HomeMy WebLinkAbout2127-D BENCH s
MARK.
CONC.IF CITY OF RANCHO CUCAMONGA CITY OF RANCHO CUCAMONGA BENCH MARK NO. 1003220 BRASS DISK IN
WING WALL STAMPED "CITYOF RANCHO CUCAMONGA7 BM 10032 m
AT THEN.E. CORNER OF FOOTHILL BOULEVARD AND EAST .
CREEK.% 5 FT. SOUTH OF NORTHERLY END OF VANG WALL OF
FOOTHILL BOULE"RD OTORM DRAIN IMPROVEMENTO BRIDGE ACCROSS ETIWANDA
ELEV. 1195.431
FROM SAN SEVAINE CHANNEL TO 1900' + EAST OF ETIWANDA "Em
GENERAL NOTES
1. All work shall conform to the City i
Standard Specifications for Public Works Consti , , 2003 Editionwith
supplements. loop
.10
le, STORM DRAIN CONSTRUCTION NOTES.
SHEET INDEX
.
Public and private utilities available SECTION SHEET
records.
.
DESCRIP11ON (D— PLUG NEW 120" RCP WITH CONCRETE PIPE CLOSURE
The contractor shall be responsible for protectingi t i V) JILLS! Q
� — I — (RE—USE EXISTING CONCRETE PIPE CLOSURE)
shown within t limits i ject and shall be
responsible
24TH ST
1 TITLE SHEET
damage as a result of the construction tons.
W
T Z SU Il A D LOAD PER PLAN.
Q)— INSTALL 120" RCP, DRAIN,STORM
:z STORM DRAIN IMPROVEMENTS PLAN CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STANDARD
Enm
E O Californiai AVz FROM STA. 01+00.00 TO STA. 08+00.00 DRAWING NO. 319.
notify3. The contractor shall i t HIGH 3�
of
REMOVE AND REPLACE EXISTING CHAINUNK FENCE INLIKE AND KIND.
Southern
. priorng days . to
utilities
1 STH
f i . . constructioni . El 0 a fJ
D CTQR P K
. WE
LIN R-D STORM DRAIN IMPROVEMENTS PLAN (REPLACED DAMAGED POR11ONS ONLY)
Southern California Gas Co. '�
FROM
Verizon i C RCH . CULVERT.En REMOVE INTERFERING PORTIONS OF EXISTING CONCRETE
Cucamonga Valley Water i t F THILL B rL,1 `/
CONSTRUCT ROCK AND MORTAR RIP—RAP.
Charter Communication Q N cs s
Metropolitan Water District (909) 217—faf7 � � � RRow
> Z <t
NSF RR 7 l PTING IP iEXISTING
4. For *Inspection of this
5; (RE—USE EXISTING CONCRETE PIPE CLOSURE)
at 477-2740 . i i . 6TH ST (n TiON STRUCTURE NO.2 PER CITY OF RANCHO CUCAMONGA
STANDARD DRAWING NO.331 AND INSTALL 60" RCP9 24 LF. STUB 5v
i i , i 4TH ST
OUT.
construction or encroachment within any tright—of—way. OMCT STM INSTALL STANDARD
P.C.C. . . . . . .
ING
CAST CONCRETE END
. . .ty VICLNrff . S.P. , .
. I i l , DRAI
of Rancho Cucamonga Fire i , 72 hours prior
WT M rAM 0 PROTECT IN PLACE.
constructionto indicating
Contractor shall have aas Contractor License. i i i i PLATE,
® California i B I , Department SEE DETAIL
EXISTING SURVEY MONUMENTATION of i California i
All existing survey monuments that will be i "Maintenance . . . . 1990 Edilton, the speciali i . Traffic
reseX Dy the i i Engineer.i i i i
® . i iEngineer.
describedSurveyors Act. Found monuments are shown on the plans and .
(FOUND) 5. Contractor shall locate existing loop, detectors and restore 'in place after *Installation of the
drain.proposed storm
F.D. i
.
or to performing any excavation of the project the Contractor shall submit shoring drawings
to the City Engineer for approval, 'if such shoringCalifornia
Construction Safety Orders dealing with excavationsi
STRIPING GENERAL NOTES Industrial ing calculations and drawings shall be prepared by a California
. All details and dimensions for traffic stripingi i .
to Caltrans, Standard Specifications, Traffic Manual, Maintenance Manual and Standard Plans and City
. . DesignR.C.P. i i i
Standard plan . i
i i i i i i
.
