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VALENCIA !AVENUE 33 CONST. R.C.P. STORM DRAIN. CITY of RANCHO CUCAMONGA
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&—ICONST. 5a" R.C. P. STORM DRAIN. TRACTS 1259-0- 1,, '12590- 5 & 12590-6
CUR�/E !�F)TF/ : 33 CONST. 24" R.C.P. STORM DRAIN.
0 Ad R L 7' 36 CONST. 18" R.C.P. STORM DRAIN.
—CONST. MANHOLE A (OUTLET DIA.-39" OR LESS) PER MASTER PLAN S. D. LINE 8- 1
O /O°//' 09" 45.00' 8.00' 40/' CITY OF RANCHO CUCAMONGA STD. DWG: NO. 510 .
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G TY ENGINEER RCE.No 23889
4/ CONST. TEMPORARY PLUG FOR 54" R.C.P. I
DESIGN OLE AND ASSOCIATES, INC. f�EGp�IMENDED
44 REMOVE EXIST. TEMPORARY PLUG AND JOIN EXIST. GG" R.C.P. R.M. R.B.9. OF SAN BERNARDINO COUNTY CONSULTING CIVIL ENGINEERING
------ I�--CONST. 18" C.M.P. STORM DRAIN. -- DRAWN AND LAND PLANNING• SHEET
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DESIGN Mfy�ENDED
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G.F.B. R.a.B. 545 N. Mountain Ave.,Suite io5
UPLAND CALIFORNIA 91788 �� OF
PH N (714) 94G-0949
CHECKED ►�• RCE No 14 DRAWING N0.
DAT FILE No /2f &�2
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STORM— DRAIN - CONST U T101V NOTES & C�U�NTJTY EST—JMATE
12590-1 12590-2 125J0-3 12590-4 12590-5 12590-6 12590 TOTAL UNIT
31 CONST. 84" R.C.P. STORM .DRAIN.
32 CONST. 78" R.C.P. STORM DRAIN. . — 1�:c,5 589.73 J32 —L.F
.F•
33 CONST. 66" R.C.P. STORM DRAIN. 15.86
34 CONST. 54" R.C.P. STORM DRAIN. ; 8.0 — — — — — — 8.0 L.F
35 CONST. 24" R.C.P. STORM DRAIN. B//_G5� — 7dpro — 506.06 167.09 — /492.4 _ L•F.
36 CONST. 18" R.C. P. STORM DRAIN. -¢� ro1.55/ 50.70 — 14.92 48•'79 to 23�?-� -L:F.
37 CONST. MANHOLE A PER CITY OF RANCHO CUCAMONGA
STD. DWG. NO. 510.
38 CONST. MANHOLE A (OUTLET DIA. -39" OR LESS) PER , — — —
CITY OF RANCHO CUCAMONGA STD. bWG. NO. 510 .
39 CONST. MANHOLE B PER CITY OF RANCHO CUCAMONGA
STD. DWG. NO. 511.
40 CONST.JUNCTION STRUCTURE "B" PER CITY OF —
RANCHO CUCAMONGA STD. DWG. NO. 509 .
41 CONST. TEMPORARY PLUG FOR 54" R.C.P . '
42 CONST. VERTICAL WALL CHANNEL & R.C.P. CONNECTION PER
SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT STD. S .P. 220.
43 REMOVE EXIST. HEADWALL AND JOIN EXIST. 78" R.C.P. DESCRIPTION of REVISION
44 REMOVE EXIST. TEMPORARY PLUG AND JOIN EXIST. 66" R.C.P. 1 — — — — — — / EH DATE APPROVE
45 REMOVE EXIST. INLET STRUCTURE AND JOIN EXIST. 30" R.C. P. 1 — — l EH CITY of RANCHO CUCAMONGA
46 CONST. 27" R. C. P. STORM DRAIN. 24.5/
i
47 CONST. 30" R. C.P . STORM DRAIN. /73.03 33.55 20 ,53 G.F. TRACTS 12590- 1,p 125902 , 12590- 5
48�-- CONST. 18" C.M. P . STORM DRAIN. 7i1 7.// G-F. & 12590-6
49 CONST. 24" C.M.P. STORM DRAIN. 3�'z/ 3�,z/ �,F MASTER PLAN So Do LINE 8�- 1 & 8—
&—CONST.
— €
So CONST. TEMPORARY PLUG FOR 78" R.C. P . PER S . B. C. F. C.D. / ' ER LATERAL PROFILES +
STD. DWG. NO. 177 .
