HomeMy WebLinkAbout792 GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, . THE CITY. OF
RANCHO CUCAMONGA STANDARDS AND TILL' STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION - CURRENT EDITION . CONTRACTOR SHALL BE FAMILIAR
in
WII71 AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND
SPECIFICATIONS .
2• ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES ;
k'1TER METERS , VALVES , FIRE HYDRANTS ,' ETC . SHOWN OR NOT SHOWN ON THESE
PLANS WITHIN THE RIGIIT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE
3"Xt3" REDWOOD BOARDS _ IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED , RELOCATED OR PROTECTED
c IN PLACE' AS REQUIRED AT NO COST `I'0 THE CITY OF RANCHO CUCAMONGA.
t2" x 12' REDWOOD, POST 114PROVEMENT PLANS
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIM-
SELF WITH TILE SITE- AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO
EXISTING FACILITIES RESULTING DIRI�CTLY Olt INDIRECTLY FORM HIS OPERA-
TIONS , WHETHER Olt NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS .
4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEEPING
R U DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF
, SE AV E RANCHO CUCAMONGA EASE OR RIGHT-or—WAY .
&6TEIMPORARY' REDWOOD RETAINING WALLROCHE5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING
NO SCALE STAKESSHALL BE SET AT ALL HINGE POINTS , EDGE OF PAVEMENT POINTS
100 + NORTH F S t h STREET TD WITHIN 0 . 01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN SO FOOT
INTERVALS . ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER
AS NEEDED AT WARPED OR VERTICAL CURVE AREAS .
900 ± NORTH OF 8th STREET 6. ALL SEWER, WATER, ELECTRIC , GAS , PHONE OR OTHER UTILITY LATERALS ,
MAINS , OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING .
T. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL , COM-
PACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO
COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE
EXIST. EXIST. COMPACTION TESTS SHALL BE SUBMITTED i0 THE CITY ENGINEER FOR APPROVAL
30' EAST R/W EAST R1W
PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING .
WEST R/W 8. AT THE COMPLETION OF PAVING , A MATERIALS REPORT SHALL BE SUBMITTED TO
50' S0' ( FUTURE IMP.) THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO
14' 36' 36' 14' FOOTHILL BLVD. N VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING
e 2B' 213' 8' < 9. PRIOR TO INSTALLATION OF ANY PAVING , A MATERIALS REPORT SHALL BE SUB-
EXIST. GROUND SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS
_ EXIST GROUND COMPLETED TO VERIFY : R-VALUE , SIEVE ANALYSIS AND SAND EQUIVALENT OF
EXIST. IMP ARROW ROUTE AGGREGATE BASE .
'\ 10. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF FA
�9 ?� 4' 1 Cr
0.18' 0.42' �`— 0.42' O.td' �--� �
+ LEVEL LINE --3_ '� ROCKY MATERIAL THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROKS
W
o WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL
cc BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE
aT err+ R ST.
MATERIAL .
9f
IF . TIIE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE , A SOILS STERILANT
RECISTERED BY THE E .P .A. FOR USE UNDER A. C . AND P .C .C . SHALL BE UNIFORMLY
MEANDERING SIDEWALK 4" A.C. / 11" A.B. / 8" MATURAL C 90 % APPLIED TO THE MANUFACTURER ' S RECOMMENDED RATE FOR THE FULL PAVEMhNT
PER STD. 3048" CURB f BUTTER PER 5TD. 303
�v'ID`I'll PRIOR TO PAVING .
TYPICAL STREET SECTION V I C I N T Y MAP 1 2 ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE COXT-
VENIENCE OF THE DEVELOPER , THE CONTRACTOR SHALL MAKE HIS OWN DETER-
TI = 9 EXIST. " R " VALUE = 45 N.T.S . MINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID . ANY
ITEM OF WORK REQUIRED BY THESE WHICH IS NOT SPECIFICALLY LISTED
ROCHESTER AVE NUE IN THE ESTIMATE OF QUANTITIES SIIALL BE CONSIDERED AS INCLUDED IN THE
OTHER ITEMS OF WORK .
