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Home My WebLink About2644-11414 1412 1410 1408 1406 24 BACKFILL MATERIALS SHALL BE VERIFIED BY CONTRACTOR AND APPROVED BY PUBLIC WORKS INSPECTOR PRIOR TO THE PLACING OF ANY PERMANENT PAVEMENT. W 25 CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE TRAFFIC CITY z.J ENGINEER. > 26 CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. a 27 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK 0 - _ SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 0 � z 28 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE BASE a COURSE OF PAVEMENT HAS BEEN CONSTRUCTED AND BEFORE THE FINAL PAVING CAP HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA. 29 CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS IN PLACE WHETHER SHOWN OR NOT SHOWN ON MILLER AVENUE PLANS. PRIOR TO REMOVAL OF ANY SURVEY MONUMENTS A CORNER RECORD SHALL BE FILED WITH THE COUNTY SURVEYOR'S OFFICE. THE DISTURBED OR REMOVED MONUMENTS SHALL BE RESET BY A CALIFORNIA LICENSED LAND SURVEYOR OR CIVIL ENGINEER AND CORNER RECORDS SHALL BE FILED WITH COUNTY SURVEYOR'S OFFICE FOR RECORDATION. INDEX MAP 30 A SEPARATE PERMIT SHALL BE OBTAINED FROM ENGINEERING DIVISION FOR STORING MATERIAL IN PUBLIC NO SCALE RIGHT-OF-WAY. 31 CONTRACTOR SHALL BE REQUIRED TO MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. ALL TRAFFIC CONTROL SIGNS AND DEVICES SHALL BE IN PLACE TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER PRIOR TO START OF ANY WORK IN THE PUBLIC RIGHT-OF-WAY. — — _Z -.EXISTING STREET SURFACE — _ _ — — — N OTE: NEW 27"G STORM 1. THE WATER DEPARTMENT SHALL LOWER OR CONSTRUCT "U" TUBE FOR 6" WATER MAIN OR DRAIN EX. 6" GAS MAIN & 2" GAS ANY OTHER WATER MAIN INTERFERING FOR CONSTRUCTION OF STORM DRAIN. THE CONSTRUCTION MAIN TO BE LOWERED BY COST SHALL BE PAID BY THE DEVELOPER. — — — — — — — — — — —Y4O — — — - ---- -------- THE GAS COMPANYTOCONSTRUCT NEW 2. THE GAS COMPANY SHALL LOWER THE 6" & 2" GAS MAIN TO CONSTRUCT THE STORM DRAIN. 1409.05 TOP 19.77 INV STORM DRAIN THE CONSTRUCTION COST SHALL BE PAID BY THE DEVELOPER. — — — — — —— — — — — — — — — — — 3 ALL CONSTRUCTION WORK FOR UTILITIES ON BASELINE AVENUE AND SIERRA AVENUE MUST BE YLX. 10" WATER MAIN & 14 1/2" WATER MAIN COORDINATED WITH CITY TRAFFIC ENGINEER PRIOR TO START OF WORK. DETAIL �C SCALE: H&V 1"=4' NOTE: CONSTRUCT "U" TUBE FOR 10" & 14 1/2" WATER MAIN IF INTEREFERES WITH THE CONSTRUCTION OF STORM DRAIN. NOTES: LEGEND EA 5 RELOCATE EXISTING BUS STOP SIGN ---------------------------- 1. TYPICAL SPACING TO BE NOT LESS HIGHLAND 50 FEET AV. NOR MORE THAN 300 FEET. DISCONNECT AND REMOVE EXISTING SIGNAL LIGHT AND POLE (BY TRAFFIC SIGNAL CONTRACTOR) 1 EA 2. ORNAMENTAL STREET LIGHT POLES ui BE MARBELITE 9 OR APPROVED EQUAL. ui EA G GAS MAIN 3. THE LUMINAIRE SHALL CONSIST OF STREET IMPROVEMENT PLANS GENERAL NOTES HEAD Q CUT-OFF LENS ON A 6 -FOOT LONG MAST Q 1416 W WATER MAIN 30 FEET HIGH. _/—EXISTING STREET SURFACE - EA Q Q BASE LINE 170 AV. 15 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. DWG. # 105 A -------------------- S_ SEWER MAIN 1fi 1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS FOR PUBLIC WORKS LF 17 CONSTRUCT MODIFIED DRIVEWAY APPROACH PER CITY STD. DWG. # 102-C R AS SHOWN ETC — ELECTRICAL, TELEPHONE & SF CONSTRUCTION (GREEN BOOK), LATEST EDITION AND CITY OF FONTANA STANDARD SPECIFICATIONS. RELOCATE EXISTING TRAFFIC PULL BOX (BY TRAFFIC SIGNAL CONTRACTOR)------------- 1 EA 19 CONSTRUCT CONCRETE HEADWALL STRUCTURE PER DETAIL AS SHOWN ON SHEET 1 ------- 1 EA 20 CABLE TV MAIN DRIVEWAY AREAS ------------------------------------------------- MILLER w 21 AV. 1 EA ® WATER METER 2 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO NOTES 6 AND 7 ----------------------------- 17050 SF p w SAWCUT AND REMOVE EXISTING A.C. PAVING TO FEATHER OVER FOR SMOOTH JOIN ------- LS 24 D SEWER MANHOLE LF 25 THE START OF ANY WORK WITHIN THE CITY LIMITS. 8 EA ~3 a. v� CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN NO 300-2 p w ,O, FIRE HYDRANT EA 2 STATIONING REFERS TO THE CENTERLINES OF THE STREET UNLESS WHERE OTHERWISE NOTED. -;. � FOOTHILL 28 BLVD SIGNAL CONTRACTOR )-------------------------------------------- STREET LIGHT EA 4 CURVE DATA REFERS TO THE FACE OF THE CURB. 0- Of 0 INSTALL STREET TREES PER LANDSCAPE PLANS ---------------------------- J EA 31 CONSTRUCT TRASH RACK PER A.P.W.A. STD. PLAN NO. 361-0 CSEE DETAILS 0A1 SHEETS 4'4 5)- - -1 EA 32 CONSTRUCT HANDRAIL PER A.P.W.A. STD. PLAN NO. 606-1 t SEE DETAILS ON SHEET3 4.45)------ 15 LF 3 Q Zlb SF A THRUST BLOCK 5 ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND � _W ARROW � � HWY 1 EA 52 CONSTRUCT 1" WATER METER WITH 1" SERVICE PER FONTANA WATER COMPANY DWG # 1 EA SIDEWALKS. CONSTRUCT 1 1/2" WATER METER WITH 1 1/2" SERVICE PER FONTANA WATER COMPANY DWG. #---------------------------------------- 1 p EDISON BOX 6 ACTUAL THICKNESS OF A.C. PAVEMENT AND /OR BASE COURSE MATERIAL FOR STREET STRUCTURAL SECTION ® EDISON TRANSFORMER SHALL BE RECOMMENDED BY A GEOTECHNICAL ENGINEERING REPORT AND SUBMITTED TO THE CITY OF VICINITY MAP ® EDISON SWITCH BOX FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. THE PROJECT DEVELOPER IS, IN GENERAL, REQUIRED TO BRING HIS HALF STREET SECTION FRONTAGES UP TO A 20 YEAR DESIGN LIFE BETWEEN SITE NO SCALE ® C.A.T.V. VAULT PROPERTY LINES, PLUS REASONABLE JOINS TO EXISTING PAVEMENT SUBJECT TO FINAL APPROVAL BY THE TREE CITY ENGINEER. WATER VALVE 7 PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN BY THE DEVELOPER'S GEOTECHNICAL ENGINEER AFTER COMPLETION OF ROUGH GRADING. SHOULD THE STREET CONSTRUCTION START MORE THAN THREE MONTHS AFTER THE PLANS ARE APPROVED, AND IF FIELD PAVEMENT CONDITIONS CHANGE: THEN THE DEVELOPER E'LY PL WOULD BE REQUIRED TO UPDATE THE DESIGN TO ACCOMMODATE ACTUAL FIELD CONDITIONS. SURVEY CENTERLINE 66' 8 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM UNDERMINING STREET 57, 9, IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS. 25.5 25.5' 40.5' 9 ALL UNDER GROUNDWORK SHALL BE COMPLETED PRIOR TO PAVING OF THE STREETS. 9' 9' VARIABLE WIDTH 10 ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE __- 2.5% 1� L-- 2.59, 3 1 .= 3% 2 16 2%_ WORK TO THE PLAN GRADES. -`" `� `-' =- 11 ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, FUTURE MEDIAN '' _ VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC., SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. 15 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. TYPICAL SECTION -SIERRA AVENUE NO SCALE 12 ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. S'LY PL 13 ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISH GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 66' 14 REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL NO. 129. 54' 12' 20' 20' 61 15 THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 9, 9, 22 16 RECORDED DRAWINGS SHALL BE PROVIDED BY THE ENGINEER TO THE CITY OF FONTANA. 2.45% 2.45%-2.9% 16 2% 2i — `- = -- 17 TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS. FUTURE MEDIAN 15 18 CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS, AND WHERE THERE IS TYPICAL SECTION -BASELINE AVENUE OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. NO SCALE 19 SOIL STERILANT REQUIRED UNDER ALL A.C. PAVEMENT. 20 NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 21 ALL UTILITIES COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. BASELINE AVENUE 22 ALL BACKFILL COMPACTION TO BE CERTIFIED BY SOIL ENGINEER. SEE SHEET 2 23 ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 1414 1412 1410 1408 1406 24 BACKFILL MATERIALS SHALL BE VERIFIED BY CONTRACTOR AND APPROVED BY PUBLIC WORKS INSPECTOR PRIOR TO THE PLACING OF ANY PERMANENT PAVEMENT. W 25 CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE TRAFFIC CITY z.J ENGINEER. > 26 CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. a 27 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK 0 - _ SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 0 � z 28 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE BASE a COURSE OF PAVEMENT HAS BEEN CONSTRUCTED AND BEFORE THE FINAL PAVING CAP HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA. 29 CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS IN PLACE WHETHER SHOWN OR NOT SHOWN ON MILLER AVENUE PLANS. PRIOR TO REMOVAL OF ANY SURVEY MONUMENTS A CORNER RECORD SHALL BE FILED WITH THE COUNTY SURVEYOR'S OFFICE. THE DISTURBED OR REMOVED MONUMENTS SHALL BE RESET BY A CALIFORNIA LICENSED LAND SURVEYOR OR CIVIL ENGINEER AND CORNER RECORDS SHALL BE FILED WITH COUNTY SURVEYOR'S OFFICE FOR RECORDATION. INDEX MAP 30 A SEPARATE PERMIT SHALL BE OBTAINED FROM ENGINEERING DIVISION FOR STORING MATERIAL IN PUBLIC NO SCALE RIGHT-OF-WAY. 31 CONTRACTOR SHALL BE REQUIRED TO MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. ALL TRAFFIC CONTROL SIGNS AND DEVICES SHALL BE IN PLACE TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER PRIOR TO START OF ANY WORK IN THE PUBLIC RIGHT-OF-WAY. — — _Z -.EXISTING STREET SURFACE — _ _ — — — N OTE: NEW 27"G STORM 1. THE WATER DEPARTMENT SHALL LOWER OR CONSTRUCT "U" TUBE FOR 6" WATER MAIN OR DRAIN EX. 6" GAS MAIN & 2" GAS ANY OTHER WATER MAIN INTERFERING FOR CONSTRUCTION OF STORM DRAIN. THE CONSTRUCTION MAIN TO BE LOWERED BY COST SHALL BE PAID BY THE DEVELOPER. — — — — — — — — — — —Y4O — — — - ---- -------- THE GAS COMPANYTOCONSTRUCT NEW 2. THE GAS COMPANY SHALL LOWER THE 6" & 2" GAS MAIN TO CONSTRUCT THE STORM DRAIN. 1409.05 TOP 19.77 INV STORM DRAIN THE CONSTRUCTION COST SHALL BE PAID BY THE DEVELOPER. — — — — — —— — — — — — — — — — — 3 ALL CONSTRUCTION WORK FOR UTILITIES ON BASELINE AVENUE AND SIERRA AVENUE MUST BE YLX. 10" WATER MAIN & 14 1/2" WATER MAIN COORDINATED WITH CITY TRAFFIC ENGINEER PRIOR TO START OF WORK. DETAIL �C SCALE: H&V 1"=4' NOTE: CONSTRUCT "U" TUBE FOR 10" & 14 1/2" WATER MAIN IF INTEREFERES WITH THE CONSTRUCTION OF STORM DRAIN. 1414 1412 1410 NEW 27"& RCP PIPE �� EXISTING 6" PKJN WATER MAIN. RELOCATE IF INTERFERES WITH THE CONSTRUCTION OF NEW STORM DRAIN. DETAIL SCALE: H &V 1"=4' 18" CURB & GUTTER- PAVEMENT-, CA LIGHT POLE GRASS/LANDSCAPING ' OR SIDEWALK STREET LIGHT LOCATION DETAIL NOT TO SCALE ADJACENT TO CURB SIG ALERT SECTION 4216/4217 OF THE GOVERNMENT REQUIRES A DIG ALERTIOENTIFfCATION NUMBER BE ISSUED BEFORE A PERMIT TO EXLAVLITE WILL BE VALID TOLL FREE I-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG PREPARED UNDER THE SUPERVISION OF: t C,4ao6_� 7-01-1712 INDER JIT CH UHAN R.C.E. 28466 DATE EXPIRATION DATE 03-31-2002 INDER ENGINEERING, INC. 1818 W. CHAPMAN AVE., STE. M ORANGE, CA. 92868 PHONE (714) 634-8270 FAX (714) 634-1337 1416 1415 1414 1413 1412 1411 1410 CONSTRUCTION NOTES & QUANTITIES ESTIMATE D SAWCUT AND REMOVE EXISTING A.C. DIKE --------------------------------- 310 LF OZ REMOVE EXISTING POWER POLE (BY SCE COMPANY) ---------------------- 3 EA O REMOVE EXISTING GUY WIRE ( BY SCE COMPANY )------------------------ 1 EA 4 NOTES: 1 EA 5 RELOCATE EXISTING BUS STOP SIGN ---------------------------- 1. TYPICAL SPACING TO BE NOT LESS THAN 50 FEET 2 NOR MORE THAN 300 FEET. DISCONNECT AND REMOVE EXISTING SIGNAL LIGHT AND POLE (BY TRAFFIC SIGNAL CONTRACTOR) 1 EA 2. ORNAMENTAL STREET LIGHT POLES SHALL BE MARBELITE 9 OR APPROVED EQUAL. 2 EA 10 REMOVE EXISTING CMP. -------------------------------------------- 3. THE LUMINAIRE SHALL CONSIST OF COBRA HEAD 110 CUT-OFF LENS ON A 6 -FOOT LONG MAST ARM, EXCEPT 1416 WHERE SIDEWALK IS ADJACENT TO CURB, 30 FEET HIGH. _/—EXISTING STREET SURFACE - EA 14 CONSTRUCT CURB RAMP PER CITY STD. DWG. # 104 A ------------------------ 170 1414 1412 1410 NEW 27"& RCP PIPE �� EXISTING 6" PKJN WATER MAIN. RELOCATE IF INTERFERES WITH THE CONSTRUCTION OF NEW STORM DRAIN. DETAIL SCALE: H &V 1"=4' 18" CURB & GUTTER- PAVEMENT-, CA LIGHT POLE GRASS/LANDSCAPING ' OR SIDEWALK STREET LIGHT LOCATION DETAIL NOT TO SCALE ADJACENT TO CURB SIG ALERT SECTION 4216/4217 OF THE GOVERNMENT REQUIRES A DIG ALERTIOENTIFfCATION NUMBER BE ISSUED BEFORE A PERMIT TO EXLAVLITE WILL BE VALID TOLL FREE I-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG PREPARED UNDER THE SUPERVISION OF: t C,4ao6_� 7-01-1712 INDER JIT CH UHAN R.C.E. 28466 DATE EXPIRATION DATE 03-31-2002 INDER ENGINEERING, INC. 1818 W. CHAPMAN AVE., STE. M ORANGE, CA. 92868 PHONE (714) 634-8270 FAX (714) 634-1337 1416 1415 1414 1413 1412 1411 1410 CONSTRUCTION NOTES & QUANTITIES ESTIMATE D SAWCUT AND REMOVE EXISTING A.C. DIKE --------------------------------- 310 LF OZ REMOVE EXISTING POWER POLE (BY SCE COMPANY) ---------------------- 3 EA O REMOVE EXISTING GUY WIRE ( BY SCE COMPANY )------------------------ 1 EA 4 RELOCATE EXISTING SPEED LIMIT SIGN AS DIRECTED BY CITY TRAFFIC ENGINEER 1 EA 5 RELOCATE EXISTING BUS STOP SIGN ---------------------------- 1 EA RELOCATE EXISTING NO STOPPING SIGN AS DIRECTED BY CITY TRAFFIC ENGINEER 2 EA SEWER: CITY OF FONTANA DISCONNECT AND REMOVE EXISTING SIGNAL LIGHT AND POLE (BY TRAFFIC SIGNAL CONTRACTOR) 1 EA FONTANA, CA. 92335 CONSTRUCT SIDEWALK DRAIN PER CITY OF FONTANA STD. DWG. # 124—A W=1.5', H=4" 1 EA 9 CONSTRUCT SIDEWALK DRAIN PER CITY OF FONTANA STD. DWG.# 124—A,WITH 2-4"DIA Cl PIPES 2 EA 10 REMOVE EXISTING CMP. -------------------------------------------- 180 LF 11 REMOVE EXISTING 2-18"X15" CMP AND TRENCH REPAIR PER CITY STD. DWG. # 131 110 LF 12 REMOVE EXISTING TREE ALONG WITH ROOTBALL, BACKFILL WITH 95% COMPACTION -------- 9 EA 13 REMOVE EXISTING PARKWAY DRAIN CULVERT AND CONCRETE STRUCTURE ------------- 1 EA 14 CONSTRUCT CURB RAMP PER CITY STD. DWG. # 104 A ------------------------ 170 SF 15 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. DWG. # 105 A -------------------- 2205 SF 1fi CONSTRUCT CONCRETE CURB AND GUTTER PER CITY STD. DWG. # 101, 8" CF ---------- 430 LF 17 CONSTRUCT MODIFIED DRIVEWAY APPROACH PER CITY STD. DWG. # 102-C R AS SHOWN AND PER DETAIL AS SHOWN HEREON ----------------------------------- 1300 SF 18 RELOCATE EXISTING TRAFFIC PULL BOX (BY TRAFFIC SIGNAL CONTRACTOR)------------- 1 EA 19 CONSTRUCT CONCRETE HEADWALL STRUCTURE PER DETAIL AS SHOWN ON SHEET 1 ------- 1 EA 20 CONSTRUCT 27"DIA RCP D-2000 STORM DRAIN PIPE AND SLURRY BACKFILL IN ROADWAY AND DRIVEWAY AREAS ------------------------------------------------- 325 LF 21 CONSTRUCT CURB INLET STRUCTURE PER CITY STD. DWG. # 121 W=4', V=4.60' --------- 1 EA CONSTRUCT 5"AC/6"AB MIN. WITH SS -1 SEAL COAT AND MC -250 PRIME COAT. SEE GENERAL NOTES 6 AND 7 ----------------------------- 17050 SF 23 SAWCUT AND REMOVE EXISTING A.C. PAVING TO FEATHER OVER FOR SMOOTH JOIN ------- LS 24 CONSTRUCT ASPHALT CONCRETE DIKE PER CITY STD. DWG. # 136 TO MATCH EXISTING ----- 130 LF 25 INSTALL TYPE 'F' MARKERS AS SHOWN. ---------------------------------- 8 EA 26 CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN NO 300-2 W=10.5',V=4.25' CSEE DETAILS ON SPIE-ETS 4- -f 5> - - - - - - - -------------------- 1 EA 2 CONSTRUCT 8" DIA PVC SCH 40 STORMDRAIN PIPE --------------------------- 270 LF 28 INSTALL TRAFFIC SIGNAL PER TRAFFIC SIGNAL PLAN DWG. NO. Z507 ( BY TRAFFIC SIGNAL CONTRACTOR )-------------------------------------------- EA 29 INSTALL STANDARD STREET LIGHT 22,000 LUMENS --------------------------- EA 30 INSTALL STREET TREES PER LANDSCAPE PLANS ---------------------------- 7.1v EA 31 CONSTRUCT TRASH RACK PER A.P.W.A. STD. PLAN NO. 361-0 CSEE DETAILS 0A1 SHEETS 4'4 5)- - -1 EA 32 CONSTRUCT HANDRAIL PER A.P.W.A. STD. PLAN NO. 606-1 t SEE DETAILS ON SHEET3 4.45)------ 15 LF 3 — PAYEE EXI 9T/A/0 PPAIM WITH 3.THCK /. C FAVIA119 Zlb SF WATER 50 ADJUST EXISTING WATER VALVES TO GRADE PER CITY STD. DWG. # 130 ------------- 3 EA 51 REMOVE AND RELOCATE EXISTING FIRE HYDRANT ----------------------------- 1 EA 52 CONSTRUCT 1" WATER METER WITH 1" SERVICE PER FONTANA WATER COMPANY DWG # 1 EA 53 CONSTRUCT 1 1/2" WATER METER WITH 1 1/2" SERVICE PER FONTANA WATER COMPANY DWG. #---------------------------------------- 1 EA _, PL @MODIFIED DRIVEWAY SECTION NOT TO SCALE KELOCATED Z41LEAD TIES EXISTI/UG RAlwo TIES I EX. OPEN DRAIN AC7 SECTION A -A SCALE: H&V 1"=4' REV. I REVISION DESCRIPTION 0, O w 0:2 ww X Q wn EX. AC PAVING PAVEMENT UTILITY NOTIFICATIONS WATER: SAN GABRIEL VALLEY WATER COMPANY GAS: SOUTHERN CALIFORNIA GAS COMPANY 11142 GARVEY AVENUE 16231 VALLEY BOULEVARD EL MONTE, CA. 91734 FONTANA, CA. 92335 (818) 448-6183 Attn.: LOU WESTFALL (909) 889-9711 SOUTHERN CALIFORNIS GAS COMPANY SEWER: CITY OF FONTANA TRANSMISSION DIVISION 8353 SIERRA AVENUE 2191 E. BIRCH STREET FONTANA, CA. 92335 BREA, CA. 92621 (909) 350-7640 (714) 529-2889 POWER: SOUTHERN CALIFORNIA EDISON COMPANY TELEPHONE: GENERAL TELEPHONE 7951 REDWOOD AVENUE 9000 HELLMAN AVENUE FONTANA, CA. 92336 RANCHO CUCAMONGA, CA. 91730 (909) 357-6231 (So. OF MERRILL) BREA, CA. 92621 (909) 357-6223 (So. OF MERRILL) (909) 945-3562 PACIFIC BELL 3939 E. CORONADO STREET ANAHEIM, CA. 92807 BREA, CA. 92621 (714) 999-5639 BENCH MARK ELEVATION = 1369.80 CIRCUIT # 2-25-72 PK NAIL IN POWER POLE NORTH EAST CORNER OF MANGO AND MILLER AVENUE. NOTE THE CONTRACTOR SHALL LOCATE ALL THE UTILITY LINES ALONG THE SEWER MAIN AND STORM DRAIN PRIOR TO START OF CONSTRUCTION OF SEWER MAIN AND STORM DRAIN. i f w 0 EXISTING wl � DRIVEWAY N ¢I / 22 • B 'f F N I / •� to 3 RELOCATED fAILIC�J�4 TIES Iw ��,/ ALL REINFORCING SHALL BE NO 4 BAR JI qt, LL BARS SHALL BE 12 HORIZONTAL w r AND VERTICAL Q u- ' m 01 CONCRETE SHALL BE I Ld ( - CILASS 'A' w ( ='' _ ' S E fl T/N0 RAIL ROAD TIES • PLAN VIEW w I SCALE ; HORZ. 1" = 2' 3Z' uj 33 22 HANDRAIL 32 I -- ------------- to 77i� EXISTING AC I I PAVING d- I TRASH RACK 31 I CP DP PE 5'-0» OE � pRAtN 2% MIN I GRA ", 40 - rR2 �.. 4 BARS Q 12 I r;.dax�4: HORZ. & VERT. 2r — Ott SECTION B -B SCALE HORZ. 1" = 2' HEAD WALL DETAIL CITY OF FONTANA, CALIFORNIA' DRAWN BY: SATPAL DESIGNED BY: INDER CHECKED BY: DATE ENGR. CITY DATE G7I G f PS PARCEL MAP N0. 15106 SCALE: IMPROVEMENT PLANS As SHOWN BASELINE AVENUE FROM 10+00 TO 12+74 DATE: SIERRA AVENUE FROM 7+10.50 TO 10+00 APPROVED BY: G� GATE: ?/•p�yE DRAWING NO.: � E� CITY ENGINEER R.C.E. 25126 2644 � 971625il