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Home My WebLink About2942-1PRIVATE ENGINEER'S NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THME ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY. FOR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LMTED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE COUNTY OF SAN_ BERNARDINO, THE OWNER, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK.ON' THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. UNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All 'f"hanges to the plans must be in writing and must be approved by the preparer of these plans. Underground Service Alert Call: TOLL FREE 1-aoo 227-2600' TWO WORKING DAYS BEFORE YOU DIG RIVERSIDE BLUEPRINT - RIVERSIDE, CALIF. N IbENGN VA12%K: beneh Mark No. 1905 6hi2. "x`' in Top of (,urb of Weyt end of Norfhweyf Gurb (return Mallory Orive and 1✓1 1Jlolino Gourt. I✓[evation* 112)62 &ASIS OP 1b9:^K1W6S?: baeri5 of bearin,�y waq taken from the centerline of Mallory Drive shown a9 IJ Si +7 o6p, per Traot No.I 121, M. b. 90MO), San 6ernardino 6ounf y, California. VICINITY MAE co 11 Q U A N T I T I E S E S T I M A T -E SEWER MANHOLES SEWER LATERAL DATA LOT NO. DESIGN STATION "AS BUILT".STATION 1. EACH 0 + 80 11350 2 4" V. C. P. SEWER LATERAL 1 + 33 -L.F. 3 137* 1 + 89 A.C. PAVEMENT 4.5" AC MINIMUM ON 4 2 + 70 5 ON CROSSING OF MALLORY AVENUE AND 3 + 13 6 3 + 92 PEPPER AVENUE. 7 4 + 40 8 5 + 07 9 5 + 65 10 6 + 36 11 0 + 78 12 1 + 35 13 2 + 15 14 2 + 74 15 3 + 50 16 per and Std. No. Plan 114 17 per and Std. No. Plan 114 18 per and Std. No. Plan 114 19 3 + 33 20 2 + 93 21 1 + 97 22 1 + 4.8 23 0 + 70 24 0 + 75 25 1 + 26 26 2 + 10 27 2 + 75 28 3 + 47 29 per -and Std. No. Plan 114 30 per and Std. No. Plan 114 31 per and Std. No. Plan 114 32 3 + 42 33 2 + 85 34 1 + 95 35 1 + 41 36 0 + 70 37 0 + 90 PRIVATE ENGINEER'S NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THME ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY. FOR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LMTED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE COUNTY OF SAN_ BERNARDINO, THE OWNER, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK.ON' THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. UNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All 'f"hanges to the plans must be in writing and must be approved by the preparer of these plans. Underground Service Alert Call: TOLL FREE 1-aoo 227-2600' TWO WORKING DAYS BEFORE YOU DIG RIVERSIDE BLUEPRINT - RIVERSIDE, CALIF. N IbENGN VA12%K: beneh Mark No. 1905 6hi2. "x`' in Top of (,urb of Weyt end of Norfhweyf Gurb (return Mallory Orive and 1✓1 1Jlolino Gourt. I✓[evation* 112)62 &ASIS OP 1b9:^K1W6S?: baeri5 of bearin,�y waq taken from the centerline of Mallory Drive shown a9 IJ Si +7 o6p, per Traot No.I 121, M. b. 90MO), San 6ernardino 6ounf y, California. VICINITY MAE co 11 Q U A N T I T I E S E S T I M A T -E SEWER MANHOLES 4 EACH SEWER TERMINAL CLEANOUT 1 EACH 8" V. C. P. SEWER MAIN 11350 L.F. 4" V. C. P. SEWER LATERAL 1,291 -L.F. SAWCUT, REMOVE AND REPLACE EXISTING 137* TONS A.C. PAVEMENT 4.5" AC MINIMUM ON CYPRESS AVENUE AND 4.0" AC MINIMUM ON CROSSING OF MALLORY AVENUE AND ON CROSSING OF CHANTRY AVENUE AND PEPPER AVENUE. CONS TRUCT I'O N N 0 T E S 0) -INSTALL 8" EXTRA STRENGTH V.C.P. SEWER MAIN WITH BEDDING PER DETAIL SHOWN ON SHEET NO. 1. (2 ) -FILL TRENCH AND REPAIR PAVEMENT PER CITY OF FON'TANA STD. DETAIL NO. 131. 3 INSTALL SEWER MANHOLE WITH FRAME AND COVER PER CITY OF FONTANA STD. DETAIL NO.'S 109 and 112. (4 ) -INSTALL SEWER TERMINAL CLEANOUT WITH FRAME AND COVER PER CITY .OF FONTANA 'STD. DETAIL NO, 128... 5 INSTALL 4" V.C.P. SEWER LATERAL WITH CLEANOUT AND BOX PER CITY OF FONTANA S'I'D. DETAIL NO.'S 125 AND 125B. Ae?IAL BATA Icy-. Arrowhead Mapping Co. P. 0. lbox 0701 San Bernardino, GA', 192427 -CelePhone: (°)oO)) W -90)G0 _@FEss��,� CD CIO No. '3®3®1 � rn CAM Q OF CA�� CITY OF FONTANA GENERAL NOTES FOR SEWER IMPROVEMENT PLANS 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 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 BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 16 REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, 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. CITY OF FONTANA SEWER IMPROVEMENT NOTE: SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. n 1ofm ENOINEEnING and ASSOCIATES LA"D PLAHNING AICD CIVIL ENGINEEnINQ 723 PL"D'" STREET; SUITE I - SAN BF-nNAnDINO, CALIF. 92401 Phone (909) 084-70'90 Fax (909) 884-0124 June 119 �..r , 2001 �ure5h noddiah, K -O. I✓. '�G3G1 nate REV.I KEV1510P OES76KIVTIOIJ 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. r 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-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 FOR 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. 26 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF TIIE 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 STREETRIGHT OFWAY, 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. PATE I EWGK.1 GITY I PATE Y MAX SIZE NATIVE SOIL, COMPACTED 95% 6" MIN. 6" MIN. 10 MAX. 10" MAX. 6" MAX SIZE NATIVE N SOIL, COMPACTED 90X_ r- — — 1 " MAX. .NATIVE Bi To 90% z + ao 8" VCP = r .TYPICAL BEDDING FOR 8' VCP LESS THAN 1U DEEP SCALE: 1 " = 2' CITY OF FONTANA, CALIFORNIA SEWER IMPROVEMENT FLAN DRAWN BY: M ALL Or<,Y 19I2IVI: - FC -OM G`(,r2ge5G AV ENur To SCALE: G J M CIKEENvwoob COU12T. Ay Shown cHANTIZY AvirNU1✓ EROM MALL0�`� 091VE TO DESIGNED BY: EN rI OF c!1 L -� UE -9^0- DATE: pEpp>; vENU FtzoM LorzY el�lvE. 7o Fig . zoo( NCS Or qLJL - VE - SAG• CHECKEn BY: DRAWING NO.: ;�6oe 1. C 2 . 91 15 2 Z9 TZ