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Home My WebLink About3295-1START OF ANY WORK. INSPECTION COORUINAHUN SHALL tit KEGtUESIEU Al 010JZAL NOTES ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 27. MINIMUM GRADE - EXIST.. SEWER LINE 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PIANS, THE CITY OF 25 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE -STANDARD -- BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND ()s.u.tt. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL 30 SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR SUMARr AVE REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL V.C.P. , A PLUG 12 BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS 20 UNLESS OTHERWISE NOTED. y g CONTROLS, LATEST NO EDITION UNLESS OTHERWISE OF TRAFFIC : � NON -METRIC �,ETRIC EXIST -NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL 26 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT 2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT FEET INSIDE E LOT AS MEASURED FROM THE UTILITY EASEMENT. PRIOR APPROVAL OF THE CITY ENGINEER. 6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE " " IN THE FACE OF THE THE SEWER CONTRACTOR SHALL STAMPAN ` S _ -- -- BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL 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 s 7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR CITY ENGINEER. PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY - - TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE AND ALL AFFECTED AGENCIES IMMEDIATELY. APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY - - 4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA i CORRECTNESS OF ELEVATIONS :OR :LOCATIONS .SHOWN ON THE PLANS. - NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING � COMMUNITY DEVELOPMENT DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. START OF ANY WORK. INSPECTION COORUINAHUN SHALL tit KEGtUESIEU Al 29 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 27. MINIMUM GRADE - EXIST.. SEWER LINE LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC WATER MAIN UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. STORM DRAIN LINE RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 90-100 -- - ()s.u.tt. 5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, 30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH � " SUMARr AVE -- METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL STREET LIGHT , A PLUG 12 BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS 20 RIGHT OF WAY y g CONTROLS, LATEST NO EDITION UNLESS OTHERWISE OF TRAFFIC : � NON -METRIC �,ETRIC EXIST -NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL CNIt`"�� CII DIRECTED BY THE CITY TRAFFIC ENGINEER. FEET INSIDE E LOT AS MEASURED FROM THE UTILITY EASEMENT. S71WT CU IONSA 6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN 31 " " IN THE FACE OF THE THE SEWER CONTRACTOR SHALL STAMPAN ` S _ -- -- BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL CURB AT THE LOCATION OF THE SEWER LATERAL _ TIMES. ACCESS ttn 32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE s 7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE AND ALL AFFECTED AGENCIES IMMEDIATELY. CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY i 33 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING � 8 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. f IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR 34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION PRIOR TO PAVING OF STREETS. OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR 35 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT cs GROUND MOVEMENT.PAVEMENT PRIOR TO PLACEMENT. 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN TILE PUBLIC RIGHT OF FOs MNA I WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE 36 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE 10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. j AVAILABLE INFORMATION, HOWEVER, T SHALL BE THE RESPONSIBILITY OF THE MH 11 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, 39 BACKWATER CHECK VALVES TO BE INSTALLED UNDER A SEPARATE BUILDING RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS DIVISION PERMIT. 