CONCRETE CURB. SLIP ALL EXTENS ONS. B. TOP OF BAND TO BE ME JIUM BROOM FINISH. C. CONCRETE MIX SHALL PF PER SPECIFICATIONS. CONCRETE BAND AT TREE GRATE NOT TO SCALE LEGEND 1. 2. 3. 4. SUB -MAIN LINE PIPE TO VALVE MANIFOLD. BALL VALVE, SEE MAINLINE. REMOTE CONTROL VALVE, TYP. NOTES A. INSTALL A BALL VALVE FOR EACH REMOTE CONTROL VALVE MANIFOLD. THE VALVE SIZE IS TO MATCH THE LARGEST REMOTE CONTROL VALVE IN THE MANIFOLD. B. THE MANIFOLD PIPING DIAMETER IS TO BE SIZED FOR THE LARGEST AMOUNT OF FLOW THROUGH THE MANIFOLD. DO NOT EXCEED 5 FEET PER SECOND. PLAN MANIFOLD AND VALVE INSTALLATION SECTION/ELEVATION TREE BUBBLER NOT TO SCALE LEGEND 1. IRRIGATION TRENCH, SEE LS 2. PVC CAP. 3. FLOOD BUBBLER, SEE IRRIGATION LEGEND. TWO BUBBLERS PER TREE, TYP. 4. FINISH GRADE OF PLANTING AREA. 5. POLY TUBE PIPE AND FITTINGS, 1/2" SIZE. 6. 4" DIA. PERFORATED STYRENE DRAIN PIPE. 7. PROVIDE A 4" MIN, 6" MAX SLOT TO ALLOW FOR SETTLEMENT, WRAP OPENING WITH 2 LAYERS OF FILTER FABRIC. 8. 3/4" DRAIN ROCK. 9. PVC LATERAL LINE AND SCH 40 TEE OR ELL. 10. PVC 90° ELL, TYP. 11. STRUCTURAL SOIL BACKFILL, SEE 12. TREE. 13. COMPACTED SUBGRADE. NOTES A. FOR MORE INFORMATION, SEE B. DRAIN PIPE LENGTH TO BE MODIFIED WHERE IN CONFLICT WITH MAIN LINE PIPE TRENCH. NOT TO SCALE PLAN CD 0 d VALVE BOX INSTALLATION 1. RECTANGULAR CONCRETE VALVE BOX, TYP., SEE SPECIFICATIONS. 2. BRASS NAME PLATE, TYPICAL FOR EACH BOX INDICATING CONTROLLER AND STATION NUMBER OR VALVE NAME. CENTER ON BOX LID AND WELD TO STEEL LID. 3. EDGE OF CONCRETE PAVING, ETC. 4. FACE OF CONCRETE CURB. 5. BACK OF CONCRETE CURB. 6. PLANTING AREA. NOTES A. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO ENABLE EASY SERVICING OF VALVE. B. C. D. E. SET BOXES 1 INCH ABOVE FINISHED GRADE IN SHRUB/GROUND COVER AREAS. INSTALL VALVE BOX ASSEMBLY IN SHRUB/GROUND COVER AREAS WHERE POSSIBLE. INSTALL VALVE BOXES AS SHOWN IN THE DETAIL. INSTALL EXTENSION RISERS TO VALVE BOX AS REQUIRED TO COMPLETELY ENCLOSE VALVE ASSEMBLY. PREVENT SOIL INTRUSION AND PROVIDE EASY VALVE ACCESS. PROVIDE EXTENSION RISER MANUFACTURED BY THE SAME MANUFACTURER OF THE VALVE BOX. NOT TO SCALE LEGEND 1. SHRUB BUBBLER. 2. MULCH, 2"THICK. 3. FINISH GRADE OF PLANTING AREA. 4. UV RADIATION RESISTANT 1/2 INCH PVC SCH 80 NIPPLE (LENGTH AS REQUIRED). 5. SCH 40 TEE OR ELL. 6. PVC LATERAL PIPE, SCH 40. 7. IRRIGATION TRENCH, SEE 8. COMPACTED SUBGRADE. 9. SHRUB BACKFILL MATERIAL, SEE NOTES A. FOR MORE INFORMATION, SEE SECTION/ELEVATION SHRUB BUBBLER NOT TO SCALE z O (p 0 jz w cE O N 0 ra_ 1 0 0 C w 0) 0 C 0 02 0 a 0 TANAKA DESIGN GROUP Landscape Architecture Land Planning Urban Design 360 Langton St. Suite 200 San Francisco, CA 94103 tel: 415.863.7800 fax: 415.863.7900 Z Q� Z Q w ww ❑p w a 0 ❑ 2 Z a >Qw Q 0 Co =w 1 -F - w Q LU 0 LL1 0 U 0 Z Q SURVEYED B 0 z O O CO w F- C CHECKED BY: DCL AS SHOWN w J Q U U) 0 Co H- w O C - CASE 2 DRAWER 5 SET 53 L4 OF TREE 18" TYP. AT END OF PLANTING AREA PLAN, TYPICAL EQ. EQ. TREE & SHRUB PLANTING AND IRRIG a PLAN L`J �,,� TREE GRATE SECTION 11" DIA. / / AXONOMETRIC SECTION SECTION: AT TREE I I I fi I I I I I I I I I 1 1 1 I SECTION: AT SHRUB LEGEND 1. TREE GRATE,3' SQUARE, WITH 3/4" GRATE, CAST IN TWO PIECES, WITH BREAK OUT RINGS AT 15" AND 19" DIA. 2. STEEL 'L' PERIMETER FRAME, 1"x 1"x 3/4". 3. CONCRETE PAVING, SEE ENGINEERS DRAWINGS. 4. REBAR, #3, TWO PER SIDE, CONTRACTOR TO SUPPLY AND WELD TO FRAME ON SITE. 5, CONCRETE CURB. 6. CONCRETE BAND, WHERE PLANTING AREA ABUTS TREE 0 GRATE, SEE 7. SHRUB PLANTING AREA. 9. CUT OUT WITH COVERED HINGED PLATE FOR TREE BUBBLER SERVICE, TYP. OF TWO, CONTRACTOR TO COORDINATE WORK TO BE DONE WITH MANUFACTURER. OPENING MUST BE LARGE ENOUGH TO ACCESS DRAIN CAP. 10. CUT OUT FOR TREE STAKE, TYP. OF TWO, CONTRACTOR TO COORDINATE WORK TO BE DONE WITH MANUFACTURER. OPENING MUST BE LARGE ENOUGH TO a FIT 3" STAKES. 