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NO. 02 -R. WITH GAS TIGHT
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•� CONCRETE
CLASS 3000
4 -3/4"
53 12 -0
SECTION A -A FIBER JOINT WATER TIGHT
PACKING PLUG
B e 45' (1/8) BEND
PIPE MATERIAL AS SPECIFIED
! BY THE ENGINEER
i e
�Tl!!= 2j-
SECTION B -B
CAST IRON RING AND COVER
PLUG TO BE SEALED
IN SAME. MANNER AS
MAIN SEWER JOINTS.
1�. G` CLEANOUT MG ANO COVER SHALL BE EAST JORDAN IRON —X% INC. 6 INCH CLEANOUT
No. 305. CLEhN OU MALL BE A WATER TIGHT ASSEMBLY.
2. N UNNPROVED AREAS. POUR'A.V -0• THICK, Y-O' SOUNiE
CONCRETE AB 3M. PAD AROUND AROUND THE UE RIN.ER. O
3. IN ASPHALT ROADWA RESTORE ARGE CLEANWT PoNC AND ADOPTED
COVER AS REQUIRED, BY STANDARD OETAR ORAMNC DRUB. � CITT OP RDNIDN 1
d STAN ARD PLANE
LSf DATD. 04/04
gaMeva nobs JDH OMC
N D naaeaNelev cv c DWG. NAME: 8076 SP PAGE:8076
1 DATE I REVISIO 8Y PPR
W (SEE NOTE 4) LIMITS OF PIPE ZONE
(SEE MATERIAL
(SEE NOTE 5)
CONCRETE CLASS C
(SEE NOTE e)
FOUNDATION LEVEL
(CLASS A DESIGN) _r
W (SEE NOTE 4) LIMITS OF PIPE ZONE
BACKFILL MATERIAL
(SEE NOTE 5) —�
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6)
FOUNDATION LEVEL 8
1
(CLASS B, C, D, DESIGN).
BEDDING FOR RIGID PIPE
W (SEE NOTE: 4) LIMITS OF PIPE ZONE
.r0..
BEDDING MATERIAL
FOR FLEXIBLE EIRE
(SEE NOTE 7)
FOUNDATION LEVEL
(CLASS :F DESIGN)
BEDDING FOR FLEXIBLE PIPE
NOTES:
1. PRNNOE UNINRM: SUPPORT UNDER —D-
2 HAND TAMP UNDER HAUNCHES.
J. CDMPACT BEDDING MATERIAL TO D5X MAX DENSITY EXCEPT DIRECTLY
OVER PIPE NAND TAMP DULY. BEDDING LUSS ..S.
A SEE iXC.LVATION AND PREPARAT0I1 OF TRENCH" IN THE SANITARY DNEN510N.. _C�A55 A CL155 8 C `- C CIA54 F
SElMR4 SECT.- THE STANWTRD SPECIBCTATONS FOR TREHCII MOTH
W: AND TRENCHMG OPTIONS. E PIPE —E MLL BE THE ACNAL N• MIN. 0.A55
1RENCH -MOT1, EXCEPT POR.:CLA55 A G—G. THE MR N U. —CRETE 1/4 L0.. MIN ZERO
MDTH SHALL BE.1,- 1(2 I.D. +W. A NIN
2.. a MR
TRENCH BnCNFDL SNNL CONFORM i0 "BACNrR1.ING SENLt 1NENCNES °. .
IN THE SNNTARV. SETTERS: SECTION OF THE STANDARD SPEGDICATON& 0 1/ O➢. 1/2 O.D. 1/0 0.0. 2ER0
E %CEPT'TH,T GO G AII:LIRAP4 URGER TIN" PER FOOT OF PIPE
BUME1FA'.SNALL NOT BE USED N THE G- RIU.'MATER AI
A. SEE '1iE00RIG MATERIAL Fpt IT- PIPE DI THE AOORECAIR SEGIM
DF THE STAND AO SPECIRIGATIONS FOR THE MMIDAL SPECI ATOMS
7. SEE -TRURO MATDTN. 04 RE BIE PIPE N THE AOSREMTES
SECTgJ OF ST — 19-014 FOR THEN TERI L SPEGIFIBATURIS.
& WE MUST RE ANCHORED IN SUCH A NAM. AS TO ENSURE ROW
DNE IS MAINTNNEO.
