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HomeMy WebLinkAbout3608-1GENEIM NOTES I ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF 25 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK'). ALL SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION V.C.P. UNLESS OTHERWISE NOTED. 2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT` 26 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PRIOR APPROVAL OF THE CITY ENGINEER. PROVISIONS IN THE "GREEN BOOK , THE CONTRACTOR SHALL IMMEDIATELY 27 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE 28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING CITY ENGINEER. iFACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY -----------II I, MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION 800 422-4133APN F FONTANA WATER COMPANY 024 -dE SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE LN FILM ON WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ATTN. MICHAEL J. McGRAW APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY - ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA 3/4" CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. _ ONTARIO, CA 91761 (909) 822-2201 Z COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE 17 THE CONTRACTOR SHALL MAINTAIN ACCESS LOCAL RESIDENTS AND (714) 666-5500 FAX: (909) 823-5046 }2 NOA START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT 29 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 18 THE CONTRACTOR SHALL PROVIDE AND f INTAIN AN EFFECTIVE MEANS OFNOTICE PRIVATE ENIOGNEERS TO O�.CI.OR: 5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, 30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH 9 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL A PLUG 12' BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 DIRECTED BY THE CITY TRAFFIC ENGINEER. SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. - APPROVAL 6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN 31 THE SEWER CONTRACTOR SHALL STA0' AN "S" IN THE FACE OF THE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL 0 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF CURB AT THE LOCATION OF THE SEWER LATERAL TIMES. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED J; 32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME 7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF F7 ]ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE FADE TO APPLY CONTINUOUSLY AND AND ALL AFFECTED AGENCIES IMMEDIATELY. CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 2 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM Aff 33 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING, 8 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. ENTERING OR LEAVING IMPROVEMENTS. IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR 3 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, . COLOR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION 34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE PRIOR TO PAVING OF STREETS. r SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR 35 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW' ASPHALT � PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. GROUND MOVEMENT. STANDARD DETAIL FOR TERMINAL CLEANOUT. PAVEMENT PRIOR TO PLACEMENT. 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF �. WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 36 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE =L RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION 10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM OF PAVING. � AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND 37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 38 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY 11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY ENGINEER. 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. -f 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 CITY OF FONTAI I �L17Y NOTIFICATION LIST -- `'� SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE C OPERATION AND WATER REQUIREMENTS. CITY OF FONTANA S.B.C. INC. 13 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE 8353 SIERRA AVENUE 3939 E. CORONADO STREET � OTHERWISE NOTED. FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5500 14 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE 1981 W LUGONIA AVENUE (800) 422-4133 PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REDLANDS, CA 92374 -' PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING (909) 335-7547 PACIFIC BELL CO. DURING CONSTRUCTION. EMERGENCIES. (800) 427-2200 3939 E. CORONADO STREET 15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS,ANAHEIM, CA 92807 SO. CALIF. EDISON COMPANY (714) 666-5467 L MONUMENT. TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY 300 N. PEPPER AVENUE ENGINEER. RIALTO, CA 92376 VERIZON (TELEPHONE) ° 909 820-5598 - UNDERGROUND 1400 E PHILIPS BLVD. =' 16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING 909 875=5100 - TRANSMISSION ONTARIO, CA 91766 SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE 213 637-1233 - PIPELINES (800) 422-4133 BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY 909 357-6505 - DISTRIBUTION -----------II I, MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION 800 422-4133APN F FONTANA WATER COMPANY 024 -dE TOLL FREE '.