HomeMy WebLinkAbout1010-D GENERAL NOTES
w" s 1. AN wmk shall' be dune In accordance with these plans, the City of Rancho
r y/9r3t-CNip II I Cucamonga Standards and the Standard Specifications for Public Works
Construction - current edition. Contracto shall be familiar with and shall be
h me . AlO7F �� -SRRDi 193 I EA responsible or adherance to these Standards and Specifications.
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T /�EPYAC'EMEAVT SEE nor ( oeNSTRUCT HEADWALL PER OETAILs DN SHEET NO. e3.
• AMMf aGN I I omit LOWER LEFT.r) a/!f/ilh*,LIIVE `l CONSTRUCT eo" RCP i xoo 0 I is LP
!. All pipelines or subatrudures of any kind, telephone or power poles, water meters
ff
0 AA IT1oEu Er in. l I 1 OCONSTRUCT .NI3VCTI01 STRUCTURE "A' PER CITY of RaNNc*to CLICAMONOA i EA valves, fire hydrants, etc. shown or not shown on these plans within the
A► FLUSH ro OLD - sTD. PLAN No. 508. right-of-way limits or in adjacent areas where improvement work is to be done
4 Q ` 41.A8 X13T 1 COl'ISTRIICT ,ItJfMCTION STRUCTURE •B" PER CITY of RANCHto OUCANIONOA : shall be removed, relocated or protected in place as required at no cost to the
SIO. PLAN No. $09. Cit of Rancho CucamonSee LP Y ga•
aEaowau xss LP
at 5 -- CONSTRUCT 5O• RCP i100 0.
d 3. Any contractor performing work on this project shares famfllarize Mmse�tf with
•vim I I lP/06E �CfA/TL'1P ( e1-- CONSTRUCT 214 RCP 2oao 0.
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SITE / '. : '-- I I � i>wo Rgr�vl►E ELEV�9T/Dil/ a-- cONsraucT caTc + BASIN No. 1 PER CITY OF RANct+o crx•.aMONaA sTn. _ the site and shall be soley responsible for any damage to existing facilities resulting
EA
exon+s vl s t a. :�;`. . . . EXIST. 508 IINO WAt_Ls- PLAN No. So2. direct! or indirect! from his operations, whether or not such facilities are
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CON5T NEW SL99 •ND Y Y Pe
ASE1.tN AVENt> / '?.'rF' _ .'~ MALU a CONSTRUCT M4H0IOLE "A" PER CITY OF RANCHO OIICAMOMOA eTD. PLAN
I �, shown on these plans.
., w E75 510.
::.:;:.t'• CLµC/PL�TE� fXL a EA
s / „•.,.•.� � .• `.':�; o COMSTttUCT CONCRETE COLLAR PER L.A.C.F.C.O. STD. PLAN No. x-O-303.(�F Gtftaltc ANfET l� 1 EA 4. A permit shall be obtained from the City of Rancho Cucamonga Lingine"Ing
+k�'•::. Pl�R DETi4lL AT RAGgT "RADIUS A60VE CONSTRUCT TRANSITION STRUCTURE PER DETAIL ON SHEET Ne. s.
'S 214 Department prior to any encroachment Or construction within City of Rancho
VICINITY MAP- - = #A AD 7M"MD �PRIN6LINE
E)_2 CONSTRUCT SPL RCP 2000 D. Cucamonga easement Or l'Ight-Of-Way.
12 PROTECT IN PLACE.
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n►,+g:^E Of fT6 I EXi�JT �LwCi"ir fl(L 13 sAWCl1T. REMOVE AND REPLACE EXISTING A.C. PAVEMENT TO ACCOMooATE 5. Compaction tests of embankment construction, trench backfill, cam�elctitig original
NOT TO SCALE =WEW aJG-�' I �arE' erwctfxl RY - _ STORM DRAIN CONSTRUCTION (TO THE SATISFACTION a= THE STATE L.s, ground and all sut;-grades shall be performed at no cost to the City of Rancho
4 JEMED SOIL TO P/PE 1NGLINE
INSPECTOR). Cucamonga. A written report with these compaction tests shall be submitted
(6*10 EOUiI'Atb1 , IM CONSTRUCT HEADWALL MODIFICATION To ACCOMODATE ADDITIONAL PIPES i EA to the City Engineer for approval prior to the placement c: base materials and/or
s ' • To ?vP If A1109 PER OETA I L OM SHEET NO.-[_.INSTALL iCio fifer
fr /r1 ST i6 •3't
- _ 15 f 'lR/LET /ER 0e7X/C OAJ SNE'af ND. 4 � surfacing.
PLAN VIEWPff-R&O - - ( EA
Cave FILLET . When Improvements are to be placed on native soil wtdch consists of a roci y
19TH STREET SCALE: 1 ' a' 1e IrAWrXJT. REMOVE AM REPLACE EXISTING A.C.A.c. P,►vEMENT PER sAcxFlu lege s material, the sub-grades shall be prepared by removing all rocks which protrude
" /5EE PG4N VIE41 AT LEFT) DETAIL ON SHEET NO. 3. J2741 LF above the sub-grade and all voids or depressions shall be filled with a fine grade
J IBX "if t/, EX�Sr•XAQ,Al)ML� ` 12 CONSTRUCT !• ABS TRUSS PIPE NUISANCE WATER DRAIN.
g"prEA��.c �»�A•ErtovFo , M10� NOT TO SCILLf 5 EA material of a quality better than the native material.
(Fry N?BAR le CONSTRUCT CLEAN-OUT PER DE AIL ON SHEET NO. 3.
I \l/IIDR���l le SAWCUT. REMOVE AND REPLACE! EXISTING INTERFERING PORTION OF ALLEY
GUTTER TO ACCOMCoaTE NUISANCE WATER DRAIN CONSTRUCTION. Be LP 7. Estimate of quantities is provided by the Engineer only for the convenience of
I I EX
/31' rep of An-ewDA�) the developer, the contractor shall make his own determination of construction
ty'"?q� A'.«/r.0c YERr'wwor� 20 SAWCUT. REMOVE AND REPLACE EXISTING INTERFERING PORTION CONCRETE 275 OF quantities before submitting a bid. Any item of work required by these plans
(tYtuv4) E ' t of AM w/'`4♦/a.M APRON• which is not specifically listed in the estimate of quantities shall be considered
r EloRiz REIAIF
CORE INTO EXISTING VERTICAL CONCRETE {LOPE FACE TO ACXrOMODATE
e" NUISANCE WATER DRAIN (GROUT DRAIN IN PLACE WITH MORTAR). (See detail on Sfisst Ns.5) 1 EA as included in the other hems of work.
' L __ - it CQN5T. ✓O/NT
22 INSTALL LOT DRAIN (e" N.O.S. ATRIUM GRAIN GRATE AND RISER WITH 9. City approval of plans does not relieve the developer from respo.isibility for
r N.D.S. loo (SGL OUTLET OFEE-D-BASIN: INSTALL •" SM 35 OUTLET
e R/2'gW �PtE01-f- J �M lea ♦61PE/ the correction of error and omis�Ion discovered during construction. Upon request
(� � NE�401J�iLL PIPE THROUGH CHANNEL FALL PRIOR To CONCRETE PLACEMENT- (NOTE:- the required plan revisions s-:all be promptly submitted to the City Engineer
OS/,gA/'(/EL O ALA AVENUE ► ODOR 'V /Wr"ex -
aEESNrt INVERT OF M" PIPE TO BE M" MINIMUM FROM CHANNEL FLOOR) OR APPROVED 7 EA for approval.
G"'/'1�iV)/✓//1i�G"fG' EQUAL. Esse detail an ■hest No. 11.
' {IF/.4XN/10 WVM 23 INSTALL OVERFLOW M NNEL PAVEMENT - (e" Tr1I0C OPEN GRADED SINGLE LIFT ASPHALT) )1.500 if
G "RCP ,. ,. w • 076 LF 9. Work site and exterior streets shall be in a neat, clean, hazard free, orderly state,
�. x4 CONSTRUCT OVERFLOW CHANNEL WALL MV DETAIL ON SHEET NO S. e0 LF throughout construction. Site shall be cleaned upon request of the inspector.
sEESNTz ELEVATION. A A O-
25 CONSTRUCT .PLASH FALL PER DEATIL ON SHEET NO .4. g P q P
11 L>`
SCALE: 1 ' ■8 ' Caves. K'rKP ZWO-D
10. All storm drain pipe bedding shall be per City of Rancho Cucamonga Standard
+ w /'/��. Eg1Ilr Am/r arrAPM
lM�il PAVING NOTIi •• Drawing 513, Case I.
