HomeMy WebLinkAbout3989-18Section 2721
Engineered Surface Drainage Products
GENERAL
PVC sufface drainage inlets shall include the drain basin %type as indicated on tbee Contract drawing and referenced tMthin the contract speofficafil-AI& -the ductile
iron grates (12" and 15" frarnes are cast iron) for eacti of theso fittings are to be considered an integral paht of the surface dr-a-inage inle, and shall be . Iftirnished by
V Inc., or pnor approved
he so nie rmnufacturer. Tha surface drainags inlats shall be as manufactured by Ny'laplast a division of Advanced Drainage Systems,
equal,
MATERIALS
The drain basins required for this contra d, shall be manufactured frarn PVC Pipe stock, utilizing a therrno-molding process to reform the pipe --tock to the specified
ic-;onfigurat"on. The drainage pipe connection stubs sfiall be nianufach-trad ft-orn PVC pipc stock and forrited to pto%�-de a watertight connection with the specified
pipe system. -1 his joint tifhtne D32 usina flexible slastoveric seals, The pipe bell spigot
ss shall conform to 6aT_L4 12 for loints for drainand sewsr a1gstic.pine
shall bp- Wined to the main body of the drair basin or catch basin. The p1pe stock used to manufacture the rnain body and pipe stubs or, Tie surface drainage inLets
shall meet the mechanied property requirements for fabdcated fittings as described by �8 �TM D3034, Starodard for Sewer PVC PI -e and Fitjnus� hil F1336�
�_AST
�Stangdard for PVC Gaskated Sawar Fittings.
t , n) shall be
I id 16' frarries are cast 'fro
I he g f ates furriish ad for at 1 su rf sce drai nage i n 1 ets shal I be duefile Trin grates fo r ai zee s 8", 101, 1 12', 15", 18", 24' an d 30" 1 2" a r
made specifically for each basin so as to provide a round bottom. flange that Closely matches the diarneter of the suftco drainage Inlet. Grates for drain bas . ins
sliall bra capable of supporting H-25 vtheel loadfing for heavy-duty traffic or H-1 0 loading for pedestrian traffir. 12' and 15' grates will be hinged to fhe franis using
pins� Metal used In the manufacture of the ca -stings shall eunform to 6,9j, �MA536 �rade �7q-§!J&05 for duqUie fro!", end ASTNI A-48-83 �clsss 39B jor 12' and 1
,rar trarrigg, Grates shAl be prm4ded painted black.
114STALLATION -11 materials and procedures. The bacKill material shal! be
lbe specified PVC surface drainage inlet shafl be Installed using conventional flexible !Yp-
- backv
a ushed stcma or other grarrular material meating; the requirements of class- i or 2 maWI&I as deiiined in AaTjlJL D2321 he surface drainage inlatis shall be
bedded and back-fillend uniformly in accordance w4th ASTTA D23Z- The drmn basin body will be out at the firne of the final grade. s -o as to rnairitain a one plece,
leak- procif strur-ture. No brick, stone or concrete block will be used to set the
I _Tp ate to ttlm final gradle height, For P,25 Lead rated installatimns, an 8" to 10 thick
,1041crete ring Will be poured under the gralto and frame as recommended by details provided from the manuiacturer.
TKS PP,MTC*15�74,f,�,%-z$gjgjEfTMA'r'Tfl 44 tATHlCH EIFUN - AN By CA MAMMAL 313D VEMA AVE
r
TI -4
`4
NAMPLAV FILS PROPFMARVMGHIS� WIP11CLIPT Mi SA 10510
OR FoSSeS&0,14 oc TFIS MWIXI58 NOT CONFER PM r,731324*432
DATE 1AMMr,
- 7 _:�
-,"F�rcp, v;z Ins- OF T HE DESIGN OR t
BN
PP.
A
TEoW, M *F,NWMM S44-IAW �EIZHN Notlas
N= APPO BY CjA PROJECTNOINAVE
rS7p9 PRiffop jV4Y -54WMATION TITLE
2812AG _N 2815AG_ _N
Z AND 15" DRAIN BASIN
FAVEWNT 4W M11K CONCROESILAS
)k A
A 120 MIN.
sr, M1
MATEMIAL 4-1 ETING CLASS I OR 2
AS SPECIFIED "N ASTN4 IM -21.
EMMLL MATEMAL S -HALL BE
RAM UNV70RMLY IN 12"LIFT s,
Aw WNIPAVII-It-D.
