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Home My WebLink About2130 (3ENERAL NOTES 1. AL1_ WORK SHALL BE DONE IN ACCORDANCE WI TH THESE PLANS, THE GI TY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONTRACTORPS CONSTRUCTION- CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES THAT HE SHALL. ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR AMENDMENTS. CONTRACTOR SHALL BE FAMILIAL? WI]HAND SHALL BERESPONSIBLE FOR LEGEND JOB CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. T T THIS REQUIREMENT SHAD APPLY CONT114UOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL - TQP OF CURB DEFEND, JNDEMNIFY AND HOLD THE OWNER, THE ENGINEER AND THE GOVERNMENTAL AGENCY HARMLESS FROM ANY AND ALL LIABILITY, �. ALL PIPELINES OR SUBSTRUCTURS"S OFANY'KINL?, TE`LEPHQNE OR POWER VOLE'S, WATER FL - FLQWLINE READ OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, I-XCEPTING FOR LIABILITY ARISING FROM THE METERS, VALVES, FIRE N}'DRANTS, ETC. SHOWN OR NQT SHAWN ON THESE PLANS WITH NG - NATURAL GRADE SOLE NEGLIGENCE OF THE OWNER, THE ENGINEER, OR THE GOVERNING AGENCY, THE RIGHT-OF-WAYLIMITSORINAL�JACENTAREAS WHERE IMPROVEMENT WORK`IS TQ BE FO - FINISHED GRADE ALL CONTRACTORS AND SUB CONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONSDONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLAC`EA�' FS - FINISHED SURFACE SO THAT EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. THE CONTACTORS AND `.�UBC�)NTRACTORS REQUIRED AT NO CAST TO THE CITY OF RANCHO CUCAMONGA. AC - ASPHAL TIS CONCRETE SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEA(TH REGULATIONS" OF THE U.S. DEPARTMENT BF LABOR AND WITH �. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMIUARI��E HIMSELF WITH THE SITE AND SHALL BE SOLELYRESPONSIBLE FORANYDAMAGE TO EXISTING TW - TOP OF WALL "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR OR SUBCONTRACTORS FACILITIES RESUL TING DIRECTL Y OR INDIRECTL Y FROM HIS OPERATIONS, WHETHERTF - TOP OF FOOTING COMPLIANCE WITH SAID REGULATIONS AND OF�DER a.OR INV- INVERT ELEVATION NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS, FF - FINISHED FLOOR 4, A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, FF - HIGH PAINT ENGINEERS NOTICE TO CONTRACTOR ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN EP - EDGE OF PAVEMENT THE EXISTENCE AN APP- G ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF--WAY, PAD- GARAGE'PAD E D APPROXIMATE LOCATION OF ,ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED 5. ALL GRADE STAKES SHA LL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES GF - OARAGE FLOOR BY A SEARCH OF AVAILABLE RECORDS. TO ;SHE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. THE ENGINEER ASSUMES N0 LIABILITY AS TO THE EXACT LOCATION NEITHER OF SAID LINES NOR FOR SHALL BE SETA TALL HINGE POINTS, EDGE OF PAVEMENT PAINTS WITHIN 0.01 FOOT OF TCS - TOP OF GRATE UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE O THE SHALL BE RE SPON',SIBIL FOR NOTIFYING ALL SUBGRADE ELEVATfC7NAND AT NOT MORE THAN 50 FOOT INTERVAL>S. ADDITIONAL PAVING NTR UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS STAKES MAYBE REQUIRED BYCITYENGINEERAS NEEDEDAT WARPED OR VERTICAL POWER POLE WORK, WHETHER OR NOT SHOWN HEREON, AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES. CURVE AREAS. THE CONTRACTOR `SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT USA PHONE 800-227-2600 TWO WORKING DAYS 6. ALL SEVNER, WATER, ELECTRIC, GAS, PHONE', OR OTHER LATILITYLATERALS, MAINS OR 11111111111111 RETAINING WALL (SEE PLAN FOR HE'IGTHS) PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND SHALL BE CONSTRUCTED PRIOR TO PAVING. 7 COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY USA, ORIGINAL GROUND AND ALL SUB-GRADES SHALL SHALL BE PERFORMED AT NOT COST TO SHET FLOW(1% MIN) THE CITY OF RANCHO CUCAMONGA. A WRITTEN DEPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT CONCENTRATED FLOW PATH OF BASE MATERIALS ANDIOR SURFACING. 8. AT THE COMPLETION OFPAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OILCONCRETE HARDSCAPE .a CONTENT AND GRA DA TION OF ASPHAL T PA VING. : 4. 9. PRIOR TO INSTALLATION OFANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED 7`0 VERIFY. REMOVAL NOTATION R-VALUE, SIE VE ANALYSIS AND SAND EQUIVALENT OF A GGREGAI TE BAS E. 10, PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PA VMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS AND VERIFIED PRIOR PAVING, 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OFA ROCKY e INDICATES HANDICAP PARKING AREA MAI TERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH FINE"GRADE MATERIAL OFA QUALITY BETTER THAN THE NA TIVE MA TERIAL. BENCHMARK. 12, IF THE ASPHAL T CONCRETE IS TO PLACED ON SUB-GRADE, A SOILS STERILANT REQUESTED BENCH MARK NO. 10040 BY THE E P.A. FOR USE UNDER AC AND PCC SHALL BE UNIFORML YAPPLIED AT THE FD. 1"ROUND HEAD BOL T IN CONC. MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO OUR STAMPED "Sly CO BM 01117"AT PAVING. UTILITY COMPANIES 16. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER QNL Y FOR THE CG7NVENIENCE THE$W GARNER OF FOOTHILL AND WATER- CUCAMQNGA VALLL�Y WATER DISTRICT FIERMOSA, 1' G1� ST OF EICR OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF ASHFORD STREET CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY RANCHO 440 AA CUCAMONGA, �A 91729 ELEV 1X17.10 THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES,SHALL 909-987-2591BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE SEWER- CUCAMONG VALLEY WATER DISTRICT CONSTRUCTED AT EACH INTERSE`TION. 10440 ASHFORD STREET 15, CITYAPPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR RANCHO CUCAMONGA, CA 91729 THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON 909-9E7-2591 REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTL Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. ELECTRIC-EDISON 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEA T, CLEAN, HAZARD FREE, ORDERL Y 18101 VON KARMAN DL VD. w STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE IRVINE', GA 9261,E INSPECTOR. 