11. FACE OF CONCRETE CURB. 12. BACK OF CONCRETE CURB. 13, FINISH SURFACE OF CONCRETE PAVING. NOT TO SCALE SEE ENGINEERING PLANS 23. FACE OF CURB. 24. CONCRETE BAND, SEE 25 FINISH GRADE, AFTER MULCH PLACEMENT. 26. SLOPE TO TRENCH AT 3% GRADE. 27. AGGREGATE BASE, SEE ENGINEERING PLANS. 28. AT BOTTOM OF ROOTBALL, ADD COMPACTED AND UNAMENDED TOPSOIL AS NECESSARY TO SET PLANT AT APPROPRIATED ELEVATION. NOTES A. WORK TO EXPORT SOIL REQUIRED FOR IMPORTATION OF TOPSOIL SHALL BE PART OF EARTHWORK BID ITEM 5 gip; 50 09. 0 (N 2' CLR. OF LATERAL LINE 3" fir IRRIGATION PIPE TRENCH LEGEND 1. SHRUB. 2, ROOTBALL, CROWN TO BE 2" ABOVE FINISH GRADE, TYP. 3. MULCH, 2" THICK, SEE SPECIFICATIONS. 4. IMPORT TOPSOIL, TYPE 'A', SEE SPECIFICATIONS. 5. CONCRETE CURB, SEE ENGINEERING PLANS. 6, TREE BUBBLER, TWO PER TREE, TYP., COORDINATE WITH TREE GRATE DESIGN, SEE 5 L4 7. CONCRETE PAVING, SEE ENGINEERING PLANS. 8. FINISH SURFACE OF CONCRETE PAVING, SEE ENGINEERING PLANS. 9. COMPACTED SUBGRADE. 10. FINISH SURFACE OF ROADWAY, SEE ENGINEERS DRAWINGS. 11. LIMIT OF STRUCTURAL SOIL (BELOW). 12. IRRIGATION PIPE TRENCH, SEE L5 13. EDGE OF CONCRETE PAVING, PER ENGINEERING PLANS. 14. SHRUB BUBBLER, SEE 15. LATERAL IRRIGATION LINE, SEE L5 16. IMPORT TOPSOIL TYPE 'B', SEE SPECIFICATIONS. 17. TREE. 18. TREE GRATE, SEE L5 19. CUT TOP OF STAKE AS REQUIRED TO BE LEVEL WITH OTHER STAKE AND CLEAR LOWEST BRANCHES BY 6". 20. CORDED RUBBER STRAP TREE TIE. NAIL TO STAKE IN FIGURE 8 PATTERN WITH 1" ROOFING NAILS. TWO PER TREE, TYP. 21. LODGE POLE TREE STAKES, 3" DIA., TYP. OF 2., LOCATE PER 2 LENGTH AS REQUIRED. L5 22. SHRUB PLANTING AREA, LAYOUT PER ENGINEERING PLANS. LEGEND 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. NOT TO SCALE LATERAL LINE, PROVIDE 18" MIN. COVERAGE. MAIN LINE, PROVIDE 24" MIN. COVERAGE. COMPACTED SUBGRADE. LOW VOLTAGE WIRES IN CONDUIT, TYP. PROVIDE 24" MIN. COVERAGE. 3/8" DRAIN ROCK. IMPORT TOPSOIL, SEE 1� CONCRETE CURB, SEE ENGINEER'S DRAWINGS. FINISH GRADE, SEE L5 BACK OF CURB TRACER WIRE, SEE SPECIFICATIONS. BOTTOM OF SHRUB PLANTING TRENCH, SEE NOTES A. INSTALL ALL PIPES IN SLEEVE WHERE BELOW PAVING WITH SCHEDULE 40 PVC PIPE, SIZE TO BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. HORIZONTAL SEPARATION BETWEEN PIPES IN SAME TRENCH SHALL BE 2" MINIMUM. NOT TO SCALE z O C)0 >z w TANAKA DESIGN GROUP Landscape Architecture Land Planning Urban Design 360 Langton St. Suite 200 San Francisco, CA 94103 tel: 415.863.7800 fax: 415.863.7900 a Z C%) Q Z J w ww 90 w a D 2 z w w� Q Q 0 Ci CK II - =w w F - co w F- U LU L5 w w I- I- < < 0 0 DRAWER 5 o = 460745 H- U W 0 O C- d SET 53 C, 1 GENERAL NOTES SHEET INDEX ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE CALIFORNIA DEPWRTMENTOF TRANSPORTATION (CALTRANS) STANDARD SPECIFICATIONS AND STANDARD PLANS FOR CONSTRUCTION OF LOCAL STREETS AND ROADS, JULY 2002. 2. CONTRACTOR TO FURNISH AND INSTALL THE STREETLIGHT POLES, LUMINAIRES, WITH PHOTO ELECTRIC CELL (PEC), AND LAMPS AS SHOWN ON PLANS. 3. EACH LIGHTING POLE SHALL HAVE A WATERPROOF, TWO POLE, IN —LINE FUSE HOLDER DISCONNECT WITH AMP FUSES INSTALLED IN THE PULLBOX LOCATED ADJACENT TO THE ELECTROLIER BASE. 4. NEW POLE FOUNDATIONS SHALL BE 560—C-3250 CONCRETE OF SIZE INDICATED. ANCHORBOLTS SHALL BE GALVANIZED STEEL, 1" DIA. BY 40" LONG WITH 4" BEND. 5. PULL —BOXES SHALL BE #3-1/2 SIZE. COVERS SHALL BE CONCRETE. 6. ALL NEW CONDUIT SHALL BE 1-1/2" IN DIA., PVC SCHEDULE 40 FROM #3-1/2 PULL —BOX TO #2 PG&E PULL, AND 2" IN DIA. PVC SCHEDULE 40 FROM #2 PG&E PULL —BOX TO PG&E SERVICE POLE. 7. ELECTRICAL CONDUCTORS SHALL BE 2 #8 THW FROM #3-1/2 PULL —BOX TO #2 PG&E PULL —BOX AND 2 #10 THW FROM #3-1/2 PULL —BOX TO STREETLIGHT. 