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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 edition. Contractor shall be familiar with and shall be
SCALE: /��= 20'
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responsible for adherance to these standards and specifications.
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2. All pipelines or substructures of any kind, telephone or power poles, rater meters, valves, fire hydrants, etc.
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shown or not shorn on these plans within the right of way limits or in adjacent areas where improvement work is
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to be done shall be removed, relocated or protected in place as required at no cost to the City of Rancho Cuaanronga.
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3. Any contractor performing work on this project shall familiarize himself with the site and shall be solely
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responsible for any damage to existing facilities resulting directly or indirectly from his operations, whether
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or not such facilities are shown on these plans.
4, A permit shall be obtained from the Cit of Rancho Cucamo a ineeri Department
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NO SCALE
Y ng prior to any encroachment
or construction within City Rancho Cucamonga
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a of easement or right of way.
S. All be by the
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grade stakes shall set contractor or engineer. Paving stakes shall be set at all hinge points.
/MPROf/EMENTS BY
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edge of pavement points within O.C1 foot of sub-grade elevation and at not more than 50 foot intervals. Additional
TRACT NO. ///44
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paving stakes may be required by the City Engineer as needed at warped or vertical curve areas.
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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 Cucamonga. A written report with these compaction tests
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shall be submitted to the City Engineer for approval prior to the placement of base materials an or surfaci
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p paving, a materials report shall be submitted to the City Engineer listing all tests ori•
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determinations com leed to verif stabilit oil content and
P Y Y gradation of asphalt paving.
9. Prior to installation of any paving, a Materials report shall be submitted to the City Engineer listing all
tests or determinations completed to verify: R-Value,
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sieve canal eis and sand a uivalent
Y q of aggregate base.
10. ilhen improvements to be
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are placed on native soils which consist of rocky materials, the sub-grade shall be
prepared by removing all rocks which the
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protrude above sub-grade and all voids or depressions shall be filled
with a fine grade material of a better than the
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REVISED TRAFF/C STR/PING
FOR TRACT NO.
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quality native material.
11. P the E. P. A, for
lapplied
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y uee under
AfCth dsPhC.C. shalltbeiuniformly t the manufacturer's reecommendeeddsrate for the full width
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pavement
prior to paving.
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�2 �� SAN/TARY
SEWER ON �
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12. Estimate of quantities is provided by the Engineer only for the convenience of the Developer, The Contractor
shall make his own determination of construction uantities before submitti
q ng a bid. Any ite�a of work required
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by these plans which is not specifically listed in the estimate of quantities shall be considered as included
►he other items of work.
A107E Scc STREET /MP
PLAN NO. 820
! 30' �_
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13. City approval of plans does not relieve the Developer from responsibility for the correction of error and
FOR TRAFF.'C STRIPING SOUTH
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omission discovered during construction. Upon request the required plan revisions shall be promptly submitted
to the City Engineer for approval.
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14. site and exterior streets shall be in a neat, clean, hazard free and orderly state throughout construction.
The site shall be cleaned upon request by the inspector.
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A VEAUE
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15. Contact all utility companies as required (48) hours prior to excavation.
REVISED LOCATION OF A.E. DIKEJ
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FOR TR. NO. 11144
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Cl T Y OF RANCHO CUCAMONGQ
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PL AN AND PROFIL E
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Gi�VSTRUCT/ON NOTES ES77MATE OF OUANT/TJES
STREET STRJP/IbG GEIUERAL NOTES
3
44'ft.
30
VINE YARD A VENUE
/ _cv,vSTRUc r CURB Q GUTTER PER STD. 303 - B" CF //9
L.F /3 P4/Nr WN7T£ LANE LINE B TYPE G MARKERS PER
STD. 407
/. ALL SIGNING ,ANO STRIPING SHALL BE IN CONFORMANCE WITH
THE CURRENT EDITION OF THE TRAFFIC MANUAL PUBLISHED BY
12 32'
-0 Mo.- 3
29' UP TO ST 3B+
Q
2 CONSTRUCT CURS %L /NEAR SIDEWALK PER STC. 304 420
S F
/�- PA/NT B • � WH/TB' CHANNEL /Z4T/ON L /NE B INSTAL L
THE STATE OF CAL IfDRNIA DEPARTMENT OF TRANSPORM TION.
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k FROM l / 14'-f TO 1233'i NORTH OF ARROW ROUTE
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3�--SAW Gl'/T B REMOVE EX/ST/NG A.C. BERM 47/
L.F. TYPE G MARKERS PER STD. 407
2. 7RE• EXACT
LOCATION OF ALL SIGNS WILL BE DETERMINED IN
21'
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4 ONSTRUCT B"A.C. D/KE PER STD. 3/3 236
"
�1NSTALL 4 A.C. PAVEMENT OVER 4 AGG BASE ?617
LF. 5 R4/Nr TWO-N 4Y BARRIER STR/PLS Q INSTALL TYRE
DMA4KE4S PER STD 407
S.F, a--- OAIA T T.IRN 4RP")W PEP CAI rR.4NS STANDARDS
THE FIELD BY THE ENG/NEER.
S THE ENG/N ALL /EERNG SPR/ORO HALL. BE FNALrS�RCP NGAND AAVED BY
4. ALL CONFLICT/NG STR/PYNG AND PAVEMENT MARKINGS SHALL
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0.5 TO 4
LEVEL
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L/ APP,�?O�,D BY DATL -__ - _
ARROW ROUTE
6a--CONSTRUCT COA4 rRC/AL DRIVE APP,704CH PER 428
STD. 306 Wx35'
SF
BE DbL/TERATED BY SANDBLAST/NG UNLESS COVERED BY NEW
A4V£MENT.
�x��� D /�T01.2'� F
/� — --REi XA'E- fX/S'/NG MA/L BOX
S[gPE I/4"-FT• �. 6'yT _ CITY ENGIN R.C.E 2388
A V vy_:e _ -F=- — /� �T43, 2'; rl Ed#G
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�7 ---REMOVE EXIST/NG A.C. DR/VE APPROACH 200 _
SF
a9 - AO'. sTn QCT �2 L �N FT OF 2 COURSE CE7NENT BLOQ�'
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16--4,(7
SAWCUT
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0 ,5� DESIGN BY RECOMMEN'DQI
BYRON B. JOHNSON 8 /'I-f 11 MOSL E Y
/O SAWCUT-%
B CON4TRGCT 3"A.C. DRIvr APktON PER DETA/L 183 _
SHOWN HEREON
SF WA. L * 9R FARTH RETENTION
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3 /033 E. ROSEH'000 Cr. (7/4J �i.�/L .
P. K. M. ONTARIO, CA. 91764 91444-4,'02
9TH
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9�-- INS TALL 9800 LUMEN STREET LIGHT _ / _
_ _/N "rA( • 6' FIRE HYDRANT PER cunw NG4 GYX/NTY
EA W': EF OW APAROVED WATER 0 SEWER PLAN.
2
I TYPICAL SECT/ON 5
5
VINEYARD AVE/UE DRAWN BY SHEE7
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VICINITY MAP
/O EXIS771VG A.C. PAVEmi-wr M REMAIN
// PA1NT TWO-WAY LEFT TURN LANE PER STD 407
A VARIES O. /3 li7 0.33
B VAR/ES O. /8' T17 0.42'
�CC�- VAR/ES 0.03' TO O. /5'
E VARIES 0.0/ Til 0.12' P. K. M ✓R. / /
r/. Z8 F VAR/ES O.26' Til 0.409'
G VAR/ES CHECKED BY
NO SCALE
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/ INSTALL TYPE wmrf-R a W57 S1GN PER I
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D�- o.00'
circ 832
STD. 406
I BYRO/V . JOHNSON JR. RCE. 12492 DATE
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