HomeMy WebLinkAbout1433-DGENERAL NOTES
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 responsible for adherance to these Standards and
Spedifications.
2. All pipelines or substructures of any kind, telephone or power poles,
water Meters, valves, fire hydrants, etc. shown or not shown on these
plans within the right-of-way limits or in adjacent areas where improve-
ment work is to be done shall be removed, relocated or protected in
place as required at no cost to the City of Rancho Cucamonga.
3. Any contractor performing work on this project shall familiarize himself
with the site and shall be solely responsible for any damage to existing
facilities resulting directly or indirectly from his operations, whether or
' not such facilities are shown on these plans.
4. A permit shall be obtained from the City of Rancho Cucamonga Engineer-
ing Department prior to any encroachment or construction within City of
Rancho Cucamonga easement or right-of-way.
S. 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 elevation and at not more than 50 foot intervals.
Additional paving stakes may be required by city engineer as needed at
warped or vertical curve areas. .
6.. All sewer, water, electric, gas, phone or other utility laterals, mains, or
crossings shall be constructed prior to paving.
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
shall be submitted to the City Engineer for approval prior to the place-
ment of base materials and/or surfacing.
S. At the completion of paving, a materials report shall be submitted to the
City Engineer. Listing all tests or determinations completed to verify
stability oil contents and gradation of asphalt paving.
9. Prior to installation of any paving a materials report shall be submitted
to the City Engineer. Listing all test or determinations completed to
verify: sieve analysis and sand equivalent of aggregate base.
10. Paving shall be performed in accordance with R -Value and Pavement
tests taken to determine structural sections (prior to final plan ap-
proval) .
11. 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.
12. If the asphalt concrete is to be placed on' sub -grade, a soils sterilsnt
registered 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 con-
venience of the developer, the contractor shall make his own determin-
ation of construction quantities 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 included in the other items
of work.
14. City approval of plans does not relieve the developer from responsibility
for the correction of error and omission discovered during construction.
Upon requests the required plan revisions shall be promptly submitted to
the City Engineer for approval.
15. Work site and exterior streets shall be in a neat, clean, hazard free,
orderly state, throughout construction. Site shall be cleaned upon
requests of the inspector.
16. Contact all Utility Companies as required, 48 hours prior to excavation.
0
8 x 8 x 16 CONC. BLOCK —�
STEM HORIZ. STEEL
04 (TYP)
5.25"
3" MIN 1'-4"
FOOTING LONG. STEEL
04 (TYP)
3" CLEAR
(TYP)
i
12" 42"
2'-0"
WALL "C"
INnSx NEAP
BENCHMARK SB CO SM 01100
1" INCH ROUND HEAD 'BOLT
STAMPED SB CO BM 01108 ON
NLY END OF THE E CONIC CHAN
WALL. WALL BEING ON S SIDE
OF ARROW RTE. 200 FT W OF
1-15 FRWY S 1 MI • W OF
ETIWANDA AVENUE
t ELEV 1160.11 FT
14+14.677
CONTSTRUCTION NOTES AND QUANTITY ESTIMATES -
0
w
04 0 32"
0
�
1 Y?_"0 STEEL PIPE RAIL
66' R. C. P 1200 D
344 LF
o
36" ]I R.C.P. t1500D
rfj LF
ORectangular
_
(V
_
0
J
1i
i
12" 42"
2'-0"
WALL "C"
INnSx NEAP
BENCHMARK SB CO SM 01100
1" INCH ROUND HEAD 'BOLT
STAMPED SB CO BM 01108 ON
NLY END OF THE E CONIC CHAN
WALL. WALL BEING ON S SIDE
OF ARROW RTE. 200 FT W OF
1-15 FRWY S 1 MI • W OF
ETIWANDA AVENUE
t ELEV 1160.11 FT
14+14.677
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911 % (lQto'
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0
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VICINITY MAP
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CONTSTRUCTION NOTES AND QUANTITY ESTIMATES -
PL A:Q
QUANTITY
1 Y?_"0 STEEL PIPE RAIL
66' R. C. P 1200 D
344 LF
O2
36" ]I R.C.P. t1500D
rfj LF
ORectangular
GALV. At PAINTED 117
p
per detail on Sheet 1 of 2.
4O
MATCH WII,0INC-a
_
Sheet 1 of 2.
e,O'
Manhole A per City STD 510 Detail
M. Q EA
OCatch
basin/cleanout structure see
8
on Sheet 1 of 2.
'L EA
ORemoval
of existing end wall.
j EA
O
Sr
6" curb & gutter per City STD No. 303 modified X92 LF
O1"
0 planter drains at 20' O.C. to
dewater on to
hardscape.
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r- 0.1 — i �!
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0
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FOR 5"iEs✓L MJAI L.S
0 A�1U fl1AMEiJS{Ol�S
t�
VICINITY MAP
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CATCH PiAF,r N f �J LET � '
PER GSy ST1P. U O. �
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DDD ^T SAX I.IOOF-pt
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PROJECT 5 HEE7 MO, 15 OF �p
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CONTSTRUCTION NOTES AND QUANTITY ESTIMATES -
NUMBER ITEM
QUANTITY
1O
66' R. C. P 1200 D
344 LF
O2
36" ]I R.C.P. t1500D
rfj LF
ORectangular
to modified trapezoidal
Channel 15 LF
per detail on Sheet 1 of 2.
4O
Modified trapezoidal channel per detail on 31 S LF
Sheet 1 of 2.
O
Manhole A per City STD 510 Detail
M. Q EA
OCatch
basin/cleanout structure see
detail
on Sheet 1 of 2.
'L EA
ORemoval
of existing end wall.
j EA
O
Sr
6" curb & gutter per City STD No. 303 modified X92 LF
O1"
0 planter drains at 20' O.C. to
dewater on to
hardscape.
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g�!q DATE
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T= 12.43 N 4: ki
REMOVE &W ID REPLAGE CHAIN UOK FENCE -
WM4 A MeW CHAIN LIMO FEUG6 WITµ yGATTlWr
MATERIAL APPRoveO ET T1.46 PLANsJlQ& OJV15roN
FAR(OR TO W4-rALLAT10 J.
DESIGN ECOMMENDED
G Z KRMKR ENGINEERING . AUa
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568 NORTH MT. VIEW -2nd FLOOR
�C. z SAN BERNARDINO,CALIF. 92401-1291 -OF.
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n�-� 274 7¢ DRAWING NO.
F. J.8 DA� - o F CL (Q=yrs-01.4.9
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("W " AND " ✓ "AS IVorEDJ.
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