05/ CONST. 18" C.M. P. RISER PER DETAIL ON SHEET 20 OF 20— / / EA. APPROVED BY DATE -y-�S
Sel—CONST. 24" C.M. P. RISER PER DETAIL ON SHEET 20 OF 20 . GTY ENG',NEER RCE No 23f389 1
C.
DESIGN MA LE AND ASSOCIATES, INC. R C,�MMENDED
@) REMOVE EXIST. TEMPORARY PLUG AND JOIN EXIST. 78" R. C.P . / 7 E'Q' R.M. a R.B.e. OF SAN BERNARDINO COUNTY obS• -�ti
CONSULTING CIVIL ENGINEERING - tRt6F't
5¢ CONST. JUNCTION STRUCTURE "A" PER CITY OF / E!/ DRAWN AND LAND PLANNING 5F!EET
545 N. Mountain Ave.,Suite io5
RANCHO CUCAMONGA STP. DWG. NO. 508 . R.B.B. UPLAND CALIFORNIA 91786 /9 OF 3Z
63 COAL-4,r /NF. Comr. TR�4Ns/T/0N sr PE,2 D�T,4/G 5/1OXXI O,</ 5,�/T. 2/ / / �. HON9 714) 944-0949
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I R.^'• OA FILE No/2LI " X92
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ZO' M4 BOLT
�9' ( (07' W /8' /B • W
N�: 4s' 45' GRATE ASSEMBLY DETAIL
o, . . 40 24 23 2zs' z2. 2 o ti .
BASELINE RD. sE DET��AT LRIGHT*
aN PARKSIDE PL. ,, �/�
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rc-a.9c�,qvz��
' ;: 8"ovE'ecaP 0 REVISED C.M.F RI5ER. DETAIL, USE CONE SHAPED
GRATE IN5 EAD OF FLAT GRATE. 10-18-85
CONSTRUCTION NOTES �-, N D ESC R IPTI O N o f REVISION oATE APPROVE-
CONST. 24" R.C.P . STORM DRAIN.
SEEO(�4NFO,QCNIRS/ZE CITY of RANCHO CUCAMONGA
- -�CONST. 27" R. C. P. STORM DRAIN.
STORM DRAIN PLAN
4 REBAR
F/GG W/TH CONCRETE PLAN A F O R
1i
TRACT 12590- 1 .
°� APPROVED BY DATE
PROFILE CITY ENGINEER RCE.No 23889
DESIGN M OLE AND ASSOCIATES, INC. Rg�MMf-NDED
R,t?. OF SAN BERNARDINO COUNTY o 9. •L
CONSULTING CIVIL ENGINEERING
DRAWN AND LAND PLANNING• SHEET
545 N.Mountain Ave.,Suite 105
UPLAND CALIFORNIA91186 20 0E--�
C. M. P. RISEN DETAIL cKEo PHO r4) -14a-0949 DRAWING NO.
RCE No �¢B�
A10 SCAZ-=- �M O A T E 8 2 FILE N o!2G-W-J* 892
400 NOT DAMA6E EX/.ST OON/EG. ,
CUT ANO CWI co AWAY CQNC. AROl1N0
,.
3 - 6 ¢ Q /2 o.c. E.F
— ——-- — ,111 4 24" # 5
1 PLACE VERT/CAL Re'/N�' �P ��
0 2%i Tt� /�1.97�N ,�X/3TiM4i
r 1 ('NR) ,
5A K/G'UT 0X/5T/N4 CHANNEL # �J� q"46,
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36i/ NEW CONSTRUCT/ON
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oo NOT DAMAGE EX/5T/N4 � 4� /2 O,C. E.f
LRI .0 CAVIo- AdNCAOCOGAP 30 ooVEG '71 yO/A.
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Ex/5T. CoNSr✓o/nrr IT
NOTES :
PLAN Y
FX/ST, AND PROR78ED "
1 . TRANSITION STRUCTURE CONCRETE THICKNESS SHALL VARY UNIFORMLY BETWEEN QCONSTRUCT/O/V JD/NT 'G'X/3T/NNEG 6 eAkAIIVA44 11% 2lX¢ KEY91,4Y117 )
THE BOX SECTION AND THE- PIPE WALL PLUS 4 INCHES . AND SAWCUT L/NE tt I @ 9 D.C• " .4461? D.(' E.f.
