HomeMy WebLinkAboutC802 General DetailsDATE:
03/01/04
1 i
DRAWN BY:
RDR
RATIO ARCHITECTS, INC.
INDIANAPOLIS, IN
SHEET TITLE:
GENERAL
DETAILS
DRAWING FILES:
N: \4K \4702 \002 \020604 \dwgs \C802
XREF: N: \4k\ 4702 \002 \dwgs \020604 \Titiel .dwg
SHEET NO.:
C802
OUTSIDE FACE
AREA (SQ. FT.)
PLUG
90' BEND
45' BEND
22 1/2'
11 1/4'
20"
16
U
AEI
14
7
4
20"
OR
16"
16"
12
16"
12
16
9
5
3
12"
r
DATE:
03/01/04
PROJECT NO.:
4702.002
DRAWN BY:
RDR
CHECKED BY:
ALF
SHEET TITLE:
GENERAL
DETAILS
DRAWING FILES:
N: \4K \4702 \002 \020604 \dwgs \C802
XREF: N: \4k\ 4702 \002 \dwgs \020604 \Titiel .dwg
SHEET NO.:
C802
BLOCKING FOR PLUGS BENDS
BLOCKING FOR TEES WYES
PIPE
SIZE
OUTSIDE FACE AREA I;SQ.
FT.)
SIZE OF
RUN
SIZE OF
BRANCH
OUTSIDE FACE
AREA (SQ. FT.)
PLUG
90' BEND
45' BEND
22 1/2'
11 1/4'
20"
16
25
14
7
4
20"
OR
16"
16"
12
16"
12
16
9
5
3
12"
7
10"
6
12"
7
9
5
3
2
8"
5
10"
4
7
4
2
1
12"
OR
LESS
12"
7
8"
3
5
3
2
1
10"
6
6"
2
3
2
1
1
6"
4
6"
2
4"
s 2
3
2
1
1
4"
2
LL SLEEVES
POINT OF CONNECTION
DETERMINED BY
UTILITY
FINISHED GRADE,
PAVEMENT
GROUT (TYP,)
FLANGED OS a Y VALVE
FIRE LINE
DOMESTIC SERVICE (SEE NOTE 9)
12
6' STONE BAS
OP 4' CONCRETE
DETECTO
METER
ACCESS HATC
INGRESS I. EGRES
LADDER
Cu
CORPORATION STOP
BALL VALVE W/ FLANGED END (SEE NOTE 9>
REDUCING FLANGE
DOUBLE DETECTOR CHECK VALVE ASSEMBLY
S E C T I O N "A —A"
L E G E N D
O 2' TEST PLUG (SEE NOTE 9)
LI
;y
044%
I.D. +1' -3"
MINIMUM
cw
VAULT DETAIL
PIT TYPE POD
INDICATOR
P L A N
i
ale,
ROCK EXCAVATION
r SEE NOTE 9
NO SCALE
SAND CUSHION
UNDER PIPE
PIPE SUPPORTS
(2 MIN. REQ'D)
12'
M
a
SUMP
18' DIA
x 12'
DEEP
OI TAPPING SLEEVE W/ TAPPING VALVE BOX (COORDINATE WITH LOCAL UTILITY
SUPERINTENDENT /MANAGER)
LOK -PAk
K DOMESTIC SERVICE METER (SEE NOTE 9)
FLANGED TEE
O DOUBLE CHECK VALVE
NJJMP FOR TEMPORARY PUMP (IF FLOOR IS CONCRETE)
FIRE SERVICE AND METER 1
LOWER LIMIT OF
ROCK BACKFILL
C802
FIRE DEPT. CONNECTI ❑N
(CUSTOMER'S AND /OR
FIRE DEPARTMENT'S OPTION)
BACKFILL WITH
EXCAVATED OR
GRANULAR MATERIAL
AS SPECIFIED
FINISHED GRAPE,
GRASS PLOT
SUMP (WHEN CONCRETE
FLOOR IS USED)
NOTES
1. CUSTOMER SHALL FURNISH INSTALL VAULT.
INCLUDING ALL APPERTENCES EXCEPT AS
NOTED BELOW
2. VAULT CONSTRUCTION MATERIALS SHALL BE 8'x8'x16'
CMU, OR PRECAST, OR CAST -IN -PLACE
CONCRETE AT CUSTOMER'S SELECTION,
3. INSIDE DIMENSIONS PER DRAWING NOTES. VAULT
TO BE SET LENGTHWISE WITH SERVICE.
4. TOP OF VAULT TO BE CONCRETE, AT LEAST 4' THICK
WITH REINFORCING SUITABLE FOR ANTICIPATED LOADING.
WHEN VAULT IS CONSTRUCTED IN PAVED AREAS. PAVEMENT
IS TO BE LEVEL WITH TOP OF VAULT, AND THE TOP REINFORCED
AS REQUIRED TO SUPPORT TRAFFIC LOADS (Le, H -20 WHEEL LOADS
WHEN VAULT IS CONSTRUCTED IN GRASS PLOT, TOP OF VAULT
SHALL BE 3' ABOVE FINISHED GRADE.
5. BOTTOM OF VAULT TO BE MINIMUM OF 6' OF CRUSHED
STONE OR 4' CONCRETE AT CUSTOMER'S SELECTION.
MINIMUM CLEARANCE OF 12' BELOW BOTTOM OF FIRE
SERVICE AND DOMESTIC SERVICE LINES IS REQUIRED.
6. DOUBLE DETECTOR CHECK VALVE SHALL BE A MODEL
APPROVED BY THE INDIANA DEPARTMENT OF
ENVIRONMENTAL MANAGEMENT, WITH RESILIENT
SEAT GATE VALVE ON INLET OUTLET SIDES.
DETECTOR METER IS FURNISHED BY UTILITY AND
INSTALLED BY CUSTOMER.
7, ACCESS HATCH IN TOP OF VAULT SHALL BE 30'x30'
ALUMINUM BILCO J-2AL. BILCO PCM -2, HALLIDAY
W153030 OR EQUAL. ACCESS HATCH SHALL HAVE
SAME OR GREATER LOADING CAPACITY AS VAULT LID.
PIPE HATCH FRAME DRAIN TO VAULT FLOOR OR SUMP,
AS APPLICALBE.
B. LADDER FOR VAULT INGRESS AND EGRESS SHALL BE
PER OSHA REQUIREMENTS. LADDER MATERIAL SHALL
BE ALUMINUM OR FIBERGLASS AND INCLUDE
A BILCO 'LADDER -UP' SAFETY DEVICE OR EQUAL,
9. A COMBINATION VAULT CAN BE USED AT THE
DISCRETION OF THE UTILITY.
10, SEE PLUMBING PLAN FOP PIPE, VALVE AND APPERTENCE
SIZES.
a UTILITY WILL FURNISH AND INSTALL DOMESTIC SERVICE
FROM TAP THROUGH METER. METER SIZING IS SELECTED
BY UTILITY.
b. CUSTOMER SHALL FURNISH BALL VALVES ON OUTLET
SIDE DF THE DOMESTIC METER SETTING.
c. BY -PASS W /LUCK VALVE MAY BE INSTALLED
BY CUSTOMER UPON UTILITY'S APPROVAL.
d. A 2' TEST PLUG SHALL BE INSTALLED AT LEAST 2 PIPE
DIAMETERS DOWNSTREAM OF 2' OR LARGER METERS.
I.D. +1' -3"
MINIMUM
EARTH EXCAVATION
WATER MAIN INSTALLATION DETAI
EACH JOINT TO
BE DUG OUT TO
PROVIDE A FIRM
BEARING ON
UNDISTURBED SOIL
EDGE OF PAVEMENT,
CURB, GU I IER OR
SIMILAR STRUCTURE
IN THE PUBLIC R/W
3/4"x18"
ANCHOR BOLTS
(4 REQ'D)
ANCHOR BLOCK TO BE OF
CLASS "B" CONCRETE
"8" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY
#8 CRUSHED STONE OR
APPROVED EQUIV.
CLASS I BEDDING MATERIAL
HAND TAMPED OR WALKED
INTO PLACE
PLAN
5" DIAM. WASHER, 1" THICK
NOTE:
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR 22 1/2'
11 1/4' BENDS.
STRAP IRON ANCHORS
2" WIDE x 1/2° THICK
5' OR LESS
DOWNWARD BEND
7—
MIN. 1.25 Bc +12"
WITHIN 5' OF EDGE OF PAVEMENT
NOTE:
ALL BEDDING INITIAL BACKFILL
SHALL BE INSTALLED IN 6"
TO 12" BALANCED LIFTS
A MINIMUM 9" OF CLEARANCE SHALL
BE PROVIDED ON EACH SIDE OF
THE INSTALLED PIPE
TRENCH DETAIL
PLASTIC PIPE (PVC HDPE)
C.A.M. 500 -03
I I -I I I -I I I -I I I -I I
o•
P
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR 90'
45' BENDS.
PLAN
4' MIN.
OUTSIDE FACE AREA AS NOTED
IN TABLE.
w
SECTION "C —C"
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH
BRANCH
ALL CONCRETE BLOCKING TO CONSIST OF CLASS "B" CONCRETE POURED AGAINST FIRM GROUND.
OUTSIDE FACE AREA NOT LESS THAN
VALUES GIVEN IN TABLE FOR TEES
WYES.
FOR PLUGS.
ELAN.
MIN. 12"
I i
II
III =i11
SECTION "D —D"
NO SCALE
BC OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
caaz
C802
LEGEND
DETAIL CONCRETE BLOCKIN
EDGE OF PAVEMENT,
CURB, GUI IkR OR
SIMILAR STRUCTURE
IN THE PUBLIC R/W
"B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY
GREATER THAN 5'
#8 CRUSHED STONE OR
APPROVED EQUIV.
