HomeMy WebLinkAbout1378-D GENERAL VOTES
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
CONSTRUCTION NOTES Specifications.
1
2. All pipelines or substructures of any kind, telephone or power poles,�----COns t . 24" R .C . P . (1 500-D) . water meters, valves, fire hydrants, etc. shown or not shown on these
Q)-Const . 42" R .C . P . (1300-D) . plans within the right-of-way limits or in adjacent areas where
improvement work is to be done shall be removed, relocated or protected
3 oust . junction structure per detail sheet 2 of 2 . in place as regwired at no cost to the City of Rancho Cucamonga.
&--Const . energy dissipator per City Std . 514 and modified per detail 3. Any contractor performing work on this project shall familiarize him
Sheet E of 2 , self with the site and shall be solely responsible for any damAge to
existing facilities resulting directly or indirectly from his opera-
&---Const. headwall per S . B . Co . Road Dept . Std . 209 Mod . ( F-2 .88 ' , tions, whether or not such facilities are shown on these plans.
Ht . =Dia . + 4 ,00 ' ) . Sec Desai/ 7h- l'--s �'/,Q&-�. 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering
&---Const . catch basin #1 per City Std . 502 (W=71 ) with local depression Department prior to any encroachment or construction vithin City of
per City Std . 518 . Rancho Cucamonga easement or right-of-vay,
C7� Const . catch basin #1 per City Std . 502 (W=41 ) with mod . local 5. All grade stakes shall be set by the Contractor or Engineer. Paving
depression per City Std . 502 (G=24" , Length= 8' ) . 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
8�-Const . 18" R . C . P . (1500-D) . intervals. additional paving stakes may be required by City Engineer
as needed at warped or vertical curve areas.
&-Const . Junction structure "B" per City Std . 509 (C=3 .00 ' , E=4 ,00 ' , A=90'°) .
6. All surer. water, electric, gas, phone or other utility laterals.
/Q IN,6r,4LL PfporeCT/O/V 9,41111'/Eft' )96,1=1 97D$TD. 2-0261. 2 mains, or crossings shall be constructed prior to paving.
7. Compaction tests of embankment construction, trench backfill, com-
patting 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 placement of base materials and/or surfacing.
8. At the completion of paving, a materials report shall be submitted to
the City Engineer. Lising all tests or determinations completed to
verify stability oil content and Gradation of asphalt Paving
9. Prior to installatie , of any raving . a materials report shall be
submittea to the City Engineer. Listing all tests or determinations
completed to verify: R-VahvG . Sieve analysis and sand equivalent of
aggregate base.
ES7-1M,47'E OF 004AI71T/ES 10. Paving shall be performed in accordance with R-Value and Pavement tests
/. Z/3 L.f 24" NPCP I' I HEADWALL SHALL BE MONOUTW. taken to determine structural sections (prior to final plan approval )
A LAP ALL BARS AT COR,rRS 30 DIAM"ERS
2. 2/4 L.F. 42"' .PCS W NOT CONTINUOUS. 11. When improvements are to be placed on native soil which consists of a
Y g prepared by removing all rocks
3 2 E.4. C.B/L.D. r �\ 2-a4 ORS rock material, the sub-grade shall be
4 / E.A. T-,PAAl-SIJUNCT. Sr�P SEE NOTE 2 which protrude above the sub-grade and all voids or depressions shall
. be filled with a fine grade material of a quality better then the native
S. / E.A. 1U�I/CT. T-P.
material.
6. / E.A. fHDwG,/TRgS�/ AZ�4Ck /O 1
7 / EA. I-All-P64- ,D/SS/P,4TOA-16,poUNTED sroAve. I 4-1 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant
B -454 CY. E4PTN C,.4N�I/EL 4OR'05 12" registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly
Or- EA.WAY applied at the manufacturer 's recomorended rate for the full pavecr�nt
\ / SEE NOTE 2 width prior to paving.
A e
REINFORCING DETAIL 13. Estimate of quantities is provided by the Engineer only for the con-
PLAN
on-
PLANvenience of the developer, the contractor shall sake his own deter-
'v urination 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
/O
•• other items of work.
14. Street signs per City of Rancho Cucatncmga Standard Numbers 601 and 402
I = shall be constructed at each intersection.
S'MIN. ` 5"MIN. i •4 OR 05 12 o
O.C. EA.WAY 15. City approval of plans does not relieve the developer from responsibility
GROUND I SEE NOTE 2 " for the correction of error and omission discovered during construction.
LINEI 4--j Upon request the required plan revisions shall be promptly submitted to
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the City Engineer for approval.
