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HomeMy WebLinkAbout3654-1 f,r I .y, «, CONSTRUCTION NOTES: I WILSON_'' v_-.___.____'.. ��Zl,= SUMMIT AVE. CITY OF FONTANA AVE. Ol SAWCUT AND REMOVE EXISTING AC PAVEMENT 1 y� PROJECT w 02 CONSTRUCT 6" AC OVER 8" COMPACTED AGGREGATE BASE OVER 95% COMPACTED NATIVE SUBGRADE LOCATION ,`, N ', QBE © CONSTRUCT TYPE A2-8 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 7r ECH /. i \/ENUE STREET II\APROVEMENTS { ® CONSTRUCT CURB OPENING CATCH BASIN PER RANCHO CUCAMONGA STD. PLAN 300 (W=21') ,-f f' I �I { r� O5 CONSTRUCT PCC SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103 y 210N FROM "� �1�-�►- � © REMOVE EXISTING AC DIKE �' S. Hi . ..' A' . I--- O7 RELOCATE EXISTING FLASHING BEACON SIGN AS SHOWN PER PLAN A , CHERRY AVENUE TO 1 -15 FWY y ® RELOCATE AND ADJUST PULLBOX TO GRADE NVICTORIA ST. a r WALNUT AVE. ;4 1111, : BEECH AVE. 9O REMOVE SBCFCD PIPE PLUG (BRICK AND MORTAR) AND JOIN EXISTING 18" RCP 2 OF 6 3 OF 6 AND CONSTRUCT CONC. COLLAR PER CITY OF RANCHO CUCAMONGA STD. PLAN 329 j `i � 15 Ar BASELINE AVE. ,,(,1- r AVE. ABBREVIATIONS/LEGEND NRW NON-RECLAIMABLE11 CONSTRUCT 8 LF 18" RCP (D-2000) 12 WASTEWATER 10 PROTECT IN PLACE AC ASPHALT CONCRETEREMOVE EXISTING WALK AND REPLACE WITH TOPSOIL AND SOD VICHTY MAP SHEET LOCATION AVE. BCR AVENUE BEGIN CURB RETURN PVMT R PAVEMENT RADIUS 13 INSTALL IRRIGATION AS NECESSARY TO PROVIDE WATER COVERAGE TO NEW SOD NTS NTS BW BACK OF WALK ELEVATION RR RAILROAD 14 SAWCUT AND GRIND EXIST. AC PER DETAIL "A" ON SHEET 3 CL CENTER LINE RT RIGHT CONST CONSTRUCT R/W RIGHT OF WAY 15 CONSTRUCT LOCAL DEPRESSION PER RANCHO CUCAMONGA STD. PLAN 307 (CASE B MOD.) STREET IMPROVEMENT GENERAL NOTES: CF CURB FACE STD STANDARD C&G CURB 8c GUTTER ST. STREET 01 CONSTRUCT STORM DRAIN TRENCH PER CITY OF RANCHO CUCAMONGA STD. PLAN 341 (TYPE II) 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF RANCHO 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE DWG DRAWING STA STATION O 17 CONSTRUCT 4C BIKC TC D1 0 [CR RAIJCI ID CtiCaMvIJGA STD. Pv �+ ��v �v CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CITY ENGINEER. THE REPORT SHALL LIST ALL TESTS OR DETERMINATIONS COMPLETED TO DWY DRIVEWAY SWK SIDEWALK CONSTRUCTION CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE VERIFY SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. DR DRIVE TC TOP OF CURB ELEVATION RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATION. ECR END CURB RETURN TB TOP OF BERM ELEVATION SIGNING AND STRIPING NOTES: 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TEST TAKEN EP EDGE OF PAVEMENT TG TOP OF GRADE 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). EX., EXIST. EXISTING TS TRAFFIC SIGNAL METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN FH FIRE HYDRANT WET SANDBLAST AND REMOVE ALL CONFLICTING STRIPES, RPM'S OR PAVEMENT MARKINGS AS SHOWN TO THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL CONSISTING OF A ROCKY FL FLOW LINE ELEVATION VC VERTICAL CURVE 1 THE SATISFACTION OF THE ENGINEER. DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH SC SAWCUT & INSTALL LOOP TO THE CITY OF RANCHO CUCAMONGA. FS FINISH SURFACE ELEVATION DETECTORS PER PLAN PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH GB GRADE BREAK 2 INSTALL DOUBLE YELLOW STRIPES PER CALTRANS STD. PLAN A20B, DETAIL 29. A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. AB ABANDON LOOP DETECTORS PER 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH HP HIGH POINT PLAN THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT J-BOX JUNCTION BOX EXISTING RIGHT-OF-WAY 3 INSTALL 4" WHITE LANE LINE PER CALTRANS STD. PLAN A20A, DETAIL 12. RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH LIP LIP OF GUTTER FACILITIES ARE SHOWN ON THESE PLANS. REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED LP LOW POINT EXISTING CENTERLINE 4 INSTALL CHANNELIZING LINE PER CALTRANS STANDARD PLAN A2OD, DETAIL 38, AS SHOWN. AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO EXISTING FLOW LINE 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING PAVING. LT LEFT EXISTING EDGE OF PAVEMENT MOD. MODIFIED EXISTING SEWER MANHOLE 5 INSTALL 50 LINEAR FEET OF 4" WIDE WHITE SOLID LANE LINE AS SHOWN. DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO 13. THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE (XXXX.XX) EXISTING ELEVATION EXISTING STORM DRAIN MANHOLE CUCAMONGA EASEMENT OR RIGHT-OF-WAY. PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE THAT • 6 INSTALL TYPE IV PAVEMENT MARKING ARROW PER CALTRANS STANDARD PLAN A24A AS SHOWN. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE DETAILS SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. UTILITY CONTACTS 7 REMOVE AND SALVAGE EXISTING ROADSIDE SIGN AS SHOWN. SUB-GRADE ELEVATION AND AT NOT MORE THAN 50-FOOT INTERVALS. ADDITIONAL PAVING 14. THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE 8 FURNISH AND INSTALL STANDARD R26(S) SIGN ON POST AS SHOWN. STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE OF THE OWNER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE ELECTRIC SEWER WATER AREAS. RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY SOUTHERN CALIFORNIA EDISON CITY OF FONTANA ITEM OF WORK. OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS NOT FONTANA WATER COMPANY 9 INSTALL BIKE LANE SYMBOL PER CALTRANS STD. PLAN A24C.6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED 7951 REDWOOD AVE. 8353 SIERRA AVE. 8440 NUEVO AVE. CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. IN THE OTHER ITEMS OF WORK. FONTANA, CA 92335 FONTANA, CA 92335 FONTANA, CA 92335 10 INSTALL R81, R81A, AND R26(S) ON POST 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING (909) 352-6240 (909) 350-6731 909 822-2201 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR ATTN: DAVID QUEZADA ATTN: KIM CHITWOOD ( ) ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON ATTN: JIM CHAPMAN OF RANCHO CUCAMONGA AND A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY NOTE: NON-FEE PERMIT REQ'D STREET LIGHTING CONSTRUCTION NOTES SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE ENGINEER FOR APPROVAL. NOTE: CONTACT 1 MONTH BEFORE BEFORE CONSTRUCTION. SAN GABRIEL VALLEY WATER CO. MATERIALS AND/OR SURFACING. CONSTRUCTION. 11142 GARVEY AVE. 1 COORDINATE WITH SCE FOR HANDHOLE ENTRY AND CONNECTION. I 16. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, TELEPHONE P.O. BOX 6010 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF GAS GENERAL TELEPHONE EL MONTE, CA 91734 ENGINEER. THE REPORT SHALL LIST ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY THE CITY INSPECTOR. 2 FURNISH AND INSTALL 2 " RIGID METAL CONDUIT WITH 3-#8 CONDUCTORS AT 24" MINIMUM DEPTH. STABILITY, OIL CONTENT, AND GRADATION OF ASPHALT PAVING. SOUTHERN CALIFORNIA GAS CO. 585-A NORTH MOUNTAIN AVENUE (626) 448-6183 1981 W. LUGONIA AVENUE UPLAND CA 91786 ATTN: LEWIS MONTENEGRO 3 FURNISH AND INSTALL 1.5" PVC CONDUIT SCHEDULE 40 WITH 3-#8 CONDUCTORS AT 18" MINIMUM REDLANDS, CA. 92374 (800) 483-3000 DEPTH. STORM DRAIN IMPROVEMENT GENERAL NOTES (909) 335-7583 NOTE: CONTACT 2 WEEKS PRIOR METROPOLITAN WATER DISTRICT ATTN: ROD DURAN TO CONSTRUCTION. 