Procedures for If the trench i i i i inches
l i f i Std.
. .
i .tiii . . . i modified t . .
conform to the Standard i . modificationt
. 1
trafficA. All pavement markings shall conform to the city maintenance stencils, (S.A.E) unless otherwise noted.
8. Trench backfill shall conform to the City of Rancho Cucamonga Std. Dwg. No.120 and shall be �ESS/
B. All conflicting I i i i i i i . �, \ ° GXF �
compacting original
ground
C. Sufficient control pointsi ing shall be replaced prior to insallpertallation 9. Compaction tests of embankment construction, trench backfill, i i 1o. �'
of striping . testing.and The costs of all other tests, 'including
first $
itten report with these compactionit
pointsD. All control ing removed during sandblastingf installation of submitted i Engineer.
C
striping
F QE. All control A
points and spotting shall be inspected and approved by the Cityi i .Paving City Standard . 120. If aggregate
exist, existing ll
be included
installationa
in the bid
'Item per linear foot for reinforced
F. All striping i a i i i i i
.
ence of the Underground Serm*ce Alert
15 mill thick . Installation shall be in two coats withminimumContractor. The Contractor shall make his own determination of construction � � �
. wov
AJ
first, unless otherwise . before submitting e bid. Any itema work require ,y these plans which t t specifically � � Mlle TOLL FREE � � r- .
ii i i i i
i i i quantitiesll i i i
thermoplasticitemsNo. 24953 z
q
All
9- unless otherwise noted. 1 -800 0 Exp. 12-31-07
. Locations of catch basinsi ions with catch basinsi 6e�
. i i , i ischematic. i Wrictions be located at the downstream end of the 422-4133 CIVI
markingsand I I I ibasinI I 1 specifically indicates
.
otherwise, in all cases the exact I®eati®ns will be determined in the fields by the Engineer TWO WORKING CLAYS BEFORE YOU CIG
1. All traffic stripingi i .
measures, in accordance withi
.
Sanitary sewers and house connectionsidrain trench shall be CITY OF RANCHO CUCAMONGA
J. Temporary or constructionii in accordance withi in accordance with the CityStd. . .
and as directed by the i . . i . . i
ty of Rancho TITLE SHEL7
Cucamonga Standard Drawing . 339, case 3.
FOOTHILL BLVD-STORM DRAIN IMPROVEMENTS
STORM DRAIN GENERAL NOTES 14. When 'Indicated on the drai iconnections
1. All i i i f
. .
pipelines blanketed
kind, meters, waives,
fire hydrants, etcetera, shown or not shown on these plans within i limits ions shown on the contract drawings for existingiconnections are ETIWANDA AVENUE
or in adjacent areas where improvement work is to be done, shall be removed, relocated, or approximate . The Contractor shallfield .
APPROVED BY.-
responsibility
.
24953
. .
2. Any Contractor performing work on this
. . . . . i . omission fscovered during construction,
upon request the required
responsibleshall be solely i ifacilities i irectly or plan revisions shall be promptly submittedi i . 9FIVIS16ms
•00 DMWP PREP E �", RECOWABOW
i operations, . facilishall be kept ties ® i i aclean, free, . Associates
I nspector. / �
10500 CIVIC CE
repair3. The Contractor shall reconstruct, replace or existing structures, , � . . RANCHO CUCAMONGA, CA 9130
curb and gutter , Isuraceayer
.it 1 i i00#14 0/#&— __0AP_
drain .
