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HomeMy WebLinkAbout1924F CONSTRUCTION NOTES AND OUANTITY ESTIMATE GE N RAL NOTES STREET IMPROVEMENT sTR T's Ow Lm 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY 1 CONSTRUCT 8" THICK P.C.C. DRIVE APRROACH 6 SIDEWALK PER CITY STD. NO. 101, TYPE C. (W=PER PLAN).2,705 SF OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CURRENT EDITION, INCLUDING ITS ANNUAL 2 SF SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH ANDFORSHALLBERESPONSIBLEFORADHERENCETOTHESESTANDARDSANDSPECIFICATIONS. 4 CONSTRUCT 4" THICK P.C.C. ACCESS RAMP PER CITY STD. NO. 102 (SINGLE RAMP RETURN). 4 EA 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER 6 CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. 103. 21,524 SFPOLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT 7 CONSTRUCT B" P.C.C. CURB AND GUTTER PER CITY STD. N 4. 5,058 LF15- 665 O TD 0 10I, AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE REMOVED, PARCEL MAP REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 8O CONSTRUCT WOOD BARRICADE PER CITY STD. NO. 131-A. 154 LF 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE 9 CONSTRUCT END OF STREET TEMP. PAVEMENT PER CITY STD. NO. 132. 1 LS HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY ip CONSTRUCT 5" A.C. OVER 6" A.B. (6TH. STREET) 84,411 SF FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON elf THESE PLANS. CONSTRUCT A.C. OVER <A.B. (SANTA ANITA AVE.) 58,632 SF 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS ENGINEERING DEPARMENT PRIOR TO ANY ENCROACHMENT ORSAWCUT EXIST. PAVEMENT. 1 LSS 12 RIGHTROFTwON WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR REMOVE EXISTING IMPROVEMENTS. 1 LS 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. Z 15 CONSTRUCT LOCAL DEPPRESSION, CASE B PER CITY STD. N0. 307. 6 EAPAVINGSTAKESSHALLBESETATALLHINGEPOINTS, EDGE OF PAVEMENTBORG MANU1'AC7URING I W C5 POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE CORP. fI I 23 INSTALL STREET LIGHT 9,500 LUMEN PER CITY STD (WORK TO BE DONE BY S.C.E. AND 17 EATHAN50FOOTINTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED j PAID & COORDINATED BY DEVELOPER).BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. I J N- 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, I I W I 24 STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET i MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. OJ INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD (WORK TO BE DONE BY S.C.E. AND 13 EA7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL. Q PAID 6 COORDINATED BY DEVELOPER). COMPACTING ORIGINAL GROUND AND ALL SUB-GRADE SHALL BE PERFORMED I OATNOCOSTTOTHECITYOFRANCHOCUCAMONGA. A WRITTEN REPORT WITH INSTALL STREET NAME SIGN PER CITY STD. NO. 401-A 2 EA = I N THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. I SK*PM AND G B. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED f."TO THE CITY ENGINNJEER, LISTING ALL TESTS OR DETERMINATIONS BOUNDARY0.SCALE: i"=200' COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT fir' 41 PAINT 4"/4" DOUBLE YELLOW MEDIAN PER CITY OF RANCHO CUCAMONGA STD. Pb. 133. 