HomeMy WebLinkAboutC10.2 - General DetailsAHCIE IA5T BE BLIYIEEt{E' `,i +`.^ - ••"�---- CAP FOR
15' AND 45. Y z._ AM YLEST BE EErAM FUTLFE CONNECTION
15' AND 45'. (TWKAL ALL LATERALS)
1#I/111Y 4. OOIOIEt£ rw RECIMFD,
NOT ]0 E](CETD BYOIEI FIST PPE B- iaE11ERl' .yi. i. ' F WNL- /e PER FOCI
JOINT OF WYE F A WE IS 2W DE1P, T WAY HEED TO BE OE£PER rDR
IIEH 0ONMETE CAP tS REQUIRED AT 1 (TRPMAL Au LATERALS) TONG BONDMG uIERAES OR
THE Exfi CEIM CISAIM MINA" W510 GRADES SLCPW AWAY
ONMETE STRENGTHS OF 35D' D Ps, 28 FRd! SEVIM
DAY EQFHESSNE STROM NOT
REM O FOR MM M TM SECTION
�Vd1111I1f1t4lIIIIDIN/,w NOTE:
ALL LATERAL IEDOMG SHALL RE
.a� a1Q ' C� .� AOHRST UNDISIIAEFD Taxa{.
sTtR' MORE THAN 20' DEEP LESS THAN 20' DEEP
No. NOTE: DEPIH OF SER"CF LAwx SHALL BE YEAsm FR%1
19300219 OFAC TO THE TOP OF MAN SMLNE
STATE OF Lu PPE RE4I•>'ROSTS PER DEPTH ARE AS MUM
�Q Gv S-19' - SDR -35 21-25' - SOR-26
I'voI ANO- N.
26'M GREATER - SR -215
/CNA1_LtWE P
SERVICE LATERAL DETAIL
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
'CTRWD:
SERVICE LATERAL DETAIL
Schneider NORMAL AND DEEP CONNECTION
Date 12/06/06
See Grease Interceptor Detail
NOTES
-Grease Trap and Sample Structure Are Property Of
Owner And Will Not Be Maintained By The Utility
-Minimum 10 Mil Bituminous Coating Applied to
Entire Exterior
-Sample Structure shall be vacuum tested along with
Interceptor
Remove Irunk wrap
if necessary.
Remove all wire 6askels,
twine and burlop. —
Before Iree is in the hole,
remove bottom of 6osket
cutting horizonlally.
After tree is in Ike hale,
remove rest of basket
cutting verlicolly-
Backfill using existing soil -
Water Ehorougkly to
eliminate air pockets. —
Add 1-2 inches of
hardwood mulch -
Keep mulch 3 inches
from trunk.
File T-.\6K\6366\001\911G5'\DETAIIS\IN-MS.DWG
SAMPLE
STRUCTURE
(24" round ❑rsquare)
I�,
TRENCH BOX OR OTHER fa511A
ACCEPTABLE TRENCH SAFETY SYSTEM
1/2 D + 12' FOR PVC PIPE
1/2 D + 5' FOR DI
1/2 0
SEE FIRST LAYER
BEDDING TABLE BELOW
12 STONE AS REWIRED BY
ENGINEER FOR UNSTABLE
SOIL CONDITIONS - DOITH TO
STABLE GROUND PER ENGWEER
TRENCH WIDTH MAXIMUM 10 PTFr
AT TOP OF EXCAVATICN
` 'CLEAN' BACKFILL MATERIAL FREE OF RW(K
TRENCH WIDTH SHALL NUT EXCEED Bolt ETC. LARGER THAN 6• OR OTHER EICIRANEOUS
WIDTH 8Y MORE hfAH 1.0 FOOT : LATERO (COMPACT TO PREVFNT SETTLEMENT)
1� IN AREAS WITHIN 5' OF ROAD SURFACE, BACKFILL
REQUIREMENTSPER A DEPARTMENT OF
TRANSPRTAAND COMPACTTO
\�\\ MODIFIED PROCTOR DENSITY.