8. DUE TO CLOSE PROXIMITY OF OTHER UTILITIES NEW STREETLIGHT FOUNDATIONS TO BE INSTALLED ALONG THE SIDEWALK SHALL BE HAND —DUG. CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) 48 HOURS PRIOR TO ANY EXCAVATION WORK AT 1 —800-642-2444. 9. THE EXACT LOCATION OF THE STREETLIGHTS, FOUNDATIONS, PULL —BOXES, AND TRENCHES SHALL FIELD MARKED AT THE DIRECTION OF THE ENGINEER. 10. CONTRACTOR SHALL REPAIR OR RESTORE DAMAGE DONE TO ANY CITY FACILITIES DURING CONSTRUCTION. THESES FACILITIES SHALL INCLUDE, BUT BE LIMITED TO PAVEMENT MARKINGS, SIGNS, SIDEWALKS (CITY STD 3-13141A), PLANTERS, CURB, GUTTER, AND STREET TREES. WORK SHALL BE COMPLETED TO A CONDITION EQUAL TO OR BETTER THAN THE ORIGINAL CONDITION. 1 1 . PRIOR TO INSTALLATION, ALL POLES SHALL BE LOCATED SUCH THAT MINIMUM ADA CLEARANCE IS ESTABLISHED AT ALL LOCATIONS. 12. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN FOR APPROVAL BE THE ENGINEER PRIOR TO THE START OF ANY WORK. 13. CONTRACTOR TO OBTAIN SERVICE POINT LOCATION FOR THE STREETLIGHT ELECTRICAL SERVICE FROM PACIFIC GAS AND ELECTRIC (P.G.&E.) 14. ALL STREETLIGHT BASES SHALL BE INSTALLED SUCH THAT THE ACCESS D ORS OPEN TOWARDS SIDEWALK. 0 0 SHEET E-1 SHEET E-2 PROJECT NOTES: STREETLIGHT PLAN DETAILS SHEET FURNISH AND INSTALL HADCO DECORATIVE LAMP FIXTURE (OR APPROVED EQUAL) WITH POLE (OR APPROVED EQUAL), PULL —BOX, ASSOCIATED CONDUCTORS PER DETAIL SHEET, AND POLE FOUNDATIONS. MAINTAIN MINIMUM ADA CLEARANCE AROUND POLES AT ALL LOCATIONS (SEE GENERAL NOTE 11). CONTRACTOR TO FURNISH AND INSTALL No. 3 —1/2 PULL —BOX AND LID PER PLANS AND SHEET E-2. FURNISH AND INSTALL 1-1/2" PVC (SCHEDULE 40) CONDUIT WITH #8 AWG CONDUCTORS, PULL ROPE, AND No. 3-1/2 AS SHOWN ON STREETLIGHT PLAN SHEETS AND DETAIL SHEET. CONTRACTOR SHALL FURNISH AND INSTALL WATERPROOF, 2 —POLE, IN —LINE FUSE HOLDER DISCONNECT WITH 5 —AMP FUSEP INSIDE EACH PULL BOX, AND 2—#10THW ELECTRICAL CONDUCTOR FROM EACH PULL BOX TO EACH STREETLIGHT. REMOVE AND SALVAGE EXISTING TYPE 15 STREET LIGHTING POLE. ABANDON ALL ASSOCIATED CONDUIT, CONDUCTORS, AND PULL BOXES. 24 —HOURS PRIOR TO REMOVAL, DELIVERY ARRANGEMENTS SHALL BE MADE WITH THE CITY OF SAN MATEO STOCKYARD LOCATED AT IVY STREET. PLEASE CALL MR. DAVE AMARAL, (650) 522-7328 COORDINATE PICK—UP AND DROP—OFF. CONTRACTOR SHALL LOCATE AND PRESERVE EXISTING STREETLIGHT CONDUIT CROSSING. CONTRACTOR SHALL EXTEND NEW 1-1/2" PVC (SCHEDULE 40) CONDUIT FROM NEW PULL BOX TO EXISTING CONDUIT. SHALL BE MADE WITH THE CITY OF SAN MATEO STOCKYARD LOCATED AT IVY STREET. PLEASE CALL BEFORE EXCAVATING CALL U.S.A. (UNDERGROUND SERVICE ALERT) 1 —800-642-2444 48 HOURS BEFORE ALL PLANNED WORK OPERATIONS COMMERCIAL RESIDENTIAL SL -2 "`SL -3 RESIDENTIAL (4) 1 SL -4 1+50 I ' 2+00 2+50 3+00 SAN MATEO RENTAL EQUIPMENT YARD EXISTING SITE CONDITION AT STREETLIGHT LOCATION SL -1 SL -2 SL -3 SL -4 SL -5 SL -6 SL -7 SL -8 SL -9 SL -10 SL -11 ON NORTH SIDE OF E. 3RD AVENUE (APPROX. STA. ON NORTH SIDE OF E. 3RD AVENUE (APPROX. STA. ON NORTH SIDE OF E. 3RD AVENUE (APPROX. STA. ON NORTH SIDE OF E. 3RD AVENUE (APPROX. STA. ON NORTH SIDE OF E. 3RD AVENUE (APPROX. STA. ON NORTH SIDE OF E. 3RD AVENUE (APPROX. STA. ON SOUTH SIDE OF E. 3RD AVENUE (APPROX. STA. ON SOUTH SIDE OF E. 3RD AVENUE APPROX. STA. ON SOUTH SIDE OF E. 3RD AVENUE (APPROX. STA. ON SOUTH SIDE OF E. 3RD AVENUE (APPROX. STA. ON SOUTH SIDE OF E. 3RD AVENUE (APPROX. STA. 1+50) 2+25) 3+00) 3+50) 4+25) 5+50) 2+00) 2+75) 3+25) 4+00) 4+75) SL 1SL 0 0 LEGEND NEW POST —TOP STREETLIGHT (100 W). EXISTING POST —TOP STREETLIGHT (100 NEW CONDUITS AND CONDUCTORS. EXISTING CONDUITS AND CONDUCTORS. W). NEW NO. 3 1/2 PULL —BOX. (EXISTING SHOWN IN BLACK) NEW NO. 2 PG&E PULL —BOX. (EXISTING SHOWN IN GRAY) EXISTING STREETLIGHT WITH COBRA HEAD. ENTIRE ASSEMBLY TO BE REMOVED IF MARKED ON THE PLAN. EXISTING JOINT POLE TO REMAIN. EXISTING TRAFFIC SIGNAL WITH SIGNAL ARM AND LUMINAIRE ARM. ENTIRE ASSEMBLY TO REMAIN. EXISTING JOINT POLE WITH BRACKET ARM STREETLIGHT (BRACKET ARM STREETLIGHT TO BE REMOVED). 0 EXISTING FIRE HYDRANT TO REMAIN. 0 EXISTING TYPE 1 TRAFFIC SIGNAL TO REMAIN. 0 EXISTING TRAFFIC SIGNAL WITH SIGNAL ARM 0 TO REMAIN. 20 GRAPHIC SCALE 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. RESIDENTIAL 'ESL -6 4 EAST THIRD AVENUE KWIK SERVICE GAS STATION 3+50 4+00 1414 SAN MATEO RENTALS RETAIL 4+50 1456 CELL PHONE 1458 SHOE REPAIR SL -11 5+00 5+50 PARKING LOT 0 6+00 6+50 F— U w a cC w w O a w a U C/) F - w w CO z ^Q H 2 C9 J H w w H SURVEYED BY: CITY BOOK NO. DATE: DRAWN BY: DATE: CHECKED BY: DATE: SCALE: 1:20 PROJECT NO.: 460745 CASE 2 DRAWER 15 SET 53 E-1 OF 18 MOUNTING HEIGHT SIDEWALK CURB LIGHT POLE PULL BOX \,-\\ - DIRECT BURIAL CABLE GENERAL NOTES 24" F/C 4"X6-1/2" MIN, BAND HOLE 1-1/2" LOCATION SUBJECT TO APPROVAL TO CITY ENGINEER NO2 REBAR ALL AROUND 30" SQUARE OR 34" DIAMETER WITH TOP 6" OF BASE FRAMED 30" SQUARE MIN 18" 61-1 13" 12" AC, 6" CONCRETE 420-C-2000 4" SAND 1 1/2" CONDUIT W/2 NO8 COPPER 600V THW CONDUCTORS (ALTERNATE LOCATION) ALL AROUND (TYPICAL) 4-1" DIAMETER GALVANIZED IRON ANCHOR BOLTS - 40" LONG WITH 4" BEND 4" TOP OF BOLTS TOP OF BASE AND SW 560-C-3250 CONCRETE 1-1/2" CONDUIT (SWEEP ELL) COPPER WELD GROUND ROD 3/4" X 8'-0" 7-3/4" 1. EACH POLE SHALL HAVE A FUSED DISCONNECT INSTALLED IN THE NO. 3X PULL BOX LOCATED ADJACENT TO THE ELECTROLIER BASE. 2 ANCHOR BASE SHALL BE FINISHED AND CONFORM TO SLOPE OF EXISTING SIDEWALK. 3. MATERIAL AND CONSTRUCTION METHODS FOR STREETLIGHT SYSTEMS, INCLUDING CONDUIT, PULLBOXES, ETC. SHALL CONFORM WITH SECTION 85 OF THE CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION FOR LOCAL STREETS ANDROADS, JULY 2002 EDITION AND THIS DRAWING. 4. ALL STREETLIGHT EQUIPMENT (POLES, LIGHTS, FOULNDATIONS, ETC.) TO BE FURNISHED AND INSTALLED BYB THE CONTRACTOR. 19"±- 15° A b 00 STREET LIGHTING HIGH VOLTAGE 00 2-1/2" N. N. INSCRIBE "TRAFFIC SIGNAL" WHEN CONTAINING SIGNAL CABLE OMIT FOR LOW VOLTAGE CIRCUITS Cu \\i\\> . i\\7 n„ n \\iW/ +I PRECAST REINFORCED CONCRETE _J_\.� z COPPER GROUND ROD 8' LONG to. WA. IBS ea - 440i 4Vi �Ti•- , , " Vi • 41, rAti. are u n - DRAIN' fit CLEAN CRUSHED Lv R❑CK ,Mei / / \\i\ fr ''//\ A/7 SIDEWALK GRADE PRECAST REINFORCED CONCRETE SEAL WITH MORTAR POURED IN FIELD EXTENSION FOR BALLAST ROOFING PAPER K STANDARD NO. 3-1/2 (EXTENDED) PULL BOX INSTALLATION 44.92 3" 4.12"" O.D. 12' - 0" ALLOY 356-T6 3" TENON (2 1/2" SCH. 40 PIPE X4" LONG) ALLOY 6063-T6 FACTORY TO PROV DE THERMOSET POLYESTER POWDER COAT FINISH GREEN RAL 6012 PER HAPCO SPECIFICATION 73737-144 (ORDER 86536P144) / TAPERED ALUM. FLUTED TUBE 0.125" WALL ALLOY 6063-T6 17" DIAMETER DOOR.. BASE OUTLINE 10" DIA. CLEAR OPENING ANCHOR BOLTS: 5.45" O.D. (4) 1 "-8NC GALV. STL. ANCHOR BOLTS, AASHTO M314-90, GRADE 55, 10" OF THREADED END GALV. PER ASTM A153. (4) 1 "-8NC GALV. STL. HEX NUTS. (4) 1"-GALV. STL. LOCKWASHERS (8) 1 "-GALV. STL. FLATWASHERS DECORATIVE (YORK 17") CAST ALUM. PEDESTAL BASE ASSEMBLY, ALLOY 356-T6 (PN81115) WITH DOOR AND STAINLESS STEEL SCREWS. GROUND LUG (41740-002) WELDED INSIDE OPPOSITE DOOR 11" DIA. BOLT CIRCLE TO FIT 1" ANCHOR BOLTS. ORNAMENTAL POLE DETAIL NOT TO SCALE (12' STANDARD) CAST DECORATIVE FINIAL (RAL 6012) PRISMATIC POLYACRYLIC REFRACTOR GLOBE (TYPE I I I OPTICAL) CAST ALUMINUM FLOWER BLOCKS (RAL 6012) DECORATIVE ALUMINUM BAND (RAL 6012) CAST ALUMINUM CAGE LEGS (RAL 6012) TYPE I I I UV STABILIZED POLYCARBONATE PRISMATIC REFRACTOR GLOBE. NOTCH AT BASE DENOTES STREET SIDE OF REFRACTOR. INSTALL BALLAST ENCLOSURE WITH DOOR