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Home My WebLink About24121. ALL 'WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR P'UBLI'C "WORKS CONSTRUCTION' CURRENT EDITION, INCLUDING ITS ANNUAL SUPP'LEME'NTS OR AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL HE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, 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 REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE. AS REQUIRED, AT NO COST TO THE CITY OF RANCH CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON TH1'S PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, "WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THE PLANS. 4. A PERMIT SHALL BE OBTAINED FROMI! THE CITY OF RANCH CUCAMONGA ENGINEERING SERVICES DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT —OF— WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER, PAVING 'STATE'S SHALL BE SET AT ALL HINGE POINTS, EDGE' OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUBGRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STATES MAY BE REQUIRED BY CITY ENGINEER, AS NEEDED, AT WARPED OR VERTICAL CURVE AREAS. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 7, COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH! BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUBGRADE SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN !REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND /OR SURFACING. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TEST'S OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R— VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE, 10. PAVING SHALL BE PERFORMED IN ACCORDANCE NTH R —VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS, PRIOR TO CONSTRUCTION OF THE STRUCTURAL. SECTIONS. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL, WHICH CONSISTS OF A ROCKY MATERIAL, THE SUBGRADE SHALL BE PREPARED BY REMOVING ALL ROCKS "WHICH PROTRUDE ABOVE THE SUBGRADE, AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL, 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUBGRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED DATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE' HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF ,WORK REQUIRED BY THESE PLANS 'WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES 'SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 14, STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 4•°01 —A AND 401- -B SHALL BE CONSTRUCTED AT EACH' INTERSECTION'. 15. CITY APPR'O'VAL OF PLAN'S DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION 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 CITY INSPECTOR. 17. CONTACT UNDERGROUND SERVICE ALERT, AS REQUIRED, TWO WORKING GAYS PRIOR TO EXCAVATION'. PHONE NO. 1- 800 - 227° -2600. PROVIDED FOR YOUR CONVENIENCE: ARE THE FOLLOWING: SOUTHERN CALIFORNIA, GAS COMPANY 1981 W. LUGQNIA AVENUE REDLANDS, CA 92374= PHONE: 800 -427 -2200 CUCAMONGA VALLEY DATER DISTRICT 1044Q ASHFORD STREET P.Q. BOX 638 RANCHO CUCAMONGA, CA 91730' PHONE: 909 - 987 -2591 SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVENUE FONTANA, CA 92336 PHONE: 909- 367 -6581 VERI'ZON' 1400 E. PHILIPS BOULEVARD POM'ONA, CA 91730 PHONE: 800- 483 -3000 BEFORE E "�'... 1.;II DAYS � � °- DIG .L. ry LL FREE 1-800-227-2600 ;, S PROPOSED SEWER - - -- PROPOSED ,WATER MAIN -- EXIST, R/W 2,355 E T —G ---- PROPOSED ELECTRIC, TELEPHONE 8c GAS PL. PROPERTY LIME R/W RIGHT —OF —WAY CL CENTERLINII PROP, PROPOSED EXIST. EXISTING DR''WY DRIVE'WA'Y STL STREET LIGHT SCE SOUTHERN' CALIFORNIA EDISON' TITLE SHEET AND G I 4 ' `. DETAIL i A. CONTRACTOR TO ADJUST ALL VALVE COVERS 'AND MANHOLE RIMS TO GRADE AFTER FINAL PAVING A BEEN INSTALLED. 2 CONSTRUCT CONCRETE CURB AND GUTTER TYPE A2-8 PER CITY OF RANCHO CUCAMONGA STD. 104 813 LF CONSTRUCT CONCRETE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103 2,355 SF CONSTRUCT ..gip' AC OVER 6 "A19 21,719 SF 15 CONSTRUCT DRIVE APPROACH PER CITE'` OF RANCHO CUCAMONGA STD. 101 (TYPE R -1� 123 SF CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY OF RANCHO ROW 2015-00501 CUCAMONGA STD. 101, TYPE C, IN PER PLAN, 1,292 SF INSTALL S'TR'EET LIGHT 5800 LUMEN, EQUIVALENT LED BY SCE (WORK TO BE DONE BY SCE AND PAID & COORDINATED BY DEVELOPER). .4 EA REMOVE EXISTING WOODEN BARRICADE 2 EA S SAWCUT AND REMOVE EXISTING PCC CURB. 44 LF 3990 CONCOURS SUITE 330 PROTECT EXISTING UTILITY IN PLACE (TYPE AS INDICATED ON PLAN) N/A TIE —OUT AND RESET EXIST, SURVEY MO UMENIT 5 EA S CONSTRUCT DOUBLE ' WIDE PARKWAY CULVERT PER SSP C DING. 151—Z INLET TYPE 1. _ 1 EA GRIND EXISTING AC MINIMUM 0.10' DEPTH 2,357 SF CONSTRUCT 0.10' MINE AC OVERLAP �— .29357 SF n STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1 4 EA WLY R°W CL E'LY INDEX R/W N T.& IF INVF. Mk /tam rtu UTICA AVENUE TYPICAL SECTION ICI. T, S. TI = 7 BENCH MARK y 'CITY OF RANCHO CUCAMONGA KNCH MARK NO. w. 1" ROUND HEAD BOLT IN CURB STAMPED "SB CO BM 011:00" AT THE SOUTHERLY END OF WHITE OAK AVE (FORMERLY VINCENT AVE.), iOUTH OF JERSEY BLVD, APPROX lOG FT NORTH OF ATSF RAILROAD, MIN. GROW STREET NAME BOTANICAL NAME COMMON NAME SPACE SPACING SIZE QTY UTICA BRACHYCHITON BOTTLE TREE " 35' 0. C. 15 GAL 4- AVENUE POPULNEUS CONSTRUCTION NOTE'S FOR STREET TREES: 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL B FURNISHED TO THE CITY INSPECTOR. ANY 'UNUSUAL TOIC'ITIES 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 ENGINEERING SERVICES DEPARTMENT. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 1r DATED: Wyy1z5_ __—` MAURICE H � ae , � t 4, Ontario CALIFORNIA 91764 )l 941 -7769 e/_mz/ :, DATE I ' ». , OF PLAIM acTRIEET IMP (V Tfflg r" � � �, - _ - - ROW 2015-00501 APPROVED BY CITY ENGINEEER HURMDRAWN — —Z STAFF d a CHECKED 3990 CONCOURS SUITE 330 MHM � ae , � t 4, Ontario CALIFORNIA 91764 )l 941 -7769 e/_mz/ :, DATE I