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HomeMy WebLinkAbout3509-1MUM NOTES PERCENTAGE PASSING SIEVES 1 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. 20-60 N0.4 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 PRIOR APPROVAL OF THE CITY ENGINEER. DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE B 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. FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY STREET LIGHT APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY 4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT 29 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE 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. 5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES 30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 DIRECTED BY THE CITY TRAFFIC ENGINEER. FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. 6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN 31 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL CURB AT THE LOCATION OF THE SEWER LATERAL TIMES. 32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE 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. 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. IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR 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 PRIOR TO PAVING OF STREETS. FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR 35 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT GROUND MOVEMENT. PAVEMENT PRIOR TO PLACEMENT. 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN TILE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE 36 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE 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, 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. CITY OF FONT A, UTill il'Y NOTIFICATION LIST 12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR CITY OF FONTANA S.B.C. INC. SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE ATTN: CARLOS NAVARRO ATTN: JANE BLASINGHAM OPERATION AND WATER REQUIREMENTS. 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 13 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE (909) 350-6632 (714) 666-5500 OTHERWISE NOTED. SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT 14 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ATTN: DENNIS FREEMAN (800) 227-2600 ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO TILE 1981 W. LUGONIA AVENUE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REDLANDS, CA 92374 COMCAST ( CABLE TV ) PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING (909) 335-7547 ATTN: JACK HAYES DURING CONSTRUCTION. EMERGENCIES: (800) 427-2200 1205 DUPONT AVE. ONTARIO, CA 91761 15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, SO. CALIF. EDISON COMPANY (909) 390-4738 MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY 300 N. PEPPER AVENUE ENGINEER. RIALTO, CA 92376 VERIZON 909 820-5598 - UNDERGROUND ATTN: STEVE HOCK 16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL„ INCLUDING 909 875-5100 - TRANSMISSION 1400 E. PHILIPS BLVD. SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE 213 637-1233 - PIPELINES ONTARIO, CA 91766 909 357-6505 - DISTRIBUTION (800) 422-4133 BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY 800 422-4133 MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION WATER COMPANY SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE TTN: MICHAEL J. McGRAW ATTN: WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE CRAWFORD CANYON MUTUAL WATER CO. 8440 NUE AVENUE ESTABLISHED FOR LATER REPLACEMENT OF TILE MONUMENT. ATTN: BASIL J. FABRIZIO (909) 463-9580 FONTANA CAA 92235 (909) 822-2201 17 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND FAX: (909) 823-5046 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. PEVATE ENG IS NOTICE TO COMMAMM 19 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE 20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE THE CITY INSPECTOR. PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. 21 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND 22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE SWALES AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY ENTERING OR LEAVING IMPROVEMENTS. AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE 23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR OF THE DESIGN PROFESSIONAL AND FINISH TO MATCH EXISTING CONCRETE. EWAUTIIO CHAS'SAM, USES: 24 IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES THE CONTRACTOR THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR MAPLE 11c,'KA A"'IFORATIA LANDINGS ZOP'ECIFIC PLAN 3" MAX SIZE NATIVE 3" MAX SIZE NATIVE SOIL, COMPACTED 95% SOIL, COMPACTED 95% 6" MIN. 6" MIN. 6" MIN. 6" MIN. 10" MAX. 10" MAX. 10" MAX. 10" MAX. t k f 11`li 1� 6" MAX SIZE " N — NATIVE SOIL, 1 1 MAX. SIZE - SELECTED NATIVE 6" MAX SIZE - COMPACTED 90% - - - --- BEDDING COMPACTED NATIVE SOIL, TO 907. COMPACTED 907. 