HomeMy WebLinkAbout1885-D Notes:
Steel clearances shown are minimums. H' T STO R MA D RAI Nh ' CONSTRUCTION NOTES
Fy = 60,000 p.s.i. 0 EXISTING CATCH BASIN SLAB EXISTING CURB & GUTTER BEYOND
---------------------- TO BE PROTECTED IN PLACE
Concrete Mix: < 1 CONSTRUCT 10.00' WIDE X 7.00' HIGH CAST-IN-PLACE R.C.13. PER STANDARD DETAIL HEREON.
Top & Walls..........................560-G-4000 L: SAWCUT & REMOVE EXISTING
Invert......_....... .......680-B-5000 C-Bar) A.C. PAVEMENT EXISTING A.C. PAVEMENT (2CONSTRUCT LOCAL DEPRESSION, CASE "A", FOR EXISTING CATCH BASIN PER CITY OF RANCHO CUCAMONGA
C14 /-G-Bar C1-Bar STD. PLAN 307 AND DETAIL HEREON.
INSTALL 102" DIA. R.C.P. STORM DRAIN, 1200-D (1 ADDITIONAL COVER OVER REBAR INSIDE PIPE REQUIRED).
B1--Bar SAWCUT & REMOVE PORTION OF EXISTINGINSTALL 66" DIA. R.C.P. STORM DRAIN, 1400-D.
T2/,) 0 0
CATCH BASIN AND ADJACENT GUTTER 21
INSTALL 48" DIA. R.C.P. STORM DRAIN, -p®
LO
N E
B-Bar-7 CONSTRUCT LOCAL DEPRESSION CASE "A" PER INSTALL 36" DIA. R.C.P. STORM DRAIN, 1750-D.
------------ z I L: g CITY OF RANCHO CUCAMONGA STD. PLAN 307
Distribution Bars 0 2W -Cl-Bar > A INSTALL 33" DIA. R.C.P. STORM DRAIN, 1500-D.
DOWEL #4 BAR 1ROUGHENED CONSTRUCTION
99 8" MIN. INTO EXISTING-
C14 4 or 6" . CATCH BASIN WALL @ 241, O.C. _7JOINT
INSTALL 27" DIA. R.C.P. STORM DRAIN, 2000-D.
2 91 EXTEND INTO NEW LOCAL DEPRESSION
cir. 18" MIN. E <9 INSTALL 24" DIA. R.C.P. STORM DRAIN, 2000-D.
Optional Construction Joint
3" cir. INSTALL 18" DIA. R.C.P. STORM DRAIN, BOOO-D.
0.2W
11
REPAIR TRENCH PER CITY OF RANCHO CUCAMONGA STD. PLAN 120.
tie F
el I EXISTING CATCH BASIN WALL-----I
C-Bar > 12 CONSTRUCT MANHOLE No. 2 PER CITY OF RANCHO CUCAMONGA STD. PLAN 319.
D-Bar
(13)-- CONSTRUCT MANHOLE No. 3 PER CITY OF RANCHO CUCAMONGA STD. PLAN 320.,
CONSTRUCT MANHOLE No. 4 PER CITY OF RANCHO CUCAMONGA STD. PLAN 321.
0
15
M
CONSTRUCT JUNCTION STRUCTURE No. 1 PER CITY OF RANCHO CUCAMONGA STD. PLAN 330.
LOCAL DEPRESSION DETAIL
Longitudinal Bars 2 16 CONSTRUCT JUNCTION STRUCTURE No. 2 PER CITY OF RANCHO CUCAMONGA STD. PLAN 331.
Equally Spaced NO-TO-SCALE
C3-Bar 17 CONSTRUCT JUNCTION STRUCTURE No. 3 PER CITY OF RANCHO CUCAMONGA STD. PUN 332.
3" -' 00-- CONSTRUCT JUNCTION STRUCTURE No. 4 PER CITY OF RANCHO CUCAMONGA STD. PLAN 333.
Distribution Bars 0.2W
04 Joint
69)-- CONSTRUCT TRANSITION STRUCTURE No. 1 PER CITY OF RANCHO CUCAMONGA STD. PLAN 334.
C�
20
>
CONSTRUCT TRANSITION STRUCTURE No. 2 PER CITY OF RANCHO CUCAMONGA STD. PLAN 335.
_4" to 12" F-Bar--,\ C2-Bar--rr
21 CONSTRUCT TRANSITION STRUCTURE No. 3 PER CITY OF RANCHO CUCAMONGA STD. PLAN 336.
T4 22 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 300. SEE PLAN FOR "W" AND PPV09.
C2-E)arFl-Bar �23)-- CONSTRUCT LOCAL DEPRESSION, CASE $)A99
PER CITY OF RANCHO CUCAMONGA STD. PLAN 307.
-----724
CONSTRUCT LOCAL DEPRESSION, CASE "B", PER CITY OF RANCHO CUCAMONGA STD. PLAN 307.
C3-Bar
Q2>- CONSTRUCT LOCAL DPRESSION, CASE "A", PER CITY OF RANCHO CUCAMONGA STD. PLAN 307 AND MODIFIED
H3 TO OMIT 5' TRANSITIONS AT END OF L.D.
-T2 (BOX WIDTH)/2
H2 26 REMOVE EXISTING P.C.C./A.C. TRAPEZOIDAL CHANNEL.
R.C.B. SIZE (Width x Height) 10' W X 7' H 8.5' W x 6' H 27 REMOVE EXISTING R.C.P./C.M.P. STORM DRAIN.
U-1 ROOF T1 13 8.75 28 BACKFILL EXISTING P.C.C. BOX CULVERT WITH SLURRY AND CONSTRUCT BULKHEAD TO BLOCK OFF ENDS.
WALLS T2 11.25
CONSTRUCT PIPE CLOSURE TYPE "A" PER S.B.C.F.C.D. STD. PLAT S.P. 176.
8.5
C>
INVERT T3 14 8.75 CONNECT PROPOSED R.C.P. S.D. LATERAL TO EXISTING S.D. LATERAL. CONSTRUCT P.C.C. COLLAR PER CITY OF
RANCHO CUCAMONGA STD. PLAN 329.
SIZE BAR #9 #7
(31CONSTRUCT 18" DIA. TEMPORARY C. .P. CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 311.
B SPACING 16" O.C. 191, O.C.
32 REMOVE INTERFERING PORTIONS OF EXISTING 48" DIA. R.C.P. S.D. AND PLUG INLET TO EXISTING 10' x 7' R.C.B.
HORIZ. LENGTH 11'-7.5" 9 PER S.B.C.F.C.D. STD. PLAT S.P. 176.
SIZE BAR #5 #5 33 REMOVE EXISTING P.C.C. SLAB.
B1 SPACING 16" O.C. 19" O.C. 34 REMOVE EXISTING P.C.C. HEADWALL AND JOIN EXISTING R.C.B. WITH PROPOSED S.D.
HORIZ. LENGTH 6'-10" 5 9-1013,
CONSTRUCT 8.50' WIDE x 6:00' HIGH PRE-CAST R.C.B. PER STANDARD DETAIL HEREON.
SIZE BAR #4 #4
(36INSTALL 54" DIA. R.C.P. STORM DRAIN, 1200-D.
C
SPACING 121, O.C. 13" O.C. 37
INSTALL 21" DIA. R.C.P. STORM DRAIN, 2000-D.
SIZE BAR #5 #4
C1 INSTALL STANDARD PRESSURE MANHOLE SHAFT, FRAME AND COVER PER L.A.C.F.C.D. STD. DWG. 2-DI97 AND
SPACING 14" O.C. 13" O.C. 2-D21 0.
SIZE BAR #5 #4 CONSTRUCT BROOKS PRODUCTS 3636CB 3 "x36" PRE-CAST CATCH BASIN (INCLUDING EXTENSIONS AND BOTTOM
C2 AS REQUIRED) WITH 3636 STEEL PARKWAY GRATE OR APPROVED EQUIVALENT. CONSTRUCT LOCAL DEPRESSION
z SPACING 141, O.C. 13" O.C. AROUND BASIN. REFER TO DETAIL, SHEET 3.
0
W SIZE BAR #5 #4 4O CONSTRUCT P.C.C. COLLAR PER CITY OF RANCHO CUCAMONGA STD. PLAN 329.
o C3
LL_ SPACING 14" 'O.C. 13" O.C. (Z-- CONSTRUCT MANHOLE SHAFT PER CITY OF RANCHO CUCAMONGA STD. PLAN 323-A.
SIZE BAR #4 #4
<42REMOVE EXISTING R.C.P. AND REPAIR OR RECONSTRUCT WALL OF EXISTING CATCH BASIN TO THE SATISFACTION
OF THE CITY INSPECTOR.
D SPACING 18" O.C. 18" O.C.
43 BREAK INTO AND CONNECT PROPOSED R.C.P. STORM DRAIN TO EXISTING CATCH BASIN. RE-CONTOUR CATCH BASIN
VERT. LENGTH 99-0" 7P-2" FLOOR TO DRAIN TO NEW PIPE.
SIZE BAR #9 #5 CONSTRUCT CATCH BASIN WITH GRATING PER CITY OF RANCHO CUCAMONGA STD. PLAN 302. W=27.2303' V=6.00'.
F SPACING 15"" O.C. 11" O.C. 45 INSTALL 60" 'DIA. R.C.P. STORM DRAIN, 2406-D,
HORIZ. LENGTH 11"-7.5" 9'-8" 46 CONSTRUCT COMPRESSIBLE BLANKET PROTECTION FOR PIPES PER CITY OF RANCHO CUCAMONGA STD. PLAN 340.
SIZE BAR #4 #4 47
CONSTRUCT SUPPORT FOR CONDUIT ACROSS TRENCH PER CITY OF RANCHO CUCAMONGA STD. PLAN 339.
F1 SPACING 10" O.C. 11" O.C.
CONSTRUCT 10.00' WIDE X 7.00' HIGH PRECAST R.C.B. PER STANDARD DETAIL HEREON.
HORIZ., LENGTH 6'-9.5s' 6'-1.5"
<49CONSTRUCT LID FOR EXISTING RECTANGULAR CONCRETE CHANNEL PER DETAIL AND NOTES, SHEET 11.
SIZE BAR #4 #4
4� 1s 1105-17ALL 1,.`89P V14. 1F.C.T> IsTor-M pizAlkj r 1 o-n.
