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F -OUTSIDE
Loa - -031 E04i bF b5itfitfi..
EDGES TO BE
0.
NOT�S
D BARS
DEPTH'M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS -DE DI
75 mm 13u) Oc
:.T Of THE.OUTS! AMETE-R OF THE. LATERAL MUST BE LESS THAN OR.
ABLE OF
wa.
F- 0 UN IDE
10W 63) TIC 5A Rz ID OF SPUR 7.. THAN 867 mm .(T-1.0 1/24) FOR PAVED STREETS OR 1
EQUAL TO 1/2 S - DIA
ct tc _'R H OLE ARE NOT
PAVED STREETS. CONSTRUCT MONOLITHIC SHAFT PER ..'SECTI-ON C -C AND USTREAM DIAMETE S OF --E M -
TREAM A NO. DO. -W F T ANN...
20.0 113,6311 i§ol
47!-20M(#6). �E BARS Al La UPS.
DETAIL *N*. SHA STRUCTED VERNMG- -E-TER. OF THE fN LINE
975 -mm. (3:91. Ig jnpqj.7!-j
9-75 LONG.- FT FOR ANY: DERTH OF MANHOLE MAY -.81E CON. THE. SAME, T14E GO. INSIDE:ZIAM
4-15MIA4.) -H 056 mm f4; PER SE-CTIDN C-0, WHEN DIAME S 1200 mm (48*) OR: LESS:� CENTER SHALL Bt CO-N-SI-DERED 7-0 :Bt. TH:AT wmEfRE TH txTe- WED CENTER
,SEE �kotc j_r _L11- 'A.- - I.., . TER Dj. I
TI -E. OAR BARS 90.0 on '19.5
0 BARS t -F- I LONCv OFSHAFTMAY BE LOCATED PER. NOTE
0A mm. -1_
f48 Z
14 (31 Oce i TAN E. $HALL ..AL TO
i275 mm. --1519 -5..
-04) i BARS 1 4 m (4'�-^t __ g. -
Mt C IN NO INS c TIRE. INSIDE DIAMETER OF: THC: LATE.
SEE NOTE NTER OF -HALL BE LOCATED OVER CENTER LINE OF
2� re. -MANHOLESHAFT S
(418�) LONG OC H aNHOLE BE GREATER THAN.. 750 mm.
T E MA
STORM DRAIN WHEN DfAME
'CON" T.ADDI-L.. ARS IZO Mm .-TER. Dt IS 1200 mm (40 OR LE IN WHCH CAS)E
N
DETAIL
-mm
mmi 6
_T EDOE .15 _9 162, -LA AR -s
P CE E B: -S
F W) OC 0 IUS IDE YMMETRICALLY AROUND SHAFT AT 45* WITH CENTER LINE 13. :MANN OLE PR AME AND COVER SHALL CONFORM TO STANDARD PLAN 630
z (RIM03- A10 rv0VZW.NQT SHOWN) OMIT:J OARS
OF MANHOLE, M Olt mm A N
_6 'm 0 -OW
(SEE NOTE 1) is.50. 2,10- ts .1 260 m .0 1/4") UNLESS OTHERWISE SH7 N.
PLAN �.M_W 4�69#1 M.. m, 142_ 3/44 VALUES - -NLE S HERWISE SHOWN
3� L AND P.SNALL H AVE THE FOLLO. ING u s OT. 14. MANHOLE:SHAFT SHALL CONFORM TO STANDARD PILAN 3Z4 UNLE$S
fS T SHOWN) 1800 mm f72,k) 28.0 mm Oil,
HAFI NO.. - ON THE . PROjECT . DRAWINGS;
is% 0 -A - 0 3/41. H RWISE 'SHOWN.
i r man mm _10 - OT E
m I:- -
-17 (5- 130 mm (5v)
A. 02=2400 �mm (96*) ORLESS,
20 12 1/zil
J,94* A 6il). p
L/ I- .ZI,8 M -.0*) P= 210 -HER.E A MANHOLE SH T �154-00 m.m 1.36") WITHOUT REDUCER IS -SPECIFIED
MANN OLE. fRAME 'Bi �.Di OVER: 2400 m AF
D L
TO MEET PIPE. REFER TO STANDAR P AN 326.
STREET AND COVER PER !_fin L MAY BE INCREASED OR LOCATION -OF MANHOLE -SHIFTED-
GR.ADE S, -0� PLAN 6 310 -asso .002"). -3. S.
17 1 (161.61 ENDS, W.HEN L GWATER T14AN THAT SHOWN ABOVE IS SPE-IFIED. 0 WS RE -0 EF1 Is
c, 'HERE -'SS HOLE. SHAFT WITH ECCENTRiC UC
(241
ite 4 /21_9 - :0 mm (6'*) OC.
