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Home My WebLink About1192 I i I II � I R11 CT •A13440 GENERAL NOTES IN THE CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES & ESTIMATED QUANTITIES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD l� CONST. 3" A.C. OVER 4" AB PAVEMENT /47,/67 Sc SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE � FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. CURB W/24" GUTTER PER CITY OF RANCHO CONST. 8 8""CUCAMONGA STD. 303 /52 LF 2. ALL PIPELINES OR SUBSTRUCTURES OF' ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC., SHOWN OR NOT a— CONST. 6" CURB W SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN 4" GUTTER PER CITY STD. 303 (SEE DETAIL ON SHEET /2/2 1) ZS76 Lf ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL HIGHLAND BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT AVENUE NO COST TO THE CITY OF RANCHO CUCAMONGA. 4�-- CONST. 4' WIDE SIDEWALK PER CITY OF RANCHO 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA WILSON AVENUE CUCAMONGA STD. 310 & 311 33,996 SF ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR osSANO DRIVE CONST. 6' WIDE CONC. CROSS GUTTER PER CITY OF CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR CURB) 3,276 SF RANCHO CUCAMONGA STD. 308 (INCLUDES MONOLITHIC RIGHT-OF-WAY. � W 4. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY Z LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO w w W PAVING. Q > > CONST. HANDICAPPED RAMP PER CITY OF RANCHO 5. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH Q 4c G>_ CUCAMONGA STD. 310 /8 EA BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL 00 HIGHLAND AVENUE BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. f 4 a7 — CONST. DRIVEWAY APPROACH PER STD. 305 A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED -�. DEER z Y 19TH ST. CREEK W • '" uj PROJECT. 8 CONST. LOCAL DEPRESSION PER STD. NO. 518 $ PER DETAIL TO THE CITY ENGINEER, FOR APPROVAL PRIOR TO THE PLACEMENT x OF BASE MATERIALS AND/OR SURFACING. V w CHANNEL j �—•• _ THEREON. 9 EA 6. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE L° > 9� INSTALL STREET LIGHT 5800L 3/ EA SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR _ cc DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND � � 1 INSTALL STREET NAME SIGN PER CITY OF RANCHO GRADATION OF ASPHALT PAVING. SO. PACIFIC RAILROAD CUCAMONGA STD. 401 & 402 //EA 7. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH W 3 '� � BASELINE ROAD // INSTALL STOP SIGN PER CITY OF RANCHO CUCAMONGA CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE -THE SUB-GRADE w STD. 401 & 402 2 EA AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE > MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. ` LAR /2 INSTALL STOP AND STOP BAR 2 EA 8. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM VICINITY MAP /3 ADJUST WATER VALVE COVER TO GRADE /7 EA RESPONSIBLITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED N.T.S. /4 ADJUST MANHOLE TO GRADE /5 EA PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD - 3 4 FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE S1DEWALKAMLITY NOTE • G�_ REMOVE EXISTING BARRICADE 4 FA CLEANED UPON REQUEST OF THE INSPECTOR. 10. THE REPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING AL ..L.. UTIl...1T1F-5 (INGL..UOIN9 FIFA H'fC t-475, STRI~ET 1...IC�1-�1''r') REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND �� 5TRTEE-7 151C-AIA , ANO MAIL. 80X1~.15) SHAT-L F3S L.O.ATF-CJ /7 INSTALL BROOKS BOX NO. 2424 WITH PARKWAY GRATE 6 EA O ESF-HIND 4' SIOMWAI-K WHF-t4 ACJJACI✓NT 70 OURS. WATER, GAS, PHONE, ELECTRIC, OR ANY OTHER UTILITY LINE 9/,y Z /e INSTALLATIONS WILL BE THE RESPONSIBLITY OF THE OWNER, AND SHALL p INSTALL 3' X 5" STEEL THRU DRAIN PIPE PER DETAIL SHT. 2. S Eq BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS. /9 CONST. CURB OUTLET PER CITY OF Ri1NCH0 CUCAMONGA 11. ANY CONTRACTOR PERORMING WORK ON THIS PROJECT SHALL Y STD. 506 _ / E4 FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE REMOVE EXISTING STORM DRAIN FACILITIES 70 LF FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES T LANE ARE SHOWN ON THESE PLANS. 12. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT. Z PARK W �Q- 13. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. _j W PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT -j n POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE W PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE > THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF CURVE AREAS. F 0 T AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR 14. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 PLANS. FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50' INTERVALS. w ADDITIONAL STAKES MAY BE REQUIRED BY CITY ENGINEERS AS NEEDED ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON AT WARPED OR VERTICAL AREAS. W OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC 15. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS 6 IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. cr 0WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. ' SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. SPRR THE CIVIL ENGINEER SHALL NOT BE REPONSIBLE IN ANY WAY FOR THE 16. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR 2Q INDICATES SHEET NUMBER CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS INDEX MAP CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES RESPONSIBLITY FOR JOB SITE CONDITIONS DURING THE COURSE OF SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. SCALE 1"=400' CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND 17. CONTACT ALL UTILITIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. VARIABLE PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND UTILITY CONTACT 18. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL CAPE NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR EASEMENT SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER DETERMINATIONS' COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION EQUIVALENT OF AGGREGATE BASE. Rlw R1W WITH TRIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS NEGLIGENCE OF THE OWNER OR ENGINEER. 19. CONTACT ALL UTILITIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION CURB L/NE 4� 46� 4` RIOR TO EXCAVATION: PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: 5-0.025 P.U.E. 23' PU.E GENERAL TELEPHONE COMPANY: (800) 422-4132 (SEE UTILITY LISTING HEREON) \ 61 24» Z3' 280 SOUTH LOCUST, FOR UNDERGROUND 3/8"LIP P.O. BOX 2920 SERVICE M ELEV- ,, TOP OF PNMT S` POMONA, CALIFORNIA 91766 6' ` I 50' I 050' SOUTHERN CALIFORNIA EDISON: (714) 529-2070 CITY /2" d. 191 EAST BIRCH STREET (714) 529-2889 DESCRIPTION OF REVISION DATE APPROVED. "►)r %� ;i�� BREA, CALIFORNIA 92621 20. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND (,' �� %-.-'• 8 3 LEVEL L/NE 0.03 --�� CITY OF RANCHO PAVEMENT TESTS TAKEN TO CENTERLINE STRUCTURAL SECTIONS (PRIOR I •'�' VW F.T _ / 3 u CUCAMONGA WATER DLSTRICT: (714) 987-2591 TO FINAL PLAN APPROVAL). /.7% — -"' CUCAMONGA /.7 9641 SAN BERNARDINO ROAD 21. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY o RANCHO CUCAMONGA, CALIFORNIA 91730 PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY 75" 13 5" 4 STREET IMPROVEMENT PLANS FOR LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE (EXCEPT FOR SOUTHERN CALIFORNIA GAS COMPANY: (714) 529-2889 BRE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND BR/ND/5 CT. } RE , BIRCH STREET (714) 529-7070 ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE $ATISFACTION OF THE CITY ENGINEER. DETAIL O 6E " N ACALIFORNIA 92621 CF & 24 GUTTER TYPICAL SECTION PACIFIC TELEPHONE: (714) 999-5639 (NO SCALD (NO SCALE) METROPOLITIAN WATER DISTRICT: (714) 593-7474 P.O. BOX 54153 TRACT NO. 13440 LOS ANGELES, CALIFORNIA 90054 APPROVED BY: DATE � CITY ENGINEER RCE N0. 22397 BENCH MARK B.M. 163B DESIGN RECOMMENDED 7�ti M. ESONSU. C.. ,U ELEV. 1297.297 MK QR04ESS�Oyq� G. � 4860 IRVINE BOULEVARD,SUfTE'I01 r c.Mo Fy .1 G- 24 EAST OF ETIWANDA IRVINE,CALIFORNIA 92720-1999 WILLIAM LYON AVENUE AND 40' NORTH DRAWN X4)730.7117 T SHEET OF (t BASELINE, SET BRASS MS E�� LLYON 8540 ARC1fIQALD SUITE ! • Of RANCHO CUCAMONGA. CALWORNIA 91730 BENCH DISC. IN TOP OF F ) ,, �qr c►vI o � NE END OF A 4'X2' CONC. CHECKED /�/� -17 /i foFc��E DRAWING No. BOX CULVERT. GB DATE r FILE NO I 1q2_ 240-4800 t.... ,.. .. .. .. .. ... . 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