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Home My WebLink About4908-1C1 C) CN 0 i CL GEM& N015 I ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (#`GREEN BOOK�. ALL REFERENCE SPECIFICA71ONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REIERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOKn, THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPEC71ON COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT—OF—WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON—METRIC EDITION UNLESS OTHERWISE DIRECTED BY T14E CITY TRAFFIC ENGINEER. 6 IT SHALL BE 714E RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL BARRICADES, DELINE TIMES. AIN A PERMIT' TO PERFORM EXCAVATION OR 7 THE CONTRACTOR SHALL OBT TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXIS71NG UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. I I THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. .14 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 16 REMOVAL AND REPLACEMENT OF EXIS71NG SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL 13E DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMEN'T OF THE MONUMENT. 17 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 18 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 19 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL 20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21 A GEOTECHNICAL ENGINEER SHALL CER77FY ALL 13ACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE—WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES,, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXIS71NG CONCRETE. 24 IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 'AAAAAAAAAAA 1-800-22 TOLLFREE 7-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. 25 SAN SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL, CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. 26 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 27 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MAAIHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 28 PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL E)(POSE EXISTING FACILITIES, MID VERIFY EEWTION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNEC77ONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 29 ALL 4'" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED 13Y THE CITY ENGINEER. 30 TBMINATE ALL 4" HOUSE SEWEJ? LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12v BELOW THE GROUND SURFACE WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET' fNSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. 31 THE SEWER CONTRACTOR SHALL STAMP AN *S" IN THE FACE OF THE CURB AT DiE LOCATION OF THE SEWER LATERAL. 32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 33 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR, TO PAVING OF STREETS. 35 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 36 ALL 1k% -HOLES, CLEANOUT FRAMES, COVERS AND VALVE 13OXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 37 UPON, COMPLETION OF CONSTRUCTION., CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAMC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 38 AS—BLIILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. CITY OF FONTANA. UTIUTY NOTIFICATION LIST CITY OF FONTANA AT&T 8353 SIERRA AVE 22311 BROOKHURST ST SUITE 203 FONTANk CA 92335 HUNTINGTON BEACH, CA 92646 (909) 350-6632 (714) 963-7964 SO. CALIF. GAS COMPANY SPRINT 1981 W. LUGONIA AVE 2592 DUPONT DR REDLANDS, CA 92374 