16� W A PRE .UJRE., MAN
Ron (114"'. 42-0 mm 0� SHALL BE CONTINUED 15 SPEC-IFIED: kEF'ER TO STANDARD PLAN 528:.
4 Zo..M._ m*_ 0 7 4.
MANHOLE SHAFT 12_5� 'awn '.50 mm lio �-P:IPE.SEAT LEVEL.
5. -:.nun- 0,711)
mm 12 1430- 4. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER
PER STD. f r SEE NOTE -9
_NE OF SHAFT 'NS ARE. SHOWN AT CENTER 'L):NE OF SHAPT AND
WITHOUT REDUCER IS
PLAN 3-24 PIPE SEAT 17 WHERE A PRES SURE MANHOLE SHAFT -.914 mm (3-6
_W
Lt ELEVATtO
-4 it 7. REFER TO STAN ARD �PLAN:3.29.
0 -3 50 .8.-)1445 jzrl - SPECIFIED D
000 mm (3, 0")-' 'm i I wi �(!1'5
E BARS REFER TO, THE PROLONGED INVERT GRADE 'LINES.
OARS
0 �1' t: mm
TIE BARS
5,a REINFORCEMENT SHALL CONFO AS A 615 GR
M -ALUE.$ ARE 'US LL
EXACT EOUAL A UES. I:r - E A
L TRIC Af. ED, V4LUES US.,�.�
GRADE 40)*1 A -NO SHALL TERMINATE 40�mm It 1/211) CLEAR OF CONCRETE SIUR�
.139 FOR. CONS TROCTION SHALL.:BE METRIC VALUES :EXC*EPT:.REtNFIJK16I.N.G BAR
0 M 8 'Sl ZES
IZ't �IN ENGLISWURITS`MAY BE T S6 e- Tf? I C
FACES UNLESS OTHERWISE SHOWN..
TIE BAR 'S s
0 4R S S,UBS ..ITUTEO f.
P I 100� ENG.L. I S14 UNITS ARE USED. ALI VALUES USSED TRUCTION SHALL
125 rrtm (W) IF FOR CONS
F. ko p
F. J OARS 6:* FLOOR OF MANHOLE :SHALL 13E, STEEL TROWELED TO SPRING LME.
5� E..NG
USH UNITS
ROUND EDGE -S
5 TANDARD 1 t -ANS -A N
TABLE OF7KE T
T6 75 (3*) UE POURED I N ONE CONTINUOUS OPERATI-ON :t CORPORATE -HE
7, BODY OF MANHOLE SHALL. BE
THE FOLLOWING RE D
EET
71R UNPAW EXCEPTTHAT A CONSTRUCTION 40INT
15M(#41 0 4-5 ?&v_ED._A_ D,, WITH A LONGITUDINAL KEYWAY MAY -AFT WI-TH ECCENT. RIC REDUCER
0 SECTION 32:4 MANHOLE SH
-U-1 G-R-AO9 POINTS, \ N . .
X. -IN-
71777. ELEVATION
BEPLACEDAT SPRtNG LI -NE.
:326 MANROLE �SHAFT - 900 mm (36;*) WITHOUT REDUCER
WAY5. TO BE USED APPLIES AT SEt,NOTE. 4 A -A 1867
THIS- POINT 41'0� WITH. ECCENTRIC
2 La. A
WHEN Dit Is 1600 mm 8. THICKNESS OF THE PECK S. -HALL VARY W14EN NECMSAR,Y TO PROVIDE A .8, PRESSURE MANHOLE SH. F
(6*6*1 Of? -OVEU.. SECTION B -B '32q PRESSURE MAKHOLE SHAFT:914 mm .(36*) WITHOUT REDUC R
LEVEL.- -SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F f
63-0 610 mnA: -241 MANHOLE FRAME AND COVER
SECTION A -A SROWN ON TABLE SH,_ 2,
6-3.3. -9-14 rAM (3.6") MANHOLE FRAME AND COVER
9. 0 BARS SHALL BE 15M(*41 FOR. D .:..975 mm(390-) OR LESS, 15M(#5) FOR. 635 . STEEL STEP
CONCRETE AINCS
r
,-STREET GRADE 03.6
p D �I TO 21-00 mm I .4w) 14CLUSIVE AND.�90M(06) FOR POLYPROPYLENE -.LASTIC. STEP:
Eft S TO, 050 p
PLAN 324- X. 25 M.m (5 02_A�2250:mm- 1961 OR GVER.