G SPACING 12" O.C. 13" O.C. t -rb t-A Al 11,e-0
callsp-parr iv-A0sryt
ag cTPw-Tute t-la- OiaoFmr) i-b -PA�4rnat4 r-"n
HORIZ. LENGTH 51-00 4'-3" pt4r f* -ro
?_4p) pe�. g:uTy of ��44& 4V40-91*04#4 31�4
SIZE BAR #5 #4
fop Wo e_*P,%nWKC.
er-Me T6045 A*30 'PO4etj
�p
H SPACING 141, O.C. 13" O.C.
HORIZ. LENGTH 51-091 4$-39' 40^ nptC,
__j &
OW01, 4
Ct
ROOF 17 EA. 15 EA. bY" Dot
A
M WALLS 16 EA. 16 EA.
t=
.Tt (--> 0dkr7 1K ATSOC;Aes
INVERT 17 EA. 15 EA. ESS/04� CITY
QR°FDESCRIPTION OF REVISION DATE
H 4 -5.5" 3 9_1 0 13, G �1/1 FI 1 11
Nor-
ohm
HI 2'-2.5" 1 CITY OF RANCHO CU10;&AMONGA
Uj rn
9 M
H2 4 -921 3 -1090 R.C.E. 29224
z Haven Avenue Street & Storm Drain Improvemen s
0
H3 2 -2 -15
V) 99 V " NOTES clo-
LIJ -1.5T V
z V 7'-5.5" 6 910 DOUBLE BEVELED PIPE SHALL BE F C 0 N 00"0 TE"ru'r Uo"Ar"WN N 0%T El E3 &
V1 2'-11" 2'-1.5" USED FOR ALL PIPE ALONG CURVES ff N
-MORENO= NON-CITY S'ANDARD DRAWINGS
V2 3'-81 3 -0
Oft
STORM DRAIN IMPROVEMENTS
NOTE REGARDING EXISTING UTILITIES �F
V3 4'-591 19-9.5"
APPROVED BY: DATE
1.52 CU YDS FT 0.87 CU YDS FT
> CONCRETE THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN Associates
ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. PROJECT BENCHMARK CITY ENGINEER R.C.E. No. 24953
CY STEEL 165 LBS _BS FT CIVIL ENGINEERS LAND SURVEYORS 19 -
DESIGN
RECOMMENDED
THE CONTRACTOR IS HEREBY NOTIFIED TO POTCITY OF RANCHO CUCAMONGA BENCHMARK NO. 10056:-HOLE ALL EXISTING UNDERGROUND 10271-B TRADEMARK STREff
UTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL DESCRIPTION: 2" BRASS DISK IN CONCRETE HEADWALL STAMPED RANCHO CUCMONCA CA 91730 GA
AND a kA CA t4e,r pcct
AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION ON THE STORM "CITY OF RANCHO CUCAMONGA BM 10056 1987" AT NORTHWEST PH (Wg)9814&* FXX (9W)941AMM
DRAIN. CORNER OF BASE LINE ROAD AND HAVEN AVENUE, AT EASTERLY END DRAWN SHEET
REINFORCED C 0 N C R ET E ��IB�110J�XA���D�I�LETI ,�All�11LL� & Associctfes
OF DRAINAGE CHANNEL WALL.
DGA 2 30
' OF
ELEVATION: 1317.780
r U
NO-TO-SCALE 777,tir__;�-, Pe- CHECKED 10271-B TRADEMARK STREET DRAWING No.
DANT E. Gina Dam CHECKED CUCAMONGA CALIFORNIA 91730
R.C.E EXP. W#07
CITY PH(W9)9874,406 FAX(W9)941-1528 -D
1885
PROJECT STeet No. 2 0f 51
. -
11I '
;t
T
PERFORATED TUBING BETWEEN WALLS SHALL BE INSTALLED ON TOP OF FOOTING LOWEST -- 7 �" I 11 11 I _� I . �. - --- �_- -- -- -- :, I----- - -� _ - - -- �- - _ - - -: �- � _ _
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...... .. .. ... .. .. . . _. ... :f.f�,# _ 1111 - , .. ..
T
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.-.. . . . . .. .. ... :-... ., t. .-. x ,.,,.,, ..%. ... -.. ._ 1111 .. x .. ... -. - ,
T I
. t .. - 1111,.#, (, 1111_., ,;... , , _ _. __
1 ;{,,.:, 4� 1. _
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1. - ... ... - .. . 1111 1111.. -;�, :A J,.: t [„ ,. _. .. _. _. - , , , �.-. 1-- ' I.- .�: _1 �_ 11.. _ 1111- ..- .. .. .. 1111..
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.. 6 p _ - .. 1111.
.. - , .«1111. _._. e t t i t i:tit, ; Y 9.f ,4 -.. I "I. 1111.. .. - .. -
I I I � ... - ,.-..,. .; 1111 .., n. rev. -'-, .. - 1111 .. _
1 ill I
.. F.. .., 4: ... . . , 1111 1111
.! 1 i ;1111 t{1.'.E::t. 1.:i.•. .., ,.- ., ., ;..i i ? ( (i;?.'t t`r u ... . - ,
f .I r°,..-f 1111 1 t,a, }:.r - ... .- .. . .. -. .. ., -
EXIST. WALL WITH BLOCKS I „_€ _ .iF.. . ..
EXIST. P.C.C. GUTTER
�+ ,. .. ., �. ::. , .
�irdt, �.�:: .fid ,. ,t%t � r,:., z { , .'<i.r::,. p._,.. _, _ +a.. ..
IN
-. .f •cr 1111.._. ,. -.. 1111. -. .. ..__ .- __+nom ..
OMITTED FOR DRAINAGE •;,i;,, i, f,, F.{ Y :<<�
_, il, -.:
t,. .7 } � iM . , �., l
: _-_
r s `
1111. ...„ ..... {.. .. t ..... 1111 1111 .._. N
- .. ,..- 1111. ..'i e.'' 7 3.. t - 1111___________
1", I.{.t„f.i.,.d .Y:i„e r ,.s,} t7 t Ij,..;. S.p.tt .. .. .. .. ... .. . `
... .. , ... .�`.».- ,p.
„ „ ,Ya`r,.';.t,•; F„ ,:::t . -e.:. .. .. ., - .;.,,.,,;,{ 1,...c e..P,,k:. .. ... -. /� C/ A .., .-. _ .. .. ., -._ 1111. . .,.-,. ..1111_...
93 _ a ,,,, ,y, ,Y t
PROPOSED X36 CATCH BASIN I q c., I 11 I
.1111 ... ... ,f { f'.If ,.$ .. .. - t1: (,:; 1 :i4.�"t, .. .. 11'' .. .. .. ..
p s
, 1111. < ,.. 1111 - -1111
.. 1111 1111, -. ,
.. ,. 1111 a. i„t ,',•._.�' ;.;z.'; ... - .... !. ..;.iir ,�.t,.,R ,t . - ... .. -. 1111 .- ...
WITH EXTENSIONS AND BOO I ;,, ,#<, { f, _..a..,f=
""
. ., i., s.. art.., __
1, a +,tt.a= ",f : ;i Q T
r,. . t.. i.-,,. .7 , Q% _ .
I 1.
AND STEEL PARKWAY GRATE PROPOSED P.C.C. LOCAL DEPRESSION _ „ , °,,' . __ ,: ,P o. .o
I ,,;•;, .
t.. .. ,. .. .. .
1111..1111 1111. 1111 ✓. ..,.✓.rS .,..�.:..;'f.., tr. .. , .. ... ...-. 1111 - ...
Qs ,
y, a; ." ... :,..� ,. .1 _. 1111 ..-- .. 1111... ... . 1111 ...... 1111 1111...
111 ., ..-.. t. .. .. -- . .. - .. - .,. , ...t..:. (��
d., t r • 1.1,11.-..P.,.,�, t. ... ,. .. ,. ...,A
... , .,, .. ... .., . ..1111.! a.,...d.. .tr.f,.l ,. - , ,
• k@@ t .l. I: t,t', .... 1111 _. t. <.,.1}111 F. }.0 .i l,�l. .. .. . 1111 - .. .. .... /y . ..
PEA GRAVEL � � i � L {
k,
'1Te�.;m.:.Zt ,...�. t ,iiti(, ,. t, ' €.#:. -
9f i - 1111 - :P. �...: , , . . .` .-... '.- .. .. _... .. ,. 1111,.
• . . . 1111 . Ill .:.fie: ,}..e. } ... : , ;.e.....1. .. .. .- ... -
92
,..,;i 7 ,t t{t; ,'c �t y, f: c .r.,i, ri } ... ., .. .. .. ...
•.
r, ... 1111.. .. .., 1111.. 1111... 1111.}.,,.`a.};.s.t�; i .. .. 1111 - , 'T( 1111 ... . ., .. ... ... , .. 1111. ..
1-1
-mi
• i.i«.. .•....._i...e .. . , -1111 .. .. t .Y' ° t -. .. .. .. Y , t.. ..1 1 5{,.., , .. , .. .-.�. ... _ .. ..
! r •• ._ 7 ?,�: t1 ;? i , .i, , .=e.tv,.. :, ..,;1„t. .1111. ... . ... - .
_ .. .»...,..� ,. � .. -. t t t 1111 ,.. :. .,� ` ,... - _. -.. , ,_,.. , . ,. 1111 1111.. 1111.
... . ...,.... 1111.. ..._ .. ..,. 1111.r ,. ,.i .. . .. .. 1111. 1111. 1111, ,. ...t.,,+,s.. -d„ i. ,. 1111 ,. .. ..
..�...::. •r,f.+, , »•j t.Jsk: 'i '.�iL)t_t,..f ?:�..'®.,.)s .,e .. - ... -
1 1 11 1. i.. I � 1111. 1111:,
1.8 p r.
3 ... 1.83 ,. . ,., , ,?; -;,k ,
>t S
- _. -
_ .
:. 1111 :
_. _ : ,.4 :{ �, I I :, k "' ,€ _�;t.k_� ... 1, ,,..�r: ...,..�. ._1_111._ ..._ _ 1111.._, _._.____ _.
i€I .,t., I.i' %f:I, .'i.:^t. 1111 ., .1111..,.1111... •.., 1111 .. ,..., 1111 .. - ... .- 4. 1111. .......... ... .. -.1111. -.��. ....'. 1111.. 1111 ... ...
: .. 1111 1111
. .. .. ,.:, .. 1111 1111.- .-... 1111 _.1111 1111.. 1111.. _.
1111 t ! d{._ t 7.F.Vt...E 6 it::. 1111, .. .. ;.. 1111 .. 1111 ., .. ... -. ..-... ... ... ..... _ . ... 1111 .. .
�� . P OPOSED MASONRY _
,r_ a�.:.
.1111. .. ..- _ .. ... -... ---. ,. ,r.,.t.t.l+, �{.�.u�:ai .. 1111 .. ..- _ �.. .- ., ,. .. .�.. 1111. ,.. .. .. ..- 1111.. ... _
RETAINING WALL ..c .i : .: ". , ,f;
ll
-... . ,. .. -.. 1111....-. 1111 . ... a. .. F,! ..v.-1111 .. .. _ - ..;...,.-.1111.. .. ..- .. .. -. ... .. - , .. .. .-
.. .. _ ..
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1111 ,- ., :.„ ... ,11 11., ....- .. ....r'.,l!.. .,. ,:, - .-... 11 11 ..- .. ., ... - 1 111.. _ .., .. .. .. 1 111 .. 1 1 11. . -.. ,_. .. -.. 11 11.. -71 -. 11 11. ..
CNS RUT 18.8 L. . 2 IA: _.0 NST UC 3 :25 -L.F. 1 -. .D A _ __ " . ._+ � .
. _ _- . ~-. _ ___
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_ - 4 , ''CONSTRUCT 24.81 L.F. 1 DIA.
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O THESE PLANS A E APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. v_ Co"
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THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND
011 r ,
,
_ ., ,,, .
UTITLITIE (WHETHER SHOWN O THESE PLANS O NOT) TO VERIFY HORIZONTAL �_ -I
AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION ON THE STORM
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- _^ _ -- -- DEICES
%- I 1 by: Dan Guerra do Associates
`-1240�
---.- q40
. . 1�_, , Al .. I
CONSTRUCTION NOTES'
w , .
- -----
PROVED
�g 34 - __ p�oFE s SC PI VII c
rff
5 INSTALL 48" DIA. R.C.P. STORM DRAIN, 3000-D. _ - ,
U)� _ _.
F RANCHO CUCAMONGA
: ' 'C>
,., F--.. r ` ��,4 11j G)`�'.,��Fye
= :
C . " I " I
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� 0
CITY 0
A - . - r
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9 INSTALL 24 DIA. R.C.P. STORM DRAIN, 2000-D. 11 1:
, , - ..
__;ll;_L__j__- ---(:Yt i v �. M
I � . , �� I 1. � 11 A .. . I I .
I 11
10 INSTALL 18" DIA. R.C.P. STORM DRAIN, 000-D. + :tr , -. II R.C.E. 29224
.
. o e e e
Street & Storm �°
.. . .« ., -
12 CONSTRUCT MANHOLE No. 2 PER CITY OF RANCHO CUCAMONGA STD. PLAN 319. _ , �. . , - n .
I I � --j,�r- ,_.
---Q-_--------
D'E"TAIL4 & LAT S'* y 1 & �
* .. . + = 1111 ..
NOTE `rl,,�T CIV 11.. ®�,�y�P
CL_
._
16 CONSTRUCT JUNCTION STRUCTURE No. 2 PER CITY OF RANCHO CUCAMONGA STD. PLAN 331Ilk I
�,� "11,� S' . 99V,299
.. _: .Q o� CA���
. - 11 � ,. . �.� < :: : . .. . ED PIPE SHALL E
DOUBLE BEVEL
" & U FE
I � _ aP GO STR GT 12.42 L.F. 2 DIA. USED FOR ALL PIPE ALONG CU VES 91- 1 99 TH'Kw-%'r 99L-499 T-%'w%to IF%I L I j%"'4
31 CONSTRUCT 1$ DIA. TEMPORARY C.M.P. CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 311. 0 1 IF lk 0.1 1.11 N
CO ST UC -�2 90 L4F 24' D A .. , .
1111 oc.P� .0 (2000-D)
39 CONSTRUCT BROOKS PRODUCTS 3636CB 36"x36" PRE-CAST CATCH BASIN (INCLUDING EXTENSIONS AND BOTTOM ,
- _
AS REQUIRED) WITH 3636 STEEL PARKWAY GRATE OR APPROVED EQUIVALENT. CONSTRUCT LOCAL DEPRESSION R.C.P. S.D 2 00 ;D I4-1%1 00% STORM DRAIN IMPROVEMENTS
AROUND BASIN. REFER TO DETAIL, SHEET . -- --
1 40 -- CONSTRUCT P.C.C. COLLAR PER CITY OF RANCHO CUCAMONGA STD. PLAN 329. Q
!r , I _ f ��
- m
1
I ENGINE - . . No. 24953
43 BREAK INTO AND CONNECT PROPOSED R.C.P. STORM DRAIN TO EXISTING CATCH BASIN. RE-CONTOUR CATCH BASIN _,_.� I I I I �, I es )
°
CIVIL ENGINEERS DSU ORS DESIGNRECOMMENDED
FLOOR TO DRAIN TO NEW PIPE. LAt rr r it CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10056:
MARK STFIEET
92 --- - �, VC01 6t4e,P40-Ck -_ OAD
--- INSTALL " DIA. HANCOR HEAVY DUTY TUBING PERFORATED ON TOP HALF ONLY, FULLY WRAPPED WITH SYNTHETIC LATO DESCRIPTION: 2" BRASS DISK IN CONCRETE HEADWALL STAMPED '10271-B
NCHO CUCAMONGA,GA, CA 91730 A
FILTER WRAP AND SURROUNDED BY 12"x12" MIN. PEA GRAVEL. "CITY OF RANCHO CUCAM®NCA BM 10056 1987 AT NORTHWEST PH (W9)987-4306 FAX (909)941-1628 DRAWN VASSOC" SHEET CORNER OF BASE LINE ROAD AND HAVEN AVENUE, AT EASTERLY END
93 INSTALL 3" RANCOR HEAVY DUTY TUBING, NON-PERFORATED, AND CONNECT TO STORM DRAIN AT LOCATION NOTED OF DRAINAGE CHANNEL WALLA
(TUBING SHALL CLEAR WALL FOOTING) PER CITY OF RANCHO CUCAMONGA STD. PLAN 333. OF
ELEVATION: 1317.780 ll • CHECKED 10271- T S DRAWING o.
RANI• E. G DATERANCHO CUCAMONGA CALIFORNIA 91730
R.C.E. 4 7 CITY PH( )9187 FAX(9W) 1-1528 1 885-D � 11
------- � l r I ------------ � �------------------L---------�--- I --- __ - I ____ I I ____ - - -
M I PROJECTeek No. 3 of 51 1
111012111111 xcmm=211= ...... ommm MEN=
PROJECT BENCHMARK-
r 1. A I L AL_O' %Pr-r%9-l^A 11 R�� I 0 CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10056:
*wimm""aff Y-+ Lk IVN NOTE*
PRI)R to START OF CON )NO AN DISCREPAt CY SHALL DESCRIPTION: 2" BRASS DISK IN CONCRETE HEADWALL STAMPED
-tol ...... ------- --- "CITY OF RANCHO CUCAMONGA BM 10056 1987 AT NORTHWEST
S1 A 74-05,00 C.L.- LINE NTION --N,'IN FR_E 9 I I DOUBLE BEVELED PIPE SHALL BE CORNER OF BASE LINE ROAD AND HAVEN AVENUE, AT EASTERLY END
BE BROUG�T TO THE ATTE OF U311 U3 __C_. MN I+M FT- USED FOR ALL PIPE ALONG CURVES
OF DRAINAGE CHANNEL WALL.
+t�.(0 q.L.I LINE- ELEVATION:Ile I-Ar
D F.S. OV ER,� PROI . H G La_ -,7
F S.1 OVER- ORO. S-D. NOTE REGARDING EXISTING UTILITIES n.11 Le' ITHE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN I pill AL I�AT I-I!Ml 1.j, PPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS 1, THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND
7 0`110 57J UTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL
A TIONS PRIOR TO BEGINNING CONSTRUCTION ON THE STORM
G.L. F.S. OVE R F ROF. S.D.IDRAIN.
.0.0�!!!!� P,C,
t1A :1171 1 I
CL-_%01 Z ICONSTRUCTION NOTES
I �q t:LL Al I CL [ME ; I I I I I I I I I I I7 V I I 1w I
CONSTRUCT 10.00' WIDE x 7.00' HIGH CAST-IN-PLACE R.C.B. PER STANDARD DETAIL, SHEET 2.
rol 001- z Z I2 EPRESSION, CASE "A", FOR EXISTING CATCH BASIN PER CITY OF RANCHO CUCAMONGA
STD. PLAN 307 AND DETAIL, SHEET 2.
L.L INSTALL 66" DIA. R.C.P. STORM DRAIN, 1400-D.
000"-I7 INSTALL 36" DIA. R.C.P. STORM DRAIN, 1750-D.
CL INSTALL 24" DIA. R.C.P. STORM DRAIN, 2000-D.
0 goo.4- REPAIR TRENCH PER CITY OF RANCHO CUCAMONGA STD. PLAN 120.
46,i CL_ LL + CONSTRUCT MANHOLE No. 3 PER CITY OF RANCHO CUCAMONGA STD. PLAN 320.lui CONSTRUCT MANHOLE No. 4 PER CITY OF RANCHO CUCAMONGA STD. PLAN 321.
3:to n M E to CONSTRUCT JUNCTION STRUCTURE No. 2 PER CITY OF RANCHO CUCAMONGA STD. PLAN 331.
L 3 I9� I. T -3 - 00_X 00 CONSTRUCT TRANSITION STRUCTURE No. 3 PER CITY OF RANCHO CUCAMONGA STD. PLAN 336.
ILA M _�_+z ____ ____:3 :2 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 300. SEE PLAN FOR "W" AND 'TV".
AA&C Z Aj Li Z e 7, 00' 1 CONSTRUCT LOCAL DEPRESSION, CASE "A", PER CITY OF RANCHO CUCAMONGA STD. PLAN 307.
a, +00 REMOVE EXISTING P.C.C./A.C. TRAPEZOIDAL CHANNEL.
ICOIN, IP- I Iz!Lj CPI REMOVE EXISTING R.C.P. STORM DRAIN.
4M I..L - - 0- 11L- I�_ _L I - a if (n C4 C6 1 11 I BACKFILL EXISTING P.C.C. BOX CULVERT WITH SLURRY AND CONSTRUCT BULKHEAD AT ENDS.
M111- r%ik LIT"Ll, r% AM LO -in A-ak _;;!� -l_^lQTw__M1 L11M. cq,.+ A L6J CONSTRUCT PIPE CLOSURE TYPE "A" PER S.B.C.F.C.D. STD. PLAT S.P. 176.
