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Home My WebLink About3882-1GENERAL 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. $URVEY 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. 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 OTHER 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. 33 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 34 MINIMUM D -LOAD FOR ALL STORM DRAIN RCP IS 1350. 35 THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FPS. 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. TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CITY OF FONTANA, CALIFORNIA ONSITE STORM DRAIN IMPROVEMENT PLANS REV. REVISION DESCRIPTION 10 REVISE STREET NAMES SHEET 2, 6, 7, 8, 9 & 10 gac'0xp OR4w1" vc' FOR TRACT N0. 17027 Q w Q -�'< a �� a ry 0- Q U Q U O (}j N ------------------------------JURUPA AVENUE L INDEX OF SHEETS DESCRIPTION REMOVE EXISTING (ITEM PER PLAN)............................................................. 2 EA SHT No. CONSTRUCT MANHOLE PIPE TO PIPE (LARGE SIDE INLET), TITLESHEET ................................................................. o PIPE TO RCB PER APWA STD. PLAN No. 322-1. 1 INDEX MAP AND TYPICAL SECTIONS, AND DETAILS .................... 2 DETAILS EA 53 INSTALL 42" RCP; D -LOAD PER PROFILE...................................................... 3, 4 & 5 LINE "2" STA 1+42.97 TO STA 9+77.87 .......................... 6 LINE "2" STA 9+77.87 TO STA 16+70.97 ........................ 7 LINE "1" STA 26+01.14 TO STA 28+99.55 ....................... 8 LINE "1-D" STA 10+00.00 TO STA 11+16.73 RECORD DRAWING LINE "1-C" STA 10+00.00 TO STA 12+75.36 ....................... 9 LINE "2-F" STA 1+00.00 TO STA 3+11.90 59 STORM DRAIN LATERALS PROFILES ........................................ 00 00 10 INTERCEPTOR CHANNELS AND DITCHES, DETAILS ...................... 11, 12, 13 & 14 RASIS CpF RFARIIVrq- - - - - --- -- --. 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. OWNER TEN -NINETY, A CALIFORNIA LIMITED PARTNERSHIP 470 E. HARRISON STREET CORONA, CA. 92879 APPLICANT/DEVELOPER FIESTA DEVELOPMENT 470 E. HARRISON STREET CORONA, CA. 92879 BENCHMARK: SAN BERNARDINO B.M. OF 627, NAVD 88 ELEVATION: 1011.70 FEET 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 PLANS BY THE CITY 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 CITY 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 RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USE OF THESE PLANS AND ANY CHANGES, ADDITIONS AND/OR DELETIONS TO THESE PLANS MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY OF FONTANA. DATE ENGR. CI DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 9/14 DRG O • ,0 W .u� 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. SD CONSTRUCTION NOTES QUANTITIES 51 REMOVE EXISTING (ITEM PER PLAN)............................................................. 2 EA 52 CONSTRUCT MANHOLE PIPE TO PIPE (LARGE SIDE INLET), OF ALL PERSONS AND PROPERTY, THAT THE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND TRACT NO. 17027 TITLE SHEET o PIPE TO RCB PER APWA STD. PLAN No. 322-1. REcoRD DRAW/NG PREeARED DESIGNED BY: EMR INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, (SEE DETAIL ON SHEET 4)................................................................. . ...... 5 EA 53 INSTALL 42" RCP; D -LOAD PER PROFILE...................................................... 1,465 LF 54 INSTALL 48" RCP; D -LOAD PER PROFILE...................................................... 279 LF 55 INSTALL 30" RCP; D -LOAD PER PROFILE...................................................... 347 LF 56 INSTALL 24" RCP; D -LOAD PER PROFILE . ............... ..... 339 LF 57 INSTALL 18" RCP; D -LOAD PER PROFILE. ..................................................... 40 LF 58 CONSTRUCT MANHOLE PIPE TO PIPE MAIN LINE 36" RECORD DRAWING OR LARGER PER APWA STD. PLAN No. 320-1. KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE (SEE DETAIL ON SHEET 3) ........................................ .................. I ........ ..... 6 EA 59 CONSTRUCT CONCRETE COLLAR PER APWA 00 00 SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS STD. PLAN No. 380-3. (SEE DETAIL ON SHEET 4). .... .................................... 