PIPE BEDDING FOR SANITARY SEWER
ADOPTED. o.
CITY oP TEMON /-A
• � ARDPLAN9 L
- US ATG OI /OS
2pq aI "ft 151 N�� PPR DWG. .NAME: 8077 SP PAGE: 8077
21
QII,/WAmt SEPARATOR SITING
OIL/WATER SEPARATOR TO BE CONNECTED TO 6 FLOOR DRAINS
IN THE NEW SERVICE DRIVE AREA. THE AREA WILL BE CLEANED
PERIODICALLY VIA PRESSURE WASHER.
PRESSURE WASHER HOSE RATE = 5 GPM
USE HANSON PIPE B PRODUCTS OIL/WATER SEPARATOR MODEL 466 —S
OR APPROVED EQUAL (CAPACITY =17.7 GPM)
FR 2
1*
yiG 312
C5.1 SEWER DETAILS AND NOTES
Cb:1)- 33VSO2
JFJIN 9 L 7997
ROLL
. a,
USE HANSON COVER
NO. 02 -R. WITH GAS TIGHT
NNO. 0z wrt►+COVERGAS TIGHT
MANHOLE RING AND COYER
AND 2-CLEANOUT RINGS
AND COVERS. EXTEND TO
MANHOLE RING AND .COVER
AND 2-CLEANOUT RINGS
AND COVERS. TxTEND To
FINISHED GRADE
OIL WATER
j
nyp)GANCNOP, s-� .OIL WATER .FINISHED GRADE.
RYRI
z _ SEPARATOR
• • cB1ERALNOTES.
i
!
- - -'^^ SEPARATOR
17 1.PMM
AT 90MIJ. RETENTION
538 GAL. MAX. CAPACITY 4
:7�C- 445PEF"i1'ge*M�- 6+g"y+fiTT f R.
AT 4'0'LIOUIO DEPTH TO
: 1
}
A 3
S.:. vDISumInOlN CeN INNPNUltM DxRROaEDS Ih E- tD a0 N TDm mIUIIG 1tBTE[ 1AIRSoI OIE LOIICEY NSI r BBL NmINBn
B
BHER ETR¢OID O:Rb ISIShmRIIESJ(S' f+RRYR1BIWYIr0IW.MRPBETN1IT NN.III IDE I NB N - ILD EP11(N
1
I I
DOWNNIRNED ELBOW
^ 0 1NLEr
COVER 8466 -5 \ =i= ., l'Tk tx'.,
1,500 1135 ,, y T �uj 1}:
I
!
t --
A .
LIFT A14CHOg
,. B J t`..... :69.414.+
OUTL[T - -
- // \
j -2, \ INLIE
OURET IE =18.71
GRIT._ BAFFLE
IFF E PETAINER 6'
LIFTING HOLE
I
'...WEIR
,.
CASE 8 466 - 5
4.950 '_I }`. I. •.r
6•.a.
12•
MIN.
FAFFLE-
fl
GRIT RETAINER -
WEIR BAFFLE -- 4'- 0' INLET IE =18.96
— - •.. - .•._
SAMPLING TEE 0 OUTLET �• -2•
9 .2r
':GTE: �A). '.Imb -Ia to bee p -.IY factor. 3
Ib). CpC ona covers are avaiablr. O
4'-0' __..
'1631. r n
SECTION . 5EC`ION 1570
NC'L i umb'rg co be S:Pnl eA by eontracto.
Opv—1 covere are alaM Ib .
Vault 466 -S
223
11 -01 -04
mo■
'-:Hanson-
224
11 -01 -04
.0.
...Hans ®n
Vault 466-S
21
QII,/WAmt SEPARATOR SITING
OIL/WATER SEPARATOR TO BE CONNECTED TO 6 FLOOR DRAINS
IN THE NEW SERVICE DRIVE AREA. THE AREA WILL BE CLEANED
PERIODICALLY VIA PRESSURE WASHER.
PRESSURE WASHER HOSE RATE = 5 GPM
USE HANSON PIPE B PRODUCTS OIL/WATER SEPARATOR MODEL 466 —S
OR APPROVED EQUAL (CAPACITY =17.7 GPM)
FR 2
1*
yiG 312
C5.1 SEWER DETAILS AND NOTES
Cb:1)- 33VSO2
JFJIN 9 L 7997
ROLL
. a,