HomeMy WebLinkAbout984 CONSTRUCTION NOTES AND ESTIMATED QUANTITIES GENERAL NOTES
NO. DESCRIPTION QUANTITY UN TITLE SHEET FOR 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA
STANDARDS AND THE STANDARD SPECIFICATIOM FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. a
CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE
m 930 Sf. STANDARDS AND SPECIFICATIONS.
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 & GUTTER PER STD. DWG. NO. 303 (MODIFIED). /g9JS L.' VALVES,f/SPE HYaf4l/7S, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY
�� TRACT NOe 12939 LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL B�F
REMOVED,
3 CONST. 4 P. C.C. SIDEWALK PER STD. DWG. NO . 310 . RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO c.UCAMONGA.
4 CONST. DRIVEWAY APPROACH PER STD. DWG. NO. 305 'w= ' L X775 11.OTHERW 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR
TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR
5 INSTALL STREET NAME SIGN PER STD. DWG. NO. 40Z 3 f4.
RIGHT=OF-WAY.
6 INSTALL STREET LIGHT (5800 LUMENS H.P. S.V.) 7 EA 4. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SMALL BE SUBMITTED TO
THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY:
7 ADJUST MANHOLE TO GRADE. SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE.
STREET TREES 39 EA.
5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR CROSSINGS SHALL
BE CONSTRUCTED PRIOR TO PAVING.
6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND
AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A
WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER, FOR
f ^ r' APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
J �J� \ 7. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED 70 THE CITY ENGINEER
\ , / LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT, AND
09 0
SIEVE ANALYSIS OF ASPHALT PAVING.
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.
6l�YEET UGf�1'(nl') \ / 9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE
CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON E
R QUEST, THE
_ \ 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,
\i� THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR.
G
3Z ` / 11. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR AND PAVING
� / 1
/ � fS 3 STitfET S/CN�IYP) REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC OR OTHER UTILITY LINE
I / IN 34 N h � 1 INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE DEVELOPER, AND SHALL BE ACCOMPLISHED IN
-1- T '� AGT GORY .� .Sp 09 COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS.
12. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND
T/ ' SE e'( rRAcr 80unrOA�Py SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR
EX/ST//Vcs /MRe&lPFMENTS ♦ ,TAN /A INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.
PER P.M. 6617 11 `Q� 6`I Z9 l� I 13. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED BY STRUCTURAL SECTION, BE
INSTALLED.
t3 `� 1 14. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR 10 EXCAVATION .
eX 3'ZW4f 4WW1A1 15. ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0.40%, SHALL BE STAKED WITH 3' OFFSETS AT
gr?e 'P 12.5' INTERVALS. PLACE 3/4" DOWEL PINS AT ALL EXPANSION JOINTS.
�,e �.y s��7 r tt � 2S 261 Z7 28 � /
QU4AT97EX Jfi AYNARE foR PERM17- MRPOSES ONLY. �I / 16. ALL GRADE STAKES, SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET
►� _ _ AT ALL HINGE PRINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 ROOT OF SU13-GRADE ELEVATION AND
CONTiPAC70R /S TU oETERM/NE H/.S' OINK QUANT/T/E.S 2 � �� _ r' r- / r' ^ v /� ,) AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL STAKES MAY BE REQUIRED BY CITY ENGINEER
AND B/D A COMPrETE ✓oB. t/ - J r��r J J r AS NEEDED AT WARPED OR VERTICAL CURVE AREAS, SUB-GRADE STAKES SHALL BE IN PLACE PRIOR
3 Z TO PAVING TO PERMIT SPOT CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL.
O
Q 17. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE
?O �VOE� O/GyT�Tyy� E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S
T,PAGT dOU/VOARf� ¢ W v /� /Lt /6 /'.S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING.
W / 18. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE
h JEE JH T 0. 2 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
I /I SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE
\ =s�flE-BAXTER"STS _A-1 .�� I OTHER ITEMS OF WORK.
SMf4fAAIV 19. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF QUANTITIES.
n /'FRP.ill. 86/7 20. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE
CONSTRUCTED AT EACH INTERSECTION.
G 7 /t a /f I Srxm-rr elov(7r'P) ZL PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE
STRUCTURAL SECTIONS (PRIOR TO FINAL FLAN APPROVAL )
22. .DLL UT/L/l/ES,F/,�E f/�/�RA�t?5',✓�-l�'EET'G/G/1lr'�vl,D/C fJD.r'ES,El'C. 5N/�LL f3E f�C,4CEU
11 '�
TRAcT �OUNDA�Py 1
VIV ll7EAI LOOP
EX/ST/NG ski E�
63 PRIVATE ENGINEER 'S NOTICE TO CONTRACTOR
J 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
INDEX MAP AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED NO NORMAL
WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE
SCALE l "= /00` 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
THE EXISTENCE 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
PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR
NOT SHOWN ON THESE PLANS.
s'szoEw.4«r,rAmfFwr 3`.��oEwA�K EASEMENT
AND PU.E.
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(7/4) 987-259/ �T �
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Bo 6. LOC4197 moo. BOX 2920 -- CITY ENGINEER R.C.E. 23889
T/OGA PEAK COURT MARLBOROUGH DEVELOPMENT c P MON/,', CAL. �9/7GG � DESIGN REG ENDED
MT WELL N TON COURT (BOO) 422 4/32 %
MT. �iXT�R ST 2029 CENTURY PARK EAST f� elf/C 9ZZ- Z CD1%P,,f /Y� � �✓�• HALL & FOREMAN, INC.
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LOS ANGELES, CA 90067 0
(?13) 553-5 53 RAII"4/M, W. 9280'7 �c Ct.F. COSTA MESA, CAL. 92626- 4675
(7/4) 999-56139 y
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NOT TO SCALE CHECKED �R.C.E.NO. 23717 DRAWING NO.
•�`/.�. DATE 7-2-85 FILE NO. 984
dA1 3470
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