NO SCALE
13. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM- RESPONSIBILITY
FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION .
UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED 'I'0
THE CITY ENGINEER FOR APPROVAL.
14. WORKSITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE ,
ORDERLY STATE , THROUGHOUT CONSTRUCTION . SITE SHALL BE CLEANED UPON
REQUEST OF THE INSPECTOR .
15. CONTACT ALL UTILITY COMPANIES AS REQUIRED , 48 HOURS PRIOR TO EXCAVATION .
PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING:
CONSTRUCTION NOTES . & QUANTITIES DISPOSITION .NOTES- J. QUANTITIES A. . General Telephone (800) 422-4132
for underground service
a CONSTRUCT 4-- A .C . OVER �7A.B. / 8" NATURAL a 90 % 27,513 S.F. I--SAWCUT AND REMOVE EXISTING A.C . 1OP25 S.F. S. Southern- California Gas Company (714) 529-2889
�— CONSTRUCT 8" CURB a GUTTER PER STD. 303 764 L.F. �EXISTING TELEPHONE POLES TO BE RELOCATED BY OTHERS 5 E A. 2191 E. Birch Street (714) 529-7070
(j>-CONSTRUCT SIDEWALK PER STD . 304 . 2,660 S.F. M-REMOVE EXISTING TREE 2 E A. Brea, CA 92621
4�—CONSTRUCT CATCH BASIN W= 14', V= �S 0" PER STD. 502 AND 1 EA. 4�— ADJUST MANHOLE TO GRADE. 2 EA. C. Cucamonga County Water District (714) 987-2591
LOCAL DEPRESSION PER STD. 518 , CASE 'C". EXISTING WATER VAULT TO BE ADJUSTED TO GRADE BY OTHERS- 1 EA. 9641 San Bernardino Road
(5)- REMOVE EXISTING PLUG AND INSTALL 30" R.C.P. ( 1250 -D ) 26 L.F. Rancho Cucamonga, CA 91730
6�- CONSTRUCT TEMPORARY REDWOOD RETAINING WALL (3'HI.MAX.) 25 L.F. D. Metropolitan Water District (714) 593-7474
(�)-INSTALL WARNING SIGNS PER STD. 406 5 EA.
P.O. Box 54153
8a-- FEATHER OVER EXISTING A.C . FOR SMOOTH JOIN 51075 S.F. Los Angeles, CA 90054
g�- CONSTRUCT DRIVEWAY APPROACH PER STD. 306 1,150 S.F. E. Pacific Telephone Company (714) 999-5639
10 INSTALL STREET LIGHT (9500 L) 4 EA.
@>-INSTALL STREET TREES PER CITY STD. 601 (EUC. POLYANTHEMOS) 18 EA.
12 PROVIDE TWO - WAY BARRIER DOUBLE YELLOW STRIPING ON �_ PER STD. 407
13 PROVIDE 12" NIDE SPRIPE # RAISED MARKERS PER STD. 406
14 PROVIDE PAINT t WARNING SIGN FOR R R X- ING PER STATE TRAFFIC
MANUAL FIG. 6-29
CITY OF RANCHO CUCAMONGA
STREET IMPROVEMENT PLANS -
TITLE SHEET
DR. 84 -02 . PARCEL MAP 8646
APPROVED BY DATE 173-0
CITY ENGINEE R.C.E. 23889
DESIGN BO R ENGINEERING �ENDE
B.E.P. 2950 AIRWAY AVE. STE. B-2 E
DRAWN COSTA MESA, CA. 92626 SHEET
G.D.A. )9 0 �- � I�(74) 66-0808 of 2
CHECKED D L E T YER R.C.E. DRAWING NO.
CITY DATE s 134 FILE NO 79 2
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