7 EA 60 CONSTRUCT CURB OPENING CATCH BASIN PER APWA - RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS STD. PLAN No. 300-2 (SEE DETAIL ON SHEET 2); THE CONTRACTOR SHALL CALL DIGALERT AND HAVE ALL UTILITIES MARKED BEFORE DIGGING. A RESULT THEREOF - WIDTHPER PLAN..................................................................................... 9 EA 64 CONSTRUCT CONCRETE PIPE ANCHOR PER APWA STD. PLAN No. 221-1. (SEE DETAIL ON SHEET 4)............ ............................................... 11 EA 65 CONSTRUCT PIPE CONC. ENCASEMENT. (SEE DETAIL ON SHEET 9) . ............. I......... 10 FT 67 CONSTRUCT RCP RISER AND JUNCTION BOX TYPE A PER CALTRANS STD. PLAN No. D93C. (SEE DETAIL ON SHEET 5). ...................... I ..... . 1 EA 68 CONSTRUCT BACKFILL STABILIZERS PER APWA STD. PLAN NO.. ............................ 5 EA 221-1 (SEE DETAIL ON SHEET 4) 80 CONSTRUCT 3 FT WIDE V -DITCH PER GRADING PLANS. ................................... - NA EA 81 CONSTRUCT INLET TRANSITION STRUCTURE PER PLANS AS SHOWN ON SHEET No. 11 AND DETAIL No. 2 ON SHEET No. 11. .................................... 27 CY 82 CONSTRUCT DROP INLET STRUCTURE PER DETAIL AS SHOWN ONSHEET No. 11................................................................................... 7 CY 83 CONSTRUCT HEADWALL PER DETAIL 2 ON SHEET No. 12 ................................ ... 1 CY SCONSTRUCT TRANSITION STRUCTURE PER PLAN AND PROFILE ON SHEET 12 AND DETAIL 1 ON SHEET 12 ...................................................... 7 CY 85 CONSTRUCT TRAPEZOIDAL CHANNEL (B=4'; H=3'; Z=1) PER PLAN AND PROFILE ON SHEET 12 AND DETAIL 3 ON SHEET 12... 131 CY 86 CONSTRUCT DROP INLET STRUCTURE PER DETAILS AS SHOWN ONSHEET No. 13.................................................................................... 6 CY IS)CONSTRUCT 15 LF OF CONCRETE TRAPEZOIDAL CHANNEL PER DETAIL 3 ON SHEET No. 12........................................................................ 4 CY 88 EXCAVATE AND FILL TO LIMITS AS SHOWN.. .................................................... 81 CY 89 CONSTRUCT TRAPEZOIDAL CHANNEL (B=4'; H=3'; Z=1) PER PLAN AND PROFILE ON SHEET 13 AND DETAIL 3 ON SHEET 12... ................................. 149 CY 90 CONSTRUCT DRAINAGE INLET RISER CONNECTION TO PIPE PER CALTRANS STD. PLAN NO. D93B (SEE DETAIL ON SHEET 5); 12" RCP RISER...................................................................................... 1 EA 91 CONSTRUCT DROP INLET STRUCTURE PER DETAILS ON SHEET 14 .......................... 5 CY 92 CONSTRUCT 4 -INCH DIA. STEEL DEBRIS POSTS AT 2' O.C. PER DETAIL2 ON SHEET 14............................................................................. 33 EA 93 PLACE 3' DIA. RIPRAP TO LIMITS SHOWN ON SHEET 13 ...................................... 180 TN 94 CONSTRUCT VELOCITY CONTROL RING (VCR) PER APWA STD. PLAN No. 383-1; "H" PER PLAN. (SEE DETAIL ON SHEET 2) . ............................... 3 EA SAFETY RESPONSIBILITY CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB cn PLAN PREPARED BY: c� ,z CITY OF FONTANA, CALIFORNIA SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY { o ONSITE STORM DRAIN IMPROVEMENT PLAN of OF ALL PERSONS AND PROPERTY, THAT THE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND TRACT NO. 17027 TITLE SHEET o NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, REcoRD DRAW/NG PREeARED DESIGNED BY: EMR INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, SY A-IAZIMAF.4AI.0 ,4.SnGj,4T-_S CHECKED BY: DRG REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, DRAWING NO.: 3882 C° EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE (� ENGINEER. "-( o EXISTING UNDERGROUND STRUCTURES WENOELL L . /w.aTsC/,elu pq QI RCE 3"37 V) 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 RECORD DRAWING KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE EI CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND 00 00 SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE 0 RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS j THE CONTRACTOR SHALL CALL DIGALERT AND HAVE ALL UTILITIES MARKED BEFORE DIGGING. A RESULT THEREOF - _ o PROFESS/p4'4 0 R clF2z p 6 No. 024725 Exp. 12/31/05 * k CIVIL \�Q�� OF C� PLAN PREPARED BY: c� ,z CITY OF FONTANA, CALIFORNIA VAN DELL AND ASSOCIATES, INC. ENGINEERS ND PLANNERS SURVEYORS o ONSITE STORM DRAIN IMPROVEMENT PLAN of DRAWN BY: AMN TRACT NO. 17027 TITLE SHEET SCALE: � AS SHOWN 00 17801 CARTWRIGHT ROAD IRVINE CA 92614 (949) 474-1400 DESIGNED BY: EMR DATE: 06-01-05 UNDM SON �F TFE 3l�ER �� G�- - 7.v CHECKED BY: DRG / DRAWING NO.: 3882 o 1 D_ 14 X DONALD R. GORDON .C.E. 24725 DATE RICARDO SANDOVAL, City Engr. R.C.E. 51152 DATE: