HomeMy WebLinkAbout1707-D G MAIN CONSTRUCTION JOINT
pipeLINE RCB i NOTES
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1 7 3 OR •4 F BARS I. VALUES FOR A. B AND C SHALL BE SHOWN ON THE PROJECT DRAWINGS.
I 23.00' B�C LATERAL / O 18' OC r-1 ELEVATION R AND ELEVATION S SHALL BE SHOWN WHEN REOUIRED PER
Z CONNECTOR PIPE —1 NOTE 8.
I ( 1 �I --
!Cost Concrete end I F BARS T T 2. STATIONS SPECIFIED ON THE PROJECT DRAWINGS APPLY AT THE INTER-
I I block to be placed flush i O ° SECTION OF CENTER LINES OF MAIN LINE AND LATERALS, EXCEP4T+AT
I I I I R 9
with end of pipe as W BARS 4 �� •4 O is, OC y `
SEE NOTE 3 ? BOTH WAYS T —� OF
I I directed by the Engineer. 1� / �C 4 TO BE USED
_T_ I I ROUND EDGE " 60 WHPI 1 MORE- -�1 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615. GRADE 40. AND
F- I I TO 3' R--- SHALL TERMINATE 1 1/2' CLEAR OF CONCRETE SURFACES UNLESS
c _ _ �s-, 3 OR •4
O STAT70N POINT. � ® 's• °G � SECTION G-G OTHERWISE SHCWN.
N U I I I SEE NOTE 2�
IIS o. W BARS ARE OF SIZE AND SPACING SPECIFIED FOR WALL STEEL ON
Z1 / PROJECT DRAWINGS. AND SHALL BE CUT IN CENTER OF OPENING AND
�� i I ( '� / BENT INTO TOP AND BOTTOM OF JUNCTION STRUCTURE.
b OMIT H BARS WHEN SOFFIT OF SPUR IS 12' OR LESS BELOW SOFFIT
Q PLAN j --��/ \ / N OF MAIN LINE, AND OMIT G BARS WHEN INVERT OF SPUR IS 12' OR
T I ROUND EDGES TO LESS ABOVE FLOOR OF MAIN LINE.
1
•b■ / APPROXIMATE R
C `) =i OF ID OF LATERAL 13 T 4. JUNCTION STRUCTURE SHALL BE POURED MONOLITHICALLY WITH MAIN
FUTURE 120" DIA. o �/ 4" steel U CL / WITH 4 MAXI MJM IINCHESI IINCHESi d
WITH
3'-0 Z a LINE. MANHOLE OR TRANSITION STRUCTURE.
O (mal 2) Pn .- ,! D e E BARS o 5 FLOOR OF STRUCTURE SHALL BE STEEL-TROWELED TO THE SPRING
/ LINE
R.C.P. STORM DRAIN. 1 V ti
O D. E. H B G BARS
J J
1 LU
E.C. 3 o Q 3 0 Add 406 bars x 92(Typ _� � � ,s- r s--.. V ! 6
YF—A
L0 00 (total 2) o� ,,....� r.., _ rIc
.. c
C.L. PIPE ZQUw� CONSTRUC'10N JOINT 77 1 112 : 7. EMBEDMENT. P. SHALL BE _ 8' FOR B OVER
CURVE DATA Z Z E Z o > I „ PLAN 30 6 ;� 96•
QLJTZaO CL' 3 3 6 14
p=30'0000" Umo� W 1 .8 �j 36 6 : i _. _ _
'^ 1 Or I NEW OR EX STING RCB. SEE NOTE 6 39 7 . _ `
R==45.00 JzJ t 62. . z i j - _ _ IwAIL4 901 1;TR AIG I;R A
L=23.56' Cr Q O w 0 v♦ W BARS 4s._- 1 3/a ]
W(n�ZZ r,� 4_ _.I RR 9'IF
T=12.06' -7- e a I
V)of > 7 a �-D BARS Si 9112 R 11 4E ! f A r-
W W O Q J ` \ / O ..---}— ---^- I ---F BARS A PES STANDARD
0-
c[`� El E 1 IIFi F C A(a• "�l 6 $rf E>11 •,F T �c T..c
G• 3CL U(n L� / Q I 57 9T 54 914 I �n ter, I - I En1n n c� r�,z nnr nc crn-rn
V` 2-H BARS 4• OC. rl - -� " c
\•, 0• .w SEE NOTE 3 -- 60 9112 I; ® ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY WHEN
V/1 n ROUND 66 I 63 Ielo4 A STUB 15 TO BE PROVIDED FOR A FUTURE CONNECTION
261+00 _ _ _ _
bars EDGES q OR .4 -
TOP OF WALL=1188.85 ® Ie OC- mj I`- �� 69 0 314
ELEV. S. Imo'—ECFV R. SEE NOTE 8 72 I JN9 vpi4E T, A4 51 ARlqyF :PHE INVERT .c�rnn n,acn
6EFE BARS 78 11: 314
INV.=1171.85
ELEVATION 90 ,s 114 6q 121/2 1'+vEnT - -
~ c - 96_ 14 'lAtt m9'- ... -
..
