HomeMy WebLinkAbout5573-18 All ---- -77'77-.
vS.S. CLIPS
NORTH
15'-0"x8'-6" (MINIMUM INSIDE DIMENSIONS) • 1/4" 2" THICK FIBERGLASS GRATING
c� . .' WITH STAINLESS STEEL CLIPS
PRECAST CONC. VAULT BROOKS SERIES 900, - •• : :2"-.. r
L., TRANSITION FROM J SEE DETAIL "B" QUIKSET OR EQUAL, UPPER HALF ONLY. t -
RECTANGLE TO ROUND6" TYP. -
PREFAB FIBERGLASS \�11�
N PARSHALL FLUME DURADEK FIBERGLASS-� ' . „
2
- SEE DETAIL "B"
v•. EACH SIDE •
:o •, o•D'.C.Dv•o' Q o•�" D" °..7•':k
-.o•DQ.p''•
- o"v • .94v d 'V •v 'vov• . .vt- •� /. .•..- • 11
2
»
9" MIN. ••
• FIBERGLASS
72" DIA. R.C.P. _ 11:11. \ / \ / 1+11:!'_aiSA k•.*
66" DIA. R.C.P. GRATING
#5 AT 12" �° i..- :.:nom = SEE DETAIL
ct\
....0 .... -9.11111111111111111.11111111
v _
EA...)I
Co
- _ -
' FLOW C'�
in
co Co 0 o I L:::�'��
I I I -
.. -
___
DETAIL
■ •. NOT TO SCALE
. 1 \ .: 6 CA)
i ... .
OEM � • "-
- • . TE DIRECT'ON GRATE DIRECTION ���� �! -
I i l i i i l i�I '. 30 0 CONCENTRIC M.H.
9" MIN. OPENING (ABOVE)
#5 CONT. EXTENDED INTO :��:° e:D-'>'o �o +° �:D• o. ° O:D:'►'o.eoee�.a ' =�:a .° 'a �:a .° c ' �:e .°. a�: TRANSITION FROM ROUND
M.H. BASE AS SHOWN 4 1/2" CLR. TO SQUARE
(TYP.)
6" TYP.1 2" THICK REMOVABLE FIBERGLASS
GRATING IN TWO 5' WIDE AND TWO DURADEK T-5000 2"
NOTE:
5'-0" 5'-0" 2'-6" 2'-6" 2'-6" WIDE SECTIONS OVER FLUME FIBERGLASS GRATING
INTERIOR SURFACES OF ALL CONCRETE 9 ® AND CHANNEL. PROVIDE SECTIONS
STRUCTURES SHALL BE PVC LINED. WITH S.S. CLIPS EXCEPT THE 2'-6"
SECTION OVER THE BUBBLER TUBE. FRP WIDE FLANGE ■—�
6� WID4
THICK E x 6'BYDMMFG
EXTEREN 625 j 2-1/2" 0 FIBERBOLT
METER MANHOLE — PLAN VIEW BELOW ROOF
I
NOT TO SCALE ,Ir ;
LIMIT-OF BID ITEM No. 13
30" MANHOLE OPENING
SEE DWG C-18
:pAvQ4.
. a' ,�— v. "; •,vvw*W. DETAIL B
De De• �lj��J NOT TO SCALE
N'��Nf`�� �� �f�J��I •,•4 1 ' D•
D D D Wit,♦f�� A
yV,Th.
' . �G����
DESIGN NOTE _iPRECAST SECTIONS SHALL BE °• °- I PRECAST WALLS SHALL BE CONSTRUCTED
DESIGNED FOR H-20 LOADINGS a •• °• 8 MIN• TO SPAN BETWEEN THE WEST AND EAST
PIPE OPENINGS, AND SHALL NOT LOAD
°' D. °' D. ° ' D.'1'-,� ' D. ° ' D.'°'••� D. THE WEST AND EAST WALLS.
D
PROVIDE STACKING RINGS AS ,. . 6.... o. °
REQUIRED TO REACH GRADE - "
'` • 15'-0"x8'-6" (MINIMUM INSIDE DIMENSIONS 8 -6
» PVC LINER (TYP. .... ) 4'-3" 4'-3"
3»� � 6'-0 - � �� = e• - PRECAST CONC. VAULT BROOKS SERIES 900,
ID
o . 15 —0 `I QUIKSET OR EQUAL, UPPER HALF ONLY.
SEE DETAIL "A" �- ®D- °.�
r2'-2 1/2" 11'-4 1/2" 1'-6" D. *' i
4 1/2" CLR. • •' 2'-0" PROVIDE STACKING a :&)" �'��'�''
� D. • D D o D D, C 4 e d 4 • 4
(TYP.) f Qp" 3'-0" 2'-O" 6'-4 1/2"• D.� MAX. A RINGS AS REQUIRED D a D'
;f . ' o ° .t. 66 DIA. R.C.P. TO REACH GRADE. -r. •=111M11=11.V
#5 CONT. 9" MIN. .# e •. .... REINFORCEMENT
2'-0" ` -'r4 ie •. .e . I \ BY PRECAST 11111.1.11 °•D C:
4" ; o MANUFACTURER. a . ,a a
STA. 52+00 1 -9 2'-6" 2 -6 1'-9 0.
