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Product Information and Design Features
Nr,c MaxWeHli, 1V as nnwnu, separsTicin in 21,
faciuree, and insialled Ln U-ic- E FV� prelfinina- trc=--ent is —0-
cxd`-,?s-weiy �,y _Ak-G�rkir, is tbe ,ided flaravigh co_'Dacdcm and &er'_
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we !Clu�sr rq6y-nemwnrs in pre-Trwzw�n' T'c CO3T-T-ail'a sediin'eTit �d debti_5 canled
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incciming wnter. PureFlos Debris Shields z
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IV Requirements:
re.1110ve ra-nbrw., 4 -jee�ns -which are ryDicall-v rx)!;�
<a1culating MaxWelF -Ii(a�
ty:�� 0', pro'rtfry� sd�'- t�ert'_]' it -y, mnmfl inler,!Ahv and 'C'C�L rav�_d S�Iff.lCeS, or .0�hgr
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Sece"ify Features
dwzi'�rlif�g rd-ai-ii-A s-,orm wa�c� a—,- 'aae smadazd al dt g_-� o -J5 Eav'%roO sy—_w= _nzy N-'� =mnnenelea' zadil:�:xlal
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Type H M=eWeU per thic inawuclions below 1_�v w aat_s la, _'Gn."Ht�razials. re�e 'C -D'esig-n sugge5atms Ffw Retenlio.l -And V
r 7e _�jd ige_- -a4t 0�1;7 1)esisr� cast tron gm-ing.3 -arld wovers as �, Tid-ard aeccu
5�:��ed roz-,Abuiovy azza, �.-id up w I acre f d 'a Draimage Sqww-_ms` or cons ta rity
f anares. Spe nt
completing the MaxWelP IV Drawing re, from -_ccidenraJ jxn,-aact ave ai�iilable J
jpedfit P-Cjerr, A��qj,� flul,'-n bA4e boxefwi- �Por fw6�_'=' _-�c,�VmA fo 'med
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Estimated Overall Depth Effective settilre capacity
Proven Design
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Moc-'a6c-P. specI21-zed cqnkof�ed rig; gi�� flic ai,� - 13 fL--t flh�a stk�- rd Aci-Alri A _amber� �'jso con-:�ide-' -de v�- --r t ;'On' aidr'ns- They '-'re.
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CONSTRUCTION NOTES
01, INSTALL 8- PVC DRAIN PIPE, SDR J55 OR APPROVED
0 INSTALL 12" HDPE DRAIN PIPE
0 INSTALL 12" DIA. RCP (lJ50D-LOAD)
40 INSLA LL' 18" DIA. RCP (lJ50D-LOAD)
00 INSTALL 24 " DIA. RCP 1,35OD-LOAD)
INS TA L L JO " DIA. RCP (!J.50D-LOAD)
7 INSTALL J6" DIA. RCP f11J55-OD-LOAD)
(8) INSTALL BROOKS PRODUCTS CB---z,6J6 CA TCH BASIN WITH BOLT DOWN
STEEL PARKWAY GRATE OR APPROVED EQUAL PLER DETAIL, SHT 6.
GINSTALL BROOKS PRODUCTS CB -2424 CATCH BASIN WITH, BOLT DOWN
) STEEL PARKWAY GRATE OR APPROVED EQUAL PEP, DETAIL, SHT 6.
1 D)
INSTAL' BROOKS PRODUCTS CB- 1212 CATCH BASIN WITH BOLT DOWN
L
STEEL PARKWAY CRATE OR APPROVED EQUAL PER DETAIL. SHT 6.
10, INSTALL 8" CLEANOUT TO GRADE PER DETAIL 711 ON SHT 6.
/'- �- INSTALL ONYLOPLAST" DRAIN BASIN AS CLEAN OUT FOR 12 " AND 151
12
'�9 HOPE PIPE, PER MANUFACTURER'S SPECIFICATIONS AND DETAILS ON SHEET 7
1J� CONSTRUCT CATCH BASIN PER CITY OF FONTANA SID. NO. 121.