\ NUMBER 8 CRU5FF£D STONE OR NUMBER 8 FRACTURED FACE
\ AMGATE
D \/ FILL MATERIAL. IS TO BE RACED FROM 6 INCHES BELOW TD
/i 12 INCHES ABOVE THE PPE
t THE TRENCH SHOULD BE A WINBRIRA OF 18 INCHES NIDE,
rf K \f SHOVEL SLICED, HMO TAMPED AND WALM IN.
fB CRUSHED STONE SHOVEL SLICED,
HMO TAMPED /\\ r (BELL OE EXCAVATED) EUIH.
_MOL AS
PER CONSTRUCTION PLANS
FIRST LAYER BEDDING TABLE
PIPE 512E8' TO I5 RLP R OVER PIPE SIZE A B
BEDDING BELOW THEUP TO 19,3,-(r 2-6
PIPE BARREL AND BELL HNIMUM = 6' MINIMUM = lo' ,S' AND GREATER D + 24• D + f8'
oPy1°ts Re y SANITARY SEWER TRENCHING.
N° = BEDDING AND BACKFILL DETAIL
19300219
STATE OF E
y¢a�� /NQIAN� �Z�a
�Na, S'/r0NAL0,���
CLAY TOWNSHIP REGIONAL WASTE DISTRICT'A
SANITARY SEWER BEDDING AND4:1
% 'CTRWD
Schneider BACKFILL DETAIL
Date 12/06/06
Manhole Frame and
Cover
Heavy Duty: Neenah
R-1772 or East
Jordan R-1022Z1G8
4' clear from
bottom of
pipe to
concrete fillet
Bed Base Min. 6" Watertight Flexible Boots (A -
Compacted #S Lok,Press-Seal, Kor-N-Seal
Crushed Aggregate wlStainless Steel Wedge) or
Link Seals
Must Be Used At All
Penetrations
Concrete Fillet to be
installed with slope
towards effluent pipe
Clay Township Regional ite
Waste District 24„ SAMPLE
Standard Detail STRUCTURE
Date: Septemher 2015 Scale: NDt To Scale
PLANTING DETAIL
Remove logs and
labels -
Prune only dead or
broken 6ron6es or
double leaders -
Stake tree
if neCesSary.
Remove excess soil
to locate and expose
root flare.
Root flare should 6e
1-2 inches above
€inisk grode-
I- Finish grade.
,
Remove any container
or [wine and burlap.
BciCkfill using existing Soil,
Wafer Ihoroughly fa
eliminate oir pockets- —
Add 1.2 inches of
hardwood mulch.
Keep mulch 3 inches
tram trunk.
1 1.:.
PLANTING DETAIL
File T:\6K\6388\001\UWGS'\DETAHAIN-DTIS.DIFG
Remove Eggs and
lobels-
Prune only dead or
broken branches ar
double Ieadefs.
Remove excess sail
to locate and expose
root flore-
Roof Fiore should be
1.2 inches above
finish grade.
Finish grade -
NOTE: ALL SLAB AND CRAWL SPACE
CONNECTIONS MUST BE A MINIMUM
OF 3" BELOW THE FOOTER AND EXIT
THE BUILDING AT THE FRONT OF
THE STRUCTURE TO PROVIDE THE
SHORTEST, MOST DIRECT ROUTE
FROM THE BUILDING TO THE 3' MAXIMUM
EXISTING LATERAL STUB.
L
TEMPORARY FOUNDATION
GLUED CAP (FOOTER)
3' MINIMUM
f�INmuk • —1
FLOW
4" SEWER
6" MINIMUM. SEE SANITARY) L4X6 RIGID
SEWER TRENCHING, BEDDING
AND BACKFILL DETAIL
CLEANOUT TYPE 1
tNrrrrlrqu (ONLY LANDSCAPED SURFACES WITHIN
6" PVC CAP
.r FINAL GRADE
•.
6" PVC PIPE
RACER WIRE
X 6" X 6") TEE -WYE
SEWER LATERAL
W�\Q Cj u�vyTHREE FEET OF BUILDING)
LOCATION MODEL
NOTE
18' INCHES OR MORE ABOW EAST JORDAN 10221705
100 YEAR FLOW ELEVATHON OR MEENAN R-,772
OF ALL WATERWAYS
x
S PNRATKIN Kn1F1N WIT ITFTNHC2
No.
[+
A OPPOSIE SK LATERALS
LETTERING
PRIVATE
1 V iaaM BIL TO BELL
1R4M W E
2; BELL TO SPWT NAY IE A&MExr
- ..