CLASS I BEDDING MATERIAL
HAND TAMPED OR WALKED
INTO PLACE
PIPE OR BEND
AS REQUIRED
\A
MIN. 1.25 Bc-I-12"
NOTE:
ALL BEDDING INITIAL BACKFILL
SHALL BE INSTALLED IN 6"
TO 12" BALANCED LIFTS
A MINIMUM 9" OF CLEARANCE SHALL
BE PROVIDED ON EACH SIDE OF
THE INSTALLED PIPE
TRENCH DETAIL
PLASTIC PIPE (PVC HDPE)
C.A.M. 500 -04
moipois
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWN
NOTE:
BENDS FITTINGS AS REQUIRED.
SEE PLAN SHEETS FOR DETAILS.
REGULAR BACKFILL
TAPPING SLEEVE
VALVE BOX
uiiS
4"
GREATER THAN 5' FROM EDGE OF PAVEMENT
CONNECTION TO EXISTING MAIN
MIN. 12"
EXISTING MAIN
6
C802
LEGEND
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
6. Acceptable Pipe Materials:
7. Bedding:
FINISH GRADE
HEAVY DUTY LAMPHOLE
CASTING W/ SOLID LID.
NEENAH R- 1974 -A OR
APPROVED EQUAL
CONCRETE COLLAR
APPROX. 90'
Clay Township Regional Waste District
10701 North College Suite A.
Indianapolis, Indiana 46280
Phone: 844 -9200
15. Call before you dig: IUPPS 1- 800 -382 -5544, 48 hours prior to digging.
Lateral- rev.04 -01 cf
6"
6"
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
12. Septic effluent shall not be pumped out into the sanitary sewer system.
SPRING LINE
OF PIPE
PLUG
SANITARY SEWER LATERAL
SUMMARY OF LATERAL INSTALLATION RE *UiREMENTS
NO SCALE
TYPICAL CLEANOUT DETAIL
WITH PLUG
9. Where a transition is blade between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron
gasketed mechanical coupling shall be used.
Fax: 844 -9203
03
6" PIPE
LONG RADIUS
1 All houses, buildings, etc., shall connect to the District's sanitary sewer system within 94 days of notice
providing a sewer is within 300 feet for Hamilton County or 100 feet for Boone County of the property
line. Only one building may connect to the sewer main per lateral unless otherwise approved by the
District.
2. No foundation or other storm water drains shall be interconnected to the sewer lateral installed and
connected to the District's sanitary sewer.
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, porch 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 District inspector must be onsite for the
duration of the air test.
4. The owner or contractor shall notify the District prior to covering the installed lateral so that the District
can make an inspection to determine compliance with the District's sewer use ordinance. Such
notification shall be made 24 hours prior to the need for the inspection. If the inspection fails and a
second inspection is required, or contractor is not on site for scheduled inspection, or fails to cancel
inspection, an additional fee of $75.00 will be due This must be paid prior to the time of the follow up
inspection.
5. 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 and filled with earthen material
in a safe arild sanitary manner." Please contact the appropriate County Board of Health for further
information.
PVC PIPE: SDR 35, ASTM D -3034, SIX INCH PIPE
PVC PIPE: SDR 21, ASTM D -241, SIX INCH PIPE
GASKETS JOINTS ASTM D 3212
GASKETS ASTM F -477
FITTINGS SDR -26
DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS.
CLEAN OUTS TO BE LOCATED THREE FEET WITHIN THE
FOUNDATION AND NO MORE THAN 300 FEET APART.
Use fill sand or Number8, 9 or 11 stone
Fill material is to be placed from 6 inches below to 6 inches above the
pipe
The trench should be a minimum of 18 inches wide
8. Laterals shall be installed no closer than 20 feet front water wells unless PVC pressure grade pipe is
used meeting SDR 21 and ASTM D -2241. Any proposed installation requiring pressure pipe shall be
reviewed and accepted by the District and the District's engineer prior to installation.
10 .Laterals shall terminate within 3 feet of the building unless the conditions in item 43 above are net. No
glued pipe shall be installed outside of building foundation walls.
11. Additional information on District standards and specifications may be obtained from the District's office
during business hours of 8:00a.m. to 5:00p.m. Monday through Friday: All District standards can be
located on our web site at http: /www.ctrwd.oro
13. The District shall inspect ALL laterals. Please call the District office at 844.9200 24 hours prior to
time of inspection
14. Contractors shall lay 14 gauge- stranded wire the entire length of the lateral. Wire is to be
placed on top of the lateral. The District inspector will verify placement of the wire. After inspection,
bedding is to be placed on top.
Cr)
0
C/)
LU
100% CONSTRUCTION DOCUMENTS
DATE: 3( 1< THIS DRAWING AND THE I EAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPGR AT!nN, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2004)
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrision
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7200
www.schneidercorp.com
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