V1=PER PLAN, V=PER PLAN
104, CONSTRUCT GRATING CATCH BASIN -ALLEY PER AP X�A. STD. PLAN J04-2, SHEET 2
85 INSTALL S.D. UANHOLE PEP A.P.W.A. STD. PLAN j.-90-1, SEE SHT 6 AND LOCKING
MANHOLE LIDS PER A.P.141A. ST19, 210-2, SHEET 5
@6 INSTALL S.D. MANHOLE PER A.P.W.A. STD. PLAN J21-1, SEE SHT 6 AND LOCKING
MANHOLE LIDS PER A.P.W.A. STD. 210-2, SHEET 5
17) CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. SID. PLAN JJ1-2, SHEET 6
@8 CONNECT TO EXISTING STORM DRAIN PER A.P.W.A. SID. PLAN JzJ5-1, SHEETI 6
109 INSTALL 15" HOPE DRAIN PIPE
(�O) INSTALL "MaxWell IV" OR EQUAL APPROVED INJECTION WELL PER DETAIL
HEREOk. UPPER LEF�
(�I) CONSTRUCT INFILTRATION TRENCH AND BIO-SWALE PER DETAILS ON
GRADING PLAN, TRENCHES AND SVIALES ARE NOT A PART OF STORM
DRAIN PLANS.
GROUTED COBBLE OUTLET STRUCTURE PER PRECISE GRADING PLAM
GROUTED COBBLE SPILLWAY STRUCTURE PEP, PRECISE GRADING PLAN.
INSTALL STAND PIPE INLET STRUCTURE PER DETAIL HEREON.
(�15) INSTALL 18" HDPE DRAIN PIPE
26 INSTALL ADS WATER, QUALITY UNIT" (OR APPROVED EQUAL) TYPE
PEP, PLAN, IRAUFACTURER'S SPECIFICATIONS, AND DEETAIL3 ON SHEET 7
@ INSTALL KRISTAR "FLOW -GUARD" + PLUS 10R APPROVED EQUAL)
PER MAUFACTURER'S SPECIFICATIONS AND DETAILS ON SHEET 7
028 INSTALL NiLOPLAST DRAIN BASIN W17H INTERNAL HOOD (OR
APPROVED EQUAL) PER MANUFACTURER'S SPECIFICATIONS
AND DETAIL ON SHEET 7.
U9 CONSTRUCT JUNCTION STRUCTURE PER A.P. W.A. SID. PLAN J-40- 1, SHEET 7
(30) INSTALL 4- SDRJZ5 DRAIN PIPE S=0.010 ula
INSTALL ROOF DRAIN PER DETAIL 53HEET 2
J02 INSTALL 6' SDR35 STORM DRAIN S=0.010 MIM
@J) 4" SDRJ5 STORM DRAIN CONNECTION FOR RETAINIA/0 WALL DRAINS WITH C4P.
J04 4 " CLEAN OUT PER DETAIL 11 ON SHT 6 FOR RETAINING WALL DRAINSo
J05 SK4TE PARK DRAJN PEP, DETAIL ON SHEET 5
J06 8" DIA, DECK DRAIN PER ARCHITECT DETAILS.
SCALE IN FEET
0 30' 60' 90'
LZIN—LZIN ' *MEN"
120'
BASIS OF BEA
77—
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am am
*T-r BASE DF
TL 7 VER
THE BRS N9890,59'31'9E
CIVIL
PROJECT D WG. 15 OF 3 1
D WG'qs.
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ALDN6 THE CL SUMMIT AVE
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16427-1, MR 29617-1L
TRAGT
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Prepared Under The Supervision Of
CITY OF FONTANA, CAL19FORNIA
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
NORTH FONTANA PARK
760-A S. ROCHESTER AVENUE
DRAWN BY�
iv
15590 SUMA41T AVENUE
SOALE:
1"�=30"
ONTARIO CA 91761
PHONE (969) 937-7151
DESIGNED BY-
RRNATE STORM DRAIN PLAN
DATE:
If
AONS
1110110.5
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CHECKED BY..
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DIRAVANG NO.:
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EXP� 0
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R.C.E. 51152
i7TY ENGINEER DATE
30
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