+AV t4') R.C.P. S.D. LATERAL TO EXISTING S.D. LATERAL. CONSTRUCT P.C.C. COLLAR PER CITY
E. STORM DRA :NTS z w) :xz GA STD. PLAN 329.
CY Uj(a LLj Li 4__1879 Q f /=2 .5�PROFILE SCALES: > ---------- Ff INSTALL STANDARD PRESSURE MANHOLE SHAFT, FRAME AND COVER PER L.A.C.F.C.D. STD. DWGS. 2-D197
IAND 2-D21 0.
COkSTRUCT - 3� _L.F R..C.P. S.D. IHORIZ. 1 99=409 cn 624. 110, 8"I 'DI) _':1 Z4O-E VERT. 1 99=49 40- CONSTRUCT P.C.C. COLLAR PER CITY OF RANCHO CUCAMONGA STD. PLAN 329.
- Q=2020.0 C.f S CONSTRUCT COMPRESSIBLE BLANKET PROTECTION FOR PIPES PER CITY OF RANCHO CUCAMONGA STD. PLAN 340.
31 32 V=31.75 f.p.s. 34 35 A 36 37 38 39 40 T FOR CONDUIT ACROSS TRENCH PER CITY OF RANCHO CUCAMONGA STD. PLAN 339.
CONSTRUCT 86.44 L.F. 108" DIA. R.C.P. S.D. (1400-D) CONSTRUCT 40.33 L.F. 108" DIA. R.C.P. STORM DRAIN (11 400-D 33 (I" ADDITION4Li ICOVER: 0 ER REBAR INSIDE PIPE REO'D)(Ill ADDITIO R EBAR INSIDE PIPk�RIEWD)' CONSTRUCT 10' WIDE x 7' HIGH PRE-CAST R.C.B. PER STANDARD DETAIL, SHEET 2.
40
co 0 INSTALL 108" DIA. R.C.P. STORM DRAIN, 1400-D.
C PROPOSED IRIGHT TURN LANE, SEE BASE LINE ROADITREET.-I IMPROVEMENT PLANS IPROPOS' D_ BUS-BAY, SEE BASE LINE�`,POAD ff $TREET,,,:l MPROVEM ENT PLANS �2 ,�� CONSTRUCT TRANSITION STRUCTURE No. 1 (MODIFIED TO TRANSITION FROM 108" DIA. R.C.P. TO 10' x 7' R.C.B.
E
LO 8" DIA. R.C.P.) PER CITY OF RANCHO CUCAMONGA STD. PLAN 34. REFER TO REINFORCED CONCRETE
C=) NORTH BOX DETAIL ON SHEET 2 FOR STEEL AND CONCRETE SPECIFICATIONS AND PLACEMENT.
Lo P4')LLJ CL: :Z_714,>8+85,8&,.,C.L. BASE LINE ,F M
Sta. 9+07,89 C.L� BASIE'. :iLINE R 1 =40'
Sta�, ZD __j 47.01' Rt., LOC.' TIE EXIST�G TB. C;d M 6�00" Lf., LOC'.', TIE, C.B. La W-28.00 V=5" p-`4:z(W=211.00',�,-V` 6'±) 9 (3 ce X 9+0T.89 C.L. BASE,,1INE- RD' "1+ _00 L S.D f Ll 23 -C, NE �Sta 29� C>t M LO CD 33.08" Lt LOC. TIE.ift)(IST. C.B:.";, C)EIN D, 66"O R.C-1P U 00 ot LO 0 ICr 11')4.'00%, V#6 ±) L) �C; C)0 -------CL� U_Sta. I+1 9'._0 0 C.L.,e,S.D. LINE "B999 B.C-1 < + + +3:
ob 190 _C, LO Lr)z BEG. 6 6 I (D _j U 0 r-A. 160.80.16,/C.L. HAVEN AVE.j�LLJ ST 8.00' Lt.LLJ C)W U> Sta.�-33+83,.�'04 C1. S.D. LINE 9"H99< __0A V)
wSTA. 159+13.10 C.L. HAVEN AVE., 8.00' Lf. 6 - . 0 ,,
V) t:z I = in z:LAT Ld H-23' "'STA., PT. J.S. #2; A=90%Ld Sta'. 'EQ. 32+12-.00-'-C.L�-S.D��.�11 MEL "9H 19 BACK I9 En Uj 30 3 0O$> -3699 C-�LINE H , AHE Sta. 32+15.92-C.L.Cn 30 C)
.. ........'P. S.D JOIN EXISTING 108 0 R win' a
L5 27 R/ 0 R/W 2 7- C)
I6 PROPOSE D---_C URB'_4__��GUTTER___ Ql
+ 7 6 Itfib"N LINE 27 ILO
4D .......... 26 BERM-/4
50 50 4 40_00 50 11 Li
EXISTING 108" DIA. 14 1 51 16 La
R.C.P. STORM DRAIN 2
EXIST. MEDIAN ISLAND—--, V)
...........................EXISTING MEDIAN ISLAND .................EXIST. SEWER LINE,:�, IC/) IEXIST. SEWER LINES C/) -4-9�S REDESIGNED LINE "H (VERTICAL) AND RESIZED PORTIONS OF LINE "H
------ ---------------------------------------------------------------------------------------------------------------
- - -- - ------ ---- ------- - - ------ TO 108" R.C.P. by. Dan Guerra & Associates A REALIGNED LINE "H" (HORIZ. & VERTICAL) AND RESIZED PORTIONS OF
-i-2-!!w-4 - ------- - -------------------------------------------- -- -- -------- ...........i)j > LINE "H" TO 108" R.C.P. by. Dori,,Guerra & Associates---------------------co > 0 I -BAY RIGHT TURN LANE IST. BUS> CITY
Cn ............-F ESSIO4�
�F................. ......... DESCRIPTION OF REVISION DATE APPROVED
I> R/W t ICyW CITY OF RANCHO CUCAMONGA
R.C.E. 292
0 0 (n__j C) oo� Haven Avenue Street & Storm Dra'n Improvements
00 CD. -1;1 C)Co ICD1 :z CID I0
--H c;i Lj CL 00 00 CIVI\-
oS ;z�' OF CMY LINE 99H99
AVEN M 1 VENUE
LO> C) IUVEN AVENUE
:z tIIUj in >V) > > Vi> C)-t V) 0 V) CC60 C) ISta. 32+15.93 to Sta. 40+00
in j! LO ++ 0 t4eera
C3;:z y. DAT M C:) j--: 0 0 LO IICD �Lo ir Cn C4 LO Ir - tI & ssociates CM C9 * "C9 0i, 'PR L(i (O+ C� 0 CITY ENGINEER R.C.E. No. 24953
CIVIL ENGINEERS LAND SURVEYORS DESIGN
V) w Q0+ to:25-!.00 Co +iRALPH'S Lo + .......... 10271-B TRADEMARK MEET
3F C:) + DWI 6t4errCi
DGA
LO RANCHO CUCAMONGA, CA 91730
SHOP'lING CENTER....... -43W FAX (909)941-1528
C) SH T
ItDRAWN
JI 0 IIIssociates 4
V) PH (9D9)987
:z Cn DGA_6 O. - 10271-B TRADEMARK STREET
T
<14> Ir
08 OF 30
51 DRAWING No.
DATE
RANCHO CUCAMONGA CALIFORNIA 91730
DAN L E GUERRA
A R.C. 29224 EXP. W407 PH(909)987-4306 FAX(909)941-1528 1885-D
T+RC T I IST 34 C. I C), F O:T E:7R I
I6 PROJECT Sheet No. 4 of 51
MMMIM MM EMMM Emmin iiii MMM Mww mismim EMMEqEMMM mmmm moomm mmmm mmmm IMMM Mmm mmmm OMEN=NNOMM MINNIN MWIN M�WMEM MEMM CC== affizzlowamm
mmmmmmgmmmm=m7m'iFmo7mmmmmmmmmmmmmmmm mmffl`mmN`mmm`_____ _7_7-_
0 AC TO 7 4 PROJECT BENCHMARK
1%.. OWIR VERIIFY HORTZAT)CI" NATT A
00�M%M:Y,M.6 CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10056:
F T NOTE: NCRETE HEADWALL STAMPED
"CITY OF RANCHO CUCAMONGA BM 10056 1987" AT NORTHWEST
DOUBLE BEVELED PIPE SHALL BE
t 4
7,
31, DESCRIPTION: 2" BRASS DISK IN CO
E EROL 3H TO THE ATTENTION,
CORNER OF BASE LINE ROAD AND HAVEN AVENUE, AT EASTERLY END
OF DRAINAGE CHANNEL WALL.
RON S USED FOR ALL PIPE ALONG CURVES
t T &
ELEVATION: 1 .780
T
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t it
OVIER� �PRQP. -SLL D,
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V1, 4171 , , ,I I I I I I I -
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NOTE REGARDING EXisrING UTILITIES
t'I cV
Opp V
_f 11 1.1 - . ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS.
THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN
T
cn
THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND
did
goo L
co
UTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL
b aw
AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION ON THE STORM
J V
717 DRAIN.
717
7
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H."G Liti
CONSTRUCT 10.00' WIDE x 7.00" HIGH CAST-IN-PLACE R.C.B. PER STANDARD DETAIL, SHEET 2.
Ic _T
74 L. LINE ,
H
(5�- INSTALL 48- DIA. R.C.P. STORM DRAIN, 3000-D.
470:
INSTALL 24" DIA. R.C.P. STORM DRAIN, 2000-D.
I AT _K A 1'_
....... INSTALL 18" DIA. R.C.P. STORM DRAIN,3000-D.
0
REPAIR TRENCH PER CITY OF RANCHO CUCAMONGA STD. PLAN 120.
M
CONSTRUCT MANHOLE No. 2 PER CITY OF RANCHO CUCAMONGA STD. PLAN 320.
-.00 LLI
z 0 A 0, CONSTRUCT MANHOLE No. 3 PER CITY OF RANCHO CUCAMONGA STD. PLAN 321.
LAJ CONSTRUCT JUNCTION STRUCTURE No. 1 PER CITY OF RANCHO CUCAMONGA STD. PLAN 330.
OY
V)
.00-010
2.-
8 CONSTRUCT JUNCTION STRUCTURE No. 4 PER CITY OF RANCHO CUCAMONGA STD. PLAN 333.
lot LL Uj CONSTRUCT TRANSITION STRUCTURE No. 1 PER CITY OF RANCHO CUCAMONGA STD. PLAN 334.
+ CONSTRUCT TRANSITION STRUCTURE No. 3 PER CITY OF RANCHO CUCAMONGA STD. PLAN 336.
7
_.di 4 Ln
REMOVE EXISTING R.C.P./C.M.P. STORM DRAIN.
c; CONSTRUCT 18" DIA. TEMPORARY C.M.P. CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 311.
