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HomeMy WebLinkAbout1741 BENCH MARK: N0. 10011 ELEV: 1074.178 LOCATION: GENERAL NOTES: 1" ROUND HEAD BOLT IN CONC. STAMPED "S.B. CO. B.M. EXISTING SURVEY MONUMENTATION 01098" AT N/E COR. OF 6TH ST. & HAVEN AVE., 1 FT. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY I HEREBY CERTIFY THAT I IDENTIFIED ALL SURVEY MONUMENTS OF RECDRD(S) N/0 END OF CURB RETURN. OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS, CONTRACTOR DESCRIBED AS FOLLOWS, SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS, (1) A 2' I,P, TAGGED R,C,E. 166643 ON THE EXIST SOUTHERLY R/W OF SIXTH 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER STREET, 37' S/O C.L. SIXTH AND 143' W/O C,L, HERMOSA AVE, POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC, SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN DATED: ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE -- -- - - -- - - -- --- - ---- - -- - - - - - CONSTRUCTION NOTES & QUANTITY ESTIMATE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED ROBERT J. BELL RCE 37888 AT NO COST TO THE CITY OF RANCHO CUCAMONGA. ITEM DESCRIPTION QUANTITY UNIT 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE * 1D CONST. 5" A.C. OVER 6" A.B. 4350 SF FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES 2O CONST. 8" PCC CURB & GUTTER PER CITY STD. DWG. NO. 104 808 LF ARE SHOWN ON THESE PLANS, LEGEND: 4, A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA 30 CONST. COMMERCIAL DRIVE APPROACH PER CITY STD. DWG. NO. 101, PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY S........ SOUTH PL...... PROPERTY LINE "W" AND RADIUS AS NOTED ON PLAN 700 SF ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO N........ NORTH HDR...... HEADER CUCAMONGA EASEMENT OR RIGHT-❑F-WAY, E......... EAST MH........ MANHOLE 4O CONST. PCC SIDEWALK PER CITY STD. DWG. NO. 103, WIDTH = 6' 5385 SF . ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR DR ENGINEER. W........ WEST FS......... FINISHED SURFACE PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT NLY..... NORTHERLY FF......... FINISHED FLOOR 5O CONST. ACCESS RAMP PER CITY STD. DWG. NO. 102 2 EA POINTS WITHIN 0.10 FOOT OF SUB GRADE ELEVATION AND AT NOT MORE WLY..... WESTERLY -S- ... SEWER THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED ELY..... EASTERLY WW........ WATER WASTE © INSTALL STREET LIGHT 9500 LUMEN HPSV BY SCE; PAID & COORDINATED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. SLY..... SOUTHERLY -W- ... WATER BY DEVELOPER. 6, ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, N/S.... NORTH/SIDE BW........ BACK OF WALK 2 EA..... CHAIN LINK FENCE. . FOL..... FOLIAGE CLF MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRI❑R TO PAVING, COR.... CORNER CLF..EP ..... EDGE OF PAVEMENT 70 RELOCATE EXISTING STREET LIGHT 1 EA EX. FUT. 7, COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, R/W NBLDG... BUILDING SD......... STORM DRAIN N. R/W ® INSTALL 15 GAL. STREET TREE PER CITY STD. DWG. N0. 501 19 EA COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE WRITTEN REPORT WITH THESE COMPACTOF ION TC....... TOP OF CURB IP.......... IRON PIPE PERFORMED AT NO COST T❑ THE CITY ION TESTS SHALL RANCHO SHALL BE SUBMITTED PROP. FR/W- � �NEA. A FL....... FLOWLINE TR......... TOP OF RAIL 50' TB....... TOP OF BERM ANG PT.. ANGLE POINT g� SAWCUT AND REMOVE EXIST. PCC CURB & GUTTER 450 LF \ T❑ THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE AC....... ASPHALT CONCRETE ooa ..... FIRE HYDRANT MATERIALS AND/OR SURFACING, 12' 38' 32' 12' 10 SAWCUT & REMOVE EXIST PAVEMENT 1275 SF ST....... STREET 3: , .. STREET LIGHT 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BEi _ 37' Ck F 12' I PP...... POWER POLE (421 .0). EXISTING ELEVATION 11 CONST. BUS BAY PER CITY STD. DWG. N0. 119 1 LS SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR I 6 ' I FD....... FOUND -G-...... GAS DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND ISSN 32 .... ELECTRIC 12 RELOCATE EXIST. FIRE HYDRANT PER CCWD REQUIREMENTS 2 EA GRADATION OF ASPHALT PAVING, EXIST. F.S. FUT. C&G� CLR..... CLEAR -E- FT T-.... TELEPHONE SPR....... SPRINKLER I I CF....... CURB FACE --x-- FENCE 13 RELOCATE BLOW OFF ASSY. PER CCWD REQUIREMENTS 1 EA 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE _ _ - - __ L J O SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR PROP. C&G FUT. F.S. C&G.... CURB & GUTTER P.I.V...... POST INDICATOR VALVE DETERMINATIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND EX. C&C-REMOVE F.D.C... FIRE DEPT. CONNECT FW......... FIRE WATER VALVE 14 RELOCATE EXIST. CHAIN LINK FENCE 1 LS SAND EQUIVALENT OF AGGREGATE BASE, TYPICAL SECTION -4 DS...... DOWN SPOUT 15 10, PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND SIXTH STREET INSTALL STREET NAME SIGN, SET PER R.C. STD. 401 A 1 EA PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS, 16 CONST. CURBSIDE DRAIN OUTLET PER R.C. STD. 107-A 1 EA EX. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH R/W E. R/W CONSISTS OF A ROCKY MATERIAL, THE SUBGRADE SHALL BE PREPARED BY PROP. R/W \ I I * FINAL DETERMINATION OF STRUCTURAL SECTION TO BE MADE AT TIME OF GRADING BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL "R" VALUE TEST. VOIDS DR DEPRESSI❑NS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF �: _ 51 A QUALITY BETTER THAN THE NATIVE MATERIAL. 11 1 T 44' 32' 12' 12 IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS 32' STERILANT REGISTERED BY THE E,P,A, FOR USE UNDER A.C. AND P,C,C, 16.50' 10' � I SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED SDWK. BUS EXIST. F.S.- , RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. I BAY _ FL EXIST. C&G-.,\ ------- � ITEM STREET TREE (BOTANICAL NAME) (COMMON NAME) SIZE SPACING QUANTITY 13, ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE _ __.__-_ = # _ - - - _ _ _ - J I CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS PROP. C&G - - - - _ _ _i I ® MAGNOLIA GRANDIFLORA "ST. MARY" SWTHERN MAGNOLIA ST. MARY" 15 GAL. 20' 0.C. 19 OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE ® BUS BAY PROP. F.S. PER I EVERGREEN FLOWERING STREET TREE SUBMITTING A BID, ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH EX. C&C-TO BE- CITY CONTRACT IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE REMOVED TYPICAL SECTION- HERMOSA AVENUE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK, 14, STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 ® BUS BAY LOCATION SHALL BE CONSTRUCTED AT EACH INTERSECTION, 15, CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND ❑MISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL, 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION, SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR, ARP^'W 17, CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING N DAYS PRIOR TO EXCAVATION. PHONE 1(800) 422-4133, PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: u GENERAL TELEPHONE (909) 608-1222 s 585 N, MOUNTAIN AVENUE D UPLAND, CA 91786 SOUTHERN CALIFORNIA EDISON CO. (909) 986-5861 UTILITY NOTE D LOCATION 7951 REDWOOD AVENUE — — FONTANA, CA 92336 THE CONTRACTOR SHALL CONFIRM LOCATIONS AND DEPTHS OF ALL UNDERGROUND UTILITIES WHETHER SHOWN OR NOT SHOWN ON PLANS. PRIOR TO ANY EXCAVATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONFLICTS. RANCHO CUCAMONGA FIRE PROTECTION AGENCY (909) 987-6405 10500 CIVIC CENTER DRIVE RANCHO CUCAMONGA, CA 91730 PRIVATE ENGINEERS NOTICE TO CONTRACTORS CUCAMONGA COUNTY WATER DISTRICT (909) 483-7440 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR 10440 ASHFORD STREET STRUCTURES SHOWN ON THESE PLANS IS FOR INFORMATION ONLY, HAVING BEEN CITY OF RANCHO CUCAMONGA RANCHO CUCAMONGA, CA 91730 OBTAINED BY A SEARCH OF AVAILABLE RECORDS. WHILE DUE CARE WAS TAKEN IN THE PREPARATION OF THIS MATERIAL, R.B. ENGINEERING CANNOT AND DOES NOT SOUTHERN CALIFORNIA GAS COMPANY (909) 260-7789 GUARANTEE THE ACCURACY NOR COMPLETENESS OF SAID INFORMATION. r TITLE SHEET 216 N, EUCLID AVENUE SIXTH STREET DR 99-46 ONTARIO, CA 91762 ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL FROM : HERMOSA AVENUE TO: 640' W/O HERMOSA AVENUE PACIFIC TELEPHONE (800) 248-2800 EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. HERMOSA AVENUE ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE COMCAST (909) 983-9895 "OCCUPATIONAL SAFETY AND HENLTH REGULATIONS" OF THE U.S. DEPARTMENT FROM : SIXTH STREET TO: 300' S/0 SIXTH STREET OF LABOR, AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS MARKS CABLEVISION (800) 566-2757 "CONSTRUCTION SAFETY ORDERS". APPROVED BY � � � DATE:-�--cls- 10808 FOOTHILL BLVD., SUITE 120 THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE RANCHO CUCAMONGA, CA 91730 CONTRACTORS' AND SUBCONTRACTOR' COMPLIANCE WITH THE "OCCUPATIONAL - 033--31�� CITY ENGINEER R.C.E. NO. 23889 - - Underground Service Alert SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR, AND THE DESIGNED BY: REOOMM NCE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION R.B. ENGI RING cz- C� TOLL �= SAFETY ORDERS". CH VICINITY MAP 3198 N. ASH WOOD STREET ORANGE, CA 928651-800 DRAWN BY: PHONE: (714) 637-8100SHE227-2600 CH FAX: (714) 921-2223 1 OF Z EVVT - TWO WORKING DAYS BEFORE YOU DIG RBK E B Y: R.C.E. 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