Arrow uTG ,D ,' 16. Work site and exterior streets shall be in a neat, clean, hazard free,
2-+4 ORa`S t� orderly state, throughout construction. Site shall be cleaned upon
SEE NONE 2 CONTINUOUS BAR
too BEND 4 12" request of the inspector.
Q.C. EA. WAY
SEE NOTE 2 .1 7, Contact all V 1 tv Comranies ss rtauired, hours prior to excavation.
ELEVATION SECTION A-A �-- • '8 .
Proviaea Lor your convenjence are ,ne 10.L4 V•a,4 .
NOTES, A. San Gabr:.el Valley ttunicipal W.-Ler District
1 . HEADWALL SHALL BE CORSTRUCTED OF Mr. Bob Stallings (213) 969-2718
V
DIMENSIONS t CLASS A CONCRETE. for Base Line Road construction
pjPM L E F w 2. REINFORCING STEED SHALL BErNO. 4�BAR5 B. General Telephone - (800) 422-4132
V 1 " " " FOR WP UP TO 60". ABOVE !'"=60 NO.
X 24" 4 -! 2'-e 4 -0 2 -6 a for underground service
6 BARS SHALL BE USED. 2 MIN
S'�s" 3'-0" 4'-6' 3'-o" 1 CLEARA*NCE.30 01AJMMR LAP, •ALL STEEL. C. Southern California Gas Company (714) 529-2889
36 S'-0" 3'-4" -5'-0" V-!" 2191 E. Birch Street (714) 529-7070
4e i'-T" 3'-S" a-6" 4'-t" 3. ADJACENT SLOPES SHALL BE i{ TO 1 Brea, CA 92621
46 V-3" 1 4'-2- 6'- " 4'-e OR FLATTER' D. Cucamonga County Water District (714) 987-2591
07. �IrC�1 54` i'-t" s'•6" 6'-!" s'-4" 6. MULTIPLE PIPES TO BE SET WITH LONG- 9641 San Bernardino Road
7 7 ITUDINAL CENTERS 1 2/3 DIAMETERS Rancho Cucamonga, CA 91- 730
MART.
I. ALL EX1�0CEp CORNERS TO BE ROUNDED E. Metropolitan Water District (714) 593-7474
P.O. Box 54153
1
2/0 RAttIvs. C' 90054
% �I Fv��re 6. W SHALL BE INCREASED WHEN MULTIPLE Los Angeles,
I PIPES OR PIPES ON SKEW ARE USED. F. Pacific Telephone Comoanv (714) 999-5639
II
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CONSTRUCTION NOTES OF CAi.�E
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J "/1l�rgyD/3. v/'IR.—*,r. &—Const . 2aR .C . P . (1500-D) .
MIS ,6' Const . 42" R .C . P . (1300-D) .
v a N ' ( 0----C onst . junction structure per detail sheet P of 2 . DESCRIPTION OF REVISION DATE APCITY
PROVED
,� Fs r.♦• p�. ,otfe9':� 0 : v'"b/eCrj.Y""l�%^� 4�-Const . energy dissipator per City Std . 514 and modified per detail
B /Q -- - - _-� Ali 4®/Z~o a E4.Way _�, hl ®Fo�.enin9 °„y E..Irxcd. I sheet 2 0 f 2 . CITY OF RANCHO CUCAMONGA
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; yzxr zw/ 5 Const . headwall er S .B . Co .- Road Dept . Std . 209 Mod . ( F-2 .88 ' ,
Ht . -Dia . + 4 .00 ' . See De%ai/ .6'hf / of Z.
--i � -►•1 /d f � -- � 2 �' _ _ _ _ _ _F.s.-� —_ — Iin�ro vetr�cn f P/ars Pro�i/e
3 oF3 I �e �o;e"`»�°`"D I ?� % C6�--Const . catch basin 11 per City Std . 502 (W=7 ' ) with local depression •
0, f S/c � �— S'off'i f o/ �P.C.�� — —-�
a " \ o� 9" I per City Std . 518 . For ,S'form Ora/r/s
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Parcel Map
/00 98 S 02W=4 ' with mod . local
. . depressionper City Std 502 (G=24" , Length- 8 ' )
dlj.4.J6r=�" 2� o L ,o . ire% �o —� - - - -J " Const . 18" R .C . P . (1500-D) . -
• �'�— APPROVED BY: 1 - DATE: 23, 0-
m ®9k `" Const . junction structure "B" per City Std . 509 (C=3 .00 ' , L=4 .00 ' , A=900) . CITY ENGINEER / - RCE. NO.
Qm ; c� �'ecfion A'/I DESIGN RECOMMENDED
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