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Home My WebLink About3435-1GENERA!. NOTES 1 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 SPECIFICATIONS 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 REFERENCE TO PRECEDENCE PROVISIONS IN THE 'GREEN BOOK", 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. INSPECTION 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 THE CITY TRAFFIC ENGINEER. 6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR 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 REQUIRaiSY S 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 EXISTING 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. 11 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 EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE 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 REPLACEMENT 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 CERTIFY ALL BACKFILL 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 EXISTING 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. o O z o 0 DIAL TW❑ W❑WING BEFORE DAYS BEF❑RE YOU DIG Y❑U DIG o TOLL FREE 1-800-227-2600 0 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0- 25 SANITARY 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 MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS 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 BY THE CITY ENGINEER. 30 TERMINATE ALL 4' HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12' BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. 31 THE SEWER CONTRACTOR SHALL STAMP AN 6S" IN THE FACE OF THE CURB AT THE 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 MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES 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 TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 38 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 39 BACKWATER CHECK VALVES TO BE INSTALLED UNDER A SEPARATE BUILDING DIVISION PERMIT. CITY OF FONTANA, UTILITY NOTIFICATION UST CITY OF FONTANA S.B.C. INC. 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 227-2600 SO. CALIF GAS COMPANY UNDERGROUND SERVICE ALERT 1981 W. LUGONIA AVENUE (800) 422-4133 REDLANDS, CA 92374 (909) 335-7547 COMCAST (CABLE TV ) EMERGENCIES: (800) 427-2200 1205 DUPONT AVE. o— ONTARIO, CA 91761 SO. CALIF. EDISON COMPANY (909) 390-4738 300 N. PEPPER AVENUE BOTTOM OF STORM DRAIN RIALTO, CA 92376 VERIZON 909 820-5598 - UNDERGROUND 1400 E. PHILIPS BLVD. 909 875-5100 - TRANSMISSION ONTARIO, CA 91766 213 637-1233 - PIPELINES (800) 422-4133 909 357-6505 - DISTRIBUTION 800 227-2600 FONTANA WATER COMPANY 8440 NUEVO AVENUE ADLLpHIA FONTANA CA 92235 1500 S. AUTO CENTER DRIVE (909) 822-2201 ONTARIO, CA 91761 FAX: (909) 823-5046 (714) 666-5500 PRIVATE QQN05 NOW TO CONTRACTOR: 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. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR 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 WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 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 THE DESIGN PROFESSIONAL UNAUTHORM CHANGES AND USES: THE ENGINEER 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. REV. I REVISION DESCRIPTION CITY OF FONTANA TRACT N0. 16478 SEWER IMPROVEMENT PLANS 39 s= -------------------a-------------------o 26 1 ; � 48 47 MH #5'30 29 I I T IF- I 2 - i 49 46 i ( ( MH I t^ ATHENA DRIVE MH ill 3 I ' 45 CF I l , I SHEET 2 4 11 1 11 51 44 i 1 i 0.' SEWER do STORM DRAIN — EASEMENT WIDTH VARIES • APN 0228-121-04 RECORD DOCUMENT RIi DTA03P These Record Documents have been prepared INDEX MAP based on information provided by others. The SCALE: 1'=80' Design Professional has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions hi hay be incorporated herein as a result DATE UNDERGROUND STRUCTURES DATE ENGR.j CITY DATE SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE VIATHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DAIGE T MANNER, THE CRY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDnxM AND STANDARDS IN EFFECT ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED AND/OR NOT INDICATED ON THE PUBLIC RECORD EXAMINED, OR LOCATED AT VARIANCE WITH PUBLIC RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES AND/OR STRUCTURES SHOWN, AND ANY OTHER UTILITIES AND/OR STRUCTURES FOUND AT THE CONSTRUCTION SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES AND/OR STRUCTURES INVOLVED BEFORE STARTING WORK. BASIS OF BEARING• BEARINGS ARE BASED ON THE NORTH LINE OF THE SOUTHWEST QUARTER OF SECTION 36 BEING N89'59'38"E AS SHOWN ON TRACT MAP 16158-2, MB. 286/1-4. PREPARED FOR: YOUNG HOMES 10370 TRADEMARK STREET RANCHO CUCAMONGA, CALIFORNIA, 91730 (909) 291-7600 FAX (909) 291-7630 BENCHMARK B.M. #361, SPIKE IN NORTH FACE OF P.P. J1536697E AT SOUTHWEST CORNER OF BASELINE AVENUE AND SULTANA AVENUE. ELEVATION: 1365.01 I I I 1 TABLE: 200-1.2(A) int DR PROJECT LOCATION VICINITY MAP NTS CONSTRUCTION NOTES ESTIMATE OF WANTf TIES �1 --REMOVE EXISTING 8' PLUG AND JOIN EXISTING 8" D.I.P. SEWER 1 EA. 2O—CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 11 EA 3 -CONSTRUCT 4' EXTRA STRENGTH VCP SEWER LATERAL AND CLEANOUT PER 1,371 LF CITY STD. DWG. NO. 125 (SEE GENERAL NOTE NO. 30) 56 EA. &-CONSTRUCT 8' EXTRA STRENGTH VCP SEWER MAIN 1,831 LF. 5- INSTALL BACKWATER CHECK VALVE 21 EA 66 CONSTRUCT 8' DIP SEWER MAIN 161 LF. rill I 1 1120 EXISTING FIRE HYDRANT o— O EXISTING STREET LIGHT ---- RIGHT OF WAY R/W — - — CENTER UNE —W— WATER MAIN —S-1 SEWER LINE W/LATERALS —<>--- SEWER MANHOLE o— SEWER CLEANOUT PUE PUBLIC UTILITY EASEMENT BOSD BOTTOM OF STORM DRAIN TOS TOP OF SEWER • APN 0228-121-04 RECORD DOCUMENT RIi DTA03P These Record Documents have been prepared INDEX MAP based on information provided by others. The SCALE: 1'=80' Design Professional has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions hi hay be incorporated herein as a result DATE UNDERGROUND STRUCTURES DATE ENGR.j CITY DATE SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE VIATHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DAIGE T MANNER, THE CRY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDnxM AND STANDARDS IN EFFECT ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED AND/OR NOT INDICATED ON THE PUBLIC RECORD EXAMINED, OR LOCATED AT VARIANCE WITH PUBLIC RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES AND/OR STRUCTURES SHOWN, AND ANY OTHER UTILITIES AND/OR STRUCTURES FOUND AT THE CONSTRUCTION SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES AND/OR STRUCTURES INVOLVED BEFORE STARTING WORK. BASIS OF BEARING• BEARINGS ARE BASED ON THE NORTH LINE OF THE SOUTHWEST QUARTER OF SECTION 36 BEING N89'59'38"E AS SHOWN ON TRACT MAP 16158-2, MB. 286/1-4. PREPARED FOR: YOUNG HOMES 10370 TRADEMARK STREET RANCHO CUCAMONGA, CALIFORNIA, 91730 (909) 291-7600 FAX (909) 291-7630 BENCHMARK B.M. #361, SPIKE IN NORTH FACE OF P.P. J1536697E AT SOUTHWEST CORNER OF BASELINE AVENUE AND SULTANA AVENUE. ELEVATION: 1365.01 I I I 1 TABLE: 200-1.2(A) int DR PROJECT LOCATION VICINITY MAP NTS CONSTRUCTION NOTES ESTIMATE OF WANTf TIES �1 --REMOVE EXISTING 8' PLUG AND JOIN EXISTING 8" D.I.P. SEWER 1 EA. 2O—CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 11 EA 3 -CONSTRUCT 4' EXTRA STRENGTH VCP SEWER LATERAL AND CLEANOUT PER 1,371 LF CITY STD. DWG. NO. 125 (SEE GENERAL NOTE NO. 30) 56 EA. &-CONSTRUCT 8' EXTRA STRENGTH VCP SEWER MAIN 1,831 LF. 5- INSTALL BACKWATER CHECK VALVE 21 EA 66 CONSTRUCT 8' DIP SEWER MAIN 161 LF. 3" MAX SIZE NATIVE - SOIL, COMPACTED 95% 6' MIN. 10' MAX. 6' MAX SIZE NATIVE— SOIL, COMPACTED 90% SIEVE SIZE LEGEND 1 1120 EXISTING FIRE HYDRANT o— O EXISTING STREET LIGHT ---- RIGHT OF WAY R/W — - — CENTER UNE —W— WATER MAIN —S-1 SEWER LINE W/LATERALS —<>--- SEWER MANHOLE o— SEWER CLEANOUT PUE PUBLIC UTILITY EASEMENT BOSD BOTTOM OF STORM DRAIN TOS TOP OF SEWER 3" MAX SIZE NATIVE - SOIL, COMPACTED 95% 6' MIN. 10' MAX. 6' MAX SIZE NATIVE— SOIL, COMPACTED 90% SIEVE SIZE PERCENTAGE PASSING SIEVES 1 1120 - is - 3140 100 112' 90-100 8" 3/8 . 20-60 NOA 0-15 N0.8 0-5 ASTM C 131 TEST GRADIN B 6" MIN. 10" MAX. PROPOSED 4' VCP SEWER LATERAL AND CLEAN OUT ISL2": �=3 R/W PER PLAN Z CURB. AND -GUTTER w PROPOSED 8" WATER LINE - - _ (BY OTHERS) PROPOSED 8" VCP - - - - - - SEWER MAIN ---� PER PLAN CURB AND GUTTER R/W U.) Uj 5 �PUE N TYPICAL LAYOUT NTS L--�--- -- I I: 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% - `- 8" VCP J 1 * TYPICAL BEDDING FOR r VCP LESS THAN 10' DEEP NTS Prepared By: Q ALLARD ENGINEERING O Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 356-1795 �.A-10-04 David S. Hammer, R.C.E. 43976 Date (expires 6/30/2005) Q�-IF ESS /CN o,\o S. H.1 -1 l F DRAWN BY: AE No. 43976 m Exp. 6/30/05 * DESIGNNEE/D BY: tpq j C V k- ��P CHECKED BY FCF CAL �F� JV RF 3" MAX SIZE NATIVE SOIL, COMPACTED 95X 6' MIN. 6' MIN. 10" MAX. 10' MAX. 6" MAX SIZE NATIVE ' I SOIL, COMPACTED 90% 1' MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90X -z N Z 1/2- CRUSHED � -�' --s_• - - - ^ � STONE BEDDING -_ PER STD. SPECS. a � - - � � I o� a o FOR PUBLIC WORKS CONSTRUCTION - TABLE 200-1.2(A) AT LEFT 8" VCP TYPICAL BEDDING FOR r VCP 10' OR DEM NTS CITY OF FONTANA, CALIFORNIA RANCHO FONTANA SPECIFIC PLAN TRACT N0.16478 SCALE. AS NOTED SEWER IPROVEMENTnAN DATE: APRIL, 2004 PPPED L z o DRAWING NO.: CITY ENGINEER R.C.E. 51152 3435 5 Filename: M:DWG./15911/11NAL DESIGN/STREET/16478—WS—OLM