800-655-4555 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE'`ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HA VE BEEN GAS- GAS COMPANY INS TALLED. ALL ON-S/TE IMPROVEMENTS INCL UDING ALL GRADING HAVE BEEN COMPLETED, PO X C MONQEREY PARK, CA 91756 AND ALL UNACCEPTABLE PARKWAYAND ROADWAY IMPROVEMENT ARE REMOVED AND 600-427-2200 REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. � TELEPHONE- VERIZON FOOTHILL BLVD PO BOX 9688 MISSION HILLS, CA 91346 800-483-4000 - SITE CABLE TV!ADE'LPHIA W SIERRA A VENUE SUITE 'G' FONTANA, CA 92335 888-683-,1000 STREET NAME SYMBOL BOTANICAL NAME COMMON NAME MIN. GROW SPACE SPACING SIZE" QUANTITY FOOTHILL BLVD. 20'O.C. INFORMAL GROUPINGS NOT MORE THAN ACCENT TREE PRUNUS BLIREIANA NCN 3' 25% OF TOTAL FRONTAGE 15 GALLON 6 ENHANCEMENT AREA TREE ""*R-T c CRAPE MYRTLE 8' 15'O.C. FORMAL GROUPINGS 24"BOX 4 CONSTRUCTION NOTES FOR STREET TREES 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH THE CITY STANDARD PLANS. 2 PRIOR TO THE COMMENCEMENT OFANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS,AS DETERMINED BY THE CITY INSPECTOR. 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEER/NG DIVISION. 4. .STREET TREES ARC' TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONL Y IG NACONSTRUCTION NOTES -SIGNAGE CONSTRUCTION NOTES& ESTIMATE OF QUANTITIES 11 INSTALL R26(S) TRAFFIC SIGN 1 CONCRETE BOLLARD AND CABLE ROADWAY SAFETY BARRIER.- TO BE COMPATIBLE w(TH THE HISTORIC ROUTE 66 VISUAL IMP OVEMENT PLAN. SEE DETAILS ON SHEET 3. 5 EA 2 CONS TRUCTACCENT COLORED TEXTURED GONC E'TEPAVING: TO MATCH EXISTING PER VISUAL IMPROVEMENT PLAN 3005`F I D47SCRIPTION OF REVISION DATE CITY 3 CONSTRUCT 5 WIDE CONCRETE SIDEWALK PER CITE"STD. 114 AND 103 960 SF APPROVED 4 PROTECT EXISTING TRAFFIC SIGN IN PLACE 1 FA ]TY OF RANCHO CUCAMONGA 5 SO. GAL EDISON TO INSTALL 27,000 LUMEN HPSV STREET LIGHT PAID FOR AND CQ-ORDINATED BYDEVELOPER. STREETLIGHT BYAMERON, MODEL NQ. 39CT29[30,31] STREET IMPROVEMENT PLAN UNDERGROUND ELECTROLIER W/6'ARM 1 SERVICE ALERT FOOTHILL BOULEVARD of SouthernGafIlfornia 6 SIDEWALK CONNECTION, BUILD TO CITY STD. 103 213 SF BETWEEN H RMOSA AND C" N R AVENUES Call; TOLL FREE 1-800--227-2600 7 STA. 20+40.80 TO STA. 22+82.80 TWO WORKING DAYS BEFORE YOU DIG SF DRC2005-00287 ROW2006-00677 8 CONSTRUCT 4 x`4'TREE WELL WITH BRICK PAVERS AS SHOWN PER DETAIL ON SHEET 2 4 EA APPROVED BY WITH TREE WELL GRATE BY McKINLEY MODEL NO. RS-48X48 OR EQUAL. c 1o�,�� DA 9 STREET TREES SHALL BE INSTALLED PER THE NOTE AND LEGEND ON THIS SHEET ��o � cr�YENc�rNEEIz RCE NO.X3889 10 EA S DESIGNEE D BY JERRY RBNIVEBE`GK, ENGINEERING RECc��rn�rEN �D GEF}ALD E. RON,NEBEC%K V1 Jerry /33 EAs f Bow N A VENIE, .SUI TE 202 10 FUTURE PLACEMENT OF MOSAIC MURALS OR STATE DECAL TILE WORK INLAY ; PROVIDER 4x4°AREA OF MATCHING CONCRETE ISOLATED BY'`EXPANSION JOINTS. NO, 42853 ,SAN DIM4s, CA 91773 DFAl4/N 13Y r 909-599-325,3, 900-599-257 ' FAx SHEET tAa.�. s- 7-2c�Os Tarr wEsrTE RC7/VNEBEGff. 0M r 11 BRICK PAVERS PER DETAILS ON SHEET 2 1203 SF +� OF, 12 CONS RUCT MATCHING'CON ERE'TE EDGING P 120,3 Civil r'RQJEc7"NC�. D�°Av�rNca Na. T C G G E'R DETAIL ON SKEET 2 SF o� P,� 106-2038 Gerald 1.Ronnebeck Date R.C:E.4285 Ex . -31-08" 2130 k ' � /,5,5 EAST BONITA AVENUE, SUITE 202