FACING STREET SIDE. DIE-CAST ALUMINUM GLOBE HOLDER DIE-CAST WEATHERPROOF BALLAST ENCLOSURE W/ TOOLESS ENTRY ACCESS DOOR. TWIST -LOCK PHOTO CONTROL RECEPTACLE (EYE BY OTHERS) 3" I.D. x 3" DEEP SLIP FITTER STAINLESS STEEL FASTENERS (SPECIFY ALLEN NOTE: MEDIUM BASE LAMP TO BE CLEAR. ADCO S/55/f 0 L V \A RH NOT TO SCALE CASE 2 0 r w` C cn w0 EAST THIRD AVENUE SIDEWALK AND STREETSCAPE IMPROVEMENTS PROJECT F L LJ LLJ v J J_ L1J 0 w 0 DRAWN BY: H 0 CHECKED BY: PROJECT NO.: 460745 DRAWER 15 SET 53 E-2 OF 18 W 0 P;\Prplera\Z004\D4116\dw9\3b S 4' COMPACTED SUBGRADE NOTES: 1. VARIES, AS SHOWN ON PLANS PERIMETER FRAME FOR TREE GRATE SEE DETAIL 2 SLOPE: 1/4" PER FOOT CLASS 2 AGGREGATE BASE AT 95% RELATIVE COMPACTION OR AS APPROVED BY THE ENGINEER TYPE "A" FOR EXPANSION JOINTS, WEAKEND PLANE JOINTS AND SCORING, SEE "MISCELLANEOUS DETAILS - CURB, GUTTER, AND SIDEWALK" STD. 3-1-141C. 2. 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. 3. CONCRETE SHALL CONTAIN 1LB OR 1PT OF LAMP BLACK PER CU. YD. 4. CURB AND GUTTER TO BE POURED MONOLITHIC UNLESS APPROVED BY CITY ENGINEER, 2,,8" BATTER: 1" PER FOOT 24" MIN. * EXISTING A.C. PAVEMENT CURB GRADE 4'-0" WIDE-►{ 12 Ira F COLD PLANE DEEP LIFT A.C. BATTER: 1" PER FOOT 520.0-2500 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. O CITY STANDARD TYPE A CURB, GUTTER AND SIDEWALK N.T.S. NOTES: I. 3111 II 3-1-101 1121_L _'FLLL 560-L---3256 LLINL. SLAP. ) s/ No - l/8" 1. CONCRETE SLAB AROUND C SHALL BE A CONCENTRIC CIR STREETS. 2. CONCRETE SLAB AROUND C SHALL BE SQUARE AND FOR WITH LUMBER IN EASEMENTS 3. TAPER "SHELF" 1/2" PER FOO TOWARDS CHANNEL. Call Two Working Days Before You Dig! TING LE IN eTING ED (2 C,' MIN ,6G -C-3250 (PI TUPS II IN Ni ACT) SECTIONAL ELEVATION SECTION A -A ENGINEERING DEPA STA MENT CALIFORNIA 94403 DARD PREC 4 T CONCENTRIC MANHOLE DATE 2002 DRAWN P BY CHECKED BY OC APPRO CITY ENGINEER CASE DRAWER 1 SET 104 1STANDARD PRECAST CONCENTRIC MANHOLE N.T.S. 1-800-227-2600 frer Retraining curb if sage NOTES _.� A; C Retaining cu A 150 ram - of Soakmaste at -' B. Case A (� Typ 1. As site conditions dictate. smay 150 mm .��, 7, m through Case G cum ramps may be used 5dewok E (8") Typ _ I m ^ "''"`^"Ik 5'-0 Mn for comer installations similar to See Notes 5-0 M^' --- nose shown In Detail A and Detail B. The ' 10 and 11 case al curb ramps used in Detail A do Ikle T 8.33% Sidewak 2%Mox not have to be the same. Case Anmugn 5deralk Case G be 9_29-04 r_ - - Front Nm S Met '::; curb tamps also may used at mid block as site conditions K' P�'� ;� M agt ., See T Mote ;. . 3 dictate. 2. If distance from curb roback of Trio-_Lttors �I ^Cnranb or oK/cuor "? "" Yes accu oawrwlererwe � ' sax''w ray Darr?: aMst. ':'" c1.'"::" :: .`,:: )�',.8 x•`.:::: sidewalk Is too short to accommodate lease-rarail Dptblbris pot aY//er4rlaar _--_ ramp and 1.22m(4'81platotm (landing) as shown in Case A, the To accompany Warn dotal at cob { at curb r^^ Front edge - C. sea sidewalk may be depressed longitudinally In Casa 8, be in Ceara 0, of aidewdk 10 and I I Note 7 as rant or may widened m eeddgqea of al curb : » pd : at curb CASE C sidewalk 3. When ramp Is located center of curb return, crosawaik configuration must be A similar tonal el shown for Detail B. "(4)-0 tern See Notes - 10 and 1 1 4. As the the eared CASE A B' site conditions dictate, retaining curb side and Sidewalk E5 K* EC4 ' Sidewalk side of the Case G ramp shall be constructed In reversed position. W CASE B See Note 7 `n Fr Sete N IA et 5. H looted on a curve, the skies of the ramp need not be parallel, -%o1 7 3 IOF Mon but the minimum width al to ramp shall be 1.22m(4'L'). A' ' r =-\. at art 6. 2002 RE\ yp/ Side slope ramp eamavary uniformly emadmen of loan SldBwolo 3 44 _See Hotes F f tj. , see Note 7 10 oM 11 `J1 T g, �.b 150 mm 150 mm (g� Typ (8� Typ ES� confor sidewfrom edge slope adjacent to lop of edge lofie the rap, conform In longtiudinal Case \ k No romp, except In Case C and Casa F. '" T. The be 300 NoteT t "' Retaining Curb (both S curb ramp shall outlined, asshown, with a mat (121 wide ae border with mm( 114') grooves approximately 20 mm 1314') on = 10% Max ��= p " center. See grooving detail. � eFaOmdaaeme M of curb sides of ;) CO -- T romd4walk� IT \\, u� MaxA 8. Trenstons from ramps to walks, gutters or streets shall be flush of iD DUAL UNITS STD. PLAN RSP MBA ^S See Notes Front (4 kTh and 11 t0 Retaining '(4-0 ma �' See Notes 10 g. Nexland mum slopes of adjoining cram, the road surface Immediately to the curb ramp and continuous to be curb ramp 10% Max at curb_ .m3 ;a : 10% Nat Planting at curb. 0fB0 - p i edge of - adjacent passage sidewalk - A shall not exceed 5 percent within 1.22 m 14'-0') of the top or CASE F bottom of tae curb ramp. , - Retaining 600 mm (241 CASE G -�� Curb ( ybogm fides $0e Note 4 10. Curb ramps shall have a detectable warning surface that extends e, __, A'. 1.7( m See Notes 10 Curb width and 914 mm 1T -0m tipih of no ramp. Detectable "(4'-0'',, Min and 11 tame) �`(4-O-1 122 MN _ ,• A;' 150 mm (61 Typ Wthe anting - - 11.5 mm Warning Surfaces shall conform to the details on Ihla plan and the 5 (02D i 10.45 - A \ TOR Die roeulramenk In the Special Pmvlelona. CASE D CASE E , EO7 I II. The edge of the detectable warning surface nearest to street be between 150mm(61 205mm(8") from to 23 mm shall end gutter 1.91 &vane. c- 4a, Dice E3 5dawWk (1-. O T 12. Sidewalk and ramp thickness, shalt be 90 mm (3112")minimum. w RAISED TRUNCATED DOME us- (N) mm (3/4 (�`, - - 6 mm 13. Utility pull boxes, manholes, vaults and all other utility facilities (1/4 ��- , cup map Y ,-42 mm (1.66') within the of the curb ramp will be relocated or owner prior to, arin conjunction with, .a.- eerier to cadjusted to urb ramp construction. center spacing GROOVING DETAIL l✓•' c+ 0 14. For retrofit conditions, mmoval and replacement of curb apron to 0 will be et the Contractor's option, unless oiherw4e shown on 1 plans. ® 0 Pmlacl limitof pay ; m / OO OO , sea Rounded (4•2011.22 uie - ii (2.35 1 ,-.J"` - 600 mm (24') Straight Curb Note 14 apart Note �------I GpsawralkMprovided _ RAISED TRUNCATED DOME • lyd a / PATTERN (IN -LINE] NNotote 9 - RETROFIT DETAIL DETAIL B bathos curb and Won, DETECTABLE TYPICAL ONE -RAMP SAS Dr CALIFORNIA Sidawak WARNING SURFACE STATE , OF TRNCSORTAIDI CORNER INSTALLATION See Note 10 CURB RAMP DETAILS See Notes I and 3 Gutter ewliro T at rem TOP P 1.22 m These "Standard Plans for Construction of Local Sheets and Roads' contain unite P^`6- Rounded ,; 4-0 Mohr- in two systems of measurement International System of Units (SI or "metric') Sas Note 9 and United States Standard Measures shown in the The Retaining curb Top of ramp if nceessory T pamnneses(). • 8.33%Max Max T nteercchangeable.See the expressed 'Forewordat the n the two abeginng oere not f this necessarily SECTION A -A Retaining NO SCALE P i nth Gutter 112 m. (4'-07 Mitt T flodine Rounded Cutts necessary ALL DIMENSIONS ARE IN I._I _ _ _ _Cm Crosswalk if provided _cps- flolrfine / l Ih r / MILLIMETERS UNLESS OTHERWISE SHOWN DETAIL A ' 8.33% Max 2% Max T , I RSP ASIA DATED 9.2004 SUPERSEDES RSP A68A DATED 03.1244M10 TYPICAL TWO CORNER INSTALLATION See Note 9 SECTION SE See 2% Max STANDARDP AN AaBA DATED JULY 1,2002-0AGE B]OF THE STANDAROP ANS BDON DATED JOLY 2002. -RAMP See Note 1 Deprma entire sidewalk as required Note 9 SECTION C -C REVISED DUAL UNITS STANDARD PLAN RSP A88A 83 N 3/8" L I 11 - TYPE "3" z FRAME 8, GRATE SEE NOTE 8 3 J II 3 6 PLAN II I I I 1-0, A F CURB FACE NORMAL GUTTER N -SET FACE CF ANGLE IN PLANE CURB ,- 560-B-3250 CONCRETE 3"- RADP LS 'SUBGRADE UNDISTURBED EARTH OR CRUSHED ROCK #4 BARS@ 12" O.C. EACH WAY (PLACE ONLY IF D>1' OTHERWISE NONE REQUIRED.) SECTION A -A CURB FACE OPENING 6' DEPRESS 2" BELOW NORMAL GUTTER St \--NORMAL GUTTER GRADE F Low (U f f DEPRESSION DETAIL (TO BE USED UNLESS OTHERWISE SPECIFIED) SEE NOTE 3 ::6.0-3-3250 NOTES: 1. FOR DETAILS OF FRAME GRATE, TYPE "3", SEE DWG. 3-1-125. 