DETAIL X /
2 . THE INTERIOR SURFACE SIItiALL BE SKOOTH AND VARY UNIFORMLY BETWEEN THE
TWO ADJOINING SECTIONS . ni.r.s d
3 . KEYED CONSTRUCTION JOINTS OF THE SAME DIMENSIONS AS THOSE OF THE BOX •
SECTION MAY BE CARRIED THROUGH THE TRANSITION STRUCTURE AT THE CON- \ SES CerA1Z_ ON tr7" '
TRACTOR'S OPTION.
3" M IN. 2 cLR. - CCR. 2'�2" �� v
4 . THE TRANSITION STRUCTURE SPALL BE CONSTRUCTED IN A / Te
CON57R[JCT/D/V v CCORDANCE WITH THE �/ JOINIT �/ � 'J/- Oy TO 8� Q// � 6� 9//at C.GENERAL STRUCTURAL NOTES APPLYING TO THE BOX STRUCTURE. THE BAR � $tS�,9 O.C. (TYp ) ��LENGTHS SHALL VARY UNIFORMLY THROUGHOUT TETE TRANSITIQN. �` OC•
NOTE � A BAR TO BE U9E0 k/NE�PE CLEAR !�c/ALL HT. EXCEEGts"B" a,4R TD ae !/✓r'ED Gv 5' 6 OR LE,gs CLEAR `cA44 dvr
CSR• "CLR. � 3000 P.5.1 .
I t
I I Q FOR 51A8 RErNr. f y 40,000 PS. 1 .
I I _ 5� /B�/D.C. 5EE SEGTION 'G-C"
W t. : 150 P.C.P.
top
L9 SECTION C-C
- — REINF. CONC. BOX
N�� R5
/s°° 4xr�No e=0" �2�r �¢/r AND TRANSITION STRUCTURE
,�y't�NO OACNrNd
5eC
-r1QN 8 -8 4 REINFORCING DETAIL
DETAIL Z TR.Q,v rIIII I
• R.C. B. R. C. P. N.T. 9.
TRANSI'T'ION STRUCTURE DETAIL NTS f
CAST AR A4Y PACS!
2'1 AROelFv le
P
C
,, = • • I 0�- sEE OErA/L "Z"
DETAIL W
R.C.B. AND R.C.P. JUNCTION
I
5NE a0'=EX/
� I III GXTeR/U�2 L/
�� -OC- 74' 14A/L X /A90//E •� I � 5T//tom G'NA�VNEL
\ h1 �
I 1
A.SAWCL/T zF16T. C/-/AAWFL
�^ I I f.3D ALL EX/5T �'E.4T STEEL
--7-— ,-— ——— — — — I kT VALG AEpi'/5T CONT-SI ENa
( G /N -d 7BOTTOM SLAB.
JO//V T 00 NOT CUT
—�— / �• / / (/ERT/CAL �/VFORC/NG•
7/�� // g!7/ / / EX/5 T/NG ?� 'e, ,QEv/5E cyAnrNEG CONNECT/ON @ RCB. BOTTOM
CN�1 N/V EL INVERT I \ 1 9G.A,B.An/D AT 5/D,E WALLS
611% rI of CH / AIII 4,41-4 RE/HOV4L DESCRIPTION of REVISION
�-1 `, \ OATS APPROVE
o \ N r -EXIST. WALL �, PRIZE/rVFoRC/NG CITY of RANCHO CUCAMONGA
_
si' _ _ F G SET/ON � — NEW BOX CULVffI 6EE
O �! ` ~ G � /,Grir ���i l SECT/oN C -C ABo✓E
M �sEE DETA/G "),00" Ct=-A,vQOZ IQ//,0, : TRACTS 12590 - 2 & 12590 - 3
SURFACE o.0 EX/gT/NG
Q .. .,
,R Ce CA14, UEG �. CoNGQ,E•TE A"LOGf/
MASTER PLAN S.D. No. 8 -2
/a.00DETAIL Y STORM DRAIN DETAILS
Nrs
APPROVED BY D ATE 1/-,g agO
PLAN SECTION A-A CITY ENG;NEE RCE No 23869
N.rs DESIGN OLE AND ASSOCIATES, INC. R� NOED
R B F SAN BERNARDINO COUNTY
CONSULTING CIVIL ENGINEERING
CHANNEL WALL & R.C.B. JUNCTION DETAIL o�vl'" 545NAMountainPLANNING
w Sul sG105 SHEET
GFS UPLAND CALIFORNIA91766
NO SCALE
H N?(T 1 -.- QF
CHECKED C44 RCE No /¢S/ DRAWING NO.
E 29 B FILE No /26122s 890