LANE Erl185T. wlivf. lAlln NEIL
•
04"'AMP ITCH Ca"r 1. All work shall be done In accordance with these plans, the City of Rancho 11. Contact all Utility Compsnfes as required, 48 hours prior to excavation. Provided
_ Cucamonga Standards and the State of California Popar•tment of Transportation -for your con 3nience are the following:
iEi■s1.fs
Zf ex/or xAEI N" nAD � •�• Eq Standard Specifications, latest edition.
IiE/'VP 1/1E G•G/NI•�e
- w14 IIIM/r ♦ t�NEW A. General Telephone (800) 422-4133
lkY•E35 ADa1�raL �Aeavr MSN
(SEE TYP/C /s"pR0 LJ AV re W Exlertu ♦ for underground service
AffJECT�DA/5 o SNf,Ej�' .�� 19[O �'� '#r'V/'r 4R W#1i wALt B. Cucamonga Count- Water District (714) 987-2591
ONILL MIN t DEED N*'IATC•// TN/CAW.C. 3
M c#rrl9641 Saa B or ardino !toad
Rancho Cucamonga, CA 91730
J O i N . D E T A i L s s tNr. It. All pipe lengths are lxx lzontal projections (not true lengths of pipe). The
NO SCALE Contractor shall determine true length of pipe.
AMILTON STREET " . . '
8'NO3 ATRIU!'!
�o* LiA►r'1 F" MODIFICATION DETAIL T A 1 L 14' �rA/N GRATE E�
HEADWALL MODIFICAT O NSE' 13. It tiie a�rhalt concrete to to be placed on stlb-grade. a soils stertlant
Z4"RCP oIMiT meowZ.
3�Ef5/lT.Z �MDD/f/ED CALrRAN5 STD. No Q-90 R/SEQS FVZ STA. 14th G 50816 registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformiy
ro 5rq• 17t5q Aw TU,CA! applied at tits mnnufncturer's recommended rate for the full pavement
�� O / D Si4s/A! 00rar • R/5ER P/PE
4 508 35 S>4f /3+04 j �tb� eWldtll prior to paving.
OteEGTLy Al/TD
LSV or. 4 C.44AIM6L t� •
!f'- bTA. I4 f 3, 10 /7t 59
NOS 100
SLOPE To ISINGLE ountT. .
' 'ELBOIJ °Rp'"1 -5PEE-D-SR.51N
D LTO GYILTET
INDEX MAP 1210 4 SECTION
4 /.O' 6 405DR 55 I'
iliit /CIU•IRo�F/LE OA/ L 36 L5 B' LENGTH VARIES
30
.sWEr �. 3, t. q �: 5ECTION "A" -"A" '
7,0 L /0
11�i � '� t •� 60 L7'S ' //
rte lu'cy fact ofI. 1 • ��` 6 L7 I! DYERFl011✓✓
1 CHANNEL MAIL DRA/N LOCATION
0.AIF^ ( i
(To of ,tE,riv10) ExisreoEC tAM+Mt AIL s,Orwltl!' _ NOT S .
Co+ar. falrov.c7_ (rlifMo ve A•+0 ,tl�eE1 � j I •.
• • _r. ( Ara•crE'xlst_ I--- i L A eonaleAr ctilltr it ►tN�!!NV Nyle CfX*T* ti Ftaok elWWd!; A
_
ot9ltle c� wulr. p'ps CK
I �, 1 0/0 /t. pw fmf � CORE OR R A0
+ • • I I f (NCC 14V %Faired N05/U GfIATE
TO C/q COMMO �4�EF
,�L�Cpvsrteror iN I c A, _ FR,s 1. If7Uere DDSs oI eNhren,►olknre/irrs ars arfll s tancrtaN► 5 D
,IL, • .