DPAN BAS114 SEMON V- 30- WE-C-11-r-ATICA'S
ARTMAL TOR15=1,� FOP. %EWW_09JRE7j 011 �E-uiFpokq' Wr
is Fvmfma'�' ig r-M-IDDEN, EYGF�- B
I Owe sm A WALE iA SPEET I or i VNC M U044"'ti REY C I I R� FROUNT110
A, CONNECTING THE BYPASS (OUTLET END) CONNECTING THE BY-PASS (INLET END)
OIL
ADDI TIONAL CONNECT SEDIMENT ACCESS
ADS WATER EXCAVATION INLET TIEF � ACCESS RISER
QUALITY UNIT FOR BY-PASS FITTING RISER SLOPED PIPE
BY-PASS COUPLER
OUTLET SIDE ---i I nTOC' I 11_rvol�
AASHTO NO, 57
UK N11 d > I UINL ADS N-12
TO BY-PASS LEVEL BY-PASS
'OMPACTED 95'/-.' SPD, PIPE
CH INVERTS
WHEN CONNECTING
THE OUTLET WYE
FITTING
1, START ON THE DOWNSTREAM END BY CONNECTING3
THE OUTLET FITTIN& BE: SURE '10 MATCH INVERTS Or'
UNIT OUTLET AND BYPASS PIPE,
2� BY-PASS FITTINGS CAN BE CONNECTED USING THE SAME
COUPLERS AS THE MAIN STORM ' �'EWER PIPE, COUPLERS
MAY BE SPLIT COUPLERS, IN-LINE BE! L COUPLERS, SNAP
COUPLERS, BELL -BELL COUPLERS OR WELDED COUPLERS
2712AG N 27115AG N
2" AND 15" INLINE DRAIN
CONCrIETE SLAB
PM
g %
aWyFAL
CRU -81 ED STONE OR GRAVU
MA -MMAL k4�-�P=j jf�jf� f_4ASS I 3-R 2
ASI�jpECJRWI ASTMU23M,
BACKFILL MAISPIAI SHALL BE
PJACEODNIFORMLYAq WLIFTS
AAM COWACTED,
01,�
OUTLET
WYE
FITTING
1, CONTINUE CONNECTING THE BY-PASS PIPE TO THE UPSTREAM
END OF THE UNIT,
2� FINISH THE BY-PASS CONNECTION TO THE UNIT 13Y CONNECTING
THE INLET TEE ':-TTTING
NOTEi
PLEASE CONSULT WITH YOUR ADS REPRESENTATIVE ON THE AMOUNT OF
FALL FROM THE BY-PASS INLET INVERT TO THE BY-PASS OUTLET INVERT
AOS MUM' 'ADVANCED DFANAM SYSTEMS, ADS STANDARD DETAILS DISCLAIMER, 'ADVANCED DRAINAGE SYSTEMS INC. (ABS') HAS PREPARED REVISIONS
F.As PREPAREo THIs DPAWNG BASM ON THE INFORMATION T141S STANDARD DETAIL TO DEMONSTRATE ADS' RECtINIMENDED INSTALLATION Or 1T PIMBLICTS sy T DATs
'C _2Y FOR TPE DEPICTED APPLICATUR IN ADDITION TO ADS' RECOMMENDATMNS, THERE KAY BE
PR6VEC imE DESIGN ENGNEER FOR T14E SPECIRC PROJECT. T141S
DRAIMNO IS WENDED TO DEPICT THE NECESSW ADS COMPONEM FOR OT14ER NATMNAL, STATE, UR LOCAL SPECIFICATIONS THAT ARE PERMENT TO THIS APPLICATM
COMPUM40E WTM THE ENGINEER'S DMGN AND40R LAYOUr. ADS HAS ADS' STANDARD DETAIL IS NOT 114TENDED TO SLIPERSEDE ANY NATIONAL, STATE, M LOCAL
NOT PERFORMED ANY ENGINEMNO SERVICES 01 T141S PROJEcT. NOR SPEMFICATIONS, AND ADS' RECOMMENDS TPAT THOSE REGILIMEMENTS BE REVIEWED AND ADS WOU INSTAIL-L 2
HAS fir,$ INDEPENDMILY VMfIED T14E INFORMATION SUPPUED By THE CONSLLTED PRIOR T13 TI -E INSTALLATIZIN 13F ADS' PRODUCTS, ADS HAS NOT AUTHOW70, AND IT
DESIGN ENGINEER THE DESIGN ENGINEER SIHOULD REMEW T14E DRAWNG BtARS NU RESPONSIBILITY FOR, ANY P-EVISIONS, ALTERATMNS, 13R DEVIATMNS FROM THIS bom gy mmmw ef Down f
TO INSURE T44AT iT Is IN COMPUANCE WrrH THE SPECIFIC DESIGN PROJEcr, STANDARD BETAIL' � MOB 7/28/W KSK INSTALL 2 M. SCAM 1 :50
STORM FLOW
TCLEAN-OUT PLUG
FLOW, LE-,JFL DUPJNG
HI-FLOV-STORM EVENT
S70RM FLOW
WIATB LEVEI- AFTER STORM EVEW1
TPAPPEED OIL FLOATING DEBRS
IS'- 30'DIRAIN BASIN SIPUC I URE SUNP
STAIMLEVS S TEEL INTERNAL HOOD
7-
D L
r
(43 Of
N.