2. CONNECTION PIPES TO BE LOCATED ACCORDING TO PLANS AND BOTTOM OF BASIN TO BE SLOPED TO OUTLET. 3. WHERE CATCH BASIN IS USED AS AN OUTLET, ELIMINATE DEPRESSION IN GUTTER AND INSTALL FRAME AND GRATE IN PLANE OF NORMAL GUTTER OTHERWISE H=9". 4. TO BE USED ONLY AT THE DIRECTION OF THE CITY ENGINEER. ENGINEERING DEPARTMENT STANDARD TYPE E-3" CATCH BASIN CALIFORNIA 94403 DATE 2002 DRAWN BY PC CHECKED BY OC -- /C�f./ /vZ•i%.. CITY ENGINEER CASE 3 DRAWER 1 ® DRAINAGE BASIN N.T.S. SET 124 J O CURB RAMP DETAILS N.T.S. No. 48394 EXP. 6-30-06 Z O a_ U (n W O p� S 6 U BELLECCI & ASSOCIATES, w y Z J LLJ 0 LLJ W Q Ce H Q W STREETSCAPE IMPROVEMENTS PROJECT 0 co co ci Z Y CO 0 M re) (/1 (n N Lf) O z U W (K a CASE 2 DRAWER 15 SET 53 C-10 OF (g 2 1/2" CLR. 3"x1 1/2" T.S. 4" SQ. T.S. POST TYP. 14 GUAGE. NOTE: STREET LIGHTS & RAIL FENCE POWDER COATED WITH RAL 6006 "MOSS GRE BY TIGER DRYLAC (TEL: 1-909-930-9100) CAST IRON POST CAP - JULIUS BLUM & CO. INC. # 5640 TYP. \1/2" CLR. 3"x1 1/2" T.S. 14 GUAGE 2" DIAMETER HOLLOW STEEL BALL- J.G. BRAIN CO. # 84110 1" SQ. T.S. PICKET TYP. 0 5" 0.C. 16 GUAGE. 3" --`CLR. POST BOLTED TO CONCRETE, SEE STRUCTURAL ENG. DRAWINGS. 8' SIDEWALK 1/2" EXPANSION JOINT FILLER SIDEWALK 4-#4 CONT SECTION 1-1/4", TYP. BASE PLATE 5/8"X8"X8" WITH 13/16" 0 HOLES PLAN VIEW PEDESTRIAN GATE 4" SQ. T POST 14 GUAGE N" ORNAMENTAL (SEE LANDS N 1" CHAMFER (TYP) VARIES MFG NUILS: 1. RAILING SHALL BE HOT -DIPPED GALVANIZED TUBING. 2. ALL WELDS SHALL BE ARC WELDED W/SMOOTH CONTINUOUS BEAD AND ALL WELDS SHALL BE GROUND SMOOTH. REMOVE ALL EXCESS SPLATTER AND SLAG. 3. PRIME AND PAINT AS PER SPECIAL PROVISIONS. 4. RAIL FENCE TOP AND BOTTOM RAIL TO FOLLOW FINISH GRADE. FENCE POSTS TO BE PLUMB. CONTRACTOR IS RESPONSIBLE FOR HELD MEASUREMENT. 5. CONTRACTOR TO PROVIDE SHOP DRAWING FOR APPROVAL PRIOR TO FABRICATION. 4" TYP. ENCE POST PE PLANS) -SHRINK, -METALLIC UT (TYP) 5" O.C. ELEVATION O NAMENT FENCE FO NDATION WALL ORNAMENT STEEL FENCE N.T.S. LEGEND 1. 4' SQ. T.S. POST CAST IRON POST INC. #5640 TYP. 3. 4. 5. 6 1" SQ. STEE TUBIN T, HINGE, 2 PER GAT a THUMB LATCH FINISH SURFACE RUBBER BUMPER, NOTES HORIZONTAL RAII RECTANGULAR T ONTO FENCE RAILING SHALL B TUBING. ALL WEL WISMOOTH CONY SHALL BE GROW REMOVE ALL EXC PRIME AND PAINT RAIL FENCE TOP FINISH GRADE. FE E. CONTRACTOR ISI MEASUREMENT. F. CONTRACTOR TO APPROVAL PRIOR NOT TO SCALE NO SCALE P. 14 GUAGE AP - JUIUS BLUM 8 CO. 3"Xi 1/2" STEEL LING 14 GUAGE, CENTER INC, 16 GA. 5" 0.0. PER GATE HOT -DIPPED GALVANIZED S SHALL BE ARC WELDED IUOUS BEAD MD ALL WELDS SMOOTH. :SS SPLATTER AND SLAG. AS PER SPECIAL PROVISIONS. ND BOTTOM RAIL TO FOLLOW ICE POSTS TO BE PLUMB. ESPONSIBLE FOR FIELD 'ROVIDE SHOP DRAWING FOR TO FABRICATION. 2" DIAMETER HOLLOW STEEL BALL- J.G. BRAIN CO. # 84110 4 - 3/4" 0 ANCHOR BOLTS WITH NUTS AND WASHERS (ALL STAINLESS STEEL) ELEVATION HINGE LEGEND CAST IRON POST CAP - JULIUS BLUM & CO. INC. # 5640 TYP. 3"x1 1/2" STEEL RECTANGULAR TUBING 14 GUAGE. 