IRVINE, CA 92612 (909) 3316-7967 (800) 659-9698 EMERGENCIES: (800) 427-2200 STREET LIGHT i 77ME WARNER CA13LE SO. CALIF. EDISON COMPANY 1500 AUTO CENTER DR 300 N. PEPPER AVE ONTARIO, CA 91761 RIALTO, CA 92376 (909) 975-3439 909 820-5598 — UNDERGROUND SUNESYS, LLC 909 8715-5100 — TRANSMISSION 9 1 1325 PICO ST # 106 2 13 637-1233 — PIPELINES CORONA, CA 92881 909 357-6505 — DISTRIBUTION (951) 278-0400 UNDERGROUND SERVICE ALERT (800) 422-4133 VERIZON (TELEPHONE) 1400 E. PHILIPS BLVD. FONTANk WATER COMPANY ONTARIO, CA 91766 15966 Ar,?ROW BOULEVARD (800) 483-4000 FONTANA,; CA 92335 (909) 82-2-2201 S.B.C. INC. 3939 E. CORONADO STREET ANAHEIM, CA 92807 (714) 666-5500 PRIIIATE ENGINEER'S NOTICE TO CONTRACT01t THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES ANDIOR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAIL -ABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED 13Y THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT ANDIOR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE W17H GENERALLY ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSIPUCIION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPB?T)� THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHEJ? 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 RIE DESIGN PROFESSIONAL UNAUMORIZED CHANGE5 AND USES: THE ENG114EER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. REVISION DESCRIPTION DATE I ENGR. I CITY I DATE -2 1 �rY OF F �11�s NA TR ',74389 ACT N 11A OFFmSITF SEWER IMPRO,I/EMENT PLAN I L DEVELOPER MERIIAGE HOMES 1250 CORONA POINTE COURT SUITE 2 10 CORONA, CA - 92879 TEL (951) 547—B320 SHOULD CONSTRUCTION OF REQUIRED WftOVLWNM NOT CMMENCE WITHIN TWO WM OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGEhff MANNER, THE CITY ENC3NER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANa WTTH CONDITIONS AND STANDARDS IN EffECT EXISTING 18ff DIP -SEWER imaINE AVE INDEX MAP SCALE' 1'�— 120' 5E ROAD L I EXISTING BLOCK WALL 1 r TOKAY AVE WIS OF BEARINGS: I THE CENTERLINE OF CITRUS AVENUE, ALSO BEING THE EAST LINE OF S1-__CTION 36, TAN., R.6W., S.B.M. AS SHOWN ON TRACT 16568, AS RECORDED IN M.B. 300/59-62. BEING: N 00"00'13" E PREPARED FOR: 1AERITAGE HOME5 1250 CORONA POINTE COURT SUITE 210 CORONA, CA 92879 TEL (951) 547-8320 FAX (951) 547-8301 ORIGIN& BENCHMARK CITY OF FONTANA BM -361 R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER OF BASELINE AVENUE AND SULTINA AVENUE. ELEVATION: 1365.01, SINCE DESTROYED SITE 8EN(.#"H11A1!-1RK SW CORNER, SEC. 31, T.1N., R.5)k, S.13M.-2" I.P. WITH BRASS CAP, C.S.M. AT T14E INTERSECTION OF BASELINE AVENUE AND CITRUS AVENUE. MWA170?t 13902 PROPERTY LINE 12.5' UGEND 35' SEWER AND STORM DRAIN EASEMENT 10' 12.5' 51 8 EXISTING GROUND 44MIN. 15 MA X MAX PROPOSED STORM DR&I PROPOSED SEWER A TYPICAL SECTION THR( .13) NOT TO SCALE PROPERTY LINEI SOUTH FUTURE CENTERLINE R/W 34' 1 91 5 20' 110' 8 2Z MIN. EXIS71NG GROUND 5Z MAX —&mw m PROPOSED STORM DRAIN PROPOSED SEWER TYPICAL SECTION THROUGH 341 3 NOT TO SCALE CONSTRUCTION NOTES E5TIMATE OF QUANTITIES 1 CONSTRUCT 8" DIP SEWER I I LF. 1 2 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN Is957 LF. 3 CONSTRUCT 48n PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001— 6 EA. 4 CONSTRUCT 60" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001— 2 EA. 5 REMOVE EXISTING PLUG EA 4 5 6 REMOVE AND REPLACE SIDEWALK PER CITY OF FONTANA STD. PLAN 1006-96 S.F. 7 INSTALL Bw PLUG I Ek 8 8 INSTALL 4m THICK GRAVEL ROAD ON 12's OF NATIVE SOIL