A F, 6 j-FZ OUND EDGES
02
MATEMAL
Tp-
MC VERONA AVE
T;W'1V_14I8YA1r!1j1
ACCESS RISER
Stj- ORD, GA 20518
DATTE 101 A, 1U1 CV90UM
A
TABLE,
1:A --kojECT "0414AME
4�ov MUDMIONS
4 -ND BAR, VZES
'3FE'.114 1: "JAI
QUALITY UNIT
TIRE
D, F
nt-'TE 14FEeAl
i�DWGSM �:A
LEVEL
SOME tl% SHEET I fjF 1
MGM TINIA10441
REV 1)
01,�
OUTLET
WYE
FITTING
1, CONTINUE CONNECTING THE BY-PASS PIPE TO THE UPSTREAM
END OF THE UNIT,
2� FINISH THE BY-PASS CONNECTION TO THE UNIT 13Y CONNECTING
THE INLET TEE ':-TTTING
NOTEi
PLEASE CONSULT WITH YOUR ADS REPRESENTATIVE ON THE AMOUNT OF
FALL FROM THE BY-PASS INLET INVERT TO THE BY-PASS OUTLET INVERT
AOS MUM' 'ADVANCED DFANAM SYSTEMS, ADS STANDARD DETAILS DISCLAIMER, 'ADVANCED DRAINAGE SYSTEMS INC. (ABS') HAS PREPARED REVISIONS
F.As PREPAREo THIs DPAWNG BASM ON THE INFORMATION T141S STANDARD DETAIL TO DEMONSTRATE ADS' RECtINIMENDED INSTALLATION Or 1T PIMBLICTS sy T DATs
'C _2Y FOR TPE DEPICTED APPLICATUR IN ADDITION TO ADS' RECOMMENDATMNS, THERE KAY BE
PR6VEC imE DESIGN ENGNEER FOR T14E SPECIRC PROJECT. T141S
DRAIMNO IS WENDED TO DEPICT THE NECESSW ADS COMPONEM FOR OT14ER NATMNAL, STATE, UR LOCAL SPECIFICATIONS THAT ARE PERMENT TO THIS APPLICATM
COMPUM40E WTM THE ENGINEER'S DMGN AND40R LAYOUr. ADS HAS ADS' STANDARD DETAIL IS NOT 114TENDED TO SLIPERSEDE ANY NATIONAL, STATE, M LOCAL
NOT PERFORMED ANY ENGINEMNO SERVICES 01 T141S PROJEcT. NOR SPEMFICATIONS, AND ADS' RECOMMENDS TPAT THOSE REGILIMEMENTS BE REVIEWED AND ADS WOU INSTAIL-L 2
HAS fir,$ INDEPENDMILY VMfIED T14E INFORMATION SUPPUED By THE CONSLLTED PRIOR T13 TI -E INSTALLATIZIN 13F ADS' PRODUCTS, ADS HAS NOT AUTHOW70, AND IT
DESIGN ENGINEER THE DESIGN ENGINEER SIHOULD REMEW T14E DRAWNG BtARS NU RESPONSIBILITY FOR, ANY P-EVISIONS, ALTERATMNS, 13R DEVIATMNS FROM THIS bom gy mmmw ef Down f
TO INSURE T44AT iT Is IN COMPUANCE WrrH THE SPECIFIC DESIGN PROJEcr, STANDARD BETAIL' � MOB 7/28/W KSK INSTALL 2 M. SCAM 1 :50
STORM FLOW
TCLEAN-OUT PLUG
FLOW, LE-,JFL DUPJNG
HI-FLOV-STORM EVENT
S70RM FLOW
WIATB LEVEI- AFTER STORM EVEW1
TPAPPEED OIL FLOATING DEBRS
IS'- 30'DIRAIN BASIN SIPUC I URE SUNP
STAIMLEVS S TEEL INTERNAL HOOD
7-
D L
r
(43 Of
N.
I an
A F, 6 j-FZ OUND EDGES
FOR UNIT
Tr 75 mm (S') R
Tp-
36 7W�r A
14141
ACCESS RISER
NOTE 1 1
S-A Ir.6
A
TABLE,
'41
4�ov MUDMIONS
4 -ND BAR, VZES
'3FE'.114 1: "JAI
QUALITY UNIT
"-STAT10%
D, F
'STA- CIIN - I I -S rA .4),
LEVEL
ME NOTt 4
4XI - s-, A
� . -1 T�Z PT,-/ -0 SA43S
OR �ap
02 Is M00 � Moll, OP M. -RE-_
B_ T
ELM
OR NO� 8
0 EAPS�j,� MIA 1-3
McHtsll
- ' _�z 6a #4�
I an
1S I iSO 1 9 V4 i
FOR UNIT
ID SiLT
Tp-
36 7W�r A
14141
ACCESS RISER
ST5 I
S-A Ir.6
Allpfifl)�
STRUCTUPE
WSW 1
42 49a 71,12
'3FE'.114 1: "JAI
QUALITY UNIT
IT215
--z 20a 71sm
60TIf WAYS, TO BE USEM 'w -PN
LEVEL
KIM
-e 210 P_ ij';�
02 Is M00 � Moll, OP M. -RE-_
> UNDISTURBED
�_'N"SS I'P__ - j
OR NO� 8
LONGITUDINAL SE -
11,14 S 1A "I WIINIWT'� I W41 MCI -: i �-; M " e'F
'j= --i � r"N-1 X77 7"PM,
STONE BACKFILL
_L
_-TION,
TO BYPASS
I
117 1 244 1
D EARS- -lam
A SAPS
OF �A) i
> >
6's 2E::' M
F BARS
-77--
�'
NONE
DATE:
IC
7__ LK
LEAVE AREA
mr-0
72 2et Ij !9'
OPEN TO
FOR TRAFFIC LOADING H 24' COVER FOR 36', 42", 48', AND 60g
"i -5n i
7s 30'- ii -siA I
> S TONE
r1ob- ��_B
1 '2412- 1
x-5
-7
B DDING
6'
z cv, 5
NOTES1
=11
102 lt4 112
1, AVOID EXCESSIVE GROUND WATER IN THE TRENCH
DE -WATER AS NECESSARY,
1 UTILIZE CARE WHEN LOWERING
UNIT INTO THE
2, PROVIDE SHEETING OR SHORING AS REQUIRED,
TRENCH, HANDI-E USING NYLON
I W01 4
3, MAXIMUM COVER HEIGHT MEASURED FROM THE TOP OF
PICK POINTS.
