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HomeMy WebLinkAbout1371 WATER FLOW SAN BERNARDINO ROADV I N E Y A R D A V E N U E P1'POR?.SED /MPf�Di'EMfNTSIF GENERAL NOTES = ' Z AND 1 . ALL YORK SHALL BE DOME IN ACCORDAIICE WITH THESE PLAYS. ;; W THOMAS I THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD b Q WINERY SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1905 E DI TION W WITH 1906 AND 1987 SUPPLEMENTS.CONTRACTOR SHALL BE FAMILIAR ¢ 1 WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE W a 1 STANDARDS AND SPECIFICATIONS. SAN ( 3 Z PROPEBERNARDINO ROADRTY 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE > M 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 I IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED. RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NOI M P R 0 V E M E N T S COST TO THE CITY OF RANCHO CUCAMONGA. -- FOOTHILL BLVQ 3. ANY CONTRACTOR PERFORMING YORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY WATER FLOW RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO LOCATION MAP CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHINCITY OF RANCHO SCALE 1"- 200' CUCAMONGA EASEMENT OR RIGHT-OF-WAY. OLIANTITIES S. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE SHEET I NDEX POINTS. EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF NO. ITEM QUANTITY UNIT SUBGRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED 1 CONSTRUCT S" AC OVER 4" AB 2000 S.F. DESCRIPTION SHEET NO . BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 2 SAWCUT AND REMOVE EXISTING PAVEMENT .570 SF TITLE SHEET ILITY 3 CONSTRUCT CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA 6. LATERALS. MAINSALL SEWER. . �OR CROSSINGS ASHALL S. LBBEE�CONSCO TRUUCCTTEDTPRIOR STD. PLAN NO. 303 X00 L.F DETAILS QUANT 1 T 1 ES 1 TO PAYING. 4 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA VINEYARD / SAN BERNARDINO T. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH STD. PLAN N 0. 310 2385 S.F STREET PLAN 2 BACKFILL. COMPACTING ORIGINAL GROUND AND ALL SUBGRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO 5 CONSTRUCT RAMP PER CITY OF RANCHO CUCAMONGA CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION STD. PLAN NO. 310 / EA. VINEYARD / SAN BERNARDINO TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR 61 REMOVE EXISTING CURB AND GUTTER 3¢0 Z. ' STRIPING 3 APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALSVINEYARD / SAN BERNARDINO . AND/OR SURFACING. 7 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY OF B. AT THE COMPLETION OF PAVING. A M&TERIALS REPORT SHALL RANCHO CUCAMONGA STD. PLAN NO. 306 / EA. SIGNAL 4 BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS 8 CONSTRUCT UNDER THE SIDEWALK DRAIN PER CITY OF RANCHO OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL �a TRAFFIC DETAIL SHEET 5 CONTENT AND GRADATION OF ASPHALT PAVING.G. CUCAMONGA STD. PLAN N0. 502 / E 9. PRIOR TO INSTALLATION OF ANY PAVING. A MATERIALS REPORT 9 ICONSTRUCT UNDER THE SIDEWALK DRAIN PER DETAIL Al2 / EA. SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL 10 REMOVE EXISTING A.C. BERM //5 Z. TESTS OR DETERMINATIONS COMPLETED TO VERIFY SIEVE 11 CONSTRUCT SPANDREL AND CROSS GUTTER PER CITY OF RANCHO ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. CUCAMONGA STD. PLAN N0. 308 .580 S14- 10. .F10. PAVING SHALL 8E PERFORMED IN ACCORDANCE WITH R-VALUE 12 REMOVE EXISTING SPANDREL AND GUTTER 555 SF AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL) . 13 STREET LIGHT (16. 000 LUMEN HPSV LUMINARE TO BE INSTALLED 11 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH BY S.C.E. . COORDINATED AND PAID FOR BY DEVELOPER / EA CONSISTS OF A ROCKY MATERIAL. THE SUBGRADE SHALL BE 14 CONSTRUCT A.C. BERM PER CITY OF RANCHO CUCAMONGA STD. PLAN N0. 313 22.5 Z.F PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUBGRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE 15 STRIPING FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER 16 SIGNAL THAN THE NATIVE MATERIAL. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUBGRADE. rr STREET LIGHT 9500 LUMEN HPSV TO BE INSTALLED BY SC.E. COORDINATED A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER AND PAID FOR BY DEVELOPER � A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE 18 INSTALL 15 GAL.LONDON PLANE (PLATANUS ACERIFOLIA) TREE 30'O.C. 8 EfI• MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 19 INSTALL 15 GAL. FESTIVAL SWEET GUM ( LIOUIDAMBAR STYRACI FLUA) TREE 25, O.C. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER 20 CONSTRUCT 5:1 PAVEMENT TRANSITION PER CITY OF RANCHO CUCAMONGA ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE STD PLAN NO. 406 CONTRACTOR SHALL MAKE HIS OWN DETERMINATIONOF 7�/ O 21 CONSTRUCT VARIABLE THICKNESS A. C. (2 MIN.) SSS .sf CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. OF P.4{iE.�I�iVT EXISTING UNDERGROUND STRUCTURES ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS /1/ S4/.P4EJ Z141E f,'�`✓ 'E-p NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIESfX/ST/N6 SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF 3 QS.S /y/ > ON/ EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR WORK. 3� - " STRUCTURES OR CONDUITS SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH Z75� � VAR/ES OF THE AVAILABLE RECORDS• TO THE BEST Of OUR KNOWLEDGE. THERE ARE NO A? 'A041, EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS S' REOUI RED TO TAKE THE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY L I T Y ��, 5� /7� �� ,Igp/E-s L I MES SHOWN AND ANY OTHER L I MES NOT OF RECORD SHOWN OR NOT SHOWN ON THESE 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER PLANS. IT SMALL K THE CONTRACTOR' S RESPONSIBILITY TO NOTIFY THE FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR ANO ��,�� OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST I '"�'^' I CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR 111E THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED � p I I EX/ST.�IG' ✓r'4C.�4,48_ UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN TO THE CITY ENGINEER FOR APPROVAL. S xC/¢.9.,8 ON THESE Pl ANS. 16. WORK SITE AND EXTERIOR STREETS SHALL 8E IN A PEAT. O�S�D 4/�J/P/ES EX/ST/NG i /E,f' E , 7it� CLEAN. HAZARD FREE. ORDERLY STATE. THROUGHOUT IDR/Es S�`s/��'4Lf A�OPOsEO G�//rV0 CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST " _� �' 5 S/DEi✓�4L� ':.; UNAUTHORIZED CHANCES & USES: The engineer preparing �ovorrvo � OF THE INSPECTOR. _ „ ' � ' „ r these plans will not be responsible for, or liable for, unauthorized 17. CONTACT UNDERGROUND ALERT 1-800-422-4133 AND THE 'gyp BC U TEA' '�5T/SLG changes to or uses of these plans. All changes to the plans must be Of FOLLOWING UTILITY COMPANIES AS REQUIRED. 2 WORKING 6vIle'BC1/T f' ' EX/ST/NG B" P,4rEMENT in writing and must be approved by the preparer of these plans. wweyw DAYS PRIOR TO EXCAVATION. -c-Xj5.7-1A4f5;CU.PB CU�9B�`GUTTE/S' 'f-e;WrrZ-,PTO aE EXrsT�n�� ��cUr�✓oiN T/=9 PROV I DED FOR YOUR CONVENIENCE ARE THE FOLLOWING• �PEMD{iE0 �91�Ei11E/VT 7/=9 E�'/ST//1/ �I�EMENT R rgLUE=65 AS ,PE61U/PElI f3Y DESCRIPTION OF REVISION DATE CITY A. CUCAMONGA COUNTY WATER DISTRICT (SEWER 8t WATER) -XVjOEr 65 /.vSPEe,TOe. OV 9641 SAN BERNADINO ROAD RANCHO CUCAMONGA. CA 91730 (714) f�l�'MENT Qa0tiq, CITY OF RANCHO C U C AMONG A (714) 987-2591 ,* y/.�/SPE�'T t//it/EY�I�IO Al/E SAN BE�PNAAP1%10 eD o���`� J°�oo2 - sTi9. 32t3ST034*70.63 N.T.cV STA.2�2 .�O T03t 62 STs W No 24„F � VINEYQ,RD AVE. DR 88 * F>D 12,31/93 * 'r STA. 311 83 TO STA. 35+17 Cryi1. P *NOTE@ UNDERGROUND ALERT CONTACTS OFcp&* a AND SAN BERNARDINO RD. GENERAL TELEPHONE STA. 2�- 28 TO STA. 3+92 SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA GAS COMPANY CABLE COMPANIES SOILS ENGINEER AND GEOLOGIST BASIS OF BEAR I NGS = BENCH MARK s APPROVED BY s DATEa RECORD OWNER CITY ENGINEER R.C.E. Nb. 22397 AT THE MY CORNER OF VINEYARD AVE. AND VAN DELL AND ASSOCIATES . INC - RICHARD MILLS ASSOCIATES BEARINGS SHOWN HEREON ARE FOOTHILL SLED.. 3t FT. VEST OF C.L. DESIGN RECOMMENDED _ VINEYARD OT"ILL AVE. AND TT FT. NORTH OF C.L. VAN DELL AND ASWCIATES. INC. BASED ON THE C.L. FOOTHILL FOOTHILL BLVD.. GRASS DISK ON TOP D. N. aru w.".MowLl CIVIL ENGINEERS 9624 HERMIOSA AVENUE FILED PER TRACT NO. 8467 AS CURB ON THE NORTH END OF CURB RETURN. FILED IN MAP BOOK PGS. 82 STAp .„ ED SAN BERNARDINO COUNTY SURVEYOR DRAWN ,, .,,,,nw,,,,t.w SHUE 71 SURVEYORS LAND PLANNERS THRU 85 SHOWN AS N 89 47'43” W. 1870 8" RT-24- „„,t .. N„4 r~"~ RANCHO CUCAMONGA. CA 91730 P. H. 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