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HomeMy WebLinkAbout3890-1E Q1 SAWCUT & REMOVE EXISTING AC PAVEMENT 20 CONSTRUCT 8" AC OVER 6" CMB OVER NATIVE MATERIAL COMPACTED TO 95% Q3 COLDMIU_ EXIST 2" AC O4 CONSTRUCT AC OVERLAY ("T" VARIES) O5 PROTECT IN PLACE © REMOVE EXISTING Q7 RELOCATE EXISTING ® ADJUST TO GRADE Q9 CONSTRUCT 8" C&G PER CITY OF FONTANA STD. PLAN NO. 1003 10 CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF FONTANA STD. PLAN 1015 (WIDTH PER PLAN) 11 PLACE TYPE III BARRICADE PER MUTCD TRAFFIC CONTROL FIGURE 6F-7 1© CONSTRUCT PCC RESIDENTIAL DRIVEWAY APPROACH PER CITY OF FONTANA STD. PLAN NO. 1005 © CONSTRUCT PCC COMMERCIAL DRIVEWAY APPROACH PER CITY OF FONTANA STD. PLAN NO. 1005A ©4 CONSTRUCT DISCHARGE STRUCTURE PER CITY OF FONTANA STD. PLAN 124 0 CONSTRUCT 18" RCP CLASS III 2000D 1® CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO. 1006 © CONSTRUCT MASONRY RETAINING WALL PER APWA STD. 618-1 TYPE A INSTALL METAL HANDRAILING PER APWA STD. 606-1 TYPE A 19 TRANSITION FROM 18" GUTTER TO 24" GUTTER ® CONSTRUCT CONCRETE COLLAR PER APWA STD. 380-3 ® CONSTRUCT ALLEY ENTRANCE PER CITY OF FONTANA STD. PLAN NO. 107 ® CONSTRUCT 4" AC ON 90% RC NATIVE SOIL ® CONSTRUCT 8" CURB PER CALTRANS STD. A87 TYPE Al -200 "A" ® RELOCATE EXISTING SEWER CLEAN OUT TO BACK OF WALK PER FONTANA STD. 125 & 1258 ® INSTALL 4" VCP SEWER LATERAL TO BACK OF WALK PER FONTANA STD. PLAN NO. 125 & 125B AND INSTALL SADDLE CONNECTION TO MAIN UNE. ® REMOVE & REPLACE EXISTING STREET LIGHTS PER CITY OF FONTANA STD. PLAN NO. 1016. NEW STREET LIGHTS SHALL BE DECORATIVE MARBLEUTE OR APPROVED EQUAL, TO BE DONE BY SCE. ® FURNISH AND INSTALL #5 STREET LIGHT PULL BOX PER CITY OF FONTANA STANDARD PLAN NO. 143. PUL_ BOX TO BE LOCATED ON ONCOMING TRAFFIC SIDE OF POLES, ADJACENT TO BASE UNLESS SHOWN OTHERWISE. ® FURNISH AND INSTALL 1.5" SCHEDULE 40 PVC CONDUIT WITH PULL ROPE AS SHOWN, BURIED 30" AND PER EDISON SPECIFICATIONS. OVERHEAD WIRES TO BE REMOVED AND RETURNED TO SCE. ® CONSTRUCT CONCRETE BUS PAD PER APWA STD. 131-1 ® TRENCH PER CITY OF FONTANA STD. 131 3� CONSTRUCT TRANSITION STRUCTURE PER APWA STD. 342-1 MOD ® CONSTRUCT CONCRETE SQUASH BOX PER DETAIL ON SHEET 4 O1 SANDBLAST CONFLICTING STRIPING AND/OR PAVEMENT MARKINGS. O2 APPLY THERMOPLASTIC LANE UNE PER CALTRANS STD. DETAIL 14A. O3 APPLY THERMOPLASTIC CENTERLINE STRIPE PER CALTRANS STD. DETAIL 22. O4 APPLY THERMOPLASTIC RIGHT EDGE LINE PER CALTRANS STD. DETAIL 27B. O5 APPLY THERMOPLASTIC MEDIAN ISLAND PER CALTRANS STD. DETAIL 29. O6 APPLY CHANNEUZING LINE (THERMOPLASTIC) PER CALTRANS STD. DETAIL 38. O7 APPLY TYPE IV ARROW (THERMOPLASTIC) PER CALTRANS STD. PLAN A24A. O8 APPLY 12" SOLID WHITE CROSSWALK OR LIMIT UNE (THERMOPLASTIC) PER CALTRANS STD. PLANS, A24E. O9 APPLY PAVEMENT MARKING (THERMOPLASTIC) PER CALTRANS STANDARD PLAN A240. 10 RELOCATE EXISTING ROADSIDE SIGN COMPLETE AS SHOWN. 11 REMOVE AND SALVAGE EXISTING ROADSIDE SIGN. 12 INSTAL_ TWO-WAY LEFT TURN LANE PER DETAIL 32, CALTRANS STANDARD PLAN A20B. 13 APPLY PAVEMENT MARKING (THERMOPLASTIC) PER CALTRANS STANDARD PLAN A24C 14 APPLY THERMOPLASTIC 4" WHITE UNE PER CALTRANS STANDARD PLAN A20A. TRAFFIC a1 EXISTING TYPE 90 CONTROLLER IN 332 CABINET, CONTRACTOR TO REPLACE WITH CITY SUPPLIED TYPE "0" CABINET AND RELOCATE EXISTING CONTROLLER TO NEW CABINET PER MANUFACTURERS SPECIFICATIONS F2] EXIS77NG TYPE Ill -CF SERVICE ENCLOSURE, CONTRACTOR TO REPLACE WITH TYPE 111 -BF SERVICE PEDESTAL. 3❑ EXISTING 3" PVC SERVICE CONDUIT. CONTRACTOR SHALL PROTECT IN PLACE. F41 REMOVE AND SALVAGE EXIS77NG POLE TO CITY YARD, REMOVE FOUNDATION COMPLETELY, BACKFILL TO 95X COMPACTION. 51 FURNISH AND INSTALL SIGN ON MAST ARM PER CALTRANS STANDARD PLAN ES -7N, DETAIL U. © RELOCATE EXISTING UNIDIRECTIONAL SINGLE CHANNEL OPTICOM DETECTOR MODEL 711 OR APPROVED EQUAL PER DETAIL 'B" INSTALLATION MUST BE PER MANUFACTURERES SPECIFICA77ONS AND AS DIRRECTED BY THE CITY TRAFFIC ENGINEER. D INSTALL NEW POLES AS INDICATED ON EXISTING FOUNDATIONS Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VAUD FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT 1-800 227-2600 CITY OF FONTANA STREET IMPROVEMENT PLANS FOR FOOTHILL BLVD. AT ALDER AVE. © coNSMr-7 NEW COM NEIPC(Pt, VQ\/EDJA*f FM Grid cF f7ONTANA DETAIL 1002 W= 2a ® I N`A1.L 01500 W MSN NP5V 'Fgk CITY STD. 4o4 ®N5T cfLk_-T NEW C tAM3;ZclH_- 9J,)V6W#,Y r -6p- C rc of r-CNTANi*, D$TA%L_ IC0*2_ W 3rJ ® 1IyS1_P%LL 4 DUCTILE IRON PIKE © INT7�,ta-- CURP PRA IN IM cl'VY of fAN,4 STb. 3x02 THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID UNES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREIN, AND FOR ANY DAMAGE OR PROTECTION OF THESE UNES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (U.S.A.) PHONE 1-800 227-2600 TWO (2) WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VAUD INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE US DEPARTMENT OF LABOR AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS". THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR OR SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. MELVIN W THATCHER, III r Exp•�1/11 00re 1969 S1oN I ONLY 3/29/10 VK: MY MAP NTS RECORD DRAWING " Y/ -/ V 'v- LOFESSIONQ THE INFORMATION ON THIS DRAWING IS OBTAINED �\ �. Mo ti�Fy FROM OTHERS AND MUST BE VERIFIED PRIOR TO IR °s c USE OR CONSTRUCTION. THE CITY OF FONTANA, r}� g64 IS NOT RESPONSIBLE FOR UNDERGROUND FACILITY ' No. 1I LOCATIONS OR DEPICTIONS. ALL ABOVE GROUND DP. FACIU71ES CAN BE READILY SEEN AND VERIFIED BY THE PARTIES THAT INTEND TO USE THEM. �OF C A -\� EMENCHMW: BENCHMARK 7-10 AT N/W COR. FOOTHILL AVENUE AND ALDER BLVD, 39' N. OF FOOTHILL, 48' W. OF ALDER, 1' W. OF A 3'X3.5' STORM DRAIN DROP INLET, IN TOP CURB; 1 MI. E ALONG FOOTHILL BLVD. FROM SIERRA AVE. ELEV.: 1314.515 BAW OF BEAMM THE BEARING OF NW13'20"W AS SHOWN FOR THE CENTERLINE OF ALDER ON MAP OF TRACT NO. 6906, M.B. 87/36-37 WAS USED AS THE BASIS OF BEARING. SHEET INDEX SHEET 1 TITLE SHEET SHEET 2 GENERAL NOTES r SH ET 3 lXiJCLIIVC r[V/1U SHEET La, M( DETAIL SHEET /5\ 1 SHEET Z w BW BACK OF WALK a Z w TO STA. 15+50 uj PROJECT Q FOOTHILL BLVD. PLAN & PROFILE STA. 15+50 TO STA. 20+00 =_ ILOCATIO FOOTHILL BLVD. PLAN & PROFILE STA. 20+00 L Q N ALDER AVE. PLAN & PROFILE STA. 41+25 TO STA. 44+50 SHEET FOOTHILL BOULEVARD STA. 46+09.49 SHEET 10 9r2m VINE CT ECR SHEET 11 TRAFFIC SIGNAL MODIFICATION PLAN ELEVATION GUY WIRE EP a= w 5 EXIST EXISTING C � cn FIRE HYDRANT GAS VALVE w FLOW UNE ELEVATION POWER POLE W/LIGHT FS W ii GB GRADE BREAK SIGN W/POST GV GAS VALVE 16 HOR _J MERRILL AVENUE Z HIGH POINT POWER POLE a HEADWALL THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID UNES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREIN, AND FOR ANY DAMAGE OR PROTECTION OF THESE UNES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (U.S.A.) PHONE 1-800 227-2600 TWO (2) WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VAUD INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE US DEPARTMENT OF LABOR AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS". THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR OR SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. MELVIN W THATCHER, III r Exp•�1/11 00re 1969 S1oN I ONLY 3/29/10 VK: MY MAP NTS RECORD DRAWING " Y/ -/ V 'v- LOFESSIONQ THE INFORMATION ON THIS DRAWING IS OBTAINED �\ �. Mo ti�Fy FROM OTHERS AND MUST BE VERIFIED PRIOR TO IR °s c USE OR CONSTRUCTION. THE CITY OF FONTANA, r}� g64 IS NOT RESPONSIBLE FOR UNDERGROUND FACILITY ' No. 1I LOCATIONS OR DEPICTIONS. ALL ABOVE GROUND DP. FACIU71ES CAN BE READILY SEEN AND VERIFIED BY THE PARTIES THAT INTEND TO USE THEM. �OF C A -\� EMENCHMW: BENCHMARK 7-10 AT N/W COR. FOOTHILL AVENUE AND ALDER BLVD, 39' N. OF FOOTHILL, 48' W. OF ALDER, 1' W. OF A 3'X3.5' STORM DRAIN DROP INLET, IN TOP CURB; 1 MI. E ALONG FOOTHILL BLVD. FROM SIERRA AVE. ELEV.: 1314.515 BAW OF BEAMM THE BEARING OF NW13'20"W AS SHOWN FOR THE CENTERLINE OF ALDER ON MAP OF TRACT NO. 6906, M.B. 87/36-37 WAS USED AS THE BASIS OF BEARING. SHEET INDEX SHEET 1 TITLE SHEET SHEET 2 GENERAL NOTES r SH ET 3 I ONS ASPHALT CONCRETE SHEET 4A DETAIL SHEET /5\ 1 SHEET 4 DETAIL SHEET BW BACK OF WALK EXIST. SEWER MANHOLE I LVD. PLAN & PROFILE STA. 11+15 TO STA. 15+50 SHEET 6 FOOTHILL BLVD. PLAN & PROFILE STA. 15+50 TO STA. 20+00 SHEET 7 FOOTHILL BLVD. PLAN & PROFILE STA. 20+00 TO STA. 22+13.70 SHEET 8 ALDER AVE. PLAN & PROFILE STA. 41+25 TO STA. 44+50 SHEET 9 ALDER AVE. PLAN & PROFILE STA. 44+50 TO STA. 46+09.49 SHEET 10 SIGNING & STRIPING PLAN ECR SHEET 11 TRAFFIC SIGNAL MODIFICATION PLAN ELEVATION E- --a- 0 s W_ —G- - CAT —CAN — OE UT PROPOSED PVC CONDUIT A86FEVIATIOM AC ASPHALT CONCRETE RIGHT-OF-WAY AVE. AVENUE 1 BCR BEGIN CURB RETURN CENTERLINE BW BACK OF WALK EXIST. SEWER MANHOLE CL CENTER LINE CY CONST CONSTRUCT EXIST. STORM DRAIN GRATE CF CURB FACE WATER VALVE C&G CURB & GUTTER 7 CMB CRUSHED MISC. BASE WATER METER DWG DRAWING BENCH MARK DWY DRIVEWAY Remove Existing AC Berm ECR END CURB RETURN FIRE HYDRANT ELEV ELEVATION GUY WIRE EP EDGE OF PAVEMENT 5 EXIST EXISTING Remove Street Light FH FIRE HYDRANT GAS VALVE FL FLOW UNE ELEVATION POWER POLE W/LIGHT FS FINISH SURFACE ELEV 7110 GB GRADE BREAK SIGN W/POST GV GAS VALVE 16 HOR HORIZONTAL UGHT POLE HP HIGH POINT POWER POLE HW HEADWALL Remove & Replace Existing Planter LIP LIP OF GUTTER MAILBOX LP LOW POINT EXISTING SEWER LINE (PIP) LT LEFT EXISTING WATER LINE (PIP) MB MAILBOX Relocate & Maintain Existing Mailbox MOD. MODIFIED EXISTING GAS LINE (PIP) EXISTING CAN LINE (PIP) EXISTING OVERHEAD ELECTRICAL LINE (PIP) EXISTING UNDERGROUND TELEPHONE LINE (PIP) COLDMILL & CONSTRUCT AC OVERLAY ("T" VARIES) CONSTRUCT 8" AC OVER 6" CMB OVER NATIVE COMPACTED TO 957. REMOVE EXISTING AC PAVEMENT 1 Mobilization 1 LS 2 Traffic Control 1 LS 3 Clearing & Grubbing 1 LF 4 Unclassified Excavation 1598 CY 5 Unclassified Fill 195 CY 6 Sawcut & Remove Exist. AC Pvmt 5380 SF 7 Remove Existing PCC Curb 1165 LF 8 Remove Existing PCC C&G 47 LF 9 Remove Existing AC Berm 106 LF 10 Remove Existing Dwy. (AC or PCC) 9 EA 11 Remove Existing Tree 5 EA 12 Remove Street Light 4 EA 13 Remove Existing PCC Paving 1675 SF WALL LAYOUT LINE 14 Remove Existing PCC Sidewalk 7110 SF 15 Remove Existing Headwall 1 EA 16 Remove Exist. Masonry Wall & Footing 975 SF 17 Remove Existing Metal Handrailing 183 LF 18 Remove & Replace Existing Planter 1 EA 19 Remove Existing Local Depression 1 EA 20 Remove Existing Business Billboard 1 EA 21 Relocate & Maintain Existing Mailbox 4 EA 22 Relocate Existing Fence 60 LF 23 Relocate Existing Water Feature 1 EA 24 Relocate Existing Bus Bench 1 EA 25 Relocate Existing Business Billboard 1 EA 26 Relocate Existing Water Meter 2 EA 27 Relocate Existing Sign 5 EA 28 Relocate Sewer Cleanout Box 2 EA 29 Install 1.5" Schedule 40 PVC Conduit 510 LF 30 Install 4" VCP Sewer Lateral & Conn. 218 LF 31 Install Street Light 4 EA 32 Install Sewer Cleanout Box 5 EA 33 Install #5 Pullbox for Street Lights 4 EA 34 Install Metal Handrailing 222 LF 35 Install Traffic Barricade 2 EA 36 Construct 8" Caltrans Curb Al -200 A 180 LF 37 Construct 8" Asphalt Concrete Pavement 1050 TON 38 Construct 6" CMB 787 TON 39 Construct AC Overlay ("T" Average=2") 272 TON 40 Cold Mill 2" Existing AC Pavement 6598 SY 41 Construct 4" AC Pavement on Native 48 TON 42 Construct 4" PCC Walk 16564 SF 43 Construct Residential PCC Driveway 5 EA 44 Construct Commercial PCC Driveway 6 EA 45 Construct Access Ramp 2 EA 46 Construct 8" PCC Curb and Gutter 1813 LF 47 Construct Masonry Ret. Wall & Footing 915 SF 48 Construct Concrete Backfill & Bedding 22.4 SF 49 Construct Concrete Collar 1 EA 50 Construct 18" RCP (Class III 2000D) 0.50 LF 51 Construct Discharge Structure 3 EA 52 Construct Alley Entrance 1 EA 53 Construct Concrete Bus Pad 22 CY 54 Construct Transition Structure 1 EA 55 Construct Squash Box Concrete 51 CY 56 Construct Squash Box - Steel Rebar 4 TON 57 Adjust Valve Cover to Grade 8 EA 58 Adjust Water Meter to Grade 2 EA 59 Adjust Manhole to Grade 1 EA 60 Traffic Signal Modifications 1 LS 61 Signing, Striping, Pavement Markers 1 LS MH MANHOLE NTS NOT TO SCALE OG ORIGINAL GROUND OH OVERHEAD PCC PORTLAND CEMENT CONCRETE PIP PROTECT IN PLACE PP POWER POLE PVMT PAVEMENT R RADIUS RET RETAINING R&R REMOVE & REPLACE RT RIGHT R/W RIGHT OF WAY STD STANDARD ST STREET STA STATION S/W SIDEWALK T THICKNESS TC TOP OF CURB TMH TELEPHONE MANHOLE TS TRAFFIC SIGNAL Np TYPICAL VC VERTICAL CURVE VER VERTICAL W WIDTH WLOL WALL LAYOUT LINE WM WATER METER WV WATER VALVE ��JI ■l�� ❖..1 _ y�=� ELECTRIC TELEPHONE SOUTHERN CALIFORNIA EDISON SBC/PACIFIC BELL 7951 REDWOOD AVE. 3939 E. CORONADO ST. FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 357-6221 (714) 666-5415 ATTN: CHRIS LORIMER ATTN: JAMES ZIELINSKI NOTE: CONTACT 1 MONTH BEFORE NOTE: CONTACT 2 WEEKS PRIOR CONSTRUCTION; SCE TO ADJUST VAULTS TO CONSTRUCTION; SBC TO ADJUST MANHOLES. GAS SOUTHERN CALIFORNIA GAS CO. WATER 1981 LUGONIA AVE. FONTANA WATER COMPANY REDLANDS, CA 92374 8440 NUEVO AVE. (909) 335-7871 FONTANA, CA 92335 ATTN: BRUCE YONKERS (909) 822-9199 X320 EMERGENCIES: (800) 427-2200 ATTN: JIM CHAPMAN STORM DRAIN WATER CITY OF FONTANA SAN GABRIEL VALLEY WATER COMPANY 8353 SIERRA AVE. 11142 GARVEY AVENUE FONTANA, CA 92335 PO BOX 6010 (909) 350-6731 EL MONTE, CA 91734 ATTN: KIM CHITWOQD (626) 448-6183 NOTE: NON -FEE PERMIT REQ'D ATTN: LUIS MONTENEGRO BEFORE CONSTRUCTION. CABLE CO. SEWER ADELPHIA COMMUNICATIONS FONTANA PUBLIC SERVICES DEPARTMENT 1500 AUTO CENTER DR. (909) 350-7610 (ENGINEERING) ONTARIO, CA 917,61 (909) 350-6760 (MAINT. YARD) (909) 975-3343 ATTN: LEWIS MCDONALD CITY OF FONTANA ENGINEERING DEPARTMENT 8353 SIERRA AVE. FONTANA, CA 92335 (909) 350-6647