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HomeMy WebLinkAbout3018-1GENERAL 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 THAN 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. CONSTRICTION 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 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 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 BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE BY A REGISTERED CIVIL 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 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. 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 FORM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE 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 OF TERMINAL CLEANOUT. 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. ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 27. SHORT V.C.P. 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 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 "S" 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. Or Underground Service Alert - LCall: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG OWNER / DEVELOPER: NEW WEST PROPERTIES NEWPORT BIEACH, CA k660TE 375-A (949) 640-6420 * FAX: (949) 640-6484 BENCHMARK: Off B.M. W. All Uy.- 13115 NAIL IN POLE #1536697E S.W. CORNER SULTANA & BASELINE MARK I BY I DATE ENGINEER CITY OF FONTANA SEWER IMPROVEMENT PLANS TRACT NO. 15964 BASELINE AVENUE Qi LOT 7) IN/8 -17/20-30 M.H. 3 I I FH 1 I 51 I 2 I I I I 50 TRACT BOUNDARY 3 BW I I I 4 ew 49 I I � j I 5 ew 48 W I N 6 BW BW 47 w I I W I N I I 7 ew 46 W M.H. 2 15' 8 45 W W I > 9 ew 44 Q N Q W I CL 10 BW 43 i I J 11 ew 42 0 W - 12 Bw 41 i I I I 13 BW 40 FH M.H. 1 I I 14 (BD 39 I I TRACT BOUNDARY-,, OUNDARY I I 15 38 M.H. 5 I I 16 37 I I 17 Bw I I TRACT BOUNDARY 52 69 53 M.H. 8 68 W FH Z. FH 54 67 g 55 66 W Z 56 ew 65 M.H. #7 BW I BW 64 58 63 59 62 60 ew OISE 61 ew VENU FH INSTALL 8" EXTRA STRENGTH V.C.P. SEWER MAIN SEE SHEET 4 M.H. 6 M.H. 83 1 82 81 80 84 1 85 86 87 MEMPHISDRIVE M.H. 11 \ 70 71 W 72 TRACT BOUNDARY - _ Tz VI DESCRIPTION La 73 (BD 1O CONSTRUCT SEWER MANHOLE PER CITY STD. DETAIL 112 11 EA. FH 74 BW INSTALL 8" EXTRA STRENGTH V.C.P. SEWER MAIN � 3 WAY W 75 90-100 3 W 76 ew > 3 BACKWATER VALVE 3� � EA. 5 0 77 Bw < D No.l 0 300 N. PEPPER AVENUE 0 78 Z 79 ew O 3 M 01 88 89 ESHETH3 46 36 / 35 1 34 1 33 1 32 1 31 30 29 82 X33 84 97 88 �T BOUNDAR'f 28 20 I Co N sT�� GT 101 N oT Es Cs+t`� T CONSTRUCTION NOTES & QUANTITY ESTIMATES* ITEM DESCRIPTION QUANTITY 1O CONSTRUCT SEWER MANHOLE PER CITY STD. DETAIL 112 11 EA. O2 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER MAIN 2,610 .F. O3 INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER CITY STD. DETAIL 125 90-100 4O INSTALL 4" D.I.P. SEWER LATERAL WITH HOT DIP BITUMINUS C G AND AL JOINTS 72 L . 0-15 BACKWATER VALVE 3� � EA. 5 E t R.E PLACE, ac. YIN T T. SF < D No.l (909) 390-4738 ©� INg'1'Al►l_ SI�VJEie L.ATIRJ�L •>PMiz APW A - * QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND 'ST"C Z23 -)I caw -%"E.; t` 0C>lFtCn fP�2 SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN .4 C_ QUANTITIES AND ID A COMPLETE JOB. O-- �CA'55e 4" .5r W E �,�►T ���- LF• FOR "D" < 10 FOR " " > QA & © = 1 " MAX. SIZE SELECTED MAX. SIZE NATAVE BEDDING SELECTED NATAVE BEDDING COMPACTED TO 90% COMPACTED TO 90% Q = 1/2" CRUSHED STONE BEDDING © = 3" MAX. SIZE NATIVE PER STD. SPECS. FOR PUBLIC SOIL MWDArTM 95� WORKS CO STRUCTION TABLE LOT � 9 j\_/1� J7/2` -3- 0 I 18 BW . 1--�� PROPOSED 8" SEWER PER PER TRACT 15964-1 20 21 22 23 24 25 26 27 28 27 6 19 BW RANCHO FONTANA VI LAG PARKWAY " 3 -36" SD - -TRACT BO DARY - - - - - - - I I� XIST ,c� EXIST. EXIST77 FH W FH FH I PROPOSED 8" EWER PER < PE 0. 15064-1 ,� oI rz I I ` god 3U EXISTING 8" V.C.P. SEWER � 1 EXISTING TRACT I EXISTING TRACT pER DWG. NO. 1295 12981-3 I 12981-4 r1ze pr•9*-l> 15Y. S."