HomeMy WebLinkAbout962 CONSTRUCTION NOTES AND ESTIMATED QUANTITIES GENERAL NOTES
DESCRIPTION QUANTITY UN SHEET FOR 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA
N0. TITLE _
STANDARDS AND THE STANDARD SPECIFICATION9FOR PUBLIC WORKS CONSTRUCTION CURRENT EDITION.
CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE
310 032 SF STANDARDS AND SPECIFICATIONS.
I CONST 3" A.C. OVER 4" A.B. 2. ALL PIPELINES OR SUBSTRUCTURES Of ANY KIND, TELEPHONE OR POWER POLES, WATER METERS,
2 CONST 6" CURB a GUTTER PER STD. DWG. NO. 303 (MODIFIED). /,8/6 LfTRAC 12940 VALVES,FOfe- h Pr,4A1rS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY
3 CONST. 4" P. C.C. SIDEWALK PER STD. DWG. N0. 310 . 4,46 / LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED,
RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA.
4 CONST. DRIVEWAY APPROACH PER STD. DWG. NO. 305 L Ers- 5.940 � 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR
5 INSTALL STREET NAME SIGN PER STD. DWG. N0. 402 EA,
TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR
3
6 INSTALL STREET LIGHT 9g o0 wlwzrms f!e v 8 EA. 4. ^0R TD ",r4ZZ41WNA-,fWSvc, ,4 MATM/ALS Rr"VA'07- 014LL Ar AWIV%TTFO /7 AW 171Y
f N0111W?rC L/Sl/,t/C ALL TESD' O,P GLrTEEif1414T/O•t/S ev1ffl 'ETEO
AV,4LYS/S .TWO SA,UO EOU/Y,4CEit/T Of ACG�PECATE B4SE.
STREET TREES 42 E.4. - -
' 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER !/l/d/T3' LA&re,4L9 , MAINS OR CROSSINGS SHALL
J JN _(�, BE CONSTRUCTED PRIOR TO PAVING.
J JJ 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND
r1--� r� r^'C 1� I AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A
J r� �J f WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER, FOR
a � L,�•;t/Jtryp� 0"4" APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
7. AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER.
`rT/IiG S.T LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STAB/L/TY, D/L L-ONTEA/,r"p SlFw
AVWI MI.4 Of
1 T,�AL'T d 8• WIZEN• APrXfitMTAff,D&r 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 0 S SHALL BE FT ELLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER
/Z gI I / \ THAN THE NATIVE MATERIAL.
14 I I 9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE
SE TQ 15 CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
AA! / REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
10. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN HAZARD FREE, ORDERLY STATE,
J „ THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR.
tS/'S7/VT/�G+O AQ 11. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR AND PAVING
7A"ZvT a �p REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC OR OTHER UTILITY LINE
n INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE-!%21L7AMND SHALL BE ACCOMPLISHED IN
�(J COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS.
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12. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND
7 4 , C��'QJ. SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR
I INDIRECTLY FROM HIS OPERATIONS,A�fif)73raeAWTSG[fs'FACILITIES ARE SHOWN ON THESE PLANS.
I' I rAWcr a'lllUzmey 13. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED BY STRUCTURAL SECTION, BE
INSTALLED.
�t 1
14. dw,,p CT ALL ,V 1e4FITI/Mw2-P, 4'8 l!'/O,t W E•t2^".4r10,V.
I ! 15. ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0.40%, SHALL BE STAKED WITH 3' OFFSETS AT
II I I I 12.5' INTERVALS. PLACE 3/4" DOWEL PINS AT ALL EXPANSION JOINTS.
� QC/AiVT/T/ES SfrP7Gl/�t/ SPE FOiP �iPiLl/T / /iPmSES Drl/L Y. COrt/T.PACTO.P /S' TO OETE�P�L!/rUE /f'/S S
ENG
16. 1111 0&A"0&A" ST/I•CES S.S�ALL BE S'ET BY )W,- C'OwT,PA/-TOCP O,P /�(/EE,P. /9F!//,�' 3'T, ,SES CALL
�E
OVA/ dY/ArVT/T/ES AW B/D i9 L'OM�LETE r/OB. r j�J r I &i r AT 4& ,0/m,"ff7/if/TS,EGY'E 4- 'w'-, zwr,-al TSfN/!f•'lit/ O.O/ FOOT Of S'UB-C,PADE ELE!/.9TibiV
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J , , T� `-� J 'Irp /G TO ft�zow S�Ol L'c'rz"/rl� OFS'l/�G,PAGE ,BY/.f/S'�EL'T/O�f/ �Ereea/�f/EL.
1 2 v/I --� / 17. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE
f � P �Jj• 30 E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S
l �t B'�Z,0A11A/ CDlhq'r RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING.
. /110.,Af 86� / 18. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE
/ orrsweT L/G'X/T rrro) - - DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES
ET IV: 2 BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT
36 35 34 33 32 31 SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE
OTHER ITEMS OF WORK.
19. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF QUANTITIES.
20. STREET 9ld'Alf PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE
CONSTRUCTED AT EACH INTERSECTION.
I I ( ( I I f/. 10AV1,,W Sh'•4LL QEf�.PF-ael P /w Aloes .P-,vwzF Aw /xkr,-,-,w 1,- TE3'T$' TA.f'& /
I 1lJGL�TE.P�G1/if/E ST.PULw.11,eAL inlorla4,5' e'!Iar TO 41N,9L 117,441 ABP,PDY,4L�
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T,Z'f1G'T 1fia7lGfl4,n' �?F/�/Nrl Tf/E 9/UEN/.4C.(!
SCOL E: / _/00'
PRIVATE ENGINEER 'S NOTICE TO CONTRACTOR
i
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS
AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED ,TO NORMAL
WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE
ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEDGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT.
THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS
IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE
RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED.
ENGINEER'S NOTICE TO CONTRACTOR
f
THE EXISTENX AND LOCATION OF ANY UNDERGROUND UTILITY PIPES ON STRUCTURES SHOWN ON THESE PLANS
WERE OBTAINED BY SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE
CONFIRMED IN THE FIELD BY THE CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE IN
ALIGNMENT AND/OR GRADE OF PROPOSED IMPROVEMENTS. THE CONTRACT IS REQUIRED TO TAKE DUE
f PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR
NOT SHOWN ON THESE PLANS.
ANO RU.E. �iVO PUE.
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5 2 9 288 9 (7//)5 29-LPO 70
STREET IMPROVEMENT PLAN
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60 LocusT /-o. BOX 292o -- CITY ENGINEER R.C.E. 23889
.14NT/AGO PE,4� COMOrr iOMON,q, CAL. 91766 DESIGN RE C ENDED
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(7/4) 999-5039 �P'Ilj,4
(714) 641-8777 I OF 2
A107 To SCALE CHECKED . Sc�ee�.�:. R.C.E.NO.259/7 DRAWING N0. i
�/.c%L• - DATE NAYaIIS5 FILE NO. 962
JN 3469
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