�E
wAy$ T0 S� -ses
2� PLACE 13ACKFILL AROUND THE
UNIT IN UNIFORM
u3 -1
95% SPD,
I
t72
IN
�L MA I Ii LMF -a
S E�� -1 �01 N N' �-N-
M_
A DS U NIT MINIMUM I.NIMUM
THE DOWNSTREAM SECTION FIRST, PROPERLY
S I Z E D WW
-aaGjECTED ON
U29
36" 4,51 6,5'
AMRE'RMAN PJEUC WOPKS ASSOCIATION - 50C'�,,IE-pN CALIFORNIA CHAP7ER
T RANSITI ION STRUCTURE
I _a�7� 1011
-
PIPE TO PIPE
60 7,5'
C -HE HOP, ZON�A' ANcL� CF CONVERGENcE 0561 DWERGENcE, e, E-14ALg-
No-
VALULS It, 8, C, Of AND D2 ARE 55-H101,0i ON THE P P, C i E'C T
DRA' INGS, ELrVATION' R ANO ELEVATION S ARE S�40%]`A WHERN
R- F, 1 '0,
-OWRED, BY NOTE
TRCM�L-10 TO SPR�,AG LiNE�
FLOOR OF STRj'1TJPE_ G-;-A-L BE T�M
4� FEINFORCEMENT STEEL SHALL CONFOPM TO ASTM A 615 M 'A 615L
GRADE 300(40L AND Si�ALL TERMINATE 40 vITI C J/2') CLEAR OF
CONCRE7E SURFACES UNLESS 0714ERWISE SliOW?,, ONrM-ADINAL
SARe ;�IAALL 5�: �CM 0 450 rrin, tr-Z OR r,4 t� Oc IR I ;M,
5� _PLZVAT�OW S APPLiES AT INSIDE WAL. OF STRRUMFIEr-
6� TFANS�'NON STRUMAE SHALL BE PO�;RED N ONE r-'ONTINUOUS
OPEFATION, E_XCEPT THAT ""',E CONITPAC'i!'OR SH,Ai-L i",AVE THE
OPTIC
�uk OP PLACING AT THE SPIR-ING LINE A CONSTObCTION �OINT
GIT 13 -NAL KEYWAY�
7, THE- ULN-13TH W THE 57M CT VRE MAY BE INCURFASED AT T HIZ OPTWN
01� Th -E GONTRAC-Orc TO VICET 4RCP ENDS, UlM3 D aARS�
LWAGITUDNAL MM5 BOTTOM REINFORCEWENT I% EX-rERDED F. -OPTION
Ov' SAME :XAWTER AND SPACING AS SPECIF�ED IN -HE: TABL;�, 51;T
A�4Y CHANGE IN THE LOCATION OF SPUrR MJST ot A;PqCVr By THE
ONGMEER,
5� LM51-MMEN' F S�--,A� BE AS IN 9HE -ABL_P� UNLESS
OTHERWISiE SHOWN -ON T -HE PR6jEC�T�IDRAVIJNGS,
S. WHEN THI�RE IS NO SPUR REOWRED, A CB 8 SARS SHALL BE 0hilITTED,
10. WHEN ELEVATION R ANO E-1-EVATION S ARE NOT SHOWN ON PROJEECT
DRAWINM INLET PIPE SHALL ENTER MAMN UNE RACIALLY- WHEN
AINLET PiPE ENTERS MAIN ONE OTHER ThAN RAWAL-Y_ ELEVATION S
SHAg-1- BE" SHOWN ON PROJECT DPAW71NGS, AND INLET PIPE t -HALL
BE LAID ON A SI-PAIGHT GRADE FROM ELEVATiON S TO CATCH SM -N
OR GRADE BREAK 114 MWET l�INF, ELEVATWN R SHALL BE SHOM ON,
PRC,X"T DRAWING" 0 -
WHEN S -US 7S `0 BE PPOVIDED IN MAIN
ME FOR FUTJRE CONSML-CTJON OF VNILET PiPE,
L� THE MAXIMUM ' .-OVER ABOVE TWS ST RUCTURE $HALL SE 7.5 fn 125'11
IF THE COVER EXCEE'Dt 7-1 M M"') A SPIEClAL STRuCTURE $HALL Bt
DESIGf,'ED 'FOP, THE COVER AND DETAILED ON THE PROJECT 'o-nAW1IjGS.