R- im. SEAT
OM.1 T TH 1:S H. SAR S
/Y a
STEP. IN v 10� CENTER LIKE OF INLET PIPE
SHALL INTER_$ECT IN -SIDE FACE -OF CONE �AT
PAVE x.. ft -SEE TABLE . PRING LINE UNLESS 0 .. THE . q_ �.S . HOW
STREETS VARIABLE
41. SHALL CONFORM. TO. STANDARD PLAN 635 OR 636: UNLE$S OTHERWISE
W. TEP S.
H, SARS-- SHOWN. STEPS S44ALL BE UNIFORMLY SPACED 35-0 mm.04-11) T0:375 mm (15*- .0ic
E SA RS. T14E LOWEST STEP �SRALL NOT BE -MORE:THAN 600 mm .:(24 . *1 A - 0 VE THE INVERT.
0 (S
40
FOR f0m(. 3 OR:
400 Mm 06' F, BARS -12- THE'FOLLOWING CRITERIA HALL 8E::USE-D
tE s FOR THI$ MANHOLE.
PAVED STREETS. T,
60 -mm. (21�-29 Fool j A. MAIN LIKE = -90.0 Mm-C3V) iNSIDE MAMET F? OR LA GER, EXCE-PT If T.I. Am
m E R
UNPAVED S-MEETS-�' �4, SA
WNSTREAM OF MANHOLE. tS 900 im.m. (36.1 TO 1.050 tnm (421
LINE RCP DO
RO-UND.- -IDE:DIAMETER ANDI THE MAIN.LIN��. RCP'
:INS
mr, ------ �V_ UPSTREAM IS 825 mm (33") OR
- - - EDOES
TO 75. mm LESS STANDARD PLAN 321 SHALL SE USED.
SECTION, C -t,
.0� _RN�C FOR 1! im
AMERICAt4 P UBLIC* WORKS ASS IA' CHAPTEA
OCIATION SOUTHE ALI N.
!AT AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN -CALIFORNIA tHAPTER AMERICAN PU LIC WORKS A$30CIATIONo- $OUTHERN CALIFORNIA CHAPTER sTjk WARD PLAN
.440UTHERN STANUARD P
7 N
PROmm"Tev SY T"e- . 'K$ 10N, _'L RNtA. PTER STANDARD PLAN
-STAI'D AMERM AN: PUB. W-C:WOR -C-AfFo
mmic;
MET=
pusuc MANHOLE PIPE. TO. PIPE MAINLINE --METRICI, TO PIPE MAINLINE
GRaWOM COWMME L ANHOLE PIPE TO PIPEVAIN LINE
mm S IiEfr- 4 OF 4
f-.- U SE WT -IMCAn USLIC WORKS NSTRUCTION OF4 .2- ofol 400 6 -R
R 5- -4 io 9 (3 ORLARGE
SHEET 1 36 SHE 30F
ONS FOR- P OR LAt
-9 Mm (36") 0 '101=10' WE WE - 0. M -M.( R -L) -..-RG 320 1
'ID- _)00 RLARGER 320 MAN"Q 320-1 MANHOLE PIPE 320-1
AD ID=00
Underground Service Aert
OR
Cat. TOLL FREE
1-800
227-2600
TWO WORKING DAYS BEFORE YOU DIG
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS
IN EFFECT.
FS AM
FORECAST HOMES
10670 CIVIC CENTER DRIVE
RANCHO CUCAMONGA, CA 91730
(909) 987-7788
(909) 987-1169
REMSIONS Engineer City BENCHMARK
No. ARproval Date: Approval Date:
6��z �,Iz pas- CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN
SEVAINE RD., IN SOUTH CONCRETE BASE OF
S.C.E. TOWER 19.5; 2.65 Mi. W. ALONG
HIGHLAND AVE. FROM SIERRA AVE.
ELEVA"nON: 1428.6090
OFESS/
J.
�7
No. 36052 m
r-- 11 /-7f% lf%f%r% A
k C
�k, �OF
CjM_�/
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax 9 ) 356-1795
�� a � 10 &- - 21 - 0 1
Rayriand J. Allard, R.C.E. 36052 Date
(expires 6/30/2004)
CITY OF FONTANA, CALIFORNIA
STORM DRAIN PLANS
Drawn By: Scale:
DBW TRACT NO. 16078 NO SCALE
Designed By- DETAIL SHEET Date:
DBW AUGUST, 2001
Checked By: Dwg. No
Approved: 409" - I
RD Rcq, FbQ CITY ENGINEER R.C.E. 64 462q 2M
Filename: M:\DWG\l 6001 \STORM DRAIN\SHT4.DWG