;3 i i �• !Ds c1Nslbn. L aro T sha/be/hose o/the larger pot 0.4 Cr 00. D-8,#51N 0 f715ER 4'5DR 35 PIPE
4e. 4W tar 1 / w/lidfrtsr is yrro/er "
n<�.vis (iiorrcr) - -------I_- --- w 9p +-OUTLET PIPE B
! xt.exeM fa •.• :• 4, 3 Fw prpe kryer/Aar 56 a edal CaA�►&W is regi~
er rr. x"e.R! 1. ..,• 4 Forpw wo a W Asted" next size krW Z- 4' ELt3pWS OF AVTLET PIPE
• R/5ER
rill CA1rN ytr�iU r • ; /0'3. LZ!rli'rs;n/brceq an popes 24" /esr n alb»e1ler ad are all G"
N 4"OUTLET
♦'Lam.• �.. =� ''• � plPonwl�iere aqk A is kss tAar A :•�.:: ,,t:;��
4 Ckvv*r Ties 6. *dare rei►lbr6V is Feer:;, Me dlane/er 0 Me Okub Ms
i CNANNEi WALL
K.tM
S/W#be D t(?x WV#1N0ness 1 t 8" ?�
3 �w°
AWT: ,Kt,k. ArorArras,erlr r s wlopo 7. lNaNa�r 4 is equal►to a/res Char Or, )bit >s ane~ 4 / YZR/V VIED/ �60;rr&l Of L"NANNEL
a 1 -� Mita"cc .riw�f�unaw/ srvev alca%s beater Man D so/l l
v *w5/. s�wu to ,tEicluu AryE LOS ANGELES COUNTY 1, /
' AWPr1,,aft& O/ res sT4n/ COO[. &FLOOE)CONTROL DISTRICT S pyp0 moy,* cw%70N Poo, A mwcrc� �3 ECT)O N M� 8a r 8"
' s CONCRETE COLLAR eM poe,
p M
, REMOVAL/REPLACEMENT DETAIL 4 m S Nbt 10 to used 1br o sin cAonpe on the mvintmr
AT t1EA0wAll MODIFICATION
LOT DRAIN DETAIL 22
NOT TO SCALE
PREPARED FOR:
HILL - WILLIAM$ DESCRIPTION OF REVISION DATE AFP OV
DEVELOPMENT CORPORATION ER
DEV
P.O. BOX 6262
RANGE' CA 92667
DAM OF BEARINGS-. FOR ALL' WORK Wi IN 19TH SHEET INDEX
STREET R/W: CITY OF RANCHO CUCAMONGA
TITLE SHEET
THE NORTHERLY LINE OF PARCELS 1
STATE OF CALIFORNIA NOTES SHEET NO. DESCRIP71ON
AND 2 OF PARCEL MAP NO. 6246, BEING STORM DRAAN PLAN
,
NORTH 890 4114111 EAST, AS SHOWN ON A 1. All work within the highway right-of-way shall be to State BpfESSlp
1 TITLE SHEET t R4!
MAP FILED iN BOOK 66, PAGE 41 OF standards. 2 STORM DRAIN-TRACT 13066 ' `�!`Q�tLLIP L9^�l FOR
PARCEL MAPS, RECORDS OFTRACT N O. 13066 3 OFF-SITE NUISANCE WATER DRAIN W
SAN BI;RNARDINO COUNTY. !. Structural section indicated for highway is fere estimating
only. Actual section to be determined after grading and
appropriate lab tests. A.'V.I. of 8.5 should be used in the 4 DETAIL SHEET do CROSS SECTIONS * No-C 28022 1100, 14
3011,3 ENGINEER: design of the highway section.
5 STRUCTURAL DETAILS IV 11. APPROVED BY DATE
C �!
TRIAD FOUNDATION ENG[NrisRiNG INC. 3. 181ItroN3chment permit must be obtained from Caltrans prior
�'Y •OF CITY ENGINEE R.C.E.NO.23889
17231 EAST R/.-LROAD STREET to start of work within State of.California right-of-way.
DESIGN RECON ENDED
CITY OF 1NSUS'1'RY, CA 91748 Construction contractor agrees that in accordance with generally accepted construction R G F3065. 75
CIT OF
13 4. Any striping obliterated by construction shall be replaced practices,construction contractor will be required to assume sole and complete responsibility for AL a SURVEYING
by the contractor in kind, to the satisfaction of the State job site conditions during the course of construction of the project,including safety of all persons CcNbrr C. Covd DRAWN " _ LAND PLANNING SHEET
BENCH MARK #48: inspector. and property; that this requirement shall be made to apply continuously and not be limited to �f1Q'f2d: D S K 1. uPLA 1786.01No46.10910
normal working hours,and construction contractor further agrees to defend,indemnify and hold
ELEV. = 1493.883 C111Z S. EWoichment permit number design professional harmless from any and all liability, real or alleged, in connection with the R�OfId�NVQtJOf! .C.E.N�,s 0 Z
'tJ" NSVC performance of work on thisproject,exce tin liability arisingfrom the sole negligence of desir CHECKED KED DRAW NG N O.
'' sso• 1
p excepting y CITY DATE _� FILE NO.
CONC. D W, S.E. CORNER STATE
professional.
VY 19th dI AMCTiIYS'I' _ _ _ _ _ _._ _. �.._ _ �_�. . - _ _ _
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S.P. RISER /NL E7- A6'�70M.. VIEW j ! #4 DOND BEAM do
�S NTS CAGE: FETAINER RING C9oVE O15HED CITY OF RANCHO . CUCAMONGA
laBOVE F/N/SHED
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1. ALL WORK SHALL CONFORM TO 1985 UBC EXCEPT A3 OTHERWISE I �� �
1 ROl16Nb T4
REQUIRED BY GOVERNING REGULATIONS. SEE NOTE /4 dELON/ -_____ --___--
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2. CONCRETE BLOCK SI[ALL CONFORM '1'O ASTM C-90, GRADE N, COLOR G,L��IV!/Nfiff�4C'E •, , .., :: -' ' ` , • � � �TCONST �5�J1''
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3. NO CONTINUOUS INSPECTION IS REQUIRED UNLESS REQUIRED BY GROUT 1 � � p//,•I xW/.A ,
PLACEMENT. - -- - I I WWI
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4. BACKFILL SHALL NOT BE PLACED UNTIL GROUT HAS REACHED FULL � � � � •
DESIGN STRENGTH. - r V /d" .:�: t1'SetI4'OC • '05&4d"OIC
I _ Q
S. FOOTING EXCAVATION SHALL BE INSPECTED AND APPROVED BY SOILS
OF AIRLL
I V�
ENGINEER PRIOR TO PLACING FOOTING CONCRETE. I
�v LAP ' l�4" LO 6TII! /3 30
6. METHOD OF BACKFILL AND MATERIAL SHALL BE APPROVED BY SOILS .
ENGINEER. .A " 3-r STA **00
a` i i
?. MORTAR SHALL BE TYPE M OR S. 04AVA7Zt� • V i i rj E'LY CHANNEL WALL
8. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 8000 PSI V 6RAVEY ll ,A'FILL 28 DAYS. s T A. 13#60 T O STA. 14+00
801/,0G�tOUT IAS
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9. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 40. PLAN' 49C LO � 14" OFMESH O rIL Al CE5
10. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 Or MOIL �1
PSI C 28 DAYS, A MINIMUM OF _sACKs OF CEMENT PER CUBIC YARD
AND A MAXIMUM WATER-CEMENT RATIO OF 0.6 DESCRIPTION OF REVISION DATE ITY
t ;;. �, w do G� act'�w�EP AncEs DROVED
W
11 DAMPPROOFING SHALL CONSIST OF ONE PRIME COAT OF ASPHALT h /N LAB G'/'J17(lwTilrJ'1�'NEI�
EMULSION AND 2 COATS HOT MOPPED WATERPROOFING ASPHALT OR
A COLD APPLIED SYSTEM SUCH AS FLINTKOTE EMD-1. /PCED /4W* /D.r /O CITY OF RANCHO C U C A M O N G A
/ LA �. .� -•^•y�rki,�- t::r4'�' WWI 7.
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14. ALL CONCRETE WORK FOR CHANNEL STRUCTURES HERE * at &ORS MAI' 6E
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5 TRANSITION STRUCTURE' �'O �� DS PLAN 911.6•(714$06-9ltt - oF.—;�
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