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Home My WebLink About3884-1CONSTRUCTION NOTE:i AND QUANTITIES NO. ITEM TOTAL UNIT OREMOVE EXISTING (ITEM PER PLAN) 1 LS O JUNCTION STRUCTURE PIPE TO RCB PER APWA STD. PLAN NO. 1 EA 333-1, DETAIL ON SHEET 4 OINSTALL 60" RCP, D—LOAD PER PLAN 1014 LF �4 INSTALL 48" RCP, D—LOAD PER PLAN 567 LF MANHOLE PIPE TO PIPE MAINLINE 36" OR LARGER PER APWA STD. 3 EA PLAN NO. 320-1, DET. ON SHEET 3 ASPHALT CONC. PAVEMENT REPLACEMENT PER CITY OF FONTANA O STD. PLAN NO. 131 510 TONS O MANHOLE PIPE TO PIPE PER APWA STD. PLAN NO. 322-1, DETAIL 2 EA ON SHEET 3 O CONCRETE COLLAR PER APWA STD. PLAN NO. 380-2, DETAIL 1 EA ON SHEET 4 Og DOUBLE BRICK AND MORTAR PLUG FOR RCP, DETAIL ON SHEET 2 2 EA 10 MONOLITHIC CATCH BASIN CONNECTION PER APWA STD. PLAN NO. 1 EA 308-1, DETAIL NO SHEET 'el - 11 REMOVE AND REINSTALL 42" RCP 28 LF 12 CONST. VELOCITY CONTROL RING PER APWA STD. PLAN NO. 1 EA 383-1, H 3.0", DETAIL ON SHEET NO. 2 14 SAWCUT EXISTING AC PAVEMENT PER CITY STANDARD 3,500 LF DETAIL NO. 131 15 NOT USED — — 16 CONST. LOCAL DEPRESSION PER APWA STD. PLAN NO. 313-1, CASE B, DETAIL ON SHEET NO. 2. 1 EA GENERAL NOTES FOR STORM DRAIN 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 ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 5 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. 6 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. 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 8 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. 9 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. 10 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 11 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. 12 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. 13 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. 14 STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. 15 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. 16 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17 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. TOLL FREE —800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 18 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. 19 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20 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. 21 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 22 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. 23 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. 24 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 25 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 26 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. 27 IF EXISTING UTILITIES OR ANY OTHE=R FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 32 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 34 MINIMUM D—LOAD FOR ALL RCP IS 1350. 35 THE CONCRETE COATING ON THE INSIDE OF ALL RCP's MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCEMENT WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE Fc=5,000 PSI FOR VELOCITIES EXCEEDING 20 FPS AND Fc=6,000 PSI FOR VELOCITIES EXCEEDING 30 FPS. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THESE PIANS BY THE CIN OF FONTANA DOES NOT CONSTITUTE A REPRESENTATIVE AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION OR THE EXISTENCE OR NONEXISTENCE OF A UTILITY AND/OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITIES OF RECORD OR NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 2. RELOCATION OR RENEWAL OF ANY EXISTING UTILITIES SHALL BE PERFORMED BY THE RESPECTIVE UTILITY OWNERS, AT THE EXPENSE OF THE DEVELOPER. 3. THE GRADING CONTRACTOR SHALL SATISFY HIMSELF AS TO THE GRADING QUANTITY AS SHOWN ON THIS PLAN AS PART OF HIS BID. 4. IT IS REQUESTED THAT THE GRADING CONTRACTOR NOTIFY THIS PRIVATE ENGINEER BY CALLING AT LEAST 48 HOURS BEFORE COMPLETION OF THE GRADING OPERATION IN ORDER THAT THIS OFFICE MAY PERFORM A FINAL INSPECTION TO COMPLY WITH OUR GRADE CERTIFICATION COMMITMENT TO THE CIN OF FONTANA. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO COMMENCEMENT OF GRADING OPERATIONS. 6. UNAUTHORIZED CHANGES AND USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE HELD RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USE OF THESE PLANS AND ANY CHANGES, ADDTIONS AND/OR DELETIONS MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CIN OF FONTANA. BASIS OF BEARINGS: BENCHMARK' THE BEARING OF N 00'05'15"W FOR THE WEST LINE OF THE NORTHEAST ONE—QUARTER OF SECTION 31, TOWNSHIP 1 SOUTH, RANGE 5 WEST, AS SHOWN ON TRACT 13616 RECORDED IN BOOK 204 PAGES 23 TO 26 OF THE OFFICIAL RECORDS OF SAN BERNARDINO COUNTY. SAN BERNARDINO B.M. OF 627, NAVD 88 ELEVATION: 1011.70 FEET REV. REVISION DESCRIP110N DATE ENGR. CITY DATE 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. o 0 a > a 3 V) Z w w a O I Q J Q Q Ofa. x .1 Z Ix Ld m W 00.. U U O U JURUP I AVE 11 11 11 IL INDEX OF SHEETS DESCRIPTION TITLE SHEET, VICINITY MAP, STORM DRAIN NOTES INDEX MAP AND DETAILS DETAILS CYPRESS AVENUE STA 10+00.00 TO STA 19+50.00 CYPRESS AVENUE STA 19+50.00 TO STA 26+01.14 TRAFFIC CONTROL PLANS SAFETY RESPONSIBILITY VICINITY MAP SHT Nos. 2 3 & 4 5 6 7, 8, & 9 N.T.S CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD 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. EXISTING UNDERGROUND STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. THE CONTRACTOR SHALL CALL DIGALERT AND HAVE ALL UTILITIES MARKED BEFORE DIGGING. R/W 84, R/W EXIST. SIDEWALK," EXIST. 8" CURB & GUTTER �O ya ESR. Sj�N� m af No. 024725 �, Exp. 12/31 /05 , �9� CIVIL Or c,��° EARS 1. 2.5" AC OVER 12" COMPACTED NATIVE CYPRESS AVENUE (EXISTING) DWG NO. 1824 (FOR REFERENCE ONLY) N.T.S. — "\ EXIST. SIDEWALK OWNER: EXIST. 8" CURB &GUTTER TEN—NINETY, A CALIFORNIA LIMITED PARTNERSHIP 470 E HARRISON STREET CORONA, CALIF. 92879 UTILITY AGENCIES CITY OF FONTANA 8353 SIERRA AVE FONTANA CA 92335 TELEPHONE (909) 350-7610 SO.CALIF GAS COMPANY -- DISTRIBUTION FACILITIES 16231 VALLEY BLVD. FONTANA, CA 92335 TELEPHONE (889-9711) OR (800) 422-4133 SO.CALIF GAS COMPANY -- TRASMISSION DEPARTMENT BREA, CA 92621 TELEPHONE (909) 529-2889 OR (800) 422-4133 SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVENUE FONTANA, CA 92336 (909) 357-6231 (SO. OF MERRILL) (909) 357-6223 (NO. OF MERRILL) (800) 422-4133 SAN BERNARDINO COUNTY FLOOD CONTOL DISTRICT 825 E. THIRD STREET SAN BERNARDINO, CA 92408 (909) 383-1665 PACIFIC TELEPHONE AND TELEGRAPH COMPANY 3073 ADAMS STREET RIVERSIDE, CA 92504 (714) 359-2585 OR (800)422-4133 FONTANA WATER COMPANY 8440 NUEVO AVENUE P.O. BOX 987 FONTANA, CA 92334 (909) 822-2201 GENERAL TELEPHONE COMPANY 245 N. MOUNTAIN AVENUE POMONA, CA 91766 (213) 357-2257 OR (800)422-4133 PLAN PREPARED BY: Ityll VAN DELL AND ASSOCIATES, INC. CIVIL ENGINEERS SURVEYORS LAND PLANNERS APPLICANT/DEVELOPER: FIESTA DEVELOPMENT 470 E HARRISON STREET CORONA, CALIF. 92879 CITY OF FONTANA, CALIFORNIA OFFSITE STORM DRAIN IMPROVEMENT ALONG CYPRESS AVE. DRAWN BY: AMN TRACT NO. 17027 scALE: 17801 CARTWRIGHT ROAD AS SHOWN IRVINE CA 92614 (949) 474-1400 DESIGNED BY 71TLE SHEET DATE: UNDER THE SUPERVl41ON OF: EMR J 06-01-05 CHECKED BY DRAWING NO.: ggftljpT DRG ( 7 `" 2� 3884 DONALD R. GORDON R.C.E. 24725 DATE ICARDO SA DOVAL, City Engr. R.C.E. 51152 DA1E- 6 Q 0 0 -o 0 1 w E-- 0 I 0 cn 0 I 0 0 �I 00 00 0 V) z W 0 01 00 00 v a) 0 0