of the storm utilities and utilitywithin installed and all unacceptable parkway
and roadway i ! satisfaction i Engineer. . CH DAM FU W 2127
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E�CI�TIi�� �!lTE� RIP RAP �Y THE �E�L®PER � ��� _ ��.����
��j �
�L, � 1��..1�111�/�II�
T�R[N I�R�A��! C��1�1�R�JC�fI��l i��1 � CiT`Y � C CIJC�AN[ �I
CENTERLINE PIPE CURVE D�ATAQ
1 PLUG NEIN 120 RCP V�ITH CO�IVCRETE PIPE CLOSURE N�. RA�Iu� DEL.1'/� LENGTH 1'AN�EIdT' �L�M1I A � ��FI LE
�RE�USE EXl�TiIV� C��ICRECE P9PE CLC}SURE�
2 INSTALL 120° RCP, STORM DRA�l�� Q LC��D PER PVA�a
� R C}R�I IPR �i/E °T
-�-- CC�tVSTRUCT � ��� ��. 2 PER C� �F ����� CUC,�����a a�Q �Ro� �� �+oo�ao �o s�� �+o �ao
�R����� w�® ��s�
4 �PPR��E� '. � �!�lTEa - .�
o
EF°��e
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6
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11i FI CU �, .� 91 ,�t�
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+ • '� ♦���I 1 !' is i+
1 , :Y M {
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5
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,THAN 14 DAYS NOR IATER
11 IN EWAa
1
r
r Y 7� i, 'i ►� � ��A. NATIVE SOILpipe installations unless otherwise shown
N07E 7 72 HOURS AFTER CONSIMAYOM OF BACKFILL on the plan or the specificationITW B -AR -4000 A.Q BASE TO BE PLACED WTIHIN
ElUrr JOIN B. GRANULAR MATERIAL shall be used for flexible pipe installations. (See note 2)
All a I' ZI 1
G 1
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♦
M
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., TNIJ11LT IGM117fm AND�► J�
P5 % ..r.
•
:... ::
♦
, con -
or asphalt. Carey # protect the pipes fromdamage
•
1 • : . .. ,....
♦
deflection is placement # • compaction of bedding.compaction,
i
4
Y
i
# , /•plan.whenlimitdeflectionflexible shallshown onthe
i 'S r _
A
1
i ► Iti � 'S1ir
r 1
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•
RADIUS
r a
,
r
+I OPTIONAL
Granular #sand, gravel,# granite,
POINTTRENCH
■ ,tire;.
• r
SHAPE or native i; with a sand equivalent of not less than 20.
9W9 RELA711VE
C.
COMIlACTION MK
r r3. Where ground water is encountered in r
#
r
e r � r:
ii
■I
♦ proposed
ITYPE I TYPE 11 TWE III the engineer, excavate to a depth of 6 inches below the
r
a r -
i
a>
place a bedding of 3/4 inch crushed rock or crushed slag.y
4. Trench walls shall be vertical within the bedding area, unless improved bedding, as
•;
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1
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,
t,: FREBLJ47
so,• a ' by the engineer is used.
r
# #
I +
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COMPACTION MIN. CRUSHED AGGRINATE 11ASE IN IRENCHESLESS THAN /
x
LOAD
• 1 h_
I
# #
IN LENMK SEE NOTE #11.
1- 6" 6' 1 1.5 of steel to the area of concrete above the crown of the pipe.
��load factor is 3.2 for P=0.47., 4.6 for 1.0%, in which P is the ratio OT the area
TABLE
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*,
BEDOM ::. 3 1 2.7
*1111OLVED. IF NONE REQUI1l1ED6 MIN MIN.
1 ' V :
3.2
AS PER SE4NOARD DOM
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ND. 341
1
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111111L
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;...'.
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2.5
SUPPORT PIPE ON Ij SEE NOTE 5
CONCRETE BLOCKS RIGID PIPE
• ]
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t+
w i I • • ►
♦ a=
1. AN ftwachm I 01Y In hingthor lonW WxM be bodMod and convokWed ,
SecHow I
t
I „ : /.: .. IPIPE)
11 '10
. � irXrr='r,.... 1 },] 1 i� i M ". • M , } r 3... # :: ] w:
r
a I�i`,�i • r rLEGEND
Im
�3iE� �3i r
I
r• r•. 3 i, i11 r
i ♦
. 4. Urden offIerwiveinstructed by Owr't''.:. • ., llrench• Patch Xf :: • .::. t♦ ,,;a grode
acrow wkft and stKd not be crowned at codw. IN PCC BEDDING{
1
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It '
�r
MATERIAL
.�
.. ,.
lam � '�
i
7
;.
rr"E"n"Ad UNCLASSIFIED BEDDING MAT
myALL -
•
`6. The entire bvieled km 12' mkL, "I be overkwedI wM .16' ffft C2 -AR --4= A.C.
w:
,
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T&VLE OF - FOR ELTY�l � or -r ,.:i'<_.'
GEE
GKADL P IN 15
NOTE 4
SECTION
PA
AX.
STT PA iR E i I.- _ _
iAI . MAX. AdIRI. 7. •1
12'-10 1 -6r
- V-4" 1-
A - A
C- C
1 0'-111W-8-1
RANCHO
CALIFORNIA
■
RANCHO
r CALIFORNIA
r r
RANCHO
CITY OF
RANCHO
tCITY OF
CITY CALIFORNIA O CUCAMONGA, CALIFORNIA
r;. r
' ,. CALIFORNIA
1 I I I
r l
Plnlu r l 1 � I
a,a a MI 1
♦ t �
O CUCAMONGA, CALIFORNIA
STANDARD PLAN a
r I 1
1
L
i► .
� f
y PLAN "
•
I I I
MANHOLE
a BEDDING
STRUCTURE NO. 2
rSTRUCTURE
;r TRENCH
r rr rI PLAN
.
JUNCTION
JUNCTION
i
r
1 t
1f
PIPE
A>
LARGER
r
AND
SHADING
SHADING ';.;. ,.
'lCITY ENG CITY ENGINEERUSE WITH STANDARD SPECIFICATIONS I
1 17-4953
t
CONSTRUCTION
i 1CONSTRUCTION1 , i i -w #., .
# w #249Q P-C.E. 7-4953 : f #
SHEET 2 OFP-cF- 249&3 �!CITY ENGINEERRICE. 2M53r
a
CONSTRUCTION
#3 Cie
21
BARS
rt SPUR
s
,
`
F BARS OTHTWAYS
3'
3TO BE USED60"
..
i>•,•, OR MORE
r
SEC11ON G—Q
ROU 4D EDGE
AT
TO 5 RAMVUS
OC
STATION POINT
SEE NOTE
PL
ELM S
ROUND EDGES TO
APPROXIMATERADIUS
OF ,OF E.,
.- 1i •
OF 36*
,r
1 . E BARS
i
I: BARS
CONSTRUCTION JOINT
PLAN
NEW OR EXISTING RCB
,_
a ♦ i • - ► t- �r, •
5
BARS
STANDARDD
F BARS ANY
BARS
PIPE •+2-H
.m
ROUND
EDGES'
ELEV. Ri�
1
ELEV. S
2-C BARS
OC trrrt+l
I ,; 1EARTH
a. ..CKRLL VATH 1-3-5 MIX CONCRETE"
®
Ei i11
OR COMPACT SOIL TO RELATIVE
II=1 III II ► ♦ / � r
OBY MI
BACKFILL MAY . TTED
STRUCTURE IS LAID ON UNDISTURBED
f r, EARTH TOSTORM DRAIN WALL
tiEC
ice:
�iFllY�
CrrY OF
RANCHO CUCAMONGA, CALIFORNIA
CITY
OF RANCHO CUCAMONGA, CALIFORNIA
STANDARD
JUNCTION STRUCTURE NO.
JUNCTION STRUCTURE NO. 1
330
330
iCITY ENGINEER I.rUSE
; ..{rl, CONSTRUCTION
WITH STANDARD SPECIFICATIONS„i, PUBLIC
r,_
ENGINEER
1. 1,',rSPECIFICATIONSIr' PUBLIC1”CONSTRUCTIONS+JEET 2 I
F 2R�Mi
Pipe
l Precast concrete d
l I tack to be placed flush
t !with end of pipe as
directed by the Engineer,
! I .
ELANr
ti b tt
4" 0 galvanized steel pipe'
(total 2)
t
- ars :®
(total
Ib}
e '
a:
0
11 tt ars
NATION
P1 PE CLOSURE TYPE' 11 it
(Recast Concrete End Block)
1. t. a®=bars 12 go
O.C. unless otherwise
note . on the plans. SAN BERNARDINO COUNTY
'V-=
12" unleotherwise noted on plgns. FLOOD'CONTROL DISTRICT
r tstcl vDAW
3. °it/t P 6 unless otherwise noted on plans.
AMM DME I NSKM H.H.H. -14p13�
Ft .
S. P i76
•.
12-31-07,
N.T.S.