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HomeMy WebLinkAbout1658 BENCH MARK. RAILROAD SPIKE IN POWER POLE #1377304E AT THE SOUTHWEST CORNER OF ARROW ROUTE AND ROCHESTER AVENUE. ELEVATION 1159.890 STRFET IMPROVEMENT PLANS AT. & SF. R.R. GENERAL NOTES Q Z 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FOR 6 TH S TREE T Q RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE PROJECT SITE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 0 2 ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, 67H STREET 7TH ST. WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE REMOVED, REPLACED, RELOCATED RW W OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO 67H STREET CUCAMONGA. 60' U m � 15 = 3 ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE W HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, 9 19 19 & VARIES 13 WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC i WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF- WAY. " " � Y o SAWCUT & 4 AC OVER 10 AB m 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING COLD PLANE (SEE CONST. NOTE 1) MEANDERING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 PER DETAIL JOIN EXISTING HEREO SIDEWALK FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. AC OVERLAY TC PER PLAN ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT (0.10' MIN) -------- WARPED OR VERTICAL CURVE AREAS. - 3x t y 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, i ��______ n � VICINITY M A P MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. I ---- q NTS �o 00° o0ooc o U Z COMPACTION TEST OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, ID° °�'° ° ° 0 ° COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO EXISTING-",/ COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE TACK COAT COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. REMOVE EXISTING CURB CONSTRUCT 8" C & G OR CROSS GUTTER 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO VERIFTY STABILITYE CITY OILER LIS71NG ALL TESTS OR CONTENT AND GRADATION OF ASPHALTDETERMINATIONS GREETED TO TYPICAL STREET SECTION 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE 6 TH S TREE T SUBMITTED TO THE CITY ENGINEER LISTING ALL TEST OR DETERMINATIONS "'S EXISTING UNDERGROUND STRUCTURES COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF i AGGREGATE BASE. a THE EXISTENCE AND LOCATION OF ANY UNDERGROUND PIPES OR CONDUITS SHOWN ON THESE PLANS ARE OBTAINED 10. PAVING SHALL BE PERFORMED IN ACCORDANCE R-VALUE AND PAVEMENT TESTBY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES TAKEN TO DETERMINE STRUCTURAL SECTIONS. EXIST. 6" MEDIAN EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE THE PRECAUTIONARY MEASURES TO CURB PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. IT 11. WHEN IMPROVEMENTS ARE TO 8E PLACED ON NATIVE SOIL WHICH CONSISTS OF 0.10 MIN. COLD PLANE _ STREET BOTANICAL NAME COMMON NAME SPACING SIZE QTY. SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTUES CONCERNED A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS 0.10 MIN. OVERLAY BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UNDER- WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE I \ 6TH STREET MAGNOLIA NCN 30'O.C. 15 GAL. 30 EA GROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE GRANDIFLORA "MAJESTIC MATERIAL. I 7ZI T JET BEAUTY" 12. 