�= 1—ND00-227-26ERVICE ALERT A PUBLIC SERVICE BY UNDERGROU TABLE: 200--1.2(A) SIEVE SIZE SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE LN FILM ON WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ATTN. MICHAEL J. McGRAW ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. ADELPHIA (CABLE TV) 8440 NUEVO AVENUE 1500 S. AUTO CENTER DRIVE FONTANA CA 92235 3/4" FOR _ ONTARIO, CA 91761 (909) 822-2201 Z 90-100 17 THE CONTRACTOR SHALL MAINTAIN ACCESS LOCAL RESIDENTS AND (714) 666-5500 FAX: (909) 823-5046 }2 NOA BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED NO.8 0-5 AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY B VEHICLES 18 THE CONTRACTOR SHALL PROVIDE AND f INTAIN AN EFFECTIVE MEANS OFNOTICE PRIVATE ENIOGNEERS TO O�.CI.OR: DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 9 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, .J< TO THE RIGHT OF WAY DURING CONSTRUCTION WRTHOUT PRIOR WRITTEN SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE APPROVAL OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER 0 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF LINES NOT OIV RECORD OR NOT SHOWN ON THESE PLAITS. THE CITY INSPECTOR. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED J; t A GEO cCHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF F7 ]ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE FADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER 2 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM Aff FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE SWALES WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE ENTERING OR LEAVING IMPROVEMENTS. OF THE DESIGN PROFESSIONAL 3 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, . COLOR AND FINISH TO MATCH EXISTING CONCRETE. UNAUTHORISED CHANGES AND USESe 4 IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. STANDARD DETAIL FOR TERMINAL CLEANOUT. TOLL FREE '.�= 1—ND00-227-26ERVICE ALERT A PUBLIC SERVICE BY UNDERGROU TABLE: 200--1.2(A) SIEVE SIZE PERCENTAGE PASSING SIEVES 1 112 - in - 3/4" 100 1 2 90-100 3/8" 20-60 NOA 0-15 NO.8 0-5 ASTM C 131 TEST GRADIN B REV. REVISION DESCRIPTION DATE jXjIGR. CITY I DATE SHOULD CONSTRUCTION OFREQUIRED N ADDED CONSTRUCTION NOTE 6 IMPROVEMENTS NOT COMMEN(l VVTrHIN r TWO YEARS OF THE DATE OF APPROVAL SHOlWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER., THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THU01 INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT CITY OF FONT/-kNA I fDkACT NO. 1`65702 SE"IER IMPROVEMENT PLAN] INDEX MAP SCALE 1"=100' GRAPHIC SCALE (w FIST) 1 M w 1M FT. BASIS OF BEARINGS: BEARINGS ARE BASED ON THE CENTERLINE OF CITRUS AVENUE BEING NORTH 00'00'13" EAST AS SHOWN ON TRACT 16568, RECORDED IN MAP BOOK 300 , PAGE 59-62 , RECORDS OF SAN BERNARDINO COUNTY. ORDINAL BENCHMARK PREPARED FOR: CITY OF FONTANA BM -361 R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER OF BASELINE AVENUE AND SULTANA AVENUE. YOUNG HOMES ELEVATION: 1355.01, SINCE DESTROYED 10370 TRADEMARK STREET SITE BENCHMARK RANCHO CUCAMONGA, CA 91730 SW CORNER, cEC. 31, TAN., R.5W., S.8M.-2" I.P. (909) 291-7600 WITH BRASS :'P, C.S.M. AT THE INTERSECTION OF BASELINE AVEI'UE AND CITRUS AVENUE. RL:VATIM 1395L6 LEGEND SEWER LINE - — - 8" S - — - EXIST. SEWER LINE 8" W WATER MAIN STORM DRAIN LINE FUTURE STORM DRAIN LINE PROJECT LOCATION W w w FONT/M_ a W , iW Q '¢ U Z �_ ;:J 't 13ASELINE AV Nl VICINITY " N.T.S. I CONSTRUCTION NOTES QUANTME5 &— CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN 4,254 LF i 2 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 17 EA 6 3 _.__,..CONSTRUCT 4' EXTRA STRENGTH VCP SEWER LATERAL & CLEANOUT PER CITY STD DWG NO. 125 (SEE GENERAL NOTE NO. 30) > BACKWATER CHECK VALVE - REMOVE PLUG AND JOIN TO EXIST. SEWER '1�— CONSTRUCT SEWER ENCASEMENT PER DETAIL 'A" ON SHEET 6 Cls m -H. EXIST. SEWER MANHOLE ()SAH. SEWER MANHOLE CENTERLINE ' FIRE HYDRANT -- STREET LIGHT -do-- DIRECTION OF FLOW - - - — RIGHT OF WAY Prepared By: ALLARD ENGINEERING CoQ 0°fs SHq0 Civil Engineering - Land Surveying - Land Planntnij 8253 Sierra Avenue Z Fontana, California 92335 w No. 43976 m Q� (909) 356-1815 Fax (909) 356-1;-95 Exp. 6/30/05 David S. Hammer, A.C.E. 43976 hate 9TF OF CAL f �� (expires LiF'30/2005) 3" AJAX SIZE NATIVE - SOIL, COMPACTED 95% 6" MIN. 10" MAX. 6' MAX SIZEI NATIVE I—i h I I, SOIL, COMPACTED 907 - 6" MIN. 10" MAX. 3,861 LF 32 EA 3 EA 10 LF ,1 In MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 909 N z IN 8' VCP/DIP J I * ! TOPICAL BEDDING FOR r VCP/DIP LESS THAN 10' DEEP NTS 3" MAX SIZE NATIVE SOIL, COMPACTED 95� 6' MI N. 10' MAX. _T —I 2 6" MAX SIZE NATIVE - SOIL, COMPACTET? 9010.1 DRAWN BY. AE DESIGNED BY. AE CHECKED BY. ml % 6" MIN. 10" MAX. 1' MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% 7z _ m Q o o " CL R d' TY141CAL BEDDING FOR r VCP/DI; 10' OR DEEPER N.T.S. CITY OF FONTANA, CALIFORNIA SEWER IMPROVEMENT PLANS ©� `C SCALE. TRACT . 16572 DATE: AS NOTED JANUARY, 2005 BY:� DRAWING NO.: DAT CITY ENGINEER R.C.E. 5 152 3608 7 Filename: M:\dwg\15916\final design\SEWER\INTRACT\16572-SOl.dwg 1/2" CRUSHED -� < STONE BEDDING PER STD. SPECS. = - - FOR PUBLIC WORKS - CONSTRUCTION TABLE 200-1.2(A) - - SHOWN BELOW 8' VCP/DIP DRAWN BY. AE DESIGNED BY. AE CHECKED BY. ml % 6" MIN. 10" MAX. 1' MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% 7z _ m Q o o " CL R d' TY141CAL BEDDING FOR r VCP/DI; 10' OR DEEPER N.T.S. CITY OF FONTANA, CALIFORNIA SEWER IMPROVEMENT PLANS ©� `C SCALE. TRACT . 16572 DATE: AS NOTED JANUARY, 2005 BY:� DRAWING NO.: DAT CITY ENGINEER R.C.E. 5 152 3608 7 Filename: M:\dwg\15916\final design\SEWER\INTRACT\16572-SOl.dwg