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 On FUa raTt A, UIRIT Y.1VO7MCA170'I`-J LIST SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. CITY OF FONTANA S.B.C. INC. ATTN: O ATTN: JANE GHAM 'I3 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE 353 SIERRACARLOS VENUENAVAR ONAD 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 ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ATTN: DENNIS FREEMAN (800) 227-2600 PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING 1981 W. LUGONIA AVENUE DURING CONSTRUCTION. REDLANDS, CA 92374 COMCAST :( CABLE TV ) (909) 335-7547 ATTN: JACK HAYES 15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, EMERGENCIES. (800) 427-2200 1205 DUPONT AVE. MONUMENT TIES OR BENCH MARKS WITHOUT --PRIOR ;NOTIFICATION TO THE CITY ONTARIO, CA 91761 ENGINEER. SO. CALIF. EDISON COMPANY (909) 390-4738 - 300 N. PEPPER AVENUE 16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING RIALTO, CA 92376 VERIZON SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE 909 820-5598 - UNDERGROUND ATTN: STEVE HOCK BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY 909875-5100 - TRANSMISSION 1400 E PHILIPS BLVD. MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION 213 637-1233 - PIPELINES ONTARIO, CA 91766 SHALL_ BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE 909 357-6505 - DISTRIBUTION (800) 422-4133 WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE 800" 422-4133 ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT: FONTANA WATER COMPANY CRAWFORD CANYON MUTUAL WATER CO. ATTN: MICHAEL J. McGRAW 17 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND ATTN: BASIL J. FABRIZIO 8440 NUEVO AVENUE 2235 901 BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED (909) 463-9580 (909)FONTANA - (909) 822-2201 AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY FAX: (909) 823-5046 VEHICLES. 18 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. P . ATE * OTICE TO CO 't` ' CTO : 19 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, 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 20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. THE CITY INSPECTOR. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED 21 A GEOTECHNICAL 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 ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND 22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY 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. 23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE a U U C jMUSES: 24 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: TMA051 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE p 0 SHOULD CONSTRUCTION OF REQUIRED EVROVErIENTS NOT CON. F...EP CE WMIM S 0 TV70 YEAR F THE DATE OF APPROVAL ,AAA SHOWN HEREON AND CARRIED FORTH IN A -- - DMIGUTr rAN , TI CITY ENGINEER MY DIAL TWO WORKING B E F ❑ R E m. -� DAYS BEFORE REQU;E REVISIONS TO THE PLANS TO Y ❑ U DIG YOU DIG BRING THEN INTO CONF02MMCE WITH TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERTIN f:.v �� _iL1 S 3v DMEX V SCALE: 1`_-60' 3" MAX SIZE NATIVE SOIL, COMPACTED 952 6" MIN�.y 10" MAX. y 6" MAX SIZE NATIVE- SOIL, ATIVE SOIL, COMPACTED 90% - 6" MIN. 10" MAX. I" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 9090 N Z 8" VCP/DIP TYP1CAL CEDDWS FOR to VCP D LESS THAN IV DEEP NIS BASIS OF BEARINGS BEARINGS ARE BASED ON THE CENTERLINE OF THE SW 1/4 OF SEC. 36, T9; R6.;, SBB & M BEING N89`58'21 "W AS SHOWN ON TR. 16085-1 RECORDED MAP BOOK 282, PGS 16-20, RECORDS OF SAN BERNARDINO COUNTY. BENCISIAR11 PREPARED FOR: YOUNG HOMES CALTRANS BENCHMARK NO. 8-17 10370 TRADEMARK STREET BRASS CAP IN CONCRETE S.C.E.TOWER LEG. 343' N/0 HIGHLAND AVENUE, 0.2 MI. W/O RANCHO CUCAMONGA, CA 91730 SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE (909) 291-7600 OF S.C.E TOWER 19.5; 2.65 MI. W. ALONG HIGHLAND AVENUE FROM SIERRA AVENUE ELE VA TI Oi �: 1428.6090 c-o SEWER LINE - 8" S - - EXIST.. SEWER LINE 8" W WATER MAIN 3/4" STORM DRAIN LINE e�.ErA?a 90-100 Cls m.H. EXIST. SEWER MANHOLE ()s.u.tt. SEWER MANHOLE - CENTERLINE ' 3 SUMARr AVE FIRE HYDRANT SUM AYE STREET LIGHT - - RIGHT OF WAY REV. REVISION DESCRIPTION DATE ENGR. CITY DATE p 0 SHOULD CONSTRUCTION OF REQUIRED EVROVErIENTS NOT CON. F...EP CE WMIM S 0 TV70 YEAR F THE DATE OF APPROVAL ,AAA SHOWN HEREON AND CARRIED FORTH IN A -- - DMIGUTr rAN , TI CITY ENGINEER MY DIAL TWO WORKING B E F ❑ R E m. -� DAYS BEFORE REQU;E REVISIONS TO THE PLANS TO Y ❑ U DIG YOU DIG BRING THEN INTO CONF02MMCE WITH TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERTIN f:.v �� _iL1 S 3v DMEX V SCALE: 1`_-60' 3" MAX SIZE NATIVE SOIL, COMPACTED 952 6" MIN�.y 10" MAX. y 6" MAX SIZE NATIVE- SOIL, ATIVE SOIL, COMPACTED 90% - 6" MIN. 10" MAX. I" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 9090 N Z 8" VCP/DIP TYP1CAL CEDDWS FOR to VCP D LESS THAN IV DEEP NIS BASIS OF BEARINGS BEARINGS ARE BASED ON THE CENTERLINE OF THE SW 1/4 OF SEC. 36, T9; R6.;, SBB & M BEING N89`58'21 "W AS SHOWN ON TR. 16085-1 RECORDED MAP BOOK 282, PGS 16-20, RECORDS OF SAN BERNARDINO COUNTY. BENCISIAR11 PREPARED FOR: YOUNG HOMES CALTRANS BENCHMARK NO. 8-17 10370 TRADEMARK STREET BRASS CAP IN CONCRETE S.C.E.TOWER LEG. 343' N/0 HIGHLAND AVENUE, 0.2 MI. W/O RANCHO CUCAMONGA, CA 91730 SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE (909) 291-7600 OF S.C.E TOWER 19.5; 2.65 MI. W. ALONG HIGHLAND AVENUE FROM SIERRA AVENUE ELE VA TI Oi �: 1428.6090 c-o ICII N.T.S. \ 1. CONS UC77ON NOTES QUAFffn @ INSTALL 8" EXTRA STRENGTH VCP SEWER MAIN 468 LF CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG. NO. 112 4 EA CONSTRUCT 4" EXTRA STRENGTH VCP SEWER LATERAL & CLEANOUT PER CITY STD DWG NO. 125 649 LF 0—INSTALL BACKWATER CHECK VALVE 2 EA 5� INSTALL 8" DIP SEWER MAIN 144 LF (D --REMOVE EXISTING PLUG, JOIN EXISTING WITH BAND SEAL 1 EA DIP/VCP COUPLING 3" MAX .SIZE NATIVE SOIL, COMPACTED 957. 6" MIN. 6" MIN. 10" MAX. 10" MAX. 'rr�rr�rrE= - - IGF 6" MAX SIZE NATIVE SOIL, COMPACTED 909. I" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% i." - z . z r= 31 N 1/2" CRUSHED STONE BEDDING LUd PER STD. SPECS. FOR PUBLIC WORKS �'1 a' CONSTRUCTION -I x '_ =11 0 "' IQ TLe co" noG- TABLE 200-1.2(A) SHOWN BELOW 8" VCP I `� OR 8" DIP MIM EWDING FOR 9" VCP/)Df? itr on DZIUM TABLE: 200-1.20)NIS SIEVE SIZE PERCENTAGE PASSING SIEVES 1 112 - 1" - 3/4" 100 e�.ErA?a 90-100 3/8" _20-60 N0.4 0-15 N0.8 0-5 SUMARr AVE B SUM AYE ' oQgOFr�S/p y y g NO. 3W52 � Exp. 6-30-20 t� `rl9T clVll FC CNIt`"�� CII S71WT CU IONSA a RD �- MGM ACCESS ttn � s � AVE i UR1 wator+;!A Sr WAI NUT AV FOs MNA I IYMW AVE ICII N.T.S. \ 1. CONS UC77ON NOTES QUAFffn @ INSTALL 8" EXTRA STRENGTH VCP SEWER MAIN 468 LF CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG. NO. 112 4 EA CONSTRUCT 4" EXTRA STRENGTH VCP SEWER LATERAL & CLEANOUT PER CITY STD DWG NO. 125 649 LF 0—INSTALL BACKWATER CHECK VALVE 2 EA 5� INSTALL 8" DIP SEWER MAIN 144 LF (D --REMOVE EXISTING PLUG, JOIN EXISTING WITH BAND SEAL 1 EA DIP/VCP COUPLING 3" MAX .SIZE NATIVE SOIL, COMPACTED 957. 6" MIN. 6" MIN. 10" MAX. 10" MAX. 'rr�rr�rrE= - - IGF 6" MAX SIZE NATIVE SOIL, COMPACTED 909. I" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% i." - z . z r= 31 N 1/2" CRUSHED STONE BEDDING LUd PER STD. SPECS. FOR PUBLIC WORKS �'1 a' CONSTRUCTION -I x '_ =11 0 "' IQ TLe co" noG- TABLE 200-1.2(A) SHOWN BELOW 8" VCP I `� OR 8" DIP MIM EWDING FOR 9" VCP/)Df? itr on DZIUM TABLE: 200-1.20)NIS SIEVE SIZE PERCENTAGE PASSING SIEVES 1 112 - 1" - 3/4" 100 1 2 90-100 3/8" _20-60 N0.4 0-15 N0.8 0-5 ASTM C 131 B TEST GRADIN ' oQgOFr�S/p y y g NO. 3W52 � Exp. 6-30-20 t� `rl9T clVll FC CNIt`"�� Prepared By: '0' ALLARD ENGINEERING ij I Civil Engineering - Land Surveying - Land Planning B253 Sierra Avenue Fontana, California 92335 (909) 356-IB15 Fax (909) 356-1795 -(e(Z O David S. Hammer, A.G.E. 43976 Date (expires 6/30/2005) eR�FEss,oN CITY 4F FONTANA, CALIFORNIA <v� \O S• Hq.tj �� SEW, ER IMPROVE MENT PLANS Z DRAWN BY. Scale: ca w No. 43976 AS NOTED m AE CT �• Exp. 6/30/05 �° DESIGNED BY: Date: * * ITLE EES ��P AE JUNE, 2004 qTF pF AL � E CH KED BY: A roved: o X71. , p 4/ Dwg. No. j ml PP CITY ENGINEER R.C.E. 51152 DATE: 324 ruenamem \owg \ I ziw/ \Z)tVVLK \ I a go -0u I.awg