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HomeMy WebLinkAbout1091 ESTIMATE OF GIUANT I T I ES BE.LICHMA2K9 CONSTRUCTION NOTES O¢161 GH MARK U.h 66 MONUMENT IN LONIQETE AT 50UTHEAsT CORNER I TEM DESCRIPTION QUANTITY JUNIT REMARKS CONSTRUCT A C PAVEMENT PER TYPICAL SECTION ON SHT NO 1 OF \AIILhON AVENUE AND HE7MOSA AVENUE 2 CONSTRUCT 8" P C C CURB AND GUTTER PER STD NO 303 ELEVATIOA.) oai 54(DEsTRcYEr 6Y SCHOOL. LOMITRU6T(01�1) 1 GLFFA2AN6 AND 4,ITE PIZ£PARDTIDA) IMLI MISL REMOVALS /�a STREET PLAN GENERAL NOTES 2 E)(LAY�T 1011 G % SEEE &t72 DIN(o —CONSTRUCT P C C CROSS GUTTER AND SPANDREL PER STD 308 O- O' C)F LT10 Al 6EL)GH MORK CONSTRUCT DRIVE APPROACH PER STD JOS N/= !4 TTOP OF ExI'iTI E GLJIZP� OU THE WEST SIDE d HERMO'SA I ALL YORK SHALL BE DONE IN ACCORDANCE WITH THESE-PLANS THE CITY OF RANCHO CUCAMONGA 3 LOMPAGTED IMPOST EM3AAIKMEAI L Y SEE TZADIN6 AU a—CONSTRUCT A C OVERLAY AVENUE AT THE ZLXJTH T2ALT F50UUDAtn AbL�2EL-aTZO.TE FSAriF_ 4-" THICK 100 332 S P 6o- CONSTRUCT SIDEWALK PER STD 310 AND 311 ELEV ATIOAI \720 S'3 STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT n 7 CONSTRUCT SIDEWALK RAMP PER STD 310 EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO 5 A L PAVEMEAIT 3 THICK 100 312 S F THESE STANDARDS AND SPECIFICATIONS A L PAVEMEUT OV E¢.LAY, 1 MIN. T IGS 254. 19 S F Bo-CONSTRUCT STOP SIGN PER STD 401 AND 102 9�CONSTRUCT STREET NAME SIGN PER STD 401 AND 402 2 ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND TELEPHONE OR POWER POLES WATER METERS 7 GU QB WVLSU TTEQ7 S" GU(Zf3 FACE_ 5 908 L F 10 INSTALL ST2EET L19HT5 VALVES FIRE HYDRANTS ETC SHOWN OR NOT SHOWN ON'THESE PLANS WITHIN THE RIGHT-OF-WAT 8 FIi2LLESTIZIAU TT7bIL &LJTTElZ_ L F. 11 CONSTRUCT CATCH BASIN NO 1 PER STD 502 LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED 12 COAISTRUC,T CU¢8 OAILY PER STD 301 9 GOULQ.ETE SIDEWALK 6498 S F IAIL LUI7EZ 2AMPS RELOCATED OR PROTECTED 1N PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO 1 O LONLMTE GVV17ti 6UTTEV- A"1JD AiPdNDQEL 3456` S F J CONSTRUCT OUTLET STRUCTURE PER CUCAMONGA 14 INSTALL Z4' R C P 175012 ( I �2T1ZEET DAME Z(6A1 4 E A 15 INSTALL 36" R C P 17.5012 3 ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER PAVING STAKES SHALL BE l TIZAPFIL REE,ULAT•!J¢77 '7160 3 EE I& I6 INSTALL EXTRUDED CONCRETE RAIL FENCE PER STD NO 1010 SET AT ALL HINGE POINTS EDGE OF PAVEMENT POINTS WITHIN 0 01 FOOT OF SUB-GRADE ELEVA- 17 4 ' DECOMPOSED GRANITE TRAIL SURFACE 13 A17,11-MOT ITEM TO L�IZADE 27 EA. TION AND AT NOT MORE THAN 50 FOOT INTERVALS ADDITIONAL PAYING STAKES MAY BE REQUIRED ST¢EET LI/ORT-, 29 EA AVJU'T ITEW TO GPJADE BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS 1 5 24" PCP D - 1250 32 L F I.1 CON5TRUCT HTEQ THROWN Y01RKIm 4AT8 "PSK F/,TD 1007 &_6,0NyTRUCT VEHICLE LATE PER 110 100(0 4 ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE l (0 30 " RCP D- 1250 742 L F - LONyfRULT LOCAL DEPREhhION PER %fD 51E GAhE G AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY l7 ZLma, emol S° LU¢a 1 ALE 460 L F Z1�LONYTRUGT OLOCK WALL PER h1D $II OR INDIRECTLY FROM HIS OPERATIONS WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS 18 4T6H FA4,17IL) NO I PER STD SO2 ECA I9 LOCAL PF_r'RES510N PER ZTD 518 Z EA• INDICA-TE'j NOTES WHICH DD NOT APPLY TO -rHI15 SHEET 5 A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT 7_0 DELOMP05ED 61Z6AllTE 'TZAIL 171u0=AGE 14000 S 1= RIGHT-OF-WAY RIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR 1 S-TueEr TYP�.,i 120 E A.. 2 LOL1G¢ETE DiZIVE AP P¢dAGH 115 11 I S F 6 COMPACTION TESTS OF EMBANKMENT CONSTRUCTION TRENCH BACKFILL COMPACTING ORIGINAL 'L3 F�CT2ULE[7 LOLIL2ETE fZd1L C=ELII� /350 L F GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCA- MONGA A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY EN- 2 4 MANHOLE A PERSTD 510 )V/F`V&56UREC0VERTFRAMa EA GINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AMD/OR SURFACING 7 AT THE COMPLETION OF PAYING A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGI- NEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT 8 WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB- GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL 9 IF THE ASPHALT CONCRETE 1S TO BE PLACED ON SUB-GRADE A SOILS STERILANT REGISTERED BY THE E P A FOR USE UNDER A C AND P C C SHALL BE UNIFORMLY APPLIED AT THE MANUFAC- TURER S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING 10 ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENT ENCE 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 SPECI- FICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF YORK 11 WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT CLEAN HAZARD FREE ORDERLY STATE THROUGHOUT CONSTRUCTION SITE SMALL BE CLEANED UPON REQUEST OF THE INSPECTOR 12 ALL SEWER WATER ELECTRIC GAS PHONE OR OTHER UTILITY LATERALS MAINS OR CROSS- ;0y` 33 INGS SHALL BE CONSTRUCTED PRIOR TO PAVING 13 PRIOR TO INSTALLATION OF ANY PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE (o' \1 22. 22 CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R-VALUE 0 10 12 2' SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE I 14 CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION UPON REQUEST THE EXL4T GUe&A 6UTTE2. REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR W 017 050 7TA ZO+0411 TO STA ZL+ GOY APPROVAL SLOP "R" �Axt,, MEET Em,7T FUTu¢E LUR3*dllJTTe¢ DEQ T¢ IOd27 J %4' /2' �3 a�'� z;!X� T7T% '7fA 15+112 42 TO NfA 70+04 93 15 STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE CON- I STRUCTED AT EACH INTERSECTION 7 &6'/ TO 16 CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION CJ2 y L PROVIDED FOR CONVENIENCE ARE THE FOLLOWING. d"ASPHALTIC CONCCETE 5 F.lAuESTQlgAI 4"11IC4ATE 60518 T¢IM TO GLEAN Eri15T LU26 Tua. VEETICAL ePV ITA 15+3D4b TO M 19+50 'TYPICAL SELTIDtJ F-IERAAOSA ANEAIUE GENERAL TELEPHONE 18001 422-4132 STA 15+5f5, 45 TO L.(O + FOR UNDERGROUND SERVICE T 1 =70 R= (09 8 SOUTHERN CALIFORNIA GAS COMPANY (711)528-2889 2191 E BIRCH STREET (714)529-7070 �XlvtluG TREES BREA CA 92621 APP¢OX LOldTIOAK� 8' C CUCAMONGA COUNTY WATER DISTRICT (714)987-2591 9641 SAN I" 44 44' I W RANCHO CUCAMONGA CA 91730 32 32 \\ D METROPOLITAN WATER DISTRICT (714)593-7474 4 20 l Ib P 0 BOX 54153 1 12 14 LOS ANGELES CA 90054 I 16` 5 E PACIFIC TELEPHONE COMPANY V147999-5639 4 j / ty3OU Aft4 7' 17 THE FINAL OR 5U2PALE LAYER OF M V"t,1T LOML¢ETE ROADWAY F&VEMELIT SHALL W ILZOAI AVEfJUE UOT ISE PLALED UNTIL ALL UTILITIES ARID UTILITY LATE2AL'7 WITHIN THF- 20A0WAY I MEDT ExIAr IT -- -- HAVE FFEM IMSTALLIS, ALL ON