1' [TYPICAL ALL
PRIiERTT, EdGTR-(F-w,Ir
LATvrALs]
OR EAS130a FATE
FOR SEPARATIpI SEE NOTE �T
TYPE 1 CLEANOUT DETAIL
CH'PETE rEE-1rE
I
REOX ED
RIGHT-OF-WAY, PROPM
DR EASBIENT LME
11
E SDR Je PPE
TRACER Tr•E
YAN SEIER UWW
l # BMW TO BE RAM CII LINDISTMED
EARTH. CMPACTItrr OF jS STONE
Is MrOk UNDER ALL JDMrs NO FITTIMM
F PROFIER COWACTION CA3INDI BE ACEYM
. THEN RACE A WNaN11! OF S LF 3500 PSL
NOTE:
23 DAY OOW WSSK SIRDKTH CONCRETE
ALL FITTINGS SHALL BE SDR 25. PLAN
VIEW AiTOIAND TIE PIPE i0 DEAR ON STABLE
rxaNEa (PER EHOlED9). PAM CIM T X 4' NIH
ORT POST
�ETOO
BY METAL DETECTOR. 3' AL9oK
TOR. 3'TKK
{RADE) DEPTH TO LATEIIAL TO
A WEM OF Ti OF 0 SKNE OVER T} iE SHOW!! CH WIRFYR
THE wRUEE CAPPED VE SAL BE I tT +� Au LAMWS)
PLACID PRIOR TO BAOT'LLNI: 12' gpll-aF-wAr
225 DR 45'
FN153ED GRADE OR EASEIEHT HIEE
r17' -F•.:, ._
TRACER WE
(nW- ALL LATERALS)
225' Df 45'
S
(TINAL - LLg LYAMAS)7x
AHCIE IA5T BE BLIYIEEt{E' `,i +`.^ - ••"�---- CAP FOR
15' AND 45. Y z._ AM YLEST BE EErAM FUTLFE CONNECTION
15' AND 45'. (TWKAL ALL LATERALS)
1#I/111Y 4. OOIOIEt£ rw RECIMFD,
NOT ]0 E](CETD BYOIEI FIST PPE B- iaE11ERl' .yi. i. ' F WNL- /e PER FOCI
JOINT OF WYE F A WE IS 2W DE1P, T WAY HEED TO BE OE£PER rDR
IIEH 0ONMETE CAP tS REQUIRED AT 1 (TRPMAL Au LATERALS) TONG BONDMG uIERAES OR
THE Exfi CEIM CISAIM MINA" W510 GRADES SLCPW AWAY
ONMETE STRENGTHS OF 35D' D Ps, 28 FRd! SEVIM
DAY EQFHESSNE STROM NOT
REM O FOR MM M TM SECTION
�Vd1111I1f1t4lIIIIDIN/,w NOTE:
ALL LATERAL IEDOMG SHALL RE
.a� a1Q ' C� .� AOHRST UNDISIIAEFD Taxa{.
sTtR' MORE THAN 20' DEEP LESS THAN 20' DEEP
No. NOTE: DEPIH OF SER"CF LAwx SHALL BE YEAsm FR%1
19300219 OFAC TO THE TOP OF MAN SMLNE
STATE OF Lu PPE RE4I•>'ROSTS PER DEPTH ARE AS MUM
�Q Gv S-19' - SDR -35 21-25' - SOR-26
I'voI ANO- N.
26'M GREATER - SR -215
/CNA1_LtWE P
SERVICE LATERAL DETAIL
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
'CTRWD:
SERVICE LATERAL DETAIL
Schneider NORMAL AND DEEP CONNECTION
Date 12/06/06
See Grease Interceptor Detail
NOTES
-Grease Trap and Sample Structure Are Property Of
Owner And Will Not Be Maintained By The Utility
-Minimum 10 Mil Bituminous Coating Applied to
Entire Exterior
-Sample Structure shall be vacuum tested along with
Interceptor
Remove Irunk wrap
if necessary.
Remove all wire 6askels,
twine and burlop. —
Before Iree is in the hole,
remove bottom of 6osket
cutting horizonlally.
After tree is in Ike hale,
remove rest of basket
cutting verlicolly-
Backfill using existing soil -
Water Ehorougkly to
eliminate air pockets. —
Add 1-2 inches of
hardwood mulch -
Keep mulch 3 inches
from trunk.
