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Home My WebLink About739 f k ............. ...... .............. . ......... ................ ........ ............ ...... .. .......... ... ............ ................... .............. ........... .............. .............. .......... .......... .............. ............. __T ............. ..... . ....... .......... .... .......... .......... .......... ........... A.......... .......... .......... ........... ............ .................... 7-,=��__ C� L ............ ............ -- ---------- .............. A V��IVU .......... .................. ......... ...... ..... 0 ................ ............ 0 0 0 C1 T ............ J__ .......... ------------ t .......... Y, ............ ............... .......... .......... A 0 E ........... ------------ ........... .......... ............ /9'eA5T .......... ............ ..... ........... ........... ....------- ........... .......... 1 98 44 ..................................... --------- ............ ...... .............. ...... .......... .......... ........... ......... ----------- ..................... .......... .......... ............ .......... V' ........... PFI............ ------------ ........... ....... ............ ----------- ----------- -------------- ....................---------- ............ ------ .5 ALF:�s NaV r --------------- 6 7 10 1 P L A NJ GENERAL NOTES 1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY 01: RANCHO GA C A L I 4d STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL SE RESPONSIBLE FOR ADHERANC T THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY IND, TELEPHONE OR POWER POLES, WATER METER, 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, RE LOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONCA. 3. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS. PAVING REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC OR OTHER UTILITY LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS. 0. ANY CONTRACTOR PERFORMING WORK ON THIS 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 THESE PLANS. S. SHADING ON STR-ET PLANS INDICATE A.C. PAVEMENT, DETERMINED BY STRUCTURAL SECTION, BE INSTALLED. 6. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONCA ENGINEERING DEPARTMENT PRIOR TO ANY ENROACHMENT OP CONSTRUCTION WITH CITY OF RANCHO CUCAMONGA EASEMENT OR (9 RICHT-OF-WAY. _r A;?LJ<Z--T_ A. C)V�E C;�,L.A y 7. ALL REQUIRED STAKES SHALL BE SET BY THE PRIVATE ENGINEER. a. ALL CURB AND CUTTER, WHERE GRADE IS LESS THAN 0.401, SMALL BE STAKED WITH V OFFSETS AT (9 12.5' INTERVALS. PLACE 3/0 DOWEL PINS AT ALL EXPANSION JOINTS. v S. THE STRUCYURAL SECTIONS SHOWN ARE MINIMUM. AT THE COMPLETION OF ROUGH CRAOINC, SOILS TESTS. INCLUDING "Rw VALUES, SHALL BE TAKEN AND A MATERIAL REPORT SHALL 13E PREPARED BY A QUALIFIED SOILS ENGINEER. THE REPORT SHALL CONTAIN A PROPOSED STRUCTURAL SqCTION AND SHALL BE SUBMITTED TO THE CITY ENGINEER FOR HIS REVIEW AND EVALUATION. APPROVAL W!LL CE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. TF, F40W&VC EX v It. SUB-CRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, SHALL BE SET BY THE CONTRACTOR OR ENCINEER. THE STAKES SHALL BE SET AT ALL HINGE POINTS, EOCE OF PAVEMENT 0151� AA10 PA-0POM0 QARNELIAPI (C lt6r. - 1 9 io AVENUE POINTS WITHIN 0.01 FOOT OF SUB CRADE ELEVATION AND AT NOT MORE THAN 56 FOOT INTERVALS. ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR VERICAL CURVE AREAS, SUB-CRADE STAKES SHALL BE IN PLACE PRIOR TO PAVING TO PERMIT SPOT CHECKING OF SUB-CRADE BY INSPECTION 3--'31 PERSONNEL. �5 It. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS. OR CROSSINGS —7 A.<Z� 0�=�-rn E x SHALL BE CONSTRUCTED PRIOR TO PAVING. 0 ------- 12. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL W GROUND ANP ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPO.1T WITH THESE COMPACTION TEST SHALL BE SUBMITTED TO THE CITY ENGINEER, (n , FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS ANO/OR SURFACING. C6&�7_ WA7_6V 13. A THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. 0/r�- LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: C) t5 T Z2 CJ C�7-S7 0- (±311 (A) R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF ACCREGATE BASE. 0 W17;q 14 (8) STABIL�TY. OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. 14. W�IW AS?.*.ALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL. THE SUL;-GRADE SHALL BE PREPARED BY REM:)VING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB- GRADE AN;; ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OR A C) QUANTITY BETTER THAN THE NATIVE MATERIAL. N � -J -GRADE. A SOILS STERILANT REGISTERED BY 15. 1;-' THE ASPHALT CONCRETE IS TO BE PLACED ON SUB THE C.P.A. FOR JSE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR TI;E FULL PAVEMENT WIDTH PRIOR TO PAVING. vv z::)1E If. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE -FREVISED i DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A 810. ANY ITEM OF WORK REQUIRED 13Y THESE PLANS WHICH IS NOT SPECIFICALLY AR K F�ATE DESCRIPTION BY APPROVED BY 0 0 0 LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. v I I ON .13 0 17. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF QUANTITIES. Ir 01 <--',A Q E L 1A/V A VE:P4 UE: 11. STREET MARKERS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE C-ITY Or rRAN " O UAMONGA .33 CONSTRUCTED AT EAC14 INTERSECTION. 19. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE F_iE A-T-14 E:A-- �—A V7 A4 E 7- CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THO STRo6E 7- V45E7M4!F1'J V REQUIRED PLAN REVISIONS SHALL BE PqOMPTLY SUBMITTED TO THIS CITY ENGINEER FOR APPROVAL. �5 Az)p V<D r- 20. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL 13E CLEANED UPON REQUEST Of THE INSPECTOR. 53&7 CARA1541AA1 A VICINITY MAP SCALrt: i"= iood ITI-r(z> "CAT VE:A�ITIC�AL r If Or �e_;A ;_ty1C�PF__vvAL1< I-OCAr 110AJ SPECIAL NOTE FROM PRIVATE ENGINEER 'ro CON,r?tAcrOR 14;�C L 5. _�5 7 OCIAn TYPICAL SECTION C:--(D -'a_rAz?U C�_r <E? C:� C3 C,/7- 3<0 4- PC r- 67�d.Owq.AJo. Conttictor 2gicts that he shall assume sole and complete tesponsibility for job site (:.-(-/,-6 <��C/ "-f re 0. — conditions uring the course of construction of this Project, incluing V..Ifcty of all pel�ons 31;3 EAS S 1 r CARNELIAN AVENUE and propetty; that this teuiteintrit shall apply continuously and not be limited to notinl on-m-1110, C-ALIFORNIA r �5- Appr-oac/2 e'1?eoia'e127'1a1) I-De- �5,F7 Per 'Stei. Dw in 7_��Z:) y U k AJO. 305 working hours; and that the Contractor shall defend, dinnify and hold the Owner and 0 fA C) 15.F.- the Engincr hatinless from any and ill liability, ical of alleged, in connection with the -7 (�D 1!5. ptifonnance of work on this Project, excepting for liability arising frOin the sole gtnce of the Gwnef or the Engincf. -A E a 0�0 L. F- PC,- ck�. A10. a//