SITE IMPROVEMEARh COMPLETED ALID ALL Ef,V,A'S7R/.vu SEE SNEE.T 3 UNALLEPT4.RLE PA2KWAY AND 20ADWAY IMPZOVEMEUTS AYE REMOVED AUT7 /,L 4"ASPHALTI CONCTF'o RETE HILV7IV2 E OAD 2EPLALEI7 AT THE DIRE TION OF THE LITY F-O&INEEY EX19T CU¢N i&UTTER / 4"AAARE6ATE 605E Y 2 YTA 11+14 SO TO STA 22 +95 00 16• PAVIM/e SHALL FSE PERF02M2D IU ALLO¢GYaNLE WI1TH lZ-VALUE AUP PAVEMENT FUTU¢E Gu¢5 * 4,d TTMZ < E WILSON AVEUUE TE7T17 TAKEO TO DETEIZMINE °/TZLUTUIIAL SEGTIONZ ( P2101? TO FIAWLL_ 'PLAU m-PIZOJAL) HTA 1%4-9r 66 TO5TA Z9+0 7YPILAL °iECf ILIM W1L4,0Kl "EkAUEI PROJECT YfA 111 "4 90 TO 'L&1 + 061 57� hf I r D S I T E T( = 60 R = (o9 �1 11 � W i W _1 d o r D Aw = Q GO I V 7� Q LEMON e AVH.IUE 12' S l 9 12 V) Q r ul IN 11) = HIGHLAUD AVE 4 f a DESCRIPTION OF REVISION DATE APPR Ld I U Q W ° ", 0TH aT2�T CITY OF RANCHO CUCAMONGA Ii " rr 02d 017 %4'/FT 3 I ,�, �v w = b 2 3"ASPHALTIC LOULIZlETE 2 a \T��il i� =17 GENERAL NOTES, CONSTRUCTION NOTES ,TYPICAL 4'a66lZC�ATE I'AAf7E 1 �Q �N, ` VICINITY MAP SECTIONS, ESTIMATE OF QUANTITIES, BENCH MARKS, VICINITY MAP INDEX MAP AND MISC DETAILS OA.KGI7.OV E 122.1V E IIOT TO 'M&L�_— TYPICAL 'iE67100 s E S" Ee-r TRACT THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL 0 9649 FLINT RI()6E L002T STA 0+22012 TO STA. G4-4CONTRACTOR'S RESPONSIBILITY FOR SAFETY 0 GI TI = 50 R= G9 Lh 1N SUBMITTING A BID FOR THIS WORK. THE CONRACTOR AGREES THAT HE SHALL APPROVED BY DATE / flm5 QMIZT PLACE STA 11+3Z SO -IO ',TA 19+75 00 TI = 50 R• m9 ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING CITY ENGINEER R C O-OaK6ROVE T7lZlVE STA_ 5+06 L8 70 WA, + II32 90 TI = 50 R= 69 DESIGN RECOMMENDED TIVAftZ%AIZT LOUIZT STA 0+9000 TO STA 1 +-'7600 TI = SO R= (oN PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY ASSOCIATED ENGINEERS lE�b ff" (1i'rDKM DRAIN SEE hHEE-f -IOF7) AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR am d 2 O 316 EAST E STREET CLi E SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS P 0 BOX 9419 INDEX MAP FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE DRAWN ONTARIO. CA. 91761 SHEET PERFORMANCE OF YORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING J C. (714) 986-5816 1 OF 7 I+• UOT TO 'iLALE FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER CHECKED DRWG. NO. 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TIWLT LURE OIJIY PEE STO SOI 4 232 00 130 1 9 2f" 91 99 Z7 09 Ty CONSTRUCT OUTLET STRUCTURE PER LOT Ko f57ATlOA/ /W T A/o 37a77Au Jv APPROVED NE L DATE /NO 5 419 OD 29' 2.3V ET TI 4 42 109 Yo2 14 INSTALL Zy' R G P izSOD CITY ENGINEER Gam- R C E NO I 04-66 14- 12 u62'% W _ l4> G 406 OO 29° 23 27 205 19 104 90 >f1 -- INSTALL 30' R C P CONCRETE DESIGN REECC0�111ENDED INSTALL EXTRUDED CONCRETE RAIL FENCE PER STD NO 1010 2 1 +75 14 l0 SL82 14 ASSOCIATED ENGINEERS F 7 362 00 29` 23 27" 19 5 95 100 l 8 17 4' DECOMPOSED GRANITE TRAIL SIRFACE 3 24-8 l l4 L l +05 l4 8 3b2 on 31° 47 37 21 1 97 10079 @— AnJuv ITEM To &HAVE G M �'� 316 EAST E STREET H < 9 400 00 22' Z9 2Z" 157 00 79 53 WO--CON5TRUCT STEP-THROUGH PSARRIER �TE PER XMP 1007 4 '5+-77 14 I2 sJ }$�j IL}' P I BGA 9491 5 -2p+--)o l4 l3 2+8 14 DRAWN SHEET 10 41 $ 0O 22° 29 22° I Tao 07' Fi�J I 1 CONSTRUCT VEHICLE GATE PER 57D 10010 1 Z ONTARIO. 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