File T-.\6K\6366\001\911G5'\DETAIIS\IN-MS.DWG
SAMPLE
STRUCTURE
(24" round ❑rsquare)
I�,
TRENCH BOX OR OTHER fa511A
ACCEPTABLE TRENCH SAFETY SYSTEM
1/2 D + 12' FOR PVC PIPE
1/2 D + 5' FOR DI
1/2 0
SEE FIRST LAYER
BEDDING TABLE BELOW
12 STONE AS REWIRED BY
ENGINEER FOR UNSTABLE
SOIL CONDITIONS - DOITH TO
STABLE GROUND PER ENGWEER
TRENCH WIDTH MAXIMUM 10 PTFr
AT TOP OF EXCAVATICN
` 'CLEAN' BACKFILL MATERIAL FREE OF RW(K
TRENCH WIDTH SHALL NUT EXCEED Bolt ETC. LARGER THAN 6• OR OTHER EICIRANEOUS
WIDTH 8Y MORE hfAH 1.0 FOOT : LATERO (COMPACT TO PREVFNT SETTLEMENT)
1� IN AREAS WITHIN 5' OF ROAD SURFACE, BACKFILL
REQUIREMENTSPER A DEPARTMENT OF
TRANSPRTAAND COMPACTTO
\�\\ MODIFIED PROCTOR DENSITY.
\ NUMBER 8 CRU5FF£D STONE OR NUMBER 8 FRACTURED FACE
\ AMGATE
D \/ FILL MATERIAL. IS TO BE RACED FROM 6 INCHES BELOW TD
/i 12 INCHES ABOVE THE PPE
t THE TRENCH SHOULD BE A WINBRIRA OF 18 INCHES NIDE,
rf K \f SHOVEL SLICED, HMO TAMPED AND WALM IN.
fB CRUSHED STONE SHOVEL SLICED,
HMO TAMPED /\\ r (BELL OE EXCAVATED) EUIH.
_MOL AS
PER CONSTRUCTION PLANS
FIRST LAYER BEDDING TABLE
PIPE 512E8' TO I5 RLP R OVER PIPE SIZE A B
BEDDING BELOW THEUP TO 19,3,-(r 2-6
PIPE BARREL AND BELL HNIMUM = 6' MINIMUM = lo' ,S' AND GREATER D + 24• D + f8'
oPy1°ts Re y SANITARY SEWER TRENCHING.
N° = BEDDING AND BACKFILL DETAIL
19300219
STATE OF E
y¢a�� /NQIAN� �Z�a
�Na, S'/r0NAL0,���
CLAY TOWNSHIP REGIONAL WASTE DISTRICT'A
SANITARY SEWER BEDDING AND4:1
% 'CTRWD
Schneider BACKFILL DETAIL
Date 12/06/06
Manhole Frame and
Cover
Heavy Duty: Neenah
R-1772 or East
Jordan R-1022Z1G8
4' clear from
bottom of
pipe to
concrete fillet
Bed Base Min. 6" Watertight Flexible Boots (A -
Compacted #S Lok,Press-Seal, Kor-N-Seal
Crushed Aggregate wlStainless Steel Wedge) or
Link Seals
Must Be Used At All
Penetrations
Concrete Fillet to be
installed with slope
towards effluent pipe
Clay Township Regional ite
Waste District 24„ SAMPLE
Standard Detail STRUCTURE
Date: Septemher 2015 Scale: NDt To Scale
PLANTING DETAIL
Remove logs and
labels -
Prune only dead or
broken 6ron6es or
double leaders -
Stake tree
if neCesSary.
Remove excess soil
to locate and expose
root flare.
Root flare should 6e
1-2 inches above
€inisk grode-
I- Finish grade.
,
Remove any container
or [wine and burlap.
BciCkfill using existing Soil,
Wafer Ihoroughly fa
eliminate oir pockets- —
Add 1.2 inches of
hardwood mulch.
Keep mulch 3 inches
tram trunk.
1 1.:.
PLANTING DETAIL
File T:\6K\6388\001\UWGS'\DETAHAIN-DTIS.DIFG
Remove Eggs and
lobels-
Prune only dead or
broken branches ar
double Ieadefs.