12, MMENSIONS SHOWN ON TWS PLAN -70-- FAETRIC AND EN6LISH Urfl�"
APE NOT EXAC� EQUAL VXLUES. IF METRIC VALUES ARE LSED, A" L
VALU�t_ US�D �01R CON$TRIJoT�014 SHALL SE MTRIC VALUES EXCEP'!"
ro f7 P
REIN14�0=546 BAR SIM ENGLzSH UINITS MAY SE SUSS-5-�TLIT 0,
MEMC BAR S'ZES, iF ENGLISH %jNITS- A --:E "'S'ED, ALL VAUJES usED
FOR CONSTRUCTION SHALL BE ENGLiSH' J�NM4_1
/.I N
TRENCH AND BEDDING PREPARATION
T
PLACING- UNiT AND INITIAL BACKFILL
FOR UNIT
ID SiLT
Tp-
IIAII
14141
ACCESS RISER
ra) t22 2443
TM#72)=20a
SWa M I-EPE
Allpfifl)�
STRUCTUPE
ADS WATER
SET ADS WQU
'3FE'.114 1: "JAI
QUALITY UNIT
ON LINE AND
>
INLET SIDE
LEVEL
>
TOP A EW
lk AASHTO NO, 57
> UNDISTURBED
�_'N"SS I'P__ - j
OR NO� 8
MINIMUM
EARTH
11,14 S 1A "I WIINIWT'� I W41 MCI -: i �-; M " e'F
'j= --i � r"N-1 X77 7"PM,
STONE BACKFILL
D
N-1
TO BYPASS
I
'PIANSFE�, C -.L,, E 1, E E 0 F 7- 4 �E L M S
J�f I W41 I, I f, I, fT TIE IA'j 1 `1`1' IN
'"I'll Ill WA PRIM; 43 or, fnAva
OD INVERT
> >
SCALE -
COMPACTED 95% SOD
�< /I
NONE
DATE:
> >
LEAVE AREA
DPW, BAHAVSHMEMALIM0
1< 'I 6' AASHTO
OPEN TO
FOR TRAFFIC LOADING H 24' COVER FOR 36', 42", 48', AND 60g
> > NO� 57 OR NO, 8
SET SUMP
> S TONE
INLET TEE
MMWI A Butt 1-17 RiUA i I Of 1
11Ae'zz__lf1 zz�Llzz:�r/y<z/'�'/Alz/'�'
B DDING
6'
PROFAL- ViEw
NOTES1
1, AVOID EXCESSIVE GROUND WATER IN THE TRENCH
DE -WATER AS NECESSARY,
1 UTILIZE CARE WHEN LOWERING
UNIT INTO THE
2, PROVIDE SHEETING OR SHORING AS REQUIRED,
TRENCH, HANDI-E USING NYLON
SLINGS AND TWO
3, MAXIMUM COVER HEIGHT MEASURED FROM THE TOP OF
PICK POINTS.
THE UNIT TO FINAL GRADE SHALL NOT EXCEED 8 FEET,
2� PLACE 13ACKFILL AROUND THE
UNIT IN UNIFORM
8'-12' LIFTS, COMPACTED TO
95% SPD,
I
3, WHEN THE UNT-, CONSISTS OF
2 SECTIONS, PLACE
M_
A DS U NIT MINIMUM I.NIMUM
THE DOWNSTREAM SECTION FIRST, PROPERLY
S I Z E D WW
LUBE THr_ BELL AND SPIGOT,
CONNECT AND HOME
36" 4,51 6,5'
THE REMAINING SECTIONS,
42' 5,W 7,0'
48# 5,5' 7,5/
60 7,5'
xTRENCH WIDTH DOES NOT ACCOUNT FOR BY-PASS
PIPE, THIS ESTIMATE IS FOR THE MAIN UNIT ONL Y
f_'4SCL9M; 'AD-VMCM DI'MNAGE SYSTWS, ADS STANDARD DETAILS DISCLAIMM 'ADVANCED DRAINAGE SYSTEMS IM, t*ADS') HAS PREPARED'
REMSIONS
*�119FIqFWAMN
A�O)Sp MKIS PPEPARM THIS MIMNG 8ASM ON THE INFORMOON THIS STANDARD DETAIL T12 MHONSTRATE ADS' RECOMMENDED iNsTALLATmN uF iT PRoDucTs
Sy DATE
FROMOM BY THE DESM ENGMEM FOR THE SPECIFIC PRWECI% THIS FOR THE DEPICTED APPLICATIM 1N ADDITUIN
TO ADS' RECUI004DATIONS, THME MAY BE
DRAWING IS INTENDED TO DID:'= THE NECESSARY ADS COMPONEIM FOR 0TWER W110NAL, STATE, M L13CAL SPECTICATIONS THAT ARZ PERTINENT TO THIS APPLICATILIK
COMPUANCE WITF THE ENGINEER'S LAYOUT, ADS HAS ADS' STANDARD DETAIL IS NOT INTENDED M SUPERSEDE ANY NAMNAL, STATE, EIR LOCAL
f1840R
NOT PERFORMED MY ENGINEERING WICE 'WS PRQJECT� NOR SPECIFICATMNS, AND ADS' RECM4ENDS THAT THOSE REQUIREMENTS BE REVEWEI) AND ADS WOU
RAS ADS INDOnNDEMMY VMIFIED niE INFORMATION SUPPLIED By THE CONSULTED PRIM T8 THE INSTALLATEIN IIF ABS' PRMUCM ADS PAS NOT AUTIMRUM AN!) IT
INSTALL 1
DESIGN ENGINEER. THE DMGN ENGMEER SHOULD REVIEW THE DRAVVING BEARS NO RESnNSIBLUTY FURI ANY REVI'StMIS, ALTERATMNS, OR DEVIATIONS FROM THIS CRON W APrfZ= W IWAM4