REMOVE INTERFERING PORTIONS OF EXISTING 48- R.C.P. S.D. AND PLUG INLET TO EXISTING lO'x7' R.C.B. STORM
77 DRAIN WITH PIPE CLOSURE PER S.B.C.F.C.D. STD. PLAT 176.
:z
C)
CONSTRUCT BROOKS PRODUCTS 3636CB 36 X36 PRE-CAST CATCH BASIN WITH 3636 STEEL PARKWAY GRATE OR
APPROVED EQUIVALENT.
0
CONSTRUCT P.C.C. COLLAR PER CITY OF RANCHO CUCAMONGA STD. PLAN 329.
LO -,w)
REMOVE INTERFERING PORTIONS OF EXISTING 18" R.C.P. S.D. AND PLUG INLET TO EXISTING 10'x7' R.C,B. S
DRAIN WITH PIPE CLOSURE PER S.B.C.F.C.D. STD. PLAT 176.
C) J , 'AE NS IDE, Pip ':iR EWD,�),
PROFILE SCALES: ' .+ 3;,, :� �i
DITIONAL.-MVER',' ER RMAR .INSIDE,
E� _S C,B 50 INSTALL 108" DIA. R.C.P. STORM DRAIN, 1400-D.
C.1P,: S,D -D) T.S-.:N'-TRUCT':68",it4 LJ, 108" ii, it T .59, 7. 0
HORIZ. 1 =40'
S
.1 1 1 "1 ...I, . I_ _ 1 =jL �V=24.9
-V=29 4
VERT. 1 =49
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13
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...... A=60*
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-D
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PER DWG. 1486 LATERALS
Li
Lj La SCALE: 1"=20'
EXIST. MEDIAN ISLAND EXIST. 30 0 C.M.
S
.....------
PIPE CURVE DATA:
-----------------
61 R=22.50'
MEDIAN ISLAND .5 5� co ---------+5tt z L=45*00'00"
LU EXIST. SEWER LINES.,
EXIST. SEWER LINE
L=17.67'
La
K:M
8'SG EXIST. 4870 R.C.P. S.D. UJI 6_2�-R=22.50'
------------------- ----- PER DWG. 1152-D V)
-
----------- ------------------------------- ---- - - A=29"`12'04"
L=11.47'
ORTIONS
A
17=1
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REALIGNED LINES "H & "L" (HORIZ. & VERTICAL) AND RESIZED P
- ......
CO I "-I-"I ....... P B-- rra & Associates
4- ----------
--------------- --- --------------
-EXIST. CURB & GUTTER
7-77777777-- -- Z1_\OF LINE "H" TO 108" R.C.P. by: Dan Gue
�CURBr&_GIL
CITY
ikj SS/0
'E DESCRIPTION OF REVISION DATE
on ow m am No 1 0 1111111 wdi NNW=*= 1111101 so win win
an
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CITY OF RANCIMIM0 CUCAMomGA
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R.C.E. 29224
LU
Haven Avenue Street & Storm Drain Improvements
a- u
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00...........
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33'
K NU K"'ARE
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40'
40
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11'__�__32' 32
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C)
co
APPROVED BY: DATE
C)
R.C.E.
Assodcifes
V NO CITY ENGINEER—', No. 24953
BLUIUKH"TER CIVIL ENGINEERS LAND SURMORS
DESIGN
10271-B TRADEMARK S7REEr
RANCM CUCAMONGA� CA 917M
DGA CM
V CA L4 e,P&iAci
PH ")9674= FAX (ON)NII-1101
DRAWN HE T
S
&
Assoc'cife
;A4
DGA
5
OF 30
CHECKED 10271-B TRADEMARK STREET DRAWING No.
=777=7=
E
DAN I- G
DAIE RANCHO CUCAMONGA CALIFORNIA 91730
UERRA
R.C.E. EXP. 03-31 PH(909)987-4306 FAX(909)941-1528 1 885-D
PROJECT Sheet No. 5 of 51
M=w==OMEN== EMEM Emw M==EMMM emmm EMMM MEN=MEN=mom=
h;�
`0 7m 77
4, 'ONTRADTOR 30-VERIFf HDRIZON-AL & \ERTICA1:10CATION CT BENCHMARK
C
ITY OF RANCHO CUCAMONGA BENCHMARK NO. 10056:
"CITY OF RANCHO CUCAMONGA BM 10056 1987" AT NORTHWEST
DOUBLE BEVELED PIPE SHALL BE
ic, ," , 5 1
rlT #11�N I I - ,-1 -, .I.I 1 11,I I�, I I , A I I I I � I \ 1 11 1 1., , , i .I CORNER OF BASE LINE ROAD AND HAVEN AVENUE, AT EASTERLY END
E_ TO THE' k T I I "HUENGINEER.:1, NOTE:
rA T __)F _ — I -—.--T— 1_7____- I I- I - — - -- , , . I I lll'�'_,�__, _FE H DESCRIPTION: 2" BRASS DISK IN CONCRETE HEADWALL STAMPED
ttl +T_l_
USED FOR ALL PIPE ALONG CURVES OF DRAINAGE CHANNEL WALL.
C:i L AN.HOLE, ':SliAFr
M
�y ELEVATION: 1317.780
KIM'
r b, U V c K r Kvr a,U."
k-z'
Aa_ 0
4
y-,
/c,
r
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7
P Lij,
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4
L-4 PaIlTlN, I
IF.S -,OYER-- S.D.: j 1 ll;�
At
-7 .--3- 7 THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN
Al-I
ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS.
0� 7�_ j:9
17
t
0A
THE CONTRACTOR IS HEREBY NOTIFIE) TO POTHOLE ALL EXISTING UNDERGROUND
co
UTITLITI
ES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL
AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION ON THE STORM
J' J�
DRAIN.
J
.4 7a
FiS i OVER'l-EXIST. Sl.D,'L*'
�6.
7
CONSTRUCTION NOTES
3 INSTALL 102" DIA. R.C.P. STORM DRAIN, 1200-D (11" ADDITIONAL COVER OVER REBAR INSIDE PIPE REQUIRED).
01�
S.
A
A Aft REPAIR TRENCH PER CITY OF RANCHO CUCAMONGA STD. PLAN 120.
7 -------
7
CONSTRUCT TRANSITION STRUCTURE No. I PER CITY OF RANCHO CUCAMONGA STD. PLAN 334.
7t 0000
iREMOVE EXISTING P.C.C./A.C. TRAPEZOIDAL CHANNEL.
A. REMOVE EXISTING P.C.C. SLAB.
a
REMOVE EXISTING P.C.C. HEADWALL AND JOIN EXISTING R.C.B. WITH PROPOSED S.D.
La
NGA STD. PLAN 323-A.
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PROFILE SCALES-
P,, :S.[
TV'S, CONISTRUCT. 373.00 L.Fi 2".,r DIA. R60 16 200-D
X-_7'?
HORIZ. 1 =40 EY ISTI NIG'-�_462"00, L'F ROC.B*
L
M:5—C S 4". 57T_P
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Q E17 40'. C.
VERT. 1 4 49 50 51 5 53 54 55 56 57 58
-STREET---------
N 0 R TH
............. .........
................
--------- ion
an am I Mo 1 11,111 Ill am
io
1 =40'
Sta. 180+56.11 C-il. AVEN AVE., 35.00' Lt.
Pff AX
Sta,. 53+60.11 i C-,,.L. S.D� LINE "H", END
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Cb* C _EXIS . 1.0" x 7 C.Bj, BEG. T.S. #1
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00
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EXIST. 1 O'x7' R.C.B. S.D. PER DWG. 1486-QllzlN
............ +
PER DWG. 1485,77LD_
cq
8
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N.0*1,
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3
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EXIST. C. & G. EXIST. C. & G..'��
0P
1 19
N.O*1 7'58E. SECTION LINE
18-0 N.0*1 7'58"E 33 SECTION LINE
76 177
LWLJ T 178 179 182 183 184
Lj Sta. 5345.00 C.L. S.D. LINE "H EXIST. MEDIAN ISLAND-z-,
EXISTING MEDIAN ISLAND C.L. M.H. SHAFT
..............
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4,
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U)
EXIST. CURB & GUTTER
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PB
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61A >
77 0 -
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2
on an gn am
Mw un an an IST aw R gn go ESS/O/,V _CITY
DESCRIPTION OF REVISION DATE
APPROVED
03"40' E.
.00,
WLj
/W 1 7R E. C
R/
0OVEMENTS
OF
AND-PROJE
MEDIAN ISL Lu
M
N.00 17'58 E. CITY OF RANCHO CUCAMONGA
...... C4
R.C.E. 29224
---- -------
Haven Avenue Street & Storm Drain Improvements
c IV t�_
OF' Ck
F CiN
I N H
�HIA&PV ENUE,
TT
HAVEN AVENUE
Sta. 49+00 to Sta. 57+50
van t4epita
APPROVED BY:
DATE Associafes
CITY ENGINEER R.C.E. No. 24953
RECOM
CIVIL ENGINEERS LAND SURVUORS
---- -- - DESIGN
MENDED
-------------
RANCHO CUCAMONGA, CA 91730
10271-B TRADEMARK STREET
cm 6L4ewp&ci
DGA
PH (9W)987-43M FAX (909)941-1628
DRAWN SHEET
S
sso6cife-
DGA
OF
10271-B TRADEMARK STREET
CHETT10
CKED DRAWING No.
DAN E. 6UERM DAT?� RANCHO CUCAMONGA CALIFORNIA 91730
TmwmFN0TF.
n r)T AuV
T T
R.C. 29224 E*XP. 1-07 PH(909)98743M FAX(9W)941-1628 1 E185-D
No. 6 of 51
PROJECT BENCHMARK.
CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10056:
X
U
N^TE*
& �Ac V)* DESCRIPTION: 2" BRASS DISK IN CONCRETE HEADWALL STAMPED
"CITY OF RANCHO CUCAMONGA BM 10056 1987" AT NORTHWEST
DOUBLE BEVELED PIPE SHALL BE
CORNER OF BASE LINE ROAD AND HAVEN AVENUE, AT EASTERLY END
''T USED FOR ALL PIPE ALONG CURVES
OF DRAINAGE CHANNEL WALL.
ELEVATION: 1317.780
k
t
(c
cr.
AV
44
FIN --I
<
U6
S.,
L( R T Rup 5. uvl�1( 'lalRult'. j.ul.
k�
V) ' IN % EMSTIN"lb` "TILITIES
TE RE'Ag"
LAJ
j
F S. 'OV�tk- 15ROI 3 D'. THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN
Lai
L4
............. 11110 '1
4%.
V) ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS.
,9
4 63.93 n
Al THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND
UTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL
AND VERTICAL LOCATIONS PRIOR TO, BEGINNING CONSTRUCTION ON THE STORM
00
T L DRAIN.
:", 9-
K
U)
0
oop-,
L.
CONSTRUCTION NOTES
ce
M H
INSTALL 102" DIA. R.C.P. STORM DRAIN, 1200-D (1" ADDITIONAL COVER OVER REBAR INSIDE PIPE REQU RED).
INSTALL 48" DIA. R.C.P. STORM DRAIN, ?400-D.
1,0 U-
Lj REPAIR TRENCH PER CITY OF RANCHO CUCAMONGA'STD. PLAN 120.
z
CONSTRUCT MANHOLE No. 4 PER CITY OF RANCHO CUCAMONGA STD. PLAN 321.
dam"
REMOVE EXISTING P.C.C./A.C. TRAPEZOIDAL CHANNEL OR P.C.C. BOX CULVERT.
-AAA-'
CONSTRUCT PIPE CLOSURE TYPE "A PER S.B.C.F.C.D. STD. PLAT S.P. 176.
L z
00 rl
7
CD
+ >
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ADDIT ONAL COVEl"rM
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(11 �DDIION�L,,
AZ S Di- P E,REQUIRED)
OVER OVE R-R---B I I IP
PROFILE SCALES- D
HORIZ. 1 =40' �K U-fool I*
VERT. 1 =49
no
58 59 0 61 62 63 64 65 66 67
7 7 ..........
r NORTH
ME
R-Et
.............
W V)
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=40'
Ui
0) c)
FUTURK VICTORIA
+
co'.
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LO --------
3 Uj
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26
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R/W R 1W V)z R/W
LO
N.O*17$58"
+
3 1
+
C4
LO
777
L0
C> 00
EXIST. A.C. BERM
5 L6
SECTION LINE ER 6
SECTION LINE
T8 6 187
185 188 N.O*I 7'58"E.29 189 190
191 192
193
Ld
La
EXISTING MEDIAN ISLAND LLI
EXIST. MEDIAN ISLAND
LLJ
3:
V)
V)
cn
LLJ
EXIST. SEWER LINE
LAJ
EXIST. SEWER LINE
---------- LAJ
E X I S T.((t-UR B -k—G U T—TERR-
-----
........
--------------------------------------------------------------------------------
9 1.C.V:, -—----------
- EXIST. CURB & GufTER'
-- ------ --------- ...............
...... ------- -------- 6y- r,>,o
- --------11-1.------ n 6wy-rc Ass-ocia�es
an go M wa no-on no
swommumm am I=
S/0
DESCRIPTION OF REVISION
/W
N.0*03'40.97L,
ROVED
DATE
R/W APP
R I �,f I-
me so
E.
Sta. i'85'�W�51 AVEN AVE.
C.L. IMPROVrM'ENTS OF
sta. 10+09.00 MEDIAN ISLAND PROJECT
CA;-.!VICTORIA--STO'
C,4
Lj
N
.0*17'58"E.
M
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CITY OF It HO CUCAMONGA
rq. x
LLJ
R,C.E. 29224
Haven Avenue Street & Storm Drain Improvements
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LO cl lk-
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A AV
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Sta. 67+00
Sta. 57+50 to
cn 40
V CA t4e,ITC1
DATE
APPROVED BY:
CD
C3
& .Associafes
CITY ENGINEER 24953
R.C.E. No.
co
CIVIL ENGINEERS LAND SURVEYORS
C4 DESIGN
+
10271-B TWEMMK STREU
RANCHO CUCAMONGA, CA 91730
DGA ct PA Ci t4eepta
F" (W9)987-4,V6 FAX (909)941-1528
DRAWN
SHEET
Associcife-s
(n DGA
OF—OU
10271-B TRADEMARK STREET
CHECKED
ILL E. GUEI:0A DATE RANCHO CUCAMONGA CALIFORNIA 91730 DRAWING No.
29224 EXP. -07
77 7 7 7=
LLEV
'3D]S.
....... PH(909)987-43M FAX(909)941-1528 1 885-D
DANf
PROJECT Sheet No. 7 of 51
----------------
MEMM MMMM MMMMEMMM=MEW MENEM 1MMMMM MEM 11110 MMMMMM 10MEN0111 MMMMME W�M=
T_ 7 :T�:17 i:��
V 1 IT. 7 7:V n ly.T -yl- T.� v1:17 :I , .. .A.. _ - � ly -1:1 � . -
:Ij x 7A Ap
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7 11 7-7- �77�� __�Ii LnK_7-I I.I+ 7�12 ��77 -i 77nl n ""7--j �.n
n Z7. �1 17:ny 1:1 7-7.7 117 1 17 7"41) Cq: 'n': I
T_i, I I i CITY OF RANCHO CI,JCAMONGA, BENCHMARK NO. 10056:
-MQR- R1z 1EzA 100111 i1131 031 DILL 00 Ell S b 411 A A-..L M110H C 00EIL
N 0 T E oe
RIM=: V$
+ p
717777"Aj-, 777-
77, 'V�n'. �'i i'-z.'17 A''
CORNER OF BASE LINE ROAD AND HAVEN AVENUE, AT EASTERLY END
7 -7-7-717-77-7.7 77 7777 7,777"'77-777 7-777 777".7"'777-7,777 "CITY OF RANCHO CUCAMONGA BM 10056 1987" AT NORTHWEST
77 771 lf�1�7 ',,O_'
gw�
DOUBLE BEVELED PIPE SHALL BE
141 7A Gi
Y� . 0CjDRWUGkT' "O'l ION �"EPNG,IMtER1_ DESCFAPTION: 2" BRASS DISK IN CONCRETE HEADWALL STAMPED
---------------------- A
77-7-,-'7'7,7:7'7-
T NCO 77-in, _n: A AN N L WALL.
TZ7 77-1
777
e A: V n n:-1"� nii_: _O1 11A 77: V nil n
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An v n;VA 7� I
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n
n �7:1LI-77 1:' 'n'
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V:
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lcff� 1.1.1.11.1 1 11 1 11-1. 11 1.111, -11 1-1 1 �- 1- -
A-_ 1 .111. 1 - -11 1 .1. :: � :�_:'�'' �I.:':
4-- �14
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- �n:.: i t"E"Ag"'INO' EX10""TIN" UTILITIES1
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ln ' A '
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P,
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7:'
- �s_±i H. __�I -I I'll, p oo I '�'r
�Ld 64�
All
Y5
ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS.
A,-I
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7, 7
7
��,CVER':'PROPl n:�o o
t
777--4- ev 77 7"77'7777 77-7 7� THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTIN UNDERGROUND
7+777-77 77-7-77- 7- r_ 7777
I sk,
UTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL
q n__: AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION ON THE STORM
-:nf nji _1,�.q,D:: -1� Q; 1-. -A,� /Ij,
DRAIN.
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INSTALL 102- DIA. R.C.P. STORM DRAIN, 1200-D (11" ADDITIONAL COVER OVER REBAR INSIDE MPE REQUIRED).
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LEI A
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T' < 7 INSTALL 33 DIA. R.C.P. STORM DRAIN, 1500-D.
4.
No
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H.
NE
AV
001�At-
7-77 7-- _7_'_ 7-77- 77-- 7- 7 777- -77-,-7-7. CL7 77-7-7
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7 0 'Z: INSTALL 24" DIA. R.C.P. STORM DRAIN, 2000-D.
0,110000,10
<9>
got,
i. 'n' n, T i n, T
---- REPAIR TRENCH PER CITY OF RANCHO CUCAMONGA STY PLAN 120.
!"�tl Qhm IV :1. 1 1, !�T�jjj�
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A
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1041!7t Ins JF- A CONSTRUCT MANHOLE No. 3 PER CITY OF RANCHO CUCAMONGA STY PLAN 320.
L"L 77,- 'n I
0 i. 7
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'00
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n 71
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71 p
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T i'."
T 7 nit 7 1 '1 i i_
.97
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7 La 1 1
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REMOVE EXISTING R.C.P./C.M.P. STORM DRAIN.
"d, (271
n. ........0 7
0
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j:�/(b An-
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71171� 1��n VIT Ll
'7 (20 E TYPE "A" PER S.B.C.F.C.D. STY PLAT S.P. 176.
n:n 1�1-�nn�1 7,
.11A
7 1 1 n 'i n
n 7�1 n. q .........
7777-
+ n
00 *7� n n 30 R.C.P. S.D. LATERAL TO EXISTING S.D. LATERAL. CONSTRUCT P.C.C. COLLAR PER CITY OF
77 An 00. 1
Q2�
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, ol ac)o -11 111.1 CITY ENGINEER-------
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> )0 +zr 00 r 000OLL, z Uj Pq)-M-- —-.-__—___________ __________—.--__—z:+ _j 00,-67 ------- ------>:z LA 4b a r—+0') CONSTRUCT , 7 F. R C.P. S D. (3000-1))0-1)) qSTRucT 2! 2.47 Lf. 8" DIA., R.C.P. .D. (300)-D)
CONST RUCT 252.08 F. 6091 DIA. R.C.F. -S.D. '20(+ co,
!27= 1=7`C) .:z PROFILE SCALES- L HORIZ. 1 =409_TT_ RT. 1 99=49 CONSTRUCTION NOTES CITY OF RANCHO CUCAMONGA
CONSTRUCT 10' WIDE x 7' HIGH CAST-IN-PLACE R.C.B. PER STANDARD DETAIL, SHEET 2. T 8.50' WIDE x 6' HIGH PRE-CAST R.C.B. PER STANDARD DETAIL, SHEET 2. Dan verra
0—NOTE REGARDING EXISTING UTILITIES ESS/O
INSTALL 48" DIA. R.C.P. STORM DRAIN, 3000-D. Haven Avenue Street & Storm Drain Improvements
INSTALL 54" DIA. R.C.P. STORM DRAIN, 1200-D. & Associaies
E. C THE LOCATION (HORIZONTAL VERTICAL) AND EXISTENCE OF UTILITIES SHOWN (6'�-- INSTALL 36" DIA. R.C.P. STORM DRAIN, 1750-D. CIVIL ENGINEERS LAND SURVEYORS INSTALL 21 DIA. R.C.P. STORM DRAIN, 2000-D.APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. INSTALL 24" DIA. R.C.P. STORM DRAIN, 2000-D. 10271-B TRADEMARK STREET Line L Profi' le
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RANCHO CUCAMONGA, CA 91730
THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND REMOVE EXISTING R.C.P, AND REPAIR OR RECONSTRUCT WALL OF EXISTING CATCH BASIN TO R.C.E. 29224 PH (909)9874306 FAX (909)941-1528
THE SATISFACTION OF THE CITY INSPECTOR.
UTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL CONSTRUCT MANHOLE No. 2 PER CITY OF RANCHO CUCAMONGA STD. PLAN 319.TIONS PRIOR TO BEGINNING CONSTRUCTION ON THE STORM & Lateral Prof " Ies
BREAK INTO AND CONNECT PROPOSED R.C.P. STORM DRAIN TO EXISTING CATCH BASIN. RE-CONTOUR CATCH DRAIN. CONSTRUCT MANHOLE No. 4 PER CITY OF RANCHO CUCAMONGA STD. PLAN 321. BASIN FLOOR TO DRAIN TO NEW PIPE. CIV I\-
OF CA, IE CONSTRUCT JUNCTION STRUCTURE No. 1 PER CITY OF RANCHO CUCAMONGA STD. PLAN 330. DAN APPROVED BY 5
e__ CONSTRUCT CATCH BASIN WITH GRATING PER CITY OF RANCHO CUCAMONGA STD. PLAN 302. W=27.33' V=6.00. RRA 03A)-07 DATE CONSTRUCT JUNCTION STRUCTURE No. 2 PER CITY OF RANCHO CUCAMONGA STD. PLAN 331. /--% CITY ENGINEER R.C.E. No. 24953 INSTALL 60" DIA. R.C.P, STORM DRAIN, 2000-D. A ......DESIGN
PROJECT BENCHMARK: CONSTRUCT JUNCTION STRUCTURE No. 3 PER CITY OF RANCHO CUCAMONGA STD. PLAN 332. CONSTRUCT I O' WIDE x 7' HIGH PRE-CAST R.C.B. PER STANDARD DETAIL, SHEET 2.Q!�_ DGA DC1 n t4 e,1A lAct CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10056: REVISED LATS. "H-lsp & 99H-299 OrA 11 DESCRIPTION: 2" BRASS DISK IN CONCRETE HEADWALL STAMPED NOTE, CONSTRUCT JUNCTION STRUCTURE No. 4 PER CITY OF RANCHO CUCAMONGA STD. PLAN 333. INSTALL 108" DIA. R.C.P. STORM DRAIN, 1400-D. A I by.- Dan Guerra & Asso lates 4-20-OC DRAWN & Asocicife.5 T
"CITY OF RANCHO CUCAMONGA BM 10056 1987" AT NORTHWEST DOUBLE BEVELED PIPE SHALL BE REMOVE EXISTING R.C.P./C.M.P. STORM DRAIN. REVISED LAT. "H-2" AND LINE-L PROFILES 10
CORNER OF BASE LINE ROAD AND HAVEN AVENUE, AT EASTERLY END USED FOR ALL PIPE ALONG CURVES by.- Dan Guerra & Associates DGA — — OF 30
10271-B TRADEMARK STREET(30�— CONNECT PROPOSED R.C.P. S.D. LATERAL TO EXISTING S.D. LATERAL. CONSTRUCT P.C.C. CHECKED DRAWING No.
%.-/ COLLAR PER CITY OF RANCHO CUCAMONGA STD. PLAN 329. CITY RANCHO CUCAMONGA CALIFORNIA 91730
ELEVATION: 1317.780 DESCRIPTION OF REVISION DATE APPROVED PH(909)987-4306 FAX(909)941-1528 1 885-D
PROJECT Sheet No. 10 of 51
A 15
MANHOLE DESIGN NOTES
LR'�
EXISTING OPEN CULVERT FIELD VERIFY SPECIFICATIONS
LADDER RUNG SEE DESIGN:
NEW CONC. LID OVER OPEN CULVERT a" OR 'of" BARS FOR SPANS >8 0-0" BRIDGE DESIGN SPECIFICATION (1983 AASHTO SPECIFICATION WITH REVISIONS'.,
EXTERIOR BY CALTRANS)
ROTATE "boo & "c" BAR
SPAN Ost WALL TAILS TO CLEAR OPENING LOAD FACTORS: 1.5D + 1.5E + 2.5 (L + 1)
T2 T2
NEW EARTH FILL WHERE D=DEAD LOAD
OVER NEW CONC. LID
E=EARTH LOAD
\-3/4" MIN. FILLETS
k OL L=LIVE LOAD
I =IMPACT
CAPACITY REDUCTION FACTOR IS INCLUDED.
OPTIONAL CONST. JOINT LOADING:
SEE NOTE #8 17
LIVE LOAD.
"C"
"Boo
_j Z HS20-44 TRUCK
APPLY IMPACT ONLY TO THE ROOF SLAB
_j
"bn BARS
BARS EARTH COVER IMPACT
U- J,11/
0 UP TO 1.01 30'
N� T2
CL LLj IL L -
1.1' TO 2.0'
0 m Lij
W
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10
w 2.1 TO 3.0'
cr_
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0 OPTIONAL CONSTRUCTION
3.0 0
NO SURCHARGE"_,0N.'�,.MALLS DUE TO LIVE LOAD.
TOP (5 6") L
x JOINT@ TOP 0 F WALL #4 @ 6"O.C.
V-091) EARTH LOAD:
N
BARS
BOTT
OMA10 EARTH PRESSURE FOR TWO CONDITIONS:
m "do' BARS
TOTAL 2
140 LBS/&'VERTICAL, 42 LBS/CF HORIZONTAL.
MANHOLE COVER SEE
ui
BARS 1 F VERTICAL, 140 LBS/CF HORIZONTAL.
B$/c
JOINT
OPTibNAL�..l%.J#-%. MANHOLE UNIT_�":STRESSES:
COVER
F C 3600 PSI
20 BAR v
FY 60,000 PSI
#4 0 1 C. DIAMETERS
NEW WALL TD MATCH of FINISH GRADE
</ 8
(E) WALL THICKNESS
DISTRIBUTION "do' BARS:
UP TO AND INCLUDING 10'-0" COVER
z
EXPRESSED AS A PERCENT OF MAIN POSITIVE REINFORCEMENT REQUIRED:
< CHIP (E)CONC. (E)CONST. JOINT cr_
U)
WALL 0 (E)CONST. > 100 ;J120 MAX 50
1/3
uj
JOINT 0.057261S
#4 'do BARS
—0" COVER
.25S .25S z OVER10'
ui w
0-w #4 0 1 So' O.C. MAXIMUM.
0>
OR #4 0 18" O.C. MAX.
4 7 _�l SHEAR: MAXIMUM ALLOWABLE SHEAR, vc =vr3.5 FC, PSI)
zw
TRANSVERSE JOINT EXCLUSIONS:
w COMPRESSIVE REINFORCEMENT AND NEGATIVE MOMENT REDUCTION (FOR CONTINUITY)
m
DO NOT APPLY.
#4 TIES #4 0 6 0.C.
AXIAL LOADING ON MEMBERS HAS NOT BEEN CONSIDERED.
2 -off'', CONSTRUCTION NOTES
4—#4 TRANSVERSE
EXISTING OPEN CHANNEL CONSTRUCTION JOINT DETAILS EA. SIDE TYP. CONSTRUCTION LOADS.
STRUCTTING MAY BE REQUIRED ON CULVERT EXTENSIONS WHEN EXISTING PARAPET
IS REMOVED.
MANHOLE OPENING
EXPANSION JOINTS:
INVERT: NO EXPANSION JOINTS SHALL BE PERMITTED.
Z
ROOF AND WALLS:
V) WHEN COVER IS LESS THAN SPAN LENGTH-
4.
4 4S x 4 PLACE 1/2" EXPANSION JOINT FILLER AT 30' CENTERS
7 7 7 . 7 7 ROAD D PLACE BRIDGE DETAIL 3-2,
�/X, �/Xl �"/Xl �X\ x x x �x x x �x
STANDARD PLAN BO-3, AT 30' CENTERS UNDER PAVED ROADWAY LANES.
WHEN COVER IS MORE THAN SPAN LENGTH—
PLACE 1/2" EXPANSION JOINT FILLER AT 30 + CENTERS AND
CROSS SECTION 3 ADDITIONAL 1/2" EXPANSION JOINTS AT LOCATIONS OF CHANGE IN
A FOUNDATION CHARACTER, AS DIRECTED BY THE ENGINEER.
CONSTRUCTION JOINTS:
TEMPORARY JOINTS MAY BE PERMITTED IF NORMAL (OR RADIAL) TO CENTERLINE
TOP OF MANHOLE COVER OF RCB. OTHERWISE, THE CONTRACTOR IS TO SUBMIT A PROPOSAL FOR
CONSIDERATION.
TRANSITION SECTION (S-2 FOR DETAILS) MHC
CUTOFF WALLS:
3" 4'-0" CUTOFF WALLS ARE TO 13E PROVIDED AT INLET AND/OR OUTLET
STATION 74 47.93 TO STATION 76 + 02.84 STATION 76 + 02.84 TO STATION 76 + 32.37 NON—ROCKING MANHOLE ,,,,,FRAME & COVER Fq�_ DECKS UNLESS ADJACENT CHANNEL IS LINED AND UNLESS OTHERWISE SHOWN.
$—Opp
SPAN 8 SPAN 81-601 THESE WALLS ARE TO BE EXTENDED IF SCOUR CONDITIONS WARRANT.
1) THE MANHOLE FRAME AND COVER,�SHALL BE MADE OF GRAY CAST IRON. EARTHWORK:
HEIGHT 6P-690 HEIGHT 6
MASS FOR PAYMENT IS 200"`kG (435 LBS). SEE CIVIL DRAWINGS.
—off
EARTH COVER 21—011-69-010 EARTH COVER 2 2) ALL PARTS OF THE MANHOLE FRAME AND COVER EXCEPT MACHINED
BACKFILL:
SURFACES SHALL BE"COATED WITH ASPHALTUM PAINT.
of tp CF 10 PT THAT THE DIFFERENCE IN LEVEL OF BACKFILL
8 1/2 ROOF T, 8 1/2
T, 3) THE MANHOLE FRA" MEAND COVER SHALL BE TESTED FOR ACCURACY OF
ROOF
(AGAINST OUTSIDE WALLS) SHALL NOT EXCEED 2
6 FIT AND SHALL' B'E 'MARKED IN SETS BEFORE DELIVERY. THE COVER SHALL
8" SPACE LADDER RUNG 0 12
z z WALLS 8
0 WALLS T2 0 T2 FIT THE,FRAME SNUGLY BUT NOT TIHGHTLY. GENERAL NOTES:
3/4"0 GALVANIZE AFTER
8"
INVERT 1-3 8 1/2 INVERT T3*** 4) COVERS FOR USE ON SEWER STRUCTURES SHALL BEAR THE LETTERS "S FABRICATION DESIGNATION:
ON STORM DRAIN STRUCTURES THE LETTER "Do',, ON OPENINGS FOR
STANDARD SINGLE BOX CULVERTS ARE SHOWN ON PLANS AS SPAN TIMES HEIGHT
THE LETTER "U".
