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CONSfiRUCTION ROTES GENERAL NOTES
1�. Construct curb and gutter Type A2-8 per Cal-Trans 'Std. NS-A. 1. All work shall be done in accordance with these plans , the City of Rancho Cucamonga
Standards and the Standard Specifications for Public Works Construction - current
20. Construct 4" asphaltic concrete (AC) paving over 4" aggregate base, Class II Mov. edition. Contractor shall be familiar with and shall be responsible for adherance
to these Standards and Specifications.
30. Construct A. C. overlay. Feather as needed to provide smooth driving surface.
2. All pipelines or substructures of any kind, telephone or power poles , water meters,
Remove exist. A.C. paving and A.C. berm per plan on Sheet No. 2. valves, fire hydrants, etc. shown or not shown on these plans within the right-of-
way limits or in adjacent areas where improvement work is to be done shall be re-
moved, relocated or protected in place as required at no cost to the City of Rancho
comRLCr /Xvuz �1�'t�!✓,gY�/11°�t7,4�7q' mc1rrsmxwm. N&TGrA7, "�J�vew,RY Cucamonga.
3. Any contractor performing work on this project shall familiarize himself with the i
7[]. Construct sidewalk per city Std. No. 304 and "sidewalk construction detail" site and shall be solely responsible for any damage to existing facilities result-
on Sheet No. 2. ing directly or indirectly from his operations , whether or not such facilities are
shown on these plans.
® ® WV 87*11CT VArP Mz7 LXLTRAIUS . S ,04014817 A1RFELrgAIIC RAMP lkBB: �e,4MP 117 ff
COV,5reUCrEO AT LOCAT/ON OFEX/ST//VG CURB DEPeESS/ON. 4. 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
9�. Construct catch basin inlet type OL, H=3.03' , L=14' , per Cal-Trans. Std. D72. or right-of-way.
�0 Construct gutter depression per Cal-Trans. Std. D78, grade sag. w= 9.0' 5. All grade stakes shall be set by the Contractor or Engineer. Paving stakes shall
be set at all hinge points ; edge of pavement points within 0.01 foot of sub-grade
`, 01 Remove existing 36" drop-inlet catch basin. Remove 4'f L.F. of existing 24" elevation and at not more than 50 foot intervals. Additional paving stakes may be
R.C.P. Exact removal of existing pipe to be determined in field at time of required by City Engineer as needed at warped or vertical curve areas.
• ; construction.
6. All sewer, water, electric, gas , phone or other utility laterals, mains , or cross-
ings shall be constructed prior to paving.
I
7. 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 Cu-
camonga. A written report with these compaction tests shall be submitted to the
r- - City Engineer for approval prior to the placement of base materials and/or surfac-
ing.
\ URD ERG R O II R D II TIL 8. At the completion of paving, a materials report shall be submitted to the City En-
I T Y R O T E S. gineer. Listing all tests or determinations completed to verify stability oil
content and gradation of asphalt paving.
1. Locations of substructures as shown on plans are shown from the 9. Prior to installation of any paving, a materials report shall be submitted to the
best available information, however, such locations as shown City Engineer. Listing all tests or determinations completed to verify: sieve
or failure to show existing substructures shall not relieve analysis and sand equivalent of aggregate base.
the contractors from the responsibility of verifying the location
' and protecting all substructures.
10. Paving shall be performed in accordance with R-value and pavement tests taken to
2. It shall be the responsibility of the contractor to contact and determine structural sections (prior to final plan approval ).
make necessary arrangements with the appropriate utilitycom anies
prior to the beginning of construction. p 11 . When improvements are to be placed on native soil which consists of a rocky mater-
ial , the sub-grade shall be prepared by removing all rocks which protrude above
3. Contractor shall notify. Underground Service Alert at least two the sub-grade and all voids or depressions shall be filled with a fine grade mat-
erial of a quality better than the native material .
days prior to construction. Phone: 800-422-4133.
12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant register-
ed by the E.P.A. for use under A.C. and P.C.C. shall be uniformly applied at the
manufacturer's recommended rate for the full pavement width prior to paving.
13. Estimate of quantities is provided by the Engineer only for the convenience of the
developer; the contractor shall make his own determination of construction quant-
ities before submitting a bid. Any item of work required by these plans which is
not specifically listed in the estimate of quantities shall be considered as in-
cluded in the other items of work.
14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 shall be
constructed at each intersection.
15. City approval of plans does not relieve the developer from responsibility for the
N." ? correction of error and omission discovered during construction. Upon request the
required plan revisions shall be promptly submitted to the City Engineer for appro-
val .
c�T�r /f7-t • O�' �fU�t/Ti►"7 16. Work site and exterior streets shall be in a neat, clean, hazard free, orderly
G. 7/ /-t! C Vl LY!/ /L state, throughout construction. Site shall be cleaned upon request of the inspec-
�. tor.