�' ALLARn ENNNEERING Q Mo.43� s cwlh RN4lNeeRlwq - L VAV PLjtKNINy dpgtt8 ,,.. - LAND g V RYE�`s � 'r '�' :• � # � �C MAP �u Fae N,.IN� �'a CAII NT1�.N �, SCALE:1 "=100' pw %o S. RAK titc_.rL Ph -r IE - SEAL -ENGINEER SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS pFESS/ NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN Aco DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE War ? m Exp. 12/ REVISIONS TO THE PLANS TO BRING THEM INTO p 2 317 * . 31 /05 N T 111 %aS. A m` SHT y CONFORMANCE WITH CONDITIONS AND STANDARDS IN s�TF of lvI`\E���\P VAPR DATE EFFECT. CAS REVISIONS CITY TABLE: 200-1.2 (A) SIEVE SIZE PERCENTAGE PASSING SIEVES 1 1/2- /2"1" --PROJECT 1. - 3/4" 100 1/2- 90-100 3/8" 20-60 NO. 4 0-15 NO. 8 0-5 ASTM C 131 TEST GRADING B BASELINE AVENUE ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER 8353 SIERRA AVE --PROJECT FONTANA, CA. 92335 ANAHEIM, CA. 92807 (909) 350-6632 (714) 666-5467 SO. CALIF. GAS COMPANY SITE ATTN: DENNIS FREEMAN (800) 227-2600 Z Z Z EMERGENCIES: (800) 427-2200 Uj Z Q < SO. CALIF. EDISON COMPANY (909) 390-4738 300 N. PEPPER AVENUE RIALTO, CA. 92376 MILLER AVENUE ATTN: STEVE HOCK M 1400 E. PHILLIPS BLVD. 213 637-1233 - PIPELINES9NTgR10, CA. 91766 909 357-6223 - DISTRIBUTION N U N ATTN: MICHAEL J. MCGRAW ATTN: BILL VANDERKIEFT, JR. 8440 NUEVO AVE. FOOTHILL BOULEVARD F909) AX: (909)822-2201 823-5046 VICINITY MAP NOT TO SCALE THOMAS BROS. 2001 EDITION PAGE 574, GRID E-7, AND F-7 DO = 6" MAX. SIZE NATIVE 200-1.2 A SHOWN HEREON. SOIL COMPACTED 90% © = 3" MAX. SIZE NATIVE SOIL COMPACTED 95% QD = 6" MAX. SIZE NATIVE PIPE SOIL COMPACTED 90% FINISH STREET SUBGRADE 12" C 0 8" VCP 6" MIN 10" MAX SLOPE PER EEEE RECOMMENDATION 12" MIN. PIPE O.D. 4" MIN. 6" MIN. TO" MAX. ' WIDTH ' TYPICAL TRENCH /BEDDING DETAIL ** BACKWATER VALVES ARE REQUIRED FOR THE FOLLOWING LOTS: LOTS: 3-6, 10-14, 17-19, 44, 46, 47, 57, 60, 61, 64, 65 73, 74, & 76-78 'TRACT KG 14q-1"1 L01 (6-1-69% 73-15 C '14-78 "BACKWATER VALVES ARE REQUIRED WHEN THE UPSTREAM SEWER MANHOLE RIM ELEVATION IS HIGHER THAN THE PAD ELEVATION. CITY OF FONTANA, UTILITY NOTIFICATION LIST CITY OF FONTANA PACIFIC BELL CO. ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER 8353 SIERRA AVE 3939 E. CORONADO STREET FONTANA, CA. 92335 ANAHEIM, CA. 92807 (909) 350-6632 (714) 666-5467 SO. CALIF. GAS COMPANY UNDEGROUND SERVICE ALERT ATTN: DENNIS FREEMAN (800) 227-2600 EDDAN237NUERLANS,C94 (909) 335-7547 COMCAST CABLE N ) ATTN: JACK HAYES EMERGENCIES: (800) 427-2200 1205 DUPONT AVE. ONTARIO, CA. 91761 SO. CALIF. EDISON COMPANY (909) 390-4738 300 N. PEPPER AVENUE RIALTO, CA. 92376 GENERAL TELEPHONE COMPANY 909820-5598 - UNDERGROUND ATTN: STEVE HOCK 909 875-5100 - TRANSMISSION 1400 E. PHILLIPS BLVD. 213 637-1233 - PIPELINES9NTgR10, CA. 91766 909 357-6223 - DISTRIBUTION (760) 245-0846 FONTANA WATER COMPANY CRAWFORD CANYON MUTUAL WATER CO. ATTN: MICHAEL J. MCGRAW ATTN: BILL VANDERKIEFT, JR. 8440 NUEVO AVE. (619) 868-6040 FONTANA, CA. 91766 F909) AX: (909)822-2201 823-5046 LEGEND 6- PROPOSED FH SEWER MANHOLE ;) EXISTING FH SEWER MAIN AND LATERALS W W PROPOSED WATER 0 TERMINUS SEWER MANHOLE EXISTING WATER I SEWER PLUG a-- PROPOSED WATER SERVICE SEWER CLEANOUT - - - - EXISTING OR PROPOSED SEWER & MANHOLE BW BACKWATER VALVE REQUIRED CSL ENGINEERING, INC. 11651 STERLING AVENUE, SUITE E CITY OF FONTANA, CALIFORNIA RIVERSIDE, CALIFORNIA 92503 DRAWN BY: (909) 785-5122 * FAX (909) 785-5180 SE DESIGNED BY: PREPARED BY: R.C.E. N0. 25917 RAS /► EXP. 12/31765T- DATE: /1/0-00 CHECKED BY RICHARD A. SCIANNI JJL Raj SEWER IMPROVEMENT PLANS SCALE: 1"-100 TRACT 1 DATE: TITLE SH JUNE, 2001 DWG. NO. SHEET ITY ENGINEER: RICARDO SANDOVAL, R.C.E. 51152 3018 1 OF JIV�4�� 1 1- 1 O -U I /04O-rJLWLK I .UVVU/J: I UU