TO INSURE -114AT IT IS IN COMPUANCE WITH THE SPECIPIC DDEVIGN P lWi%. STANDARI) DETAVL'
Rw MG8 7/28/03 KSK I INsrALL i DW.- SCALE- 1 :40
t
18" - 30" FRAME AND GRATE
1,00" MN
I
a 0 0' MAY,
A' R VEW
WI FLOW
INVERT
4' - 24'An-APTER B*
C* MN
PIERCENTAGE OFINTERNAL HOOD WEN AREA v4� OUTLET PIPE OPEN AREA
INTEMAL HOOD PART NUMBERS
'REFER TODRAWING NO. 70DA-110-004 fOR, DETAU
:1S= �SS'3 jiJE�T IN W
Wd"11,0110, F RI'VIA, I
DRAVMEY CA
JaklifWAL
ID SiLT
Tp-
IIAII
14141
NOTESi
ra) t22 2443
TM#72)=20a
SWa M I-EPE
Allpfifl)�
STRUCTUPE
13 fn AMP
$YsTemai ald 0 ian a -z lau,
_@ -e �cn a
'3FE'.114 1: "JAI
I I r_
2, FILL UNIT WITH WATER TO
z f3r,
aedimepA _,brx,� procuctnz
REFER TO DRAWING NO. 7004-110-004
FOR D0,AENSIONS
14 11 W, W1_114 P� �;j �"
RF7,"T-PS DATE
7220
TOP A EW
tMEMNS
fio%w (4 ble Storm sever line,
�_'N"SS I'P__ - j
K
11,14 S 1A "I WIINIWT'� I W41 MCI -: i �-; M " e'F
'j= --i � r"N-1 X77 7"PM,
IMT4 11-14,91
___3
N-1
HOOD
'PIANSFE�, C -.L,, E 1, E E 0 F 7- 4 �E L M S
J�f I W41 I, I f, I, fT TIE IA'j 1 `1`1' IN
'"I'll Ill WA PRIM; 43 or, fnAva
FAX ru)
DRAWN aY� 15590 SUMMIT A VENUE
SCALE -
HFI��k:Y,' T PFFXl`
MEASURED FROM THE TOP OF THE PIPE TO THE BOTTOM OF BITUMINOUS
NONE
DATE:
MNS
t114W
DPW, BAHAVSHMEMALIM0
CHECKED BY: APP� __�>)1211�
J
No.�
FOR TRAFFIC LOADING H 24' COVER FOR 36', 42", 48', AND 60g
L
'A
7= 7 7'7�
1,14,43'_ U, 1
MMWI A Butt 1-17 RiUA i I Of 1
1 AVAI fill 70MIUM 441f A
PIERCENTAGE OFINTERNAL HOOD WEN AREA v4� OUTLET PIPE OPEN AREA
INTEMAL HOOD PART NUMBERS
'REFER TODRAWING NO. 70DA-110-004 fOR, DETAU
:1S= �SS'3 jiJE�T IN W
Wd"11,0110, F RI'VIA, I
DRAVMEY CA
JaklifWAL
313W In uUnk AVE
aRaGAUM
Tp-
IIAII
14141
NOTESi
ra) t22 2443
TM#72)=20a
SWa M I-EPE
Allpfifl)�
1w,
13 fn AMP
$YsTemai ald 0 ian a -z lau,
_@ -e �cn a
'3FE'.114 1: "JAI
I I r_
2, FILL UNIT WITH WATER TO
z f3r,
aedimepA _,brx,� procuctnz
SEDTMENr
- i
TRU
14 11 W, W1_114 P� �;j �"
RF7,"T-PS DATE
7220
r-4 Sizes &'�d confir,
tMEMNS
fio%w (4 ble Storm sever line,
�_'N"SS I'P__ - j
K
-,�E SL) '7P THE
___3
'W' '-P CA�J_' 1,17
W"Al P 11
IN"M9 RIV A
MAU-M
Tre'ated
P-Oduct Diemeter Length Inlet Size outlatzize PI".r.,t, 011"mme slieve
Number flvches'; y1tiet) (Inches) (Inch -es) (cfs) (cuablo f6et) #,cubic feet),' Size i_Q
-8 1�5 V.66 '40
3-6-20WQA 20 10
36AWMA 36 40 IQ 0 ; 31 2 481AG I 8_28, 1-41,13
7 S fir, 941M CA
!;�(A in 81 '07 99P
BACKFILL AROUND THE UNIT AND BY-PASS (7)FINAL COVER AND RISER EXTENSIONS
1_/
ADS WATER ENSURE BACKFILL FINISHED GRADE NYLOPLAST H-25
QUALITY UNIT BETWEEN SOLID COVER
OUTLET SIDE UNIT AND BY-PASS 81
4� 4-
C.,
INIMUM FINAL
ONCRETE
ni I AD r7nD TC),ArrTr' COVER (H)
PROVIDE C
MATCH
Peak
Thte smnalard rnczels fls�r-d wid
F, Pj Rate,
NOTESi
CONTINUE BACKFILI WITH AASHTO NO, 57 OR
parvi-c'es aid Iwaro-carbons for the
ron d-:�,,,ncs- trzsh 5crai�ns_ filua-Jan
The bv-pass pipe of i
I
mawtv ol see cond'.'V-�ns. i�cr
ljr�luslja_ uondfiljons, A-08 car, raconi-
$YsTemai ald 0 ian a -z lau,
_@ -e �cn a
ADS WCUiS designed to
I I r_
2, FILL UNIT WITH WATER TO
z f3r,
aedimepA _,brx,� procuctnz
SEDTMENr
- i
mem a siFtem cDrnb14-�,1�'a "rariety
r stra I -
W�g;c Partner S!"