700 N. MORENO AVENUE 4 FURNISH AND INSTALL MARBLELITE STREET LIGHT AND FOUNDATION PER SCE STANDARD PLANS AT 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT LA VERNE, CA 91750 CENTERLINE LOCATION SHOWN. PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE STORM DRAIN CABLE CO. (909) 593-7474 CONSTRUCTION ("GREETIONNBOOS ).OALLISEFERENDE SPECIFICATIONS AND STANDARDS SHALL BE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. CITY OF FONTANA ADELPHIA COMMUNICATIONS ATTN: FRED ADAMI NOTICE TO CONTRACTORS: HE LATEST 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE 8353 SIERRA AVE. DESIGN CENTER 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOTED. FONTANA, CA 92335 1500 Auto Center Drive VERIZON CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION NOT BE SOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREENBOOK", THE (909) 350-6731 ONTARIO, CA 91761 1400 E. PHILLIPS BLVD. CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE ATTN: KIM CHITWOOD PAUL CYR POMONA, CA 91766 OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE RESOLUTION. THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR NOTE: NON-FEE PERMIT REQ'D (909) 975-3342 (909) 469-6343 TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION BEFORE CONSTRUCTION. ATTN: JERRY RUIZ DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL AND THE CITY OF FONTANA HARMLESS FROM ANY AND ALL LIABILITY, 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. CONTROL STAKING DURING CONSTRUCTION. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR MCI TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. OSP NATIONAL SUPPORT INVESTIGATIONS PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY DEPT. 42864 LOC 107 REGULATIONS" OF THE US DEPARTMENT OF LABOR AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL 2400 NORTH GLENVILLE "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR OR INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED RICHARDSON, TX 75082 SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL FIELD SERVICE REPRESENTATIVE: 350-7610. NOTIFY THE ENGINEER ONE THATSHEET INDEX CHUCK TRIMBLE AT (909) 421-5039 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND LA ER REPLACEWEEK PRIOR MENT T OF THE OMONNOU ENT. TIES TO MONUMENTS CAN BE ESTABLISHED FOR PRIVATE ENGINEERS NOTICE TO CONTRACTORS PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, SHEET 1 TITLE SHEET LATEST NON-METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL SHEET 2 BEECH AVE. FROM CHERRY AVE. TO 1100' E/O CHERRY AVE. THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE / OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OR 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. SHEET 3 BEECH AVE. FROM 1100' E/O CHERRY AVE. TO 1-15 FWY, AND STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID DELINEATORS OR OTHER TRAFFIC CONTROL DEVISES AT ALL TIMES. DETAILS AND TYPICAL SECTIONS LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, SHEET 4 BEECH AVE. STORM DRAIN IMPROVEMENT PLAN NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR INCLUDING ADEQUATE WATERING AT ALL TIMES. SHEET5 BEECH AVE. SIGNING AND STRIPING PLAN AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES. THE TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (U.S.A.) PHONE 1 -800 227-2600 TWO (2) INDUSTRIAL SAFETY. 