HomeMy WebLinkAbout1206-D ESTIMATE OF QUANTITIES
I M DESCRIPTION QUANTITY UNIT REMARKS
i GOLD PLAtJE EX1571k&,- A •c. - o• i ' A,7/A/ 7020 5.F STREET PLAN GENERAL NOTES
2 IIJSTALL M/ti/. 0./' A.C. OVERLAY 7020 S.F
3 4DJU6T ITEM TO GRADE 3 EA. 2 S.M.N., l - 6.C.0. 1. ALL WORK SHALL BE DONE 1N ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA
STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 1985. WITH 86 L 87
4 5AWGUT E)C/ST/NC, A.C. 200 L.F.
ADDITIONS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE i0
REMOVE EXIST/NG A.G. 7Z-r5' 6.F. THESE STANDARDS AND SPECIFICATIONS.
!e REPLACE EXIST/NG .Q-C. 0.3' 725 S.F.
7 6R/ND E�CiST/NG CONCRETE CURB 50 L.F. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWER POLES. WATER METERS.
VALVES. FIRE HYDRANTS. ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY
7-RAFFIC CONTROL ! LS COME5 AIJr-> FLA6.4fEN
LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE GONE SHALL BE REMOVED
RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO
CUCAMONGA.
3. 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.
4. 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.
S• IF THE ASPHALT CONCRETE IS 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 PR10R TO PAVING.
6. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE
CITY. 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 WORK.
F. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT. CLEAN, HAZARD FREE, ORDERLY STATE.
THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR.
S. ALL SEWER. WATER, ELECTRIC. GAS. PHONE OR OTHER UTILITY LATERALS, MAINS OR CROSS-
INGS SHALL BE CONSTRUCTED PRIOR TO PAVING.
D• A NO-FEE PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING
DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF RANCHO
CUCAMONGA EASEMENT OR RIGHT-OF-WAY.
10. CONSTRUCTION STAKING WILL BE PROVIDED BY THE CITY OF RANCHO CUCAMONGA AT THE CITY'S
EXPENSE. STAKES WILL BE PROVIDED AS REQUESTED BY THE CONTRACTOR AT NO MORE THAN
SO FOOT INTERVALS SUBJECT TO THE APPROVAL OF THE ENGINEER. CONSTRUCTION STAKES AND
Y HE CONTRACTOR WILL BE RESET AT THE
REMOVED 0 DESTROYED B T N R
POINTS UNNECESSARILYE D R
i CONSTRACTOR S EXPENSE.
U U
11 . COMPACTION TEST OF ALL FILL. COMPACTED ORIGINAL GROUND AND S B GRA S DE SHALL AL BE
PROVIDED BY THE CITY AT THE CITY'S EXPENSE. RETESTING Or UNSUCCESSTUL COMPACTION
SHALL BE PAID FOR BY THE CONTRACTOR. CONTRACTOR SHALL NOT PLACE BASE MATERIAL
AND/OR SURFACING WITHOUT PRIOR NOTIFICATION OF SUCCESSFUL COMPACTION TEST BY THE CITY.
12. THE EXISTENCE AND LOCATION OF ANY UNDERGROUNG UTILITY PIPES OR STRUCTURES SHOWN
ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
KNOWLEDGE. THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES
SHOWN AND ANY OTHER LINE OR STRUCTURES NOT SHOWN ON THESE PLANS. CONTACT All
UTILITY COMPANIES AS REQUIRED. TWO (2) WORKING DAYS PRIOR TO EXCAVATION.
13. THE CONTRACTOR SHALL POSSESS A CLASS A LICENSE (GENERAL ENGINEEE1tNb CONTRACTOR) .
IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACTORS' LICENSING LAW (CALIFORNIA
BUSINESS AND PROFESSIONS CODE. SECTION 7000 ET SEO) AND THE RULES AND REGULATIONS
ADOPTED PURSUANT THERE TO AT THE TIME THIS CONTRACT IS AWARDED.
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DESCRIPTION OF REVISION DATE JAPPR.
0 CITY OF RANCHO CUCAMONGA
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No. 364?6
Exp 6 30-88 DRAINAGE IMPROVEMENTS TO
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FOOTHILL BOULEVARD
CONTRACTOR' S RESPONSIBILITY FOR SAFETY RAMONA AVENUE TO 1000.00' WEST
IN SUBMITTING A BID FOR THIS WORK. THE CONRACTOR AGREES THAT HE SHALL APPROVED BY - DATE
ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING CITY ENGINEER R. C. E. N 22397
THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL
PERANDSONS NOT BEOLIMITEDTY# THAT TO NORMALHIS WORKINGIREMENT HOURSi ANDLTHATPLY THECCONTRACTORY DESIGN ASSOCIATED ENGINEERS RECOMMENDED
SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS R.OTTE 316 EAST E STREET
FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE DRAWN P.O. BOX 9419 SHEE T
PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING ONTARIO. CA. 91761
FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. /.IJRB (714) 986-5818 OF 3
CHECKED Q R.C.E. DRWG. NO
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RAMONA AVENUE TO 1000.00' WEST
APPROVED BY DATE Ny
CITY ENGINEER R•C•E• NO • 22397
DESIGN ASSOC ATED ENGINEERS RECOMMENDED
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R.orrE 316 EAST E STREET
Exp 6 3n Rs DRAWN P.O. BOX 9419 SHEET
$ ONTARIO, CA- 91761
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CONSTRUCTION NOTES DESCRIPTION OF REVISION DATE APPR .
C I T Y OF RANCHO CUCAMON�GA
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f APPROVED BY DATE
CITY ENGINEER R.C.E. 22297
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cr too 366 . 1 P.O. BOX 9419
Exp. 6-31) DRAWN ONTARIO. CA. 91761 SHEET
c,v,t ' WJRB (714) 986-5818 3 OF, 3
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