.,., FOR BOND PZIRPO5E5 ONLY
8"CURD AND eUTTFR 301 Lf 17. Contact all Utility Companies as required, 48 hours prior to excavation.
_ ¢"ASPHALT/C CAi?.RETF 6,A43�
40AGGRE64TE BASC 4 043 sr
/AQP l'�.IV 7f GSL 7T 151 A.C. XefLAY 1444✓`f
Mv AC. K Mdf1/fL 5,�wgap A. General Telephone (800) 422-4232
' /O'TOO' .�4' m40fCEXM-401& CfMrlM9L 364. for underground service
PK/tWAY 4PPR0A4q i CA.
45455F B. Southern California Gas Company 714 529-2889
T%v* 2' TAMP 164. 2191 E. Bi rch Street Y (
EX/6T EO(iE CATtf/ M� VAI, L=140 /E4. Brea, CA 92621 (714))
529-7070
PVk/EA RACE 4 ANCA0T AYX4TW /M•
� �v/ SEE NOTEATR/ E,C/5r � /NLEr Rfl�V,4L I fA.
0.5M/N. STA 5�l5TDSt �. 5TR£Er L/6f//TS Z l8A• C. Cucamonga County Water District (714) 987-2591
�r4A�/OV �� � V9641 San Bernardino Road
t `
5TA.6�5 ryRancho Cucamonga, CA 91730
9 �P D. Metropolitan Water District (714) 593-7474
_ P. 0. Box 54153
�or .��
50.0 V,? _ - -- Los Angeles , CA 90054
951, E. Pacific Telephone Company
/ --�J
fta^•! &1V P (714) 999-5639
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EXIST. FX7t//N6 TO NOTF 10 fOR CaW5TRUCTtON N/tTN/N Th'E STATE NlG�1WAf� R/GfIT A-k/AV, Th'E OEf/ELAdER
V BE me_lwoVEO STA• REMOVE AND /TErLACE /P'NGY S/OE MUST oeTAIN AN ENCRO1!'Hme1vT /'ER/r, Rar TIME 015r r1cr ea?�TCE a, r E
5-111-5-00 70
49.x? DUE TU rl9l/EMENT FA/GU/fE FROM OL�PARr1W61VT 01F rrfN/SPVRr^r1Olt( fn.101T TO AEG/NM/1t/6 COW STRUCT!!lt/.
1 4 6T�?T/ON 3,-5770 TU STAT/ON 5'f 75 �j�
Tf�PICAL SECT70N T.I.=d O R=70 _(�" /9. ALL !(Glee All TN/At THE N/GNWAfJ R/GHT OF A/Af' SHALL BE TO STATE
L (P/vpr 5�6 V E/p F'tyy,f STANDAeDS.
�/INET�E� $Tf3E�T=5TA 470M.X ZV S-A 964
H HU9N0 AvE. Llk PO. STRZICTUAeAL SECT/ON 1A10ACA7F-D 4220 A'16^1101 /S ADe EST/MMA1 0 Ly.
STATE L IOVTE �D � e ' ACTUf1L SECT/ON TO BEG6TE�PM/NED AFTER GPAD/NG AND APPROPP/ATE
ire" / B 1 LATFST.S. AT.! OF B.S SHOULD BE USED 11V THLS
E G ^/GN OF 714
/Mf, R (�R Ti4C , RIGYAmf CANES SEDT/ON. A•T (0.0 CGL'/LD BE USED /N THE
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CITY OF RANCHO CUCAMONGA
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7 ,� 1/MV/1"Y AMP BE'NCff /�IRA�( APPROVED BY DATE- AP-17-&C-
NO
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2 4 NO SCALE CITY ENGINEER R.C.E. NO. 23889
j CITY NO 55 Bf�/06ESPlKE /NRVWER I•UCE DESIGN J.F AVIDSON ASSOCIATES RECOMMENDED
V0 W51B5E _9T N.E. CGWNER G4Fh'ErTMOSA
1C=70 - 11200 S0. MT. VERNON AVE. #D �' �" -
An/O 19Th STREET '
EL6V. - r_#15&0& DRAWN COLTON, CA. 92324 SHEET
MIAZWFA1771 SMLc6 T-$TA. ?-A47✓O TOiv-m..00 - (714)825-1082
® REYisE CONsrRUCr�ow NorE A'e /-13-87 TA t -OF-
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A f301JTE370 o ADD 6ENECAL NOTE 19 ,020 �3- 7 CHECKED �_ DRAWING NO.
SCALE !"''A'
wwarc REwsloNs APPR DATE RC.E. NO.tS�
DESIGNED BY DRAWN BY CHECIED BY DATE ME NO.�"�� 991
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