540 LF PAVING. NOTICE TO CONTRACTOR 42 PAINT TWO-WAY LEFT TURN LANE PER CITY OF RANCHO CUCAMONGA STD. No. 133. 3,085 LF 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE k p SUBMITTED TO THE ENGINEER. LISTING ALL TESTS OR DETERMINATIONS APPLY THERMOPLASTIC 8" WHITE CHANNELIZING LINE PER CITY OF RANCHO CUCAMONGA STD. No. 133.227 LF COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF ACCORDING TO INFORMATION PROVIDED BY UNDERGROUND SERVICE ALERT (U.S A.) T l O AGGREGATE BASE. DATED DECEMBER 07 2001 , THE FOLLOWING ORGANIZATIONS ARE U.S.A. MEMBERS 44 PAINT DOUBLE YELLOW CENTER LINE PER CITY OF RANCHO CUCAMONGA STD. No. 133. 1,285 LF 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT WITHIN THE PROJECT AREA: TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS. SOUTHERN CALIFORNIA EDISON FUEL OPERATIONS 45 APPLY THERMOPLASTIC 12" WHITE SOLID STRIPE PER CALTRANS STANDARD NO. A24E. 66 LF 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS VERIZON. 46 APPLY THERMOPLASTIC "STOP" MARKINGS PER CALTRANS STANDARD A24D. 2 EA OF A ROCKY MATERIAL. THE SUB-GRADE SHALL BE PREPARED BY REMOVING SOUTHERN CALIFORNIA GAS COMPANY. I O BOUNDARY ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR CUCAMONGA COUNTY WATER DISTRICT EXISTING 47 INSTALL SIGN PER CALTRANS TRAFFIC MANUAL. 2 EA DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY CITY OF RANCHO CUCAMONGA BETTER THAN THE NATIVE MATERIAL. METROPOLITAN WATER DISTRICT p ; Y TI'i sTl 48 APPLY THERMOPLASTIC WHITE ARROW TYPE IV (L) PER CALTRANS STANDARD N0. A24A. 4 EA MCI WORLD COMMUNICATIONS12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS u i 1. _49 SANDBLAST EXISTING STRIPING (SEE PLAN) 1,100 LSSTERILANTREGISTEREDBYTHEE.P.A. FOR UNDER A.C. AND P.C.C. I al \ t SHALL BE UNIFORMLY APPLIED AT THE MANUCTURERS RECOMMENDED RATE THE EXISTENCE AND LOCATIONS OF ALL UTILITIES NTILITY PIPES, FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. STRUCTURES, ETC.) SHOWN ON THESE PLANS (MAIN LINES ONLY NO SERVICE SEE SHEET NO, 3 I ;_ O PAINT 12" SOLID YELLOW LINE PER CITY OF RANCHO CUCAMONGA REQUIREMENTS. 12 LF LATERALS) WERE ASCERTAINED BY A REVIEW OF RECORDS PROVIDED BY THESEiIr13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINNER ONLY FOR THE MEMBER AGENCIES AND ARE APPROXIMATE. NEITHER THE OWNER NOR THE ENGINEER i 51 INSTALL R26 (S) SIGN PER CITY OF RANCHO CUCAMONGA REQUIREMENTS 27 EACONVENIENCEOFTHEDEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ASSUMES ANY RESPONSIBILITY FOR UTILITIES NOT SHOWN OR NOT IN THE Q I LOCATION SHOWN. q I I 52 APPLY THERMOPLASTIC TYPE VI ARROW PER CALTRANS STANDARD PLAN A24A 2 EAANYITEMOFWORKREQUIREDBYTHESEPLANWHICHISNOTSPECIFICALLYIO LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WOR (.THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT a I Q 54 PAINT 4" WHITE SKIP LANE PER CITY OF RANCHO CUCAMONGA STD. No. 133 2,750 LF ALL UTILITIES SHOWN ON THESE PLANS AND/OR ANY OTHER UNDERGROUND I I i 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. t I 55 INSTALL R26 (B) SIGN PER CITY OF RANCHO CUCAMONGA FEQUIRMENTS 2 EA SHALL BE CONSTRUCTED AT EACH INTERSECTION. I I15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM I Ij I O INSTALL W53 SIGN PER CITY OF RANCHO CUCAMONGA REOUIRMIENTS 2 EAIRESPONSIBILITYFORTHECORRECTIONOFERRORANDOMISSIONDISCOVEREDI57INSTALLW31SIGNPERCITYOFRANCHOCUCAMONGAREQUJIRMENTS2EADURINGCONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS I I SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. CONSTRUCTION NOTES FOR STREET TREES R IINSTALL CUSTOM U-TURN SIGN PER DETAIL "A" ON SHEET NO. 7. 