1" S0. STEEL TUBING INC, 16 GA. 5" 0.C. 3"x 1/2" ST RECTANGULAR 14 GUAGE. BACK OF WALK DRIVEWAY t 9" S WEAKENED PLANE 30INT SEE 3-i- 41C 20' SAFF"Y ISLAND I ORNAMENT STEEL GATE DETAIL NOTES: GUTTER EGO E SIDEWALK WIDTH VARIABLE S _. = WALK 1/4 ' P 7 P='u_ G" CONC. DRP✓E `- COMPACTED S UEGRA GE APPROACH SECTION A -A 6' GUTTER WIDTH CURB GRADE 35' MAXIMUM DRIVEWAY APPROACH IDT,: 3' MIN BACK OF WALK A Lb , SEE 3__ ❑✓ DEIA__ NORMAL C_T. SLOPE vNOF \� 520 2 250 6" CLASS P AGGREGATE BASE AT 95X COMPACTION OR AS APPROVED BY THE ENGINEER 3' MIN. 2C SA`E'cK IS-AN2 TCP OF CURB 35' MAXIMUM DRIVEWAY WIDTH <KEr3 LANE JODVT \ DRIVEWAY SEE T I4IC7 Ti IL CCNC, CGIVLW AY APPREAC 2 LB a I-. Q CL 3' MIN. "X" CONCRETE GUTTER N PLAN ® COMMERCIAL DRIVEWAY APPROACH N.T.S. CLASS 2 A.B. SL 6" //, // /\//\//\/ FINISHED SURFACE / \\ \ \� ')\>-//>\3)/ \ \/ SUBGRADE BGRAD\\\/\/ / / �/ 4 P.C.C. $LAB SHALL BE 3 -SACK SLURRYi >\\\ CONCRETE 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 \ 9V\ :BACKFILL >\ V 6" TYP. O.D.+12" MIN. 6" TYP. 1. GATE SHALL MATCH THE DETAIL, FORM, COLOR AND MATERIAL SPECIFIED FOR THE FENCE. 2. GATE SHALL BE SELF -CLOSING AND SWING 180 DEGREES TOWARDS THE PRIVATE PROPERTY SIDE OF THE FENCE. ASSUME HINGES TO BE LOCATED ON WEST SIDE OF GATE, UNLESS FIELD CONDITIONS DICTATE OTHERWISE. FIELD VERIFY CONDITIONS AT EACH GATE AREA PRIOR TO SUBMITTING SHOP DRAWINGS. 3. MODIFY FENCE POST AS REQUIRED TO ACCEPT AND SUPPORT GATE INSTALLATION REQUIREMENTS. AT FENCE POST WHERE GATE IS MOUNTED, INCREASE CONCRETE FOOTING SIZE BY 33%. 4. PROVIDE COMPLETE SHOP DRAWINGS FOR ALL GATES. 1. THUMB LATCH, COLOR TO MATCH GATE FRAME, 3 314"X314"X3116" FLATBAR BRACKET, CUT TO SHAPE, EASE ALL CORNER t. FLATBAR BRACKET, COLOR TO MATCH GATE FRAME, 1314"X1 114"X3116" WELDED TO GATE FRAME AND HINGE 2. PINTLE, COLOR TO MATCH GATE FRAME, 318" DIA. BENDED TO SHAPE. WELDED TO POST 3. HINGE, COLOR TO MATCH GATE FRAME, 111" INSIDE DIA. METAL SLEEVE. WELDED TO FLATBAR BRACKET 4, GATE FRAME 5. POST 6. RUBBER BUMPER, 1" DIA, HALF SPHERE SHAPE COLOR TO MATCH POST, GLUED TO POST NOT TO SCALE ELEVATION LATCH SECTION ® CONCRETE TRENCH DETAIL N.T.S. LEGEND 2. 314"X1/2" (WHEN FOLDED) METAL HINGE 3116' THICK, WELDED TO GATE FRAME AND THUMB LATCH 3. LOCK, 3116" FLATBAR BRACKET BENDED TO SHAPE, COLOR TO MATCH GATE FRAME, WELDED TO POST 4. POST 5. GATEFRAME NOT TO SCALE BACK "F c SIDEWALK CONCRETE SIDEWALK BACK OF CU "- CURB LINE NOTES: 1: WHEN EXISTING CONCRETE IMPROVEMENTS ARE TO BE REMOVED AND REPLACED WITH NEW DRIVEWAY THEY SHALL BE CUT WITH A CONCRETE SAW. 2: PROVIDE A SAFETY ISLAND WITH NOT LESS THAN 20' OF PARKING AREA BETWEEN DRIVEWAYS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 3: IF EXPANSION JOINT FALLS IN DRIVEWAY, PLACE IN CENTER BETWEEN CURB CUTS. 4: W = WIDTH OF DRIVEWAY ' 5: CONCRETE SHALL CONTAIN 1 LB. OR 1 PT. OF LAMP BLACK PER CUBIC YARD. 6: 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. .74 0.5 X E NOTE: 35'-D" (MAX) NO DRIVEWAY SHALL BE CONSTRUCTED WITHIN THREE FEET OF ANY CURB RETURN. i SAW CUT (TYP.) 6" O.D. + 12" MIN. O.D. + 24" MAX. (PAY LIMITS FOR IMPORT MATERIALS AND PAVING) 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. 6" RELATIVE COMPARISON UNIMPROVED AREAS 0 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. JETTED JETTED 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 = 1 J = Co Backfill Materials O Street 3 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 Quany Fines or Sand for V.C.P. O Vibrated Concrete Quarry Fines or Sand 'rushed Aggregate Base or Approved Native Material, except Quarry Fines or Sand for V.C.P. O V brated Concrete Quarry Fines or Sand V or Drain Rock brated Concre e Quarry Fines or Sand or 3/4" max. crushed rock ENGINEERING DEPARTMENT DATE 2002 DRAWN BY PC STANDARD TRENCH DETAIL CHECKED Br OC APPROVileated ED CITY ENGINEER CASE 3 CALIFORNIA 94403 DRAWER 1 SET 153 ® STANDARD TRENCH DETAIL N.T.S. Call Two Working Days Before You Dig! 1-800-227-2600 a H 0 W 0 Lx a Co W CD CL a Q 0 N 1-- W W ix Co U DRAWER 15 t 6 NO.: 460745 ZU W 3 a. SET 53 C-11 OF \