C503 DETAILS

CAST IRON BODY WITH FRAME & COVER (SEE
BRONZE PLUG NOTE 14)
CLEANOUT TO BE FLUSH
WITH GRADE USE UP TO THREE
COURSES OF BRICK
2, FOR ADJUSTMENT
7" MIN.
a
x NOTES:
STEPS 1. MANHOLE TO CONFORM TO ASTM C478, EXCEPT AS
MODIFIED BELOW.
(TYP.) CONE 2. CARE MUST BE TAKEN TO FORM A SMOOTH FINISHED
4" PVC RISER - TROUGH FROM ENTRANCE PIPES TO EXIT PIPE, AND IN
12 X12 X8 CONCRETE5„ CURVED MANHOLES THE TROUGH MUST BE A SMOOTH
PAD FLUSH TO GRADE CIRCULAR ARC TANGENT TO THE INSIDE WALLS OF THE
ALL PIPE BENDS AND (3000 PSI MIN.) RