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Home My WebLink About1843-1NOTES: 1 I. b PSTP EAM AND DOWNSTREAM ELEVATIONS SHALL BE VERIFIED PRIOR TO FI LLl NG CASING . 2. ALL WORK WITHIN STATE R/W SHALL CONFORM TO CALTRANS SPECIFICATIONS. 3. CASING SMALL ISE JACKEID UNDER FOOTHILL BLVD STRUCTURAL. SECTION ..-- 4. ENDS OF CASING PIPE SHALL ESE CLOSIED AROUND THE CARRIER WITH q POURED -IN-PLACE PLASTER, OF PARIS OR CEMENT- PLUG WITH A SMALL OPENING LEFT FOR DRUINAGE AT THE 130TTO M OF TH E DOWNSTREAM SIDE ONLY . hNEUMaTICAtLY APPLIEM 15" DIA. 0.135 INCH THICK DRY GRANITE SAND STEEL SLEEVE FOR 8 11 VCP 'SEWER MAIN b" V.C.P. � STAMLE35 STEEL SANDS_ � AT 4 INTERVALS. REDWOOD SKIDS 'FULL LENGTH 00 8V.C.P.' BORE DETAIL m t -f- N -TS. I BENCH MARK FWE i r USCGS STATION "PARCEL0" 1963.9 t ELY. OFRAILROAD TRACTS AND 28'.t. SLY. OF CL BASELI NE . 1.1 INTI. ELY. OF EAST AVENUE. SAME AS CITY B.M. 364 ELEVATION 1301.63 i. WARNER YOU RCE 3744 GENERAL NOTES Y ALL WORK WITHIN THE HIGHWAY RIGHT -OF -KAY &HALL BE TO STATS STDS. i 2 CONTRACTOR SHALL VERIFY THE'HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITY CROSSINGS BEFORE COMMENCING WORK. 3 THE CONTRACTOR SHALL EXPOSE ALL JOINT POINTS TO THE EXISTING SEWER SYSTEM FOR VERIFICATION OF LOCATION AND ELEVATION BEFORE CONSTRUCTION. 4 ENCROACHMENT PERMIT IS REQUIRED FROM CALTRANS PRIOR TO, PERFORMING ANY WORK WITHIN THE STATE HIGHWAY RIGHT-OF-WAY. 5 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA' PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975. 6 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK. t 7 TERMINATE ALL 4" HOUSE SEWER LATERALS 3' INSIDE THE LOT WITH A PLUG. SHOULD A PUBLIC UTILITIES EASEMENT LIE CONTIGUOUS TO THE STREET R -0-W. THE LATERAL SHALL EXTEND ACROSS THE EASEMENT AND TERMINATE 3' INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT LINE. ; $ ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. AI,L. P TPF.I, T NES OR ,SUBSTRUCTURES OF ANY KIND FIND ALL -TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS', IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAIT AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL AGENCIES' CONCERNED BEFORE CONSTRUCTION BEGINS. l 10 "AS -BUILT" PLANS SHALL HE PROVIDED TO THE CITY BY THE CONTRACTOR. 11 ALL SEWER LATERALS SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. t r 12 SEWER CONTRACTORS SHALL CHISEL ''X" IN THE CURB AT THE LOCATION OF THE LATERALS. 13 MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER CONTRACT6R 6" BELOW FINISHED SURFACE GRADE AND UPON ' COMPLETION OF PAVING. THE PAVING CONTRACTOR SHALL RAISE SAME TO FINISHED GRADE-. 14 ALL STATIONING REFERS TO CENTERLINE OF SEWER. 1S THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES WHETHER SHOWN ON THESE PLANS OR NOT. 16 NO LATERALS SHALL BE PLACED UNDER DRIVEWAYS. 17 ENGINEER SHALL CHECK OUT ORIGINAL SEWER IMPROVEMENT PLANS AND TRANSFER "AS -RUTIN" INFORMATION PRTOR TO CITY ACCEPTANCE OF THE SEWER SYSTEM. A!§ BUILT, NOTE:: CALL UNDERGROUND SERVICE ALERT 48 NRS BEFORE YOU EXCAVATE. FOR UNDERGROUND LOCATING CALL 1-800-422-41t3 y CITY OF F V CALIFORNIA CITY OF FONTANA PUBLIC WORKS DEPARTMENT CAUTION: THE PRIVATE ENGINEER PREPARING THESE PLANS WILL NOT BE 8353 SIERRA AVENUE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES S�"`E P.O. BOX 6226 DATE MUST BE APPROVED BY THE PREPARER OF THESE PLANS. FONTANA, CA . 92335 DWG NO 1043 i DAT (714) 350-7610 (S P 03 CONTRACTOR SHALL EXPOSE ALL EXISTING UTILITIES AND CONTACT THE SO. CALIF. GAS CO . - DISTRIBUTION FACILITIES ' 570 4TH STREET ' ► SAN BERNARDINO, CA 92408 CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS A" (714) 884-9411 OR (800) 42�-4133 FESS��Nq�F BE LIMITED TO NORMAL WORKING HOURS; AND THAT THS CONTRACTOR SHALL P. DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS SO. CALIF. GAS CO. - TRANSM SSION' DEPARTMENT THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY t 2191 BIRCH STREET i BR EA, CA 92621 gyp• sho THE REVIEW AND APPROVAL OF THESE PLANS BY TRE CITY ENGINM Z: 1 (714) 529-2889 OR (800) 422-4133 BASED ON THE INFORMATION SHOWN ON THESE PLANS AND THE DESIGN sjgrf of SO. CALIF. ED I SO N CO. CA�� DESIGN ENGINEER TO VERIFY EXISTING CONDITIONS AND THE WORK TO DR `1351 E. FRANCIS AVENUE .DONE BY THESE PLANS.IL P.O. BOX 513 REVISIONS ENGR ONTARIO, CA 91761 CIT APPR Y DATE (714) 947-2996 - UNDERGROUND POWER STERN _ (714) 875-5100 - TRANSMISSION (213) 637-1233 - PIPELINES, OR (800) 422-4133 P S' GENERAL TELEPHONE CO.W 245 N. MOUNTAIN VIEAVENUE ENGINEERING, INC. POMONA, CA 91766 (213) 357-2257 OR (800) 422-4133 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 825 E. 3RD STREET SAN BERNARDINO, CA 92408 (7 14) 383-1665 PACIFIC TELEPHONE i TELEGRAPH COMPANY ADAMS STREET .3073 '. RIVERSIDE, CA 92504 (714) 359-2585 OR (800) 422-4133 VO N T ANA tI 1 T 61 WAT RIP 16779 SPRING STREET FONTANA, CA 92335 (714) 822-9199 FO N T AN A WATER CO MP AN Y 8840 NUEVO AVENUE f + PONTANA, CA 92335 . I (714) 822-2261 J MARYGOLD MUTUAL WATER COMPANY 9715 ALDER BLOOMINGTON, CA 92316 (7 14) 877-8516 CO MC AST CABLE 8561 NUEVO FONTANA, CA 92335 (7 14) 350-2386 CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES $TY " r: O JACK 8" V.C.P. SEWER UNDER FOOTHILL BLVD. SEE SORE DETAIL ON SHEET 1. '132.5 L.F. t`J INSTALL 8" V.C.P. SEWER. 325 L.F. CONSTRUCT StWER MANHOLE PER CTTY OF FONTANA STD. 112. 1 EA �4 CONNECT 8" SEWER INTO RXIST. 60" SEWER MANHOLE. 1 EA \:J PLUG END OF SEWER. 1 EA O CONSTRUCT TERMINAL CLEANOUT PER CITY or FONTANA STD. 129. 1 EA F WARNER YOU RCE 3744 GENERAL NOTES Y ALL WORK WITHIN THE HIGHWAY RIGHT -OF -KAY &HALL BE TO STATS STDS. i 2 CONTRACTOR SHALL VERIFY THE'HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITY CROSSINGS BEFORE COMMENCING WORK. 3 THE CONTRACTOR SHALL EXPOSE ALL JOINT POINTS TO THE EXISTING SEWER SYSTEM FOR VERIFICATION OF LOCATION AND ELEVATION BEFORE CONSTRUCTION. 4 ENCROACHMENT PERMIT IS REQUIRED FROM CALTRANS PRIOR TO, PERFORMING ANY WORK WITHIN THE STATE HIGHWAY RIGHT-OF-WAY. 5 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA' PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975. 6 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK. t 7 TERMINATE ALL 4" HOUSE SEWER LATERALS 3' INSIDE THE LOT WITH A PLUG. SHOULD A PUBLIC UTILITIES EASEMENT LIE CONTIGUOUS TO THE STREET R -0-W. THE LATERAL SHALL EXTEND ACROSS THE EASEMENT AND TERMINATE 3' INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT LINE. ; $ ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. AI,L. P TPF.I, T NES OR ,SUBSTRUCTURES OF ANY KIND FIND ALL -TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS', IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAIT AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL AGENCIES' CONCERNED BEFORE CONSTRUCTION BEGINS. l 10 "AS -BUILT" PLANS SHALL HE PROVIDED TO THE CITY BY THE CONTRACTOR. 11 ALL SEWER LATERALS SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. t r 12 SEWER CONTRACTORS SHALL CHISEL ''X" IN THE CURB AT THE LOCATION OF THE LATERALS. 13 MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER CONTRACT6R 6" BELOW FINISHED SURFACE GRADE AND UPON ' COMPLETION OF PAVING. THE PAVING CONTRACTOR SHALL RAISE SAME TO FINISHED GRADE-. 14 ALL STATIONING REFERS TO CENTERLINE OF SEWER. 1S THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES WHETHER SHOWN ON THESE PLANS OR NOT. 16 NO LATERALS SHALL BE PLACED UNDER DRIVEWAYS. 17 ENGINEER SHALL CHECK OUT ORIGINAL SEWER IMPROVEMENT PLANS AND TRANSFER "AS -RUTIN" INFORMATION PRTOR TO CITY ACCEPTANCE OF THE SEWER SYSTEM. A!§ BUILT, NOTE:: CALL UNDERGROUND SERVICE ALERT 48 NRS BEFORE YOU EXCAVATE. FOR UNDERGROUND LOCATING CALL 1-800-422-41t3 y CITY OF F V CALIFORNIA +Q ,aD !'llI7K2 Z ' ► ClIIiIIGLrS i L PUBLIC WORKS DEPARTMENT CAUTION: THE PRIVATE ENGINEER PREPARING THESE PLANS WILL NOT BE DRAW N ABY RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES S�"`E SOF THESE PLANS. ALL -CHANGES TO THE PLANS MUST BE IN WRITING AND DATE MUST BE APPROVED BY THE PREPARER OF THESE PLANS. •lil�Z�Gif. �'�e`!v DWG NO 1043 i DAT llr" T cz To CQl1'PilA= 72 HOURS PRIOR TO CONSTRUCTION OF UNDERGROMM UTILITIES, THE (S P 03 CONTRACTOR SHALL EXPOSE ALL EXISTING UTILITIES AND CONTACT THE ENGINEER TO VERIFY LOCATIONS. THE CONTRACTOR AGREES THAT WE SMALL ASSUME SOLE AIM COMPLEY'! RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS A" PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT FESS��Nq�F BE LIMITED TO NORMAL WORKING HOURS; AND THAT THS CONTRACTOR SHALL P. DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION NITN THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY Nt31445 ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER Ort THE ENGINEER. ; gyp• sho THE REVIEW AND APPROVAL OF THESE PLANS BY TRE CITY ENGINM Z: BASED ON THE INFORMATION SHOWN ON THESE PLANS AND THE DESIGN sjgrf of INFORMATION SUBMITTED. IT SHALL BE THE RESPONSIBILITY OF THE CA�� DESIGN ENGINEER TO VERIFY EXISTING CONDITIONS AND THE WORK TO DR .DONE BY THESE PLANS.IL NO.IPTION REVISIONS ENGR DATE CIT APPR Y DATE �� STERN s�►��low PACIFIC ENGINEERING, INC. WARNER YOU RCE 3744 GENERAL NOTES Y ALL WORK WITHIN THE HIGHWAY RIGHT -OF -KAY &HALL BE TO STATS STDS. i 2 CONTRACTOR SHALL VERIFY THE'HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITY CROSSINGS BEFORE COMMENCING WORK. 3 THE CONTRACTOR SHALL EXPOSE ALL JOINT POINTS TO THE EXISTING SEWER SYSTEM FOR VERIFICATION OF LOCATION AND ELEVATION BEFORE CONSTRUCTION. 4 ENCROACHMENT PERMIT IS REQUIRED FROM CALTRANS PRIOR TO, PERFORMING ANY WORK WITHIN THE STATE HIGHWAY RIGHT-OF-WAY. 5 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA' PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975. 6 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK. t 7 TERMINATE ALL 4" HOUSE SEWER LATERALS 3' INSIDE THE LOT WITH A PLUG. SHOULD A PUBLIC UTILITIES EASEMENT LIE CONTIGUOUS TO THE STREET R -0-W. THE LATERAL SHALL EXTEND ACROSS THE EASEMENT AND TERMINATE 3' INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT LINE. ; $ ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. AI,L. P TPF.I, T NES OR ,SUBSTRUCTURES OF ANY KIND FIND ALL -TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS', IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAIT AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL AGENCIES' CONCERNED BEFORE CONSTRUCTION BEGINS. l 10 "AS -BUILT" PLANS SHALL HE PROVIDED TO THE CITY BY THE CONTRACTOR. 11 ALL SEWER LATERALS SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. t r 12 SEWER CONTRACTORS SHALL CHISEL ''X" IN THE CURB AT THE LOCATION OF THE LATERALS. 13 MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER CONTRACT6R 6" BELOW FINISHED SURFACE GRADE AND UPON ' COMPLETION OF PAVING. THE PAVING CONTRACTOR SHALL RAISE SAME TO FINISHED GRADE-. 14 ALL STATIONING REFERS TO CENTERLINE OF SEWER. 1S THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES WHETHER SHOWN ON THESE PLANS OR NOT. 16 NO LATERALS SHALL BE PLACED UNDER DRIVEWAYS. 17 ENGINEER SHALL CHECK OUT ORIGINAL SEWER IMPROVEMENT PLANS AND TRANSFER "AS -RUTIN" INFORMATION PRTOR TO CITY ACCEPTANCE OF THE SEWER SYSTEM. A!§ BUILT, NOTE:: CALL UNDERGROUND SERVICE ALERT 48 NRS BEFORE YOU EXCAVATE. FOR UNDERGROUND LOCATING CALL 1-800-422-41t3 CML ENGIMM AND wNm wOWoRs 151 Kolmus Drive. Sure D-102 coga Mesa, cainbmloo2aae 714/540"Mi � CITY OF F V CALIFORNIA „ 1 +� � PUBLIC WORKS DEPARTMENT � DRAW N ABY SEWER PLANS TITLE SHEET HERITAGE VILLAGE CENTER S�"`E DESIGNED BY LG DATE CHECKED BYpppROVED F.MY, P. •lil�Z�Gif. �'�e`!v DWG NO 1043 i DAT INTERIM CITY ENGINEER R.GE. 2512 (S P 03