convey 1ho �peak 61orm, oalrer
r-4 Sizes &'�d confir,
G"e'nsolution's,
fio%w (4 ble Storm sever line,
�_'N"SS I'P__ - j
K
-,�E SL) '7P THE
___3
'W' '-P CA�J_' 1,17
�(C_72� RISERS
FOR NON -TRAFFIC LOADIN& H = 12' COVER FOR 36', 42 AND 48' UNITS
DRAWN aY� 15590 SUMMIT A VENUE
SCALE -
MEASURED FROM THE TOP OF THE PIPE TO THE BOTTOM OF BITUMINOUS
NONE
DATE:
MNS
PAVEMENT OR TOP OF RIGID PAVEMENT, H = 24' COVER FOR 60' PIPE -
CHECKED BY: APP� __�>)1211�
J
No.�
FOR TRAFFIC LOADING H 24' COVER FOR 36', 42", 48', AND 60g
L
'A
7= 7 7'7�
J:\756-1875\storm.\sdO7.dwa. 11/8/2005 6:30:01 PM, Madole
J ?
PROFAL- ViEw
BACKFILL AROUND THE UNIT AND BY-PASS (7)FINAL COVER AND RISER EXTENSIONS
1_/
ADS WATER ENSURE BACKFILL FINISHED GRADE NYLOPLAST H-25
QUALITY UNIT BETWEEN SOLID COVER
OUTLET SIDE UNIT AND BY-PASS 81
4� 4-
C.,
INIMUM FINAL
ONCRETE
ni I AD r7nD TC),ArrTr' COVER (H)
PROVIDE C
6M %&I ?%b ILA 4 MAW - -ADV"ED DOWNAGE VSTMS ADS STANDARD DETAILS DISCLAIMEM 'ADVAW-ED DRAINAGE SYSTEMS INC� <'AI)S') Fi4s PREPAREnt
P
INC. (-ADS-) KAS PRERPARED THIS DRAWING BASED ON THE INFORMATION THIS STANDARD DETAIL TO DEMPSTRATE ADS' REC"ENDED iNSTALLATION OF IT PRODUcTS
PROMOM BY THE DMIGN ENGINEER FOR THE SPECIFIC PRWECT, THIS FOR THE DEPICTED APPLICATIaN. IN ADDITION TO ADS' RECaMMENDATIONS, TKRE MAY BE
DRAWING IS INTENDED TO DFPICT THE NECESSARY ADS COMPONENTS FOR OTHER NATIONAL, STATE, OR LOCAL SPECIFICATIONS THAT ARE PERTINENT To THIS APPLICATIM
COMPLIANCE WrfH THE ENGINWVS DESION AND OR LAYOUT. ADS HAS ADS' STANDARD DETIAM is NOT INTENDED TO SUPERSEDE ANY NATIDNAL, STATE, OR LOCAL
NOT MFORMED ANY ENGINEERING SEWCES 04 THIS PROJECT. NOR SPECIFICATMNS, AND ADS' RECOMMENDS THAT THOSE REQUIREWNTS BE REVIEVED AND ADS WOU INSTALL -3
HAS AD$ INDEPENDENTLY VERIFIED 'ME MFORUMON SUPPILIED BY 714E CONSULTED PRIUR M THE 1INSTALLATMN OF ADS' PRODUCT& ADS 14AS NOT AUT440RIZED, AND IT
DMON ENCINEM THE DESIGN ENGINEER SHOULD REMEV THE DRAWNG BEARS NO RESPONSLIBILTITY FORI ANY REVISIONS, ALTERATIONS, 13R DEVIATIONS FRUM THIS WAm sy
To INSURE T4AT IT IS 'N COMPUANCE VATH T4E SPECIFIC DES'C-N PROJECr. STANDARD XTAIL,' MG8 7
/28/03, KSK INSTALL 3
_CF "I LIA I
J:_W� OV V41
1W A A ,,
NOTES�
FLO-GARD T'A +PLUS
.CATCH BASIN FILTER INSERT
Orb Mount,
CURB INLET
(�7
,CURB i N LET- S1 DE "All EAr
,SCALE: MCNE
CATCH
BAS11N
FILTBR e -09Y --
FILTEF 54,&(Er, �
FOSSIL P -'CW FILTER-
INIEDILMIN, POLICH
� 1� rl�T=llj_
OJIRB OPEEPANG
C4MER
I'FLVVV,INE
FH:I-ER-
Boryy-
3.18" X &'
MACHOR BOLT
C3 PER EECTIM)
f
AMCHOR DEFAIL
FLO-GARD _V +PLUS
CATICH BASIN FILTER !NSERT
(Curb Mount-ftistalh�han Options)
CURBINLET
F i i, w�;, Iti, j i�' j 1� 5 1,;: Fi
N
MATCH
TNVERTS I
NOTESi
CONTINUE BACKFILI WITH AASHTO NO, 57 OR
NO, 8
STONE TO 11-2' ABOVE WATER
QUALITY UNIT.