1 EA 16. WORK SITE AND EXTERIOR STREET SHALL BE IN A NEAT, CLEAN, HAZARD i ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITYFREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR.STANDARD PLANS. BOUNDARY Y I/ EDF:R 2 PRIOR TO COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS I EQU1P)vi>;NT 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, ANY UNUSUALYV B R DIST. FNEXCAVATION. TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. I ISIGNINGANDSTRI'tNG NOTES: I 44' 44' 3 ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS AND THE INSTALLATION BY THE ENGINEERING DIVISION. 12' 32' 32' 12' M_V0. THEREOF SHALL CONFORM TO THE CALTRANS SIGN SPECIFICATIONS, TRAFFIC 4' 75' 7.5' 4' MANUAL, AND MAINTENANCE MANUAL. REGULATORY AND WARNING SIGNS SHALL 4 STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS FOR SIGNING AND STRIPING I< BE MINIMUM 30" ON LOCAL RESIDENTIAL ROADWAYS AND MINIMUM 36" ONLY OF 6TH. STREET AND SANTA sri FoT PER CURB AwO O AND FOOT SLR ELSEWHERE. ANITA AVE. SEE SHEETS 7 AND 8 GUTTE' i'7X 1.7x - A FOUTE 2. NEW AND RELOCATED SIGNS SHALL BE INSTALLED USING GREEN NON-PERFORATED A Z AB ._._ UINISTRUT POSTS AND ANCHOR SLEEVES EXCEPT AS NOTED. SIGN POSTS SHALL PROP. SIDEWALK 60 60 PROP. SIDEWALK BE 2"X2" AND OF SUFFICIENT LENGTH TO EXTEND FROM THE TOP OF THE 7IFFEET CLEARANCE BETWEEN S) TO BETWEEN 6 AND FINISHED GRADE INCHES INTO TAND THHE E OF THE SIGN(S). EEVE AND SIIILEX MAP 10 A C. PAVEMENT N- TFE ANCHOR SLEEVE SHALL EXTEND i OR 2 INCHES ABOVE FINISHED GRADE STREET TREE QUANTITIESWH ST. AND SHALL BE 2-1/4" x 2-1/4" BY 30' LONG. POSTS SHALL BE ATTACHED GRAPHIC SCALE 1"=200 ' TYPICAL ROAD WAY SECTIONTOTHEANCHORSLEEVEUTILIZINGCORNERBOLTSOFTWOUNISTRUJTDRIVE RIVETS AT RIGHT ANGLES TO EACH OTHER. ATTACH SIGNS TO POST USING SITEMIN. THE DRIVE RIVETS OF OTHER CITY APPROVED TECHNIQUES. INSTALL R26, 0 _ U O 4 C 600 6TH STREETR26 (S) AND NEIGHBORHOOD WATCH SIGNS ON GREEN 'U" CHANNEL POSTS. GROW SYMBOL STREET NAME BOTANICAL NAME COMMON NAME GTY SPACING SIZE 3 INSTALLATION OFS FOR PPAVEMENT MARKERS SHALL CAINTING OF STRIPING AND PONFORM TOAVEMENT MARKINGS SPACE HESTANDARDFROMSTA10+46.85 TO 24+55.00 GSPECIFICATIONSFORPUBLICWORKSCONSTRUCTIONANDTHEFOLLOWINGSANTAANITAAVE. BRACHYCHITON BOTTLE TREE 5' 94 25' 15 GAL PROV IS IONS:' POPUJLNEUS STD. No. 100 - A A. PAINT AND ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPES AND SECONDARY)4TM sT>r MAGNOLIA GRANDIFLORA SOUTHERNMARKINGSSHALLCONFORMTOCALTRANSSTANDARDSPECIFICATIONS, n»6TH. STREET 5' 104 20' 15 GAL TRAFFIC MANUAL, MAINTENANCE MANUAL AND CITY STANDARD DRAWING SAINT MARY" MAGNOLIA TI = 8.0 R = 60 VICINITY MAP 133 PAGE 1 UNLESS OTHERWISE NOTED. PAVEMENT LEGENDS SHALL N.T.S. CONFORM TO CITY OF RANCHO CUCAMONGA'S MAINTENANCE STENCILS. THOMAS BROTHERS 2000 PAGE 503, GRID F-4 T.iS., R.6W. SECTION 17 B. EXISTING TRAFFIC STRIPES AND MARKINGS THAT DO NOT CONFORM TO THE PLANS SHALL BE REMOVED BY WET SAND BLASTING. E E 66 C. THE CONTRACTOR SHALL FURNISH THE NECESSARY CONTROL POINTS FOR 33'33' 33'33 ALL STRIPING AND MARKINGS AND SHALL BE RESPONSIBLE FOR THE COMPLETENESS AND ACCURACY THEREOF TO THE SATISFACTION OF THE ii'22' 22'ii' ii'22' 22'li' y CITY ENGINEER. a' 6.5' 6.5' a' 65' 65' 4CURB 0 REVISED GeNSTRucT1oN NOTE l) B Aro 7 7 Aro 7 7 Mp w D6 /4SSOc1 nTES D. SPOTTING SHALL BE COMPLETED AND APPROVED PRIOR TO THE REMOVAL gi 1/a' PER 6urTEA ` v giTT i/a• PER yam i/a PER surToa O R 1/a' PER yy DESCRIPTION OFF VISION DATE APPROVED OF ANY EXISTING STRIPES. EXISTING STRIPES AND MARKINGS SHALL BE FOOT SLOPE i.7X 1.7X FOOT SLOPE Foo SLOPE 1.7% 1.7% FOOT SLOPE REMOVED PRIOR TO PAINTING NEW STRIPES, BUT IN NO CASE SHALL ANY iR SELECTION OF STREET BE LEFT WITHOUT PROPER STRIPING FOR MORE Z A9.- 2' CITY OF RANCHO CUCAIOtGATHAN24HOURS, OR OVER WEEKENDS OR HOLIDAYS PROP. sIDE vALx 60 O PROP SIDEWALX PROP. sIDEr+Auc 60 O PROP SIMIWA .K o ORA.C. PAVEIENT A.0. PAVEMENT R 0 &PLAN AND PROFILEQaEXISTINGSURVEYMONUI% _ NATION TYPICAL ROAD WAY SECTION TYPICAL ROAD WA Y SECTION FORvNTSNTS 0 o I HEREBY RTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD (S) SANTA ANITA AVENUE SANTA ANITA AVENUE PARCEL MAP NO. 15555 i THAT CBE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH SOUTH OF 6TH STREET NORTH OF 6TH STREET Ln CUR NT EXIST IN FIELD A SHOWN ON THESE PLANS AND ARE DESCRIBED STD. No. 100 - A E S AS FOL WS: STD. NJD. 100 - A O INDUSTRIAL) INDUSTRIAL)o _ APPROVED BY DATE Q D TZ 3 TI = 7.0 R = 60 rc, QROFHSS CIER R.C.E. 0. 24953TI = 7.0 R = 60 w xAcaNAME DESIGN A L B E R T A N FtCCWFNDEUCMLENGIEERSm47623799MCCRAYST. RONALD PETERS C6 A. b'»-030o 31-06 DRAWN NRB RIVERSIDE CA. 92506 SHEET civ%\- r A S 0 C I A E S 909) 686-1070 1 8qTFOFCALxf TERRILL STAFFORD Dtc rtu TA X (909) 788-1256 OFBEFOREDAYSBEFORE o YOU DIG YOU DIG CHECKED ATE:Oct 2003 FILE rq 01013STPR0 DRAWING tJO. FgNALD PETERS ofN 762 TOLL FREE A PUBLIC SERVICE BY 1-800-227-1600 LD UNDERGROUND SERVICE ALERT PROJECT SHEET NO.__ OF__ G:\ 2001\ 01- 0013\ Dwg& Pros\ 01013ST. pro I Oct 16, 2003 1 2: 36PM 1_..:_ 1.. 11._„_«_...._.........._ I...__._,.. ...,_ 1 I 1 11_ 1111 1111,.. . 1-_ 111. i Q 9 a.. 1111 Q 1111_.. _ 11: 1. 1 f. r, I/ V O._ _._._. 6 ____..._ 1, 111 1 1.1_1--..,-.. ____..-._.-.-.__..•....- i 1411 11__ 11.--_..._---- =_-'.-_-'_-_-.. 11. 11_,. 0 r_ rw_ o 3 t_-..-___,__,__,_,..,,. t 111. 1.____:__ _.___.. t_____________________ 1111_._ . 111111 r, m I 1111__.-.,_ ._...................__._..._.._.., I....... i,., V CE2 rn v v o n s r 1. 111__,.«« 1111l'__-.-____.-__-'_-._ .._ l_---_---",. _ t. _ 3E y 1 i O ct fn u 5* N . 00- 9DC... , 11 t S' t8, 8fc` 5: 00 evr. St c i g GP7 4 Tf L' Y+' '' 11. 1_.._ 1: _ 1_: 1. 11-_,_ :_,_-•_,_,:_....-.: I . j4w_ u.) rr.- I— I I I _. ( JA9. 5LW. AV , I• t ( J059. 54•. TC, 1...,. _ 1. 1. 11_, ,__ J J= ; 1111_.. :______________.:, I -, __.. ....... 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