1" MAX. SIZE SELECTED NATIVE N ? BEDDING COMPACTED TO 90% 8 VCP/DIP �� a d 1/2" CRUSHED I I N z_ STONE BEDDING _ T PER STD. SPECS. = a`''_. d 8" VCP/ DIP FOR PUBLIC WORKS o c., o CONSTRUCTION �' o� TABLE 200-1.2(A) =, TYPICAL DEDDmG FON r valon, SHOWN BELOW DIM nm it Dw, TYPICAL DMING FOR r VCP/Dl NTS ltd' OD DMPER TABLE. 200-1.2(A) NTS SIEVE SIZE PERCENTAGE PASSING SIEVES 112" INDICATES RIGHT-OF-WAY LINE - - 3/4" 100 112' 90-100 3/8" 20-60 N0.4 0-15 NO.8 0-5 ASTM C 131 TEST GRADIN B NNA SON AVENUE 1 eAW M Sr vicuffy 1A�AP N.T.S. CONSTRUO NOTES ES TE OF QUANTIM O—REMOVE EXISTING PLUG 2 EA 0—CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 4 EA 30— CONSTRUCT 4" EXTRA STRENGTH VCP SEWER LATERAL & CLEANOUT PER 857 LF CITY STD DWG NO. 125 (SEE GENERAL NOTE NO. 30) 26 EA 0—CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN 887 LF 5O— BACKWATER CHECK VALVE (SEE GENERAL NOTE NO. 39) 7 EA INSTALL 8" PLUG & MODIFY THE FLOW CHANNEL AT THE BOTTOM OF EXISTING MANHOLE _ 2 EA 70— ABANDON EXIST. 8" VCP SEWER, FILL W/ GROUT AND SEAL W/ A WALL OF CONCRETE 182 LF SO— REMOVE EXISTING STUB AND JOIN EXISTING MANHOLE 1 EA 9 REMOVE PORTION OF EXISTING SEWER PIPE 2 LF 10 ENCASE 4" SEWER LATERAL PER DETAIL "A" ON SHEET 1 10 LF 6" TYP Q , III—III=1 I I=111 =1 I_ a : • ° : _ #4 REBAR LONGI( _ (� (4 REQD) t TIE BAR V, 0.0 .4. = 3" CLR TYP DETAM "A" COAL ENCASEMN SCALE: 1'I SEWER MAIN STREET 5'-6' VARIES WITHIN KNUCKLE LEGMVP INDICATES RIGHT-OF-WAY LINE - - SEWER LINE S--- EXIST. SEWER LINE WATER MAIN 8" N STORM DRAIN LINE L� EXIST. SEWER MANHOLE Q SEWER MANHOLE — - - CENTERLINE -� FIRE HYDRANT --. STREET LIGHT L.M.E. LANDSCAPE MAINTENANCE EASEMENT STORM DRAIN `* � U i 5 i BTM OF WTR I PIPE O.D. ELEV. PROPOSED 30" STORM DRAIN i PER CITY DWG # 3379 IBOTTOM OF SO PIPE ELEV. TOP OF SWR 4" LATERAL-\ S=0.0200 LAT PIPE ELEV. , - -- �� 422.5- LOTS 17, 18, 19 1k 20 SEE SHT. 2 LOTS 119 12,12SEE SHT.2 SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE BASIS OF BEAIWIGS: HOUSE LAMMALS DETAIL Q PART, ON THE BASIS OF INFORMATION COMPILED AND 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."=4 . FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE BEARINGS ARE BASED ON THE SOUTH LINE OF THE NORTHEAST ONE-QUARTER HORIZ: 1 RESPONS.LE FOR ANY ERRORS OR OMISSIONS WHICH STANDARD DETAIL FOR TERMINAL CLEANOUT. OF SECTION 35, T 1 N., R.6W., S.B.M. BEING N.89'47'11 "W AS SHOWN ON TRACT VERT. 1 =4 HAVE: BEEN INCORPORATED INTO THE DOCUMENTS AS MAP 15655-22, MB. 270/1-3 RECORDS OF SAN BERNARDINO COUNTY. A RESULT THEREOF. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF REQUIRED PREPARED FOR: BENCH Prepared By: pF ESS i CITY OF FONTANA, CALIFORNIA L1 � ALLAFiD ENGINEERING oQ� s Nq°�� aVEO NOT CO v NCE �� � 1 F CALIFORNIA LANDINGS SPECIFIC PLAN TCJO YEARS OF THE DATE OF APPROVAL CALTRANS BENCHMARK N0. 8-17 Civil EngineeringLand Surve ' Land Planning BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343 DRAWN BY: TACT NO L ���1 SCALE: o HO . - �9 - g � ., AMMMAA&AAAM M~ SHOWN HEEEON AND FORTH Ilii A 801 CORPORATE CENTER DRIVE 8253 Sierra Avenue � m AE AS NOTED DMIGENT 1�IANPiER, THE CITY ENGINM MAY N/0 HIGHLAND AVENUE, 0.2 MI. W/0 Fontana, California 92335 w No. 43976 rn S � FLAN DIAL TWO WORKING 2 REK sT. I✓<1MSS PR. L/TILE c . 70 �4R 7 �, 01 SUITE 201 SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE � Exp. 6/30/05 DESIGNED BY: DATE. DAYS BEFORE RE REVISIONS TO TM PLANS TO POMONA, CA 91768-5641 OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG (909) 356-1815 Fax (909) 356-1795 ]BEFORE AE � LE HEFT DECEMBER, 2003 Y ❑ U DIG YOU DIG WAX fcwo N41rw!-/ES cT. To Mb-CCAI/VE'L L AVE . 909 802-1154 HIGHLAND AVENUE FROM SIERRA AVENUEL17-11101 k'� �� G THIM EM COINVO CE WrM ( ) 1 Z o �� C I V I �- ��' C , ECKED BY. PR ED BY: ` DRAWING NO.: 1 TOLL FREE 1-800-227-2600 PER COC OOC /# 2CO6 -01/7-223 2 /7 D$ MOPS AND STAM IN EFFECT FAX (909) 802-1111 David S. Hammer, A.C.E. 43976 D to FOF CAL�FO C0� �mi/DSH BKS" .� A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT©�I?�D Uwe 1/ ��1 /99 J11001ELEVATION, 1428.6090 (expires 6/30/2005)' CITY ENGINEER R.C.E. 51152 �b9 S R/W �S'f� .36637 =0 i I1` APME A44D OGAW, /VC I IZ` . ClJ�• D� • Sullf 200, o4�D, cA 97�'Gl :r Filename: M:\DWG\19202\SEWER\15655-18-SOI.DWG