MLLATION GUIDELINES OF ADS
1, PLEASE FOLLOW THE !NST A
I I r_
2, FILL UNIT WITH WATER TO
THE TOP OF THE
SEDTMENr
- i
�14 T
PRODUCT NOTE 3 15 WHEN INSTAI LING ADS N-12 PIPE ON THE BY-PASS,
i- -
WEIR PLATE ONCE BACKFILL
IS PLACED AND
COMPACTED
CONNECTION OR IN OTHER DRAINAGE APPLICATIONS ON THE SITE�
12' ABOVE THE UNIT,
2, ALL RISER EXTENTIONS TO GRADE SHOULD BE COORDIN AT ED
'--ITV A
OF FONTANA, CALIFORNI
NOR FON TA NA PA. RA
THROUGH YOUR ADS REPRESENTATIVE,
FOR NON -TRAFFIC LOADIN& H = 12' COVER FOR 36', 42 AND 48' UNITS
DRAWN aY� 15590 SUMMIT A VENUE
SCALE -
MEASURED FROM THE TOP OF THE PIPE TO THE BOTTOM OF BITUMINOUS
NONE
DATE:
MNS
PAVEMENT OR TOP OF RIGID PAVEMENT, H = 24' COVER FOR 60' PIPE -
CHECKED BY: APP� __�>)1211�
J
No.�
FOR TRAFFIC LOADING H 24' COVER FOR 36', 42", 48', AND 60g
6M %&I ?%b ILA 4 MAW - -ADV"ED DOWNAGE VSTMS ADS STANDARD DETAILS DISCLAIMEM 'ADVAW-ED DRAINAGE SYSTEMS INC� <'AI)S') Fi4s PREPAREnt
P
INC. (-ADS-) KAS PRERPARED THIS DRAWING BASED ON THE INFORMATION THIS STANDARD DETAIL TO DEMPSTRATE ADS' REC"ENDED iNSTALLATION OF IT PRODUcTS
PROMOM BY THE DMIGN ENGINEER FOR THE SPECIFIC PRWECT, THIS FOR THE DEPICTED APPLICATIaN. IN ADDITION TO ADS' RECaMMENDATIONS, TKRE MAY BE
DRAWING IS INTENDED TO DFPICT THE NECESSARY ADS COMPONENTS FOR OTHER NATIONAL, STATE, OR LOCAL SPECIFICATIONS THAT ARE PERTINENT To THIS APPLICATIM
COMPLIANCE WrfH THE ENGINWVS DESION AND OR LAYOUT. ADS HAS ADS' STANDARD DETIAM is NOT INTENDED TO SUPERSEDE ANY NATIDNAL, STATE, OR LOCAL
NOT MFORMED ANY ENGINEERING SEWCES 04 THIS PROJECT. NOR SPECIFICATMNS, AND ADS' RECOMMENDS THAT THOSE REQUIREWNTS BE REVIEVED AND ADS WOU INSTALL -3
HAS AD$ INDEPENDENTLY VERIFIED 'ME MFORUMON SUPPILIED BY 714E CONSULTED PRIUR M THE 1INSTALLATMN OF ADS' PRODUCT& ADS 14AS NOT AUT440RIZED, AND IT
DMON ENCINEM THE DESIGN ENGINEER SHOULD REMEV THE DRAWNG BEARS NO RESPONSLIBILTITY FORI ANY REVISIONS, ALTERATIONS, 13R DEVIATIONS FRUM THIS WAm sy
To INSURE T4AT IT IS 'N COMPUANCE VATH T4E SPECIFIC DES'C-N PROJECr. STANDARD XTAIL,' MG8 7
/28/03, KSK INSTALL 3
_CF "I LIA I
J:_W� OV V41
1W A A ,,
NOTES�
FLO-GARD T'A +PLUS
.CATCH BASIN FILTER INSERT
Orb Mount,
CURB INLET
(�7
,CURB i N LET- S1 DE "All EAr
,SCALE: MCNE
CATCH
BAS11N
FILTBR e -09Y --
FILTEF 54,&(Er, �
FOSSIL P -'CW FILTER-
INIEDILMIN, POLICH
� 1� rl�T=llj_
OJIRB OPEEPANG
C4MER
I'FLVVV,INE
FH:I-ER-
Boryy-
3.18" X &'
MACHOR BOLT
C3 PER EECTIM)
f
AMCHOR DEFAIL
FLO-GARD _V +PLUS
CATICH BASIN FILTER !NSERT
(Curb Mount-ftistalh�han Options)
CURBINLET
F i i, w�;, Iti, j i�' j 1� 5 1,;: Fi
N
G-7 VIL PROJEC T D WG. 18 OF 3
D WG
TRAG""T 16868 -SB- 16 -PW -06
'--ITV A
OF FONTANA, CALIFORNI
NOR FON TA NA PA. RA
DRAWN aY� 15590 SUMMIT A VENUE
SCALE -
SV
0 11r-
DESIG14ED W: _�PRIVA I E S700d DRAIN IPL A N
NONE
DATE:
MNS
1110110,5
CHECKED BY: APP� __�>)1211�
J
No.�
CITY ENGINEER R.C.E. 6i T9 DATE
-/7
J:\756-1875\storm.\sdO7.dwa. 11/8/2005 6:30:01 PM, Madole