BAR SIZE #6 BAR SIZE #6 BAR STEP
5) THE MASS SHALL NOT VARY FOR MORE THAN 10% FROM THE MASS FOR WITH MAXIMUM COVER OVER ROOF THUS: 8'—O"x 5'-0" RCB
**If a or SPACING 4 1/2" O.C. a IF SPACING 4 1/2" O.C. PAYMENT. LAD'DER RUNG DETAIL WITH 10 0-011, FOLLOWED BY ALTERNATIVES.
11B"
DIMENSION "B" 21-400 DIMENSION 2 6) STEP INSERTS MAY BE SUBSTITUTED FOR THE STANDARD STEP DETAIL.
LR ALTERNATIVES:
10[3wlv *—lot) to STEP INSERTS SHALL COMPLY WITH STATE INDUSTRIAL SAFETY
DIMENSION 1 DIMENSION "Bw" 22 1/2 SINGLE CELL: INVERT IS EXISTING.
REQUIREMENTS.
QUANTITIES:
z "bot BAR SIZE #5 z BAR SIZE #5 or #6
QUANTITIES ARE FOR TOP 16" OF WALL & CROWN SLAB AND DO NOT
Cf- SPACING 6" O.C. SPACING 6" 0.C. INCLUDE "do' BARS, NOR SPLICES IN LONGITUDINAL BARS, NOR TEMPERATURE
0 0
U- U-
z DIMENSION $$Coo 2 V-099 z DIMENSION "C" 3)—lot NOTES REINFORCEMENT FOR EXPOSED ROOF, NOR CONCRETE OR REINFORCEMENT FOR
ttBwto p so of p PARAPETS, CUTOFF WALLS OR PAVING NOTCHES.
to of DIMENSION 1 —lot$ c DIMENSION 00Bw" 3 _1$1 1. FOR BOXES WITH SPAN OR HEIGHT LESS THAN ANY OF THOSE SHOWN IN IF EXISTING AS—BUILT BOX CONDITION VARY FROM CONDITIONS, ADJUST
c
BAR SIZE #6 BAR SIZE �45 - TABLE, USE NEXT GREATER SIZE BOX CONCRETE DIMENSIONS AND REINFORCEMENT. QUANTITIES ACCORDINGLY.
MAKE NECESSARY CHANGES IN BAR LENGTHS AND QUANTITIES.
REINFORCEMENT PLACEMENT:
SPACING 6" 0.C. SPACING 5 1/2" O.C. of of off to
2. QUANTITIES ARE APPROXIMATE AND FOR DESIGN PURPOSES ONLY. MAIN REINFORCEMENT IS TO BE PLACED TRANSVERSE OR, SPACING OF THE a
to
3. FOR BOXES WITH SPAN OR HEIGHT OR COVER GREATER THAN THOSE SHOWN IN AND go' BARS IS MEASURED ALONG THE CENTERLINE. STAGGER SPLICES NOT
BAR SIZE #4 BAR SIZE #4
1pd" td of TABLES, A SPECIAL DESIGN IS REQUIRED. SHOWN. HOOKS MAY BE ROTATED OR TILTED, AS NECESSARY, FOR CLEARANCE.
SPACING SPACING ., SEE SCHED.
SEE SCHED. 4. IT IS PERMISSIBLE TO ELIMINATE THE 180 HOOKS ON EVERY OTHER BAR. SPECIAL REINFORCEMENT COVERAGE:
CONCRETE 7.8 CF/LF CONCRETE 8.1 CF/LF **5. "a" BARS ARE AT HALF SPACING, SPANS 10'-0"-14'-0" ONLY. TOP OF BOX PLANS ARE NOT TO BE USED FOR CULVERTS IN A CORROSIVE
ENVIRONMENT OR WHERE THERE IS A SEVERE ABRASIVE FLOW CONDITION.
cy REINFORCEMENT 76 #/LF REIN FORCE,MENT,, 80 #/LF SPECIAL DESIGN:
PORTLAND CEMENT CONCRETE, AND ADJUST QUANTITIES.
7. FOR DESIGN AND DETAILS NOT SHOWN, SEE STANDARD PLAN D82. REQUIRED FOR CULVERTS WITH CONDITIONS, LOADS, DESIGN BEARING PRESSURES
SEE NOTE�'�,#5
,SIZES GREATER THAN THOSE GIVEN ON THIS PLAN.
8. FOR EXPOSED TOP, PROVIDE #4 0 18" O.C. EACH WAY,
24" LAP W/ "c" BARS OF FULL SPAN AND ADJUST.
LOWER SECTION OF WALL IS EXISTING. NEW WALL SECTION, ABOVE HORIZONTAL CHAMFER STRIP SHALL BE OF EQUAL THICKNESS.
VERIFY THICKNESS IN FIELD.
T3 INVERT THICKNESS AND CONFIGURATION IS EXISTING AND� NOT PART OF THIS PROJECT.
"d" BARS FOR EARTH COVER UP TO AND INCLUDING 10'
SPAN 4 51 6 7 80 9'
CITY
DESCRIPTION OF REVISION D
_-0 APPROVED
NUMBER 7 8 9 10 11 12
a m
IL 0
NOTE: MAX. SPACING "d" BARS 18" O.C. AN UP m;j
U I I wr ftl A 0 NO`m&'no U` A In v Alto jw% I A
A"lmry OF.,,Z
N ',CULVERT LID
EW
AND
FESS/ %-,��nj I I
01
GENERAL N' w I M
co
w No. Sl 651 rn
APPROVED BY: DATE
D(P. 06-30-05
CITY ENGINEER- No. 24953
DESIGN RECOMMENDED
OF
JOHN H. HAIGH & ASSOCIATES, INC. DRAWN SHEET
STRUCTURAL ENGINBRRS
479 S. MARENGO AVENUE, SUITE A OF slo
PASA ENAj CAUFORNIA 91 lei 6) CHECKED
PHONE (626) 395_?745 FAX 62 395-7454 DRAWING No.
/X
x
Y619
NOTES:
1 . THE,- HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, 0.
SHA LL..,, NOT EXCEED 5*45'.
Fb]
2. REIN RC.I,NG STEEL BAR SIZES, SPACING, PATTERN AND
COVER OVER THE STEEL SHALL BE AS FOLLOWS:
RC13 TO RCP THAT OF RCB SECTION.
THE BARS SHALL�,,.YARY UNIFORMLY THROUGHOUT THE TRANSITION.
3. THE CONCRETE THICKNESS SHALL BE AS FOLLOWS:
RCB TO RCP — THAT:i�`.�-,;Q F RCB SECTION UNLESS TH F-, LL
�"-PLUS 4 INCHES IS GREATER. IN WHICH
THICKNESS OF THE RCP ,,,,
CASE THE CONCRETE THICKNESS SHALL VARY ,,,U'NIFORMLY FROM THAT
OF THE RCB SECTION TO THAT- ,-,RCP WALL PLUS' 4 INCHES.
4. THE INTERIOR SURFACE SHALL 'BE, SMOOTH."AND VARY
UNIFORMLY BETWEEN THE TWO ADJOINING' ——SECTIONS.
5. AT RCP JUNCTURE. EMBEDMENT P ., SHALL BE 5 INCHES
FOR PIPE SIZES OF 96 INCHES ,,,OR" LESS,,".AND 8 INCHES FOR
PIPE SIZES OVER 96 INCHES.,..�<,.��_-,"
6. Vc = 3250 psi AT 28 DAY$`'`AND THE CONCRETE SHALL BE THE
SAME MIX AS THE ADJACENT RCB.
7. ALL STEEL EXCEPT LONGITUDINAL STEEL SHALL BE-,' GRADE 60
BILLET STEEL CON'FORMING TO ASTM A 615 AND SHALL,;,.,,TERM I NATE
1 1 /2" CLEAR OF"""CONCRETE SURFACE UNLESS OTHERWI:SE SHOWN.
8. KEYED CONSTRUCTION JOINTS OF THE SAME DIMENSIONS As'.. THOSE
OF THE RC#�"`SECTION MAY BE CARRIED THROUGH THE TRAt4S''ITION
STRUCTUIRE AT THE CONTRACTORS OPTION. SEE SECTION 13-13."' �`�`
9. THE ,TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE
WITH7�'THE STRUCTURE NOTES APPLYING TO RCB OR ARCH STRUCTUR'Ec-,ll
ON THE PROJECT DRAWINGS.
A-1
Ld
0
Ld
< Lli
B
z
A A
RCP OR
RC13 OR
RC ARCH RC ARCH
0
�l 7`1
LLJ
uj uj
0 B
< 0
C14 Z
F_
PLA
Lli
0
Lli
V)
'STEEL PATTERN SHOWN
Lli
F_
IS PICTORIAL ONLY.
p
z
SEE NOTES 2 & 7
1>
> A
>
0 0 , .�o a
'A F=
A
A
p
SEE � NQTE 5
ELEV.
STA. ELEV.
OPTIONAL CONST. JOINT:
STA.
CITY
DESCRIPTION OF REVISION DATE APPROVED
RCBTO RCP,
a a m Aft& OW& &"F&m m 'p%,
AOM%k % R A IL M A0% A
J. USE CONST. JT. OF RCB
S77 AM
A >
0 Pe A 0 A
>
F MAIN HV U','�a;�'Amum,u
A 1>0 a
0:� ."Ej LJJ
V)
0
Z
IFESS/
TRANSITION STRUCTURE SECTION
c1l
C.D
SECTION A—A SECTION B-B No. Sl 651 APPROVED BY: DATE
-0
D(P. 06-30 05
AV$
CITY ENGINE R zL�L&2za R.C.E. No 2'4953
OF C DESIGN RECOMMENDED
DRAWN SHEET
JOHN H. HAIGH & ASSOCIATES, INC.
STRUCTURAL ENGINEERS
479 S. MARENGO AVENUE, SUITE A OF A3-0-
PASADENA, CALIFORNIA 91101
PHONE (626) 395-7451 FAX (626) 395-7454 CHECKED DRAWING No.
RCP
C
OR
C
<
R AR H