COMPACTED TO 90%-216 C.Y. SEE GRAVEL MIX SPECIFICATION HEREON CERRITOS SCOTT' F5 Lk LOS C00S AV WALNUT AV. T"cT 104 M ME T Q1 w3rk .7111 VICINITY MAP NIS .3" MAX SIZE NATIVE SOIL, COMPACTED 95% 6 MIN. 6" MIN. 10" MAX. 10 MAX. 6" MAX SIZE NATIVE III 'cq SOIL, COMPACTED 90% PROJECT Lor"TION SEWER LINE 8" S_ EXIST. SEWS? LINE 8" W WATER MAIN NO.8 STORM DRAIN LINE 0 EXIST. SEWER MANHOLE 0 SEWER MANHOLE To TO 90% CENTERLINE NO.8 FIRE HYDRANT sckN STREET LIGHT RIGHT OF WAY IE PROPERTY LINE 35' SEWER AND STORM DRAIN EASEMENT 10' 12.5' 51 8 EXISTING GROUND 44MIN. 15 MA X MAX PROPOSED STORM DR&I PROPOSED SEWER A TYPICAL SECTION THR( .13) NOT TO SCALE PROPERTY LINEI SOUTH FUTURE CENTERLINE R/W 34' 1 91 5 20' 110' 8 2Z MIN. EXIS71NG GROUND 5Z MAX —&mw m PROPOSED STORM DRAIN PROPOSED SEWER TYPICAL SECTION THROUGH 341 3 NOT TO SCALE CONSTRUCTION NOTES E5TIMATE OF QUANTITIES 1 CONSTRUCT 8" DIP SEWER I I LF. 1 2 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN Is957 LF. 3 CONSTRUCT 48n PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001— 6 EA. 4 CONSTRUCT 60" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001— 2 EA. 5 REMOVE EXISTING PLUG EA 4 5 6 REMOVE AND REPLACE SIDEWALK PER CITY OF FONTANA STD. PLAN 1006-96 S.F. 7 INSTALL Bw PLUG I Ek 8 8 INSTALL 4m THICK GRAVEL ROAD ON 12's OF NATIVE SOIL COMPACTED TO 90%-216 C.Y. SEE GRAVEL MIX SPECIFICATION HEREON CERRITOS SCOTT' F5 Lk LOS C00S AV WALNUT AV. T"cT 104 M ME T Q1 w3rk .7111 VICINITY MAP NIS .3" MAX SIZE NATIVE SOIL, COMPACTED 95% 6 MIN. 6" MIN. 10" MAX. 10 MAX. 6" MAX SIZE NATIVE III 'cq SOIL, COMPACTED 90% PROJECT Lor"TION Bn VCPIDIP TWICAL BIDDING FOR r VQ LBS THM WY DEEP NIS 3" MAX SIZE NA17VE SOIL, COMPACTED 95% 6 " MIN. 6 MIN. 1 On MAX. 10 a MAX. _Ti cq V_ I ri 6" MAX SIZE NATIVE - SOIL, COMPACTED 90% 112n CRUSHED STONE BEDDING PER STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 200-1.2(A) SHOWN BELOW 8 VCPIDIP _01y In MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% 77 04 -4 1 CL -4 aL qk - IL TWICAL BEDDING FOR r VCP V OR DEPER NIS GRAVEL ROAD AGGREGATE SIEVE SIZE PERCENTAGE PASSING SIEVES 314N 1 * MAX. SIZE SELECTED F!NlA' NO.4 50-78 NO.8 37-67 NO.40 NA17VE BEDDING COMPACTED NO.200 4-15 To TO 90% 4-12 NO.8 0-5 sckN 0 LV ci Bn VCPIDIP TWICAL BIDDING FOR r VQ LBS THM WY DEEP NIS 3" MAX SIZE NA17VE SOIL, COMPACTED 95% 6 " MIN. 6 MIN. 1 On MAX. 10 a MAX. _Ti cq V_ I ri 6" MAX SIZE NATIVE - SOIL, COMPACTED 90% 112n CRUSHED STONE BEDDING PER STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 200-1.2(A) SHOWN BELOW 8 VCPIDIP _01y In MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% 77 04 -4 1 CL -4 aL qk - IL TWICAL BEDDING FOR r VCP V OR DEPER NIS GRAVEL ROAD AGGREGATE SIEVE SIZE PERCENTAGE PASSING SIEVES 314N 100 NO.4 50-78 NO.8 37-67 NO.40 13-35 NO.200 4-15 PLASTICITY INDEX 4-12 TABLE 200-1.2(A) SIEVE SIZE PERCENTAGE PASSING SIEVES 1 112 0 - 1 of — 314n 100 1 L2w 90-100 318" 20-60 NO.4 0-15 NO.8 0-5 ASTM C 131 TEST GRADQ 0 Prepared By: CITY OF FONTANA, CALIFORNIA �1:)j S/ 'g?"i ALLARD ENGINEERING OFF-SITE SEWER IMPROVEMENT PLAN Civil Engineering - Land Surveying - Land Flanning 8253 Sierra Avenue Fontana, California 92335 Fax (909) 356-1795 J�' Rgymond J�Allard, R.C.E. 36052 Date (expires 6/30/2012) No. 36052 rri m Exp. 6/30/12 cl 1\� OF AQ� DRAWN BY. SCALE. DBW TMCT NO. 17389 AS NOTED DATE: DESIGNED BY. TITLE SHEET DBW SEPTEMBER, 2011 D BY: Z -51-1p //.;P. / CHECKED BY: DRAWING NO.: - P A_ -- - 1-. DSH 4908 C I TY f0l N� R.C.E. 51152 3