1F THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS S7ERILANT — — J REGISTERED BY THE EPA FOR USE UNDER AC AND PCC SHALL BE UNIFORMLY APPLIED NOTICE TO THE CONTRACTOR AT THE MANUFACTURER'S RECOMMENDED RATE FOR FULL PAVEMENT WIDTH PRIOR TO PAVING. COLD PLANE WIDTH AS REQUIRED EXIST. A.C. FOR MINIMUM 0.10 A.C. OVERLAY CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, CONVENIENCE OF THE DEVELOPER. TUE CONTRACTOR SHALL MAKE HIS OWN CONSTRUCTIONDETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMIT7ING'A BID. ANY ITEM NOTES FOR STREET TREES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE THE CONTTACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER ESTIMATE OF QUANT171ES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER I7EMS OF TYPICAL COLD PLANE DETAIL 1 PLANS.STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH THE CITY STANDARD HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE WORK. PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE IC 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 6 TH S TREE T 2 SHAOLRL BE FURNISH DTO THEE TOETHE TCITY INSPECTOR. ANY UNUSUOF ANY PLANTING, ANOALOITOXICIOTI S OR REPORT SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. SHALL BE CONSTRUCTED AT EACH INTERSECTION. NTS NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM 3. ALL STREET TREE ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING ENGINEERING DIVISION. CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY 4. STREET TREES ARE SUBJECT TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 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. I7. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: STREET CONSTRUCTION NOTES QUAN T/ TIES STREET STRIPING NOTES QUA N T/ TIES A SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT'9(818) 969-7911 Oj CONSTRUCT 4" AC OVER 10" BASE SEE NOTE BELOW) 17, 214 SF 20 PAINT 4" WIDE WHITE STRIPE DASHED PER R.C. STD. NO. 133 1,050 LF MR. BOB STALLINGS ( 0 FOR BASE LINE ROAD CONSTRUCTION O2 CONSTRUCT 8" CURB AND 24" GUTTER PER CITY STD. NO. 104 1,046 LF 21 PAINT 4" WIDE WHITE STRIPE SOLIDPER R.C. STD. NO. 133 100 LF B. GENERAL TELEPHONE 1-800-427-3000 O 22 INSTALL R1 STOP SIGN PER R.C. STD. NO. 401-B 1 EA 3 CONSTRUCT 9500 LUMEN STREET LIGHT BY S.C.E. TO BE PAID AND COORDINATED BY DEVELOPER 7 EA C. SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES INSTALL R10A ONE WAY SIGN 1 EA 216 N. EUCLID AVENUE 1-800-427-2000 COMM O4 CONSTRUCT HANDICAP RAMP PER CITY STD. PLAN N0. 102 2 EA 23 ONTARIO, CA 91762 O5 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. PLAN NO. 107-8 2 EA 24 INSTALL R41 RIGHT TURN ONLY SIGN 1 EA CITY DESCRIPTION OF REVISION DATE D. CUCAMONGA COUNTY WATER DISTRICT(909) 987-2591 O6 CONSTRUCT SIDEWALK PER CITY STD. PLAN NO. 103 AND 114 (5' WIDE) 4,830 SF 25 INSTALL R-26(S) NO STOPPING ANYTIME SIGN 7 EA. 1APPROVE 9641 SAN BERNARDINO ROAD CITY OF RANCHO CUCAMONGA RANCHO CUCAMONGA, CA 91730 O7 ADJUST WATER GATE VALVE TO GRADE 1 EA 26 INSTALL R-26 NO PARKING ANYTIME SIGN 3 EA. E. METROPOLITAN WATER DISTRICT (909) 593-7474 O8 SAWCUT AND JOIN EXIST. PAVEMENT 1,110 LF 20 INSTALL G-7 SIGN "ROCHESTER" 1 EA. PLAN AND PROFILE 700 N. MORENO AVENUE ® INSTALL W-53(30") SIGN 1EA' STREET IMPROVEMENT and STRIPING PLANS LA VERNE, CA 91750 O9 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 101, TYPE C 1,260 SF 2 F. COMCAST(909) 983-9895 10 FURNISH/PLANT PKWY. TREES PER DETAILS/LEGEND HEREON 30 EA 29 INSTALL TYPE "H" MARKERS ALONG MEDIAN PER CITY STD. NO. 133 L.S. STA. 82+ 13 TO STA. 92+ 60 1205 DUPONT STREET(PORTION of RED HILL) � 6Th Street ONTARIO, CA 91762 "o UD W-33 G. MARKS CABLEVISION (909) 987-6275 ` 41 10808 F007HILL BLVD., 20 909 880-0222 NOTES: BENCH MARK: f ` APPROVED BY Gu.(i \ R.E.D ATE / 9 RANCHO CUCAMONGA, CA 91730) 1. THICKNESS OF STRUCTURAL SECTION WAS DETERMINED BY SOILS ENGINEER (SEE LETTER BY RAILROAD SPIKE IN POWER POLE '`` CITY ENGINEER _ r GEO-ENVIRONMENTAL DATED 12-02-98, ON FILE IN THE OFFICE OF THE CITY ENGINEER, DR 97-33). # 1377304E AT THE SOUTHWEST DESIGN RECOMMENDED CORNER OF ARROW ROUTE AND1►, X H.G.H /' .G. Civil Engineering one Technology Porn ROCHESTER AVENUE. Planning Building J-725 Surveying Irvine, California 9261 i (714) 753-8111 ELEVATION 1159.890H.G. 1 OF 3 CHECKED DRAWING N0. ENGR. RONALD M. BUNDY R.C.E. N0. 52 181 R.B. DATE 12-31-01 FILE NO. - - -- - ---.- -- -- - -- -- - - --- -- --I LL1 I I I I I l . 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