„ MAX. '• �• r .... s...®
72 DIA. R.C.P. o INV. EL. 888.12 3"= \ 1'-6" 1'-6" ,;°. 3"
CO 1
r. In
Co .. .• '-•-6" (TYP.) _ 2'-0"IMMall 9„ MIN.
0-Ow FLUME CREST -=►J� w— N LAP
2'-0" SHALL BE 6" (TYP.)
3 -g LEVEL t i- 0.38 SEE DETAIL "A" , e e,,,,,:. ;
'� a - a D- -� ° D . o • . Fa . FRP WIDE - a .p .'.1-e• . D•' 'e . .s. #5 CONT.
° • a I
• e - • . a . D . e . D' ° ' . A #6 AT 12"-,..;.: p. 'a• •,, FLANGE a .p .a s c
° �De • 1 ' ° e .• ' ° • A p • • .• °• •• °- - D ®�. D' ° " • D•. a °.D• ° • •• ° • ° #5 AT 12" Q ' ��° • fie D •,d
' 11 11
•° ° . °—. . ° . • • a . • • • D.� ' swt • c e � ' c� -..''...N...1110" 2 2»
• p le -1/ � :.• � � a
`i`��� �� ��;�vim; v�i v�`��s`�����`���v 4®, . p i.. 4d ' (fl Q, p8—#5U1 L,�1 ♦ 14" 7 AT 12" o . a -1.f. .11.:1. •D : Q FIBREBOLT oo i� a e pNQ\PO ocSTA. 51+85 9" MIN. #5 AT 12" #7 AT 12" ° oI'(: + di..
"• D 4, ,r O #5 AT 12 RAl /1NGINV. EL. 886.60 #5 AT 12 \ a D �`PREFABRICATED FIBERGLASS 5'-0" PARSHALL ��. 4 • e -� a D �e • D a e#5 CONT. FLUME INSERTED W/ INTERGRAL S.S. BUBBLER TUBE. j e a . e\' e"e '.o'/e De� oa " _., ,.,a: - 11 , W' rV AS,
r .t : T 'e. A • ♦
POUR AGAINST (EXTEND TUBE TO TOP OF FRP GRATING)
.4,: �.o .a.•a. ' o. :a .o•.�" a• a OATEN
UNDISTURBED EARTH CAST IN PLACE-PLASTIFAB, FISHER-PORTER OR HINDS ."./*
- . ' . . 4
ENG. OR APPROVED EQUAL. THE FLUME SHALL '-�* . • D , • e •• a . D • ' - •
a • . '. lrs0 N 2'-0"
BE CAST INTO THE BASE. FLUME SHALL BE LEVEL •♦•;- �4♦� l/C� ~�I� �� LAP
4e- -i ♦-v-*\- OFESS/
WITHIN 1/4" OVER ITS TOTAL LENGTH. THE CONTRACTOR ° f 71_9» <9
SHALL
SHALL BRACE THE FLUME SO THAT IT SHALL NOT DEFLECT VARIES FROM 14-23" #5 AT 12" 41/2" 41/2" �'Wilson F. So cq�
OR DEFORM IN ANY DIRECTION BY MORE THAN 1/16" c.)
DURING POURING AND CURING OF CONC. BASE. 8'-6" . No. C 21, 651
PEAK FLOW CAPACITY = 86.4 CFS = 55.8 -MGDrri
MIN. FLOW CAPACITY = 1.6 CFS = 1.03 MGD
Ci �
SET (2.) SECTION `I'q 3
E I NOT TO SCALE NOT TO SCALE TF F
NOT TO SCALE
OF CAL\
PROJECT ENGINEER APPROVED BY: SCALE: 16
M n D PREPARED BY:
DESIGNED BY: r � -/ •9/ AS SHOWN CHINO BASIN MUNICIPAL WATER ®:STRICT SHEET
... e---- ____ 1..,- WILSON F. SO & ASSOCIATES, INC. 18
�'A UICT"DRA G B 1 N t MICHAEL PODEG ACZ R.C.E. No. 45 DATE - C.B.M.W.D. — PROJEAGER OF
2 S B WIC! PER UT ER E G NEERING INC. G124190) T.W t 15 91 R W,K. DATE
� � � I DRAWN BY: 16018 n,SCOLP, RD., SUITE i, P.O. BOX 368
/ \ ADDED PRECAST CONC. VAULT NOTES MP.P. 6-19-89 SUBMITTED BY APPLE VALLEY, cauF. 92307 WORK ORDER N0. T DRAWING N0.
CHECKED BY: W F'•s0 .4•-,��, �_ 15_8 (619) 242-2365
FONTANA INTERCEPTOR OR R°ELrIEF SEINER PHASE II
REV. REVISION DESCRIPTION BY DATE WILSON F. SO R.C.E. No. 21651 DATE 1510-570RR METERING STRUCTURE C-15
D-4573-16