Remove excess sail
to locate and expose
root flore-
Roof Fiore should be
1.2 inches above
finish grade.
Finish grade -
NOTE: ALL SLAB AND CRAWL SPACE
CONNECTIONS MUST BE A MINIMUM
OF 3" BELOW THE FOOTER AND EXIT
THE BUILDING AT THE FRONT OF
THE STRUCTURE TO PROVIDE THE
SHORTEST, MOST DIRECT ROUTE
FROM THE BUILDING TO THE 3' MAXIMUM
EXISTING LATERAL STUB.
L
TEMPORARY FOUNDATION
GLUED CAP (FOOTER)
3' MINIMUM
f�INmuk • —1
FLOW
4" SEWER
6" MINIMUM. SEE SANITARY) L4X6 RIGID
SEWER TRENCHING, BEDDING
AND BACKFILL DETAIL
CLEANOUT TYPE 1
tNrrrrlrqu (ONLY LANDSCAPED SURFACES WITHIN
6" PVC CAP
.r FINAL GRADE
•.
6" PVC PIPE
RACER WIRE
X 6" X 6") TEE -WYE
SEWER LATERAL
W�\Q Cj u�vyTHREE FEET OF BUILDING)
LOCATION MODEL
a
No. -
18' INCHES OR MORE ABOW EAST JORDAN 10221705
100 YEAR FLOW ELEVATHON OR MEENAN R-,772
OF ALL WATERWAYS
19300219
STATE OF � r
LESS THAN 1Y ABM 100 EAST JORDAN 10Y221PT
YEAR FLOOD ELEVATION
Or ALL WATERWAYS
No.
LI❑
Y 19300219
GID . STATE OF
LETTERING
PRIVATE
'SANITARY $EWEF'
(41bI
CLAY TOWNSHIP
REGIONAL WASTE DISTRICT
N
•CTRWD
Schneider
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
y �. CTRWD
Schneider
TYPE 1 CLEANOUT DETAIL
4FDA'IIA� �P
RMao Al �5
Date 12/06/D6
Remove oil wire boskeis
twine and burlap, —
Before rrce 4 in the hole,
remove bottom of basket
cuffing horizontally.
After Iree is in the holt:
remove rest of kasket
cuffing verfimlly
Backfill using existing soil.
Water thoroughly to
eliminate oir packets. —
Add t -2 inches of
hardwood mulch -
Keep mulch 3 inches
from trunk,
Remove togs and
labels -
Prune only dead or
broken branches or
double leaders.
Stake Iree
if necessary.
Remove excess soil
to locate and expose
root flare.
Root flafe should be
1.2 inches o6ove
finish grade.
finish grode.
File T:\6H\6368\001\DWGS\DETAU.SS\LN-DTL9.DWG
NOTE: CONCRETE APRON AND CASTING SHALL BE
INSTALLED SO THAT THEY DO NOT
CONTACT THE LATERAL OR LATERAL CAP.
NEENAH R-1976 OR EAST JORDAN 1578
WITH SEWER ON CASTING
6' PVC CAP
III, l+•
36" x 36" x 10 CONCRETE
APRON WITH FIBERMESH
REINFORCEMENT.
MINIMUM i" CLEARANCE FROM TOP OF
CAP TO BOTTOM OF CASTING
TRACER WERE
FINAL GRADE
ii!
-) TEE -WYE
,#8 STONE BELOW CONCRETE 6' SEWER LATERAL
APRON TO PREVENT CLEANOUT TYPE 2
SETTLING. EXTEND TO
UNDISTURBED EARTH.(HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS
BEYOND THREE FEET OF BUILDING)
,UNIaaRII I NIIrIp111U1
PAID a C4 %,
p���Wsr�R' s
No.
19300219 �
yS STATE OF Gr
ZONA VIII- 1V 4
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
^
�� w •crRwo• t
Schneider TYPE 2 CLEANOUT DETAIL &
Date 12/06/06
File T.\8K\6366\001\DWG9\DETAEM\IN-DTLS.DWG
I H
NOTE: CASTING SHALL BE INSTALLED SO THAT
THEY DO NOT CONTACT THE LATERAL OR
LATERAL CAP.
20" VESTAL CASTING WITH 12' LID,
LETTERED 'SEWER CLEANOUT' WITH
PENTAGONAL BOLT�LOCK
HDPE PIPE TO EXTEND fi" PUC C
MINIMUM 3' ABOVE STONE
20'0 FRATCO HDPE METER PIT,
7.2 LBS/FT, MIN. 3' DEEP OR EQUAL
6' FROM TOP OF PIPE TO BOTTOM
OF METER PIT. CONTRACTOR SHALL
NOT ALLOW METER PIT TO CONTACT
LATERAL/TEE-WYE CONCRETE CAP.
MINIMUM 1' & MAMMUM 4'
CLEARANCE FROM TOP OF
CAP TO BOTTOM OF CASTING
- TRACER WIRE
r FINAL GRADE
CLEANOUT TYPE 3
(GRASS OR LANDSCAPE SURFACES
BEYOND THREE FEET OF BUILDING)
fi" CLEARANCE FROM TOP OF PIPE
TO TOP OF�8STONE
— 6' MINIMl1M (TYR)
6" SDR35 PVC PIPE
(5" X 6" X 6") TEE -WYE
6' SEWER LATERAL
a�'1\Q A' C4 IV,
LOCATION MODEL
a
No. -
18' INCHES OR MORE ABOW EAST JORDAN 10221705
100 YEAR FLOW ELEVATHON OR MEENAN R-,772
OF ALL WATERWAYS
19300219
STATE OF � r
LESS THAN 1Y ABM 100 EAST JORDAN 10Y221PT
YEAR FLOOD ELEVATION
Or ALL WATERWAYS
rsyy'(+� . /N 01 ANS G��a�
y�ss/ANAL
LI❑
"pn+rrrH I n HW I nnnaYY��
LETTERING
PRIVATE
'SANITARY $EWEF'
(41bI
CLAY TOWNSHIP
REGIONAL WASTE DISTRICT
N
•CTRWD
Schneider
TYPE 3
CLEANOUT DETAIL
g
4FDA'IIA� �P
Date L2/06/06
File T:\6FC\$366\001\DWGS\DETARS\Di-DTIS.DN(
SUMMARY OF LATERAL INSTALLATION REQUIREMENTS
1. Only one building may connect to the sewer main per lateral unless otherwise approved by TriCo.
2. No foundation, Sump, Downspouts or other storm water drains shall be interconnected to TriCo's sanitary sewer
as addressed through our Ill Ordinance and III Policy found on our website at vv wa.trico-eco.
3. The existing sewer line from the building to the septic tank may only be used if it is located under a building
addition, patio, parch or paved driveway. Air test is required to show if acceptable for re -use. The property owner
shall bear the cost of all testing- The TriCo inspector must be onsite for the duration of the air test.
4. Tri Co shall inspect all laterals. The owner or contractor shall notify TriCo prior to backfilling the installed lateral.
Final connection shall only be made under direct supervision of a TriCo inspector. An inspection must be scheduled
24 hours in advance of the required inspection. If an inspection fails and a second inspection is needed
or the contractor is not on site for the scheduled inspection, a fee of $100.00 will be assessed and must be paid
prior to the time of the follow up inspection.
5. Septic effluent shall not be pumped out into the sanitary sewer system.
Property owners are hereby advised that the County Board of Health regulates the operation and maintenance of
private sewage disposal (septic) systems. The County Ordinance provides in part that upon connection to a
public sewer, a septic 'tank shall be abandoned (pumped clean) and filled completely with earthen material or
stone in a safe and sanitary manner. Please contact the appropriate County Board of Health for further
information and to notify the department of the abandonment.
6. ACCEPTABLE PIPE MATERIALS:
PVC PIPE: SDR 35 or SDR 26, ASTM D3034, SIX INCH PIPE
PVC PRESSURE RATED PIPE: SDR 21, ASTM D2241, SIX INCH PIPE
RESTRAINED JOINT PVC PIPE (DI RECTI 0NAL DRILL): GERTAFLO GREENLINE SDR 21
ASTM D2241, SIX INCH PIPE (use only per approval of the District Engineer)
GASKETED JOINTS: ASTM 03212, FITTINGS: SDR26 OR BETTER
FERNCO OR SIMILAR FLEXIBLE COUPLINGS ARE TYPICALLY NOT ALLOWED WITHOUT APPROVAL
OF TRICO'S ENGINEER.
DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS, INDIANA SEAL SHEAR GUARD,
AND/OR SDR 26 GASKETED REPAIR SLEEVES (Allowed)
PRIVATE GRINDER PUMPSACCEPTABLE MATERIAL IF CONNECTING INTO A LOW-PRESSURE FORCE MAIN:
TriCo must be contacted far allowable pumps and pump requirements.
1.25" HDPE DR11 IPS (TYP-)Connections are to be made with (Polypropylene or Stainless Steel)
Compression Fittings c Electrofusion.
ALL PUMP CONNECTIONS
Pumps located more than 3' perpendicular to QF run longitudinally along the building far more than 3' must
have a cleanout installed, and the pipe shall be transitioned to 6" SDR 35 pipe for connection into the
pump station.
CLEAN OUTS ARE TO BE LOCATED NO MORE THAN THREE FEET FROM THE FOUNDATION AND FOR
GRAVITY CONNECTIONS, NO MORE THAN 100 FEET APART.
(please see Clean Out Details Type 2 and Type 3 for multiple cleanout installation requirements).
CLEAN OUT CAP REQUIREMENTS. 6" PVC Threaded Caps.
7- BEDDING - Use Number 8 crushed stone or Number 8 fractured face aggregate- Number 8 stone backfill material
is be placed from 6 inches below to 12 inches above the pipe. The trench should be a minimum of 18 inches
wide (six inches on both sides of the pipe).
Contractors must lay 10 Gauge Solid Tone Wire the entire length of the lateral. The wire is to be placed on top
of the lateral. After the TriCci inspector has verified the placement of the wire, bedding is required to be placed on top.
S. All splicing of tone wire shall be reconnected using either a 3M splice kit model DBRIY-6, King Innovation Dryconn
Direct Bury Lug Aqua catalog # 90220, or TriCo Engineer approved equal.
9- Laterals shall be installed no closer than 20 feet from water wells unless PVC pressure grade pipe is used,
meeting SDR 21 and ASTM D2241 requirements. Any proposed installation requiring pressure pipe must be
reviewed and accepted by Tri Co and TriCo's Engineer prior to installation.
10. Where a transition is made between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron gasketed
mechanical couplings must be used.
11- Laterals must terminate within 3 feet of the building unless the conditions in item #3 above are met.
Glued pipe is NOT allowed outside three feet of building foundation walls.
12- All exteriors structures and piping are subject to be tested andlor televised upon TriCo's discretion -
Examples of structures that may be included are Manholes, Grit Interceptors, Grease Interceptors, Pump Pits;
Sample Structures, etc -
Testing requirements are to verify that all structures are watertight and that they conform to TriCo's 111 Policy.
13. Additional information on TriCo standards and specifications maybe obtained from our website at VWvWAFico.eco
or our office during business hours of 7:30 a.m. to 4:00 p.m. Monday through Friday.
14. Call Before You Dig - INDIANA 811, 48 hours prior to digging.
TriCo Regional Sewer Utility
10701 College Ave., Suite A, Indianapolis, IN 46280
Phone 317-844-9200 Fax 317-844-9203 Revised 08/07/2018
V0 TI,
J ' E Oil 'iry'f7rler 5e.ry;(:F ....'F.
-- -i�- — t ADProveC1 E? f'�7rn;e:'7 [,''filr7!�•s-
�_ _r _._.--- - - - - - r
cart shevl i:�,
rf;r 1� rc-!e 54r:nd .4rrd Mr e2 Aoprr. F rc, hk,
♦_rrrr Top Sht'il Re•
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MANHOLE CASTING TABLE
LOCATION MODEL
COVER
18' INCHES OR MORE ABOW EAST JORDAN 10221705
100 YEAR FLOW ELEVATHON OR MEENAN R-,772
OF ALL WATERWAYS
HEAVY DUTY SOLID
LESS THAN 1Y ABM 100 EAST JORDAN 10Y221PT
YEAR FLOOD ELEVATION
Or ALL WATERWAYS
HFAVY DUTY SOLID
LI❑
OWNERSHIP
LETTERING
PRIVATE
'SANITARY $EWEF'
3/r . Y' STAINLESS STEEL
ANCHOR Bars (TYPIDAL)
FINISHED GRADE
(SIWE AWAY
FROM CASIMO)
4' PRE -CAST CONCRETE ADJUS'TNG RING
MNIMW (,) (TYPICAL)
PRE-CARTCONCRETE
AQLIS "a RING
OR FLANGE OF
CASTING
KENT SEAL
INFWEHT�
)DINT ❑ETAIL
ALL JWM WALL BE END T' A I/! al
3/4Y'E1R n ORM �MD ami RAVEL REM
O)Itl1EfE SOLMIT " NrIH CAPOA11EC m Asir C
910. CMPONDd, WHO OF "TEEM
IML BE DEFOCIAT a SEAM Of WMANN
AND AS DROCEO By CM emmc OR SILL
WW ILL 3WK%L JMM W WW -NM
9107r.
N
TO UNDISTURBED EARTH/ (TY WNIMUM
'CLEAN' SAND BAO(Fu To INFLUENT AHD
EFFLUENT PPM
NOTE: TOP OF CASTNG SHALL 0000
0.20 FEET MHINIMUM ABOVE FRRSNEDCRA
UNLESS FPPROVEO BY CIRNp, CAS'ryIGB LNDE.
15T NOT
BE 9ATti1H ONE [,1 F00T HIDPo7ANTAL p4TAMM
OF AHY PAVW DR ppNCREIE SURFACES
r_a /MUM
—' i --& rAMi7r - Iron er 3
TYr�ICAL
TYPICAL Ir NIMUM 12 MAI�NLT
N'PVC _ +G' IrNMUM
r OPENING
54 FROST UNE
##UDUID DEPTH
30' MRRIPAI TO t/4- STAINLESS S
-': 2B• MAMMM
N011EPTOR/SEPARArOR SHALL CO/FM
TO A. 0 47B UT1=11 4,000 PSH
CONCRETC
2) EXTERIOR INSTALLAPON ,LUST BE
ODIHCRETE OR CAST WON.
STEEL INTESWURS/SeARATORS
SHALL ONLY BE INSTALLED M OE
A BVIL M&
3) CONTRACTOR MAY SUPPLY
INTERCEPTOR/SEPARAIORS AS
MANUFAiM RM DY JAY P SMITH
MAWRACMEMG COMPANY SERIES 855
F INTERIOR INSTALLARpH IJTIL,IZEC.
r FRAME AND COYER
TFro DETAILS)
' (SEE MANHOLE T WeAL)
W RCP RISER
Z11A1CORE Dftu m OPENMO
RESWE3iT CONNECTOROR OAST IN PLACE A-LON CR
CMD TRAPHOV6D EPWAL
H
(TYPICAL ALL PIPE PENETRATIONS)
e'PVC EMVENT
NO OOK WILL BE PERWM wnl•N a'
OF INTERNAL OR EXTERNA, JOINTS
6' REINFORCED CONCRETE
* DISTANCE MAY BE INCREASED
BASED ON THE CONSWUEN1s
OF THE WASTE WATER R096
OMSULT CUM PRIOR TO SHOP
DRAMMG SUBMITTAL
�c* MWMUM LIQUID GEPTN MAY BE
RCDUPEO ON A CASE-BY-CASE
BASIS AS APPROVED BY CTRWD.
1z, MINIMUM CB1151ED A9 STONE MAT
FOR LEVMM A/i1 SUM M
02 STONE AS REpUNED BY CTM FOR
UNSTABLE SOIL CON0ITOM - DEPTH TD
STABLE GROUND PER CTRWD,
+ OUTSIDE O,AMM + ,• FOR PRE -CAST
NOTE
1) WE AS PER COLE OR LOCAL RMIRWEHM THE SING
METI00 FDR ALL STRUCTURES MUST BE APPROVED BY CTRAD.
2) THE BAFFLE ORANTAnON HRL BE DEPENDENT UPON THE
APP= nck
3) SHOP DRA%WM MUST BE SIIBNTTTEO TO rW MD FOR REVIEW
AND APPROVAL,
EXTERIOR INTERCEPTOR/SEPARATOR DETAIL
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: PE10403858
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DATE: 10/26/2018
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PROJECT NUMBER
WAX.001
DRAWING NUMBER
C10.2
SHEET 15 OF 27
DATE: 10/26/18