\ I I ----UNDISTURBED EARTH 102 1 51/2
ios
C? — BACKFILL W'TH 420-C-2000 MIX
CONCRETE. OR COMPACT SOIL TO 114 .6 V2 � •a
3 • I SPEC FICAT,ONS BACKFILL MAY BE
RELA-IVE DENSIT, REQUIRED BY _ _ _ _ _
PIPE CLOSURE TYPE "A" OMI'-ED F S'RUCTURE S LAID ON 12F I
UNOIST VRBED EARTH TO $'.ORM 132 1 17 -
1/2 O
THE R613 Ak'
_ SECTION Z-Z DRAM WALL 13 E, 1 1 2- _
- (Precast Concrete End Block) -144" l80 __ _ _ _ Ptef)R OF
4919E Fhr--E-
® 12"ox unless otherwise
I. "a'=04 bars
noted on the pons. SAN BERNARDINO COUNTY
N FLOOD CONTROL DISTRICT
34.39' 2 b =12 unless otherwise noted on plans. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
RMS!ON! OWN. �Y DATtt
DQE �2 1 ° �, 3. "t" = s"unless otherwise noted on ons. P101OWAGATEDBYTWAPWA-AOC JUNCTION STRUCTURE—PIPE TO RCB s7ANDARDPUN X333-0
p o.c _ H.H.H. 2-14-90 cooPERATrve COMMTfEE AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER
333-0
USE WITH STANDARD SPECIFIC ATIFORPUBLICWORKSCONSTRUCTION **TT JUNCTION STRUCTURE — PIPE TO RCB
.° ONSsNeeT:of:
S.P. 176 — — ---
�, 22 30'0().00" oo �h (0`1
26o-II 0-7X N
Q e�G•P \��p��oN �iS r'� SSP' P\N`I'',,pN S1 OrOGJ'� ,
�E .00.
p 33.886'
I
2
P� I
G�
w
z
= '0) %
W ���,
Z CONSTRUCTION NOTES :
Q CHANNEL INLET WALL k FENCE O� w — - - - -
AND INVERT CONSTRUCTION ��' p� _z
In SHALL CONFORM TO ` J CONSTRUCT 120" DIA R.C.P. STORM DRAIN (D-1650).
z SAN SEVAINE CHANNEL ���`� w 1
WALL CONSTRUCTION 0--SEE
PER SAN BERNARDINO FLOOD �� CONSTRUCT JUNCTION STRUCTURE (PIPE TO R.C.B.) PER A.P.W.A. STANDARD PLAN 333-0.
CONTROL DISTRICT PLANS PLAN FOR ELEVATION 'R', ELEVATION 'S', AND 'C' DISTANCE.
FILE NO:1-801/1.00
33.08INSTALL P.C.C. PIPE CLOSURE TYPE "A" (PRECAST CONCRETE END BLOCK) PER S.B.C.F.C.D.
3
j v STANDARD DWG. NO. S.P. 176.
6' HIGH CH IN-LINK FENCE ov
X
I31'56'30"
I \
� GNPNNE
\0 65
o-�
26
7i I
CD
0
LD
PLAN VIEW
1j SCALLE: 1 10'
12"
ELEV.=1188.40
w
3 �+
J
W
J
CD
C
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SEE CHANNEL PLANS FOR
CHANNEL CONSTRUCTION
DETAILS---------------
W
3 W 3
EL DESCRIPTION OF REVISION DATE APc
PROVED
1 �JG� 2 o CITY OF RANCHO CUCAMONGA
_D 101b
1PI_n ��� `� �G�\���� tib°�� ��`� SOUTH ETIWANDA STORM DRAIN PLANS
n o ��' °
- C.7 OUTLET INTO SAN SEVAINE CHANNEL
a o.10� o\��. 1.00
�> J
�l 4 \`'
� � d
d
yROFESS,CT
H APPROVED BY: DAE
Q f----8 L.F. 120"0 R.C.P. 15.00' JUNCTION STRUCTURE ��� �E\ E O(/F q� CM ENGINEER R.C.E. N0, 24953
(1650-D)
Z DERBISH, GUERRA I,}('0MM}"nFn
j °; DGA & ASSOCIATES
SECTION A - A R.C.E. 29224
L�
D}ZAH"v CIVIL ENGINEERS • LAND SURVEYORS
r, N.T sj CIV It- , DGA 8331 UTICA AVE. STE. 150 RANCHO CUCAMONGA, CA 91730\ OF PH. 909-987-4306 FAX 909-941-1528
o
� OF CAL CHI("KEP (e DRAWING No
CITY J77- D
u] D IEC E.GUERRA R. E. 224 DATE