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO SHEET 6 BEECH AVE. STREET LIGHTING PLAN WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. BE GUARDEDT BY SHORING, SLOPINOF THE GVROUND OR OTHER APPROVED MEANS 21 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY BASIS OF BEARING CITY OF RANCHO CUCAMONGA PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE INSPECTOR. OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE BEARING OF N89'58'45"W FOR THE CENTERLINE OF SUMMIT AVENUE AS PROJECT NUMBER: DRC 2004-00341 THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING OF THAT PORTION OF THE WORK SHOWN ON TRACT NO. 14276-6 RECORDED IN BOOK 261 , PAGES 34 THROUGH 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT UNTIL THE SPECIFIED DENSITY IS OBTAINED. 36 OF MAPS WAS USED AS THE BASIS OF BEARINGS. OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. a, LAND 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING ..,_ no �' MCP A15 EXISTING SURVEY MONUMENTS CITY OF RANCHO CUCAMONGA STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE `'' 9 HOWEVER IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. o m cr o SHOULD CONSTRUCTION OF THE REQUIRED FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE r 23 I HEREBY CERTIFY THAT I HAVE IDENTIFIED FOUND SURVEY MONUMENTS OF / 1 O IMPROVEMENTS NOT COMMENCE WITHIN APPROVED BY: - . DATE: ,Y(( i_ PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO * E7.,,,12/37/4// RECORDS THAT MAY BE DISTURBED BY THIS PROJECT. SAID FOUND MONUMENTS UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS PRIOR BEFORE N76TWO YEARS OF THE DATE OF APPROVAL EXCAVATION. MATCH EXISTING CONCRETE. WHICH CURRENTLY EXIST IN THE FIELD, ARE SHOWN ON THESE PLANS AND ARE CITY ENGINEER // ' RCE NO.: `rlgT ' DESCRIBED AS FOLLOWS: SHOWN HEREON AND CARRIED FORTH INA , 2 9.5312. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL 4 OF CALDILIGENT MANNER, THE �.'TY ENGINEER MAY OF THE CITY ENGINEER. REQUIRE REVISIONS TO THE PLANS TO INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPE 1 . NONE BRING THEM INTO CONFORMANCE WITH IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL CONDITIONS AND STANDARDS IN EFFECT. AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUNDr 1 ---14, 11 THEIR FACILITIES. lti1v4- BERNARD J. McINALLY, L.S. 7629 DATE DESCRIPTION OF REVISION DATE CITY APPROVAL Underground Service Alert BENCH MARK CITY OF FONTANA P ESS DAVID E VA N S CITY OF FONTANA, CALIFORNIA YOSECTION 4216/4217 OF THE GOVERNMENTS CI Q AND ASSOC I AT ES INC. DRAWN BY:(6"- E - - CODE REQUIRES A DIG ALERT IDENTIFICATION BENCHMARK ID 8-17 y� JEFFREY '6 FAL/FUP BEECH AVENUE SCALE: l -4fl TM' HORIZ: 1'= 7' �� NUMBER BE ISSUED BEFORE A PERMIT TO NEAR N/W CORNER OF HIGHLAND & SAN RUPP IMPROVEMENT PLANS VERT: 1 -4 � EXCAVATE WILL BE VALID SAVAINE AVE. 343' N OF HIGHLAND AND NO. 42868 O DESIGNED BY: n_ . °Ii+1�Y FOR YOUR DIG ALERT I.D. NUMBER CALL ,,GRH UNDERGROUND SERVICE ALERT 0.2 MI. W. OF SAN SAVAINE, IN S CONC. Exp. 3/31/2006 * CHECKED BY: �'1'(_EE� DATE: BASE OF S.C.E. TOWER 195 Civ ` �� \ QF Cµ�f V. ' (2,, g II/O JKR 08/t2/04 1 -800-227-2600 J ELEV.=1428.61 ENGR'S CITY JEF f RUPP, P.E. DAA JOB NO. ` / f r. / REVISIONS DATE DATE REGISTERED CML ENGINEER UL /i DR. NO. SHEET NO. APPROVAL APPROVALFONT0028 APPROVEDC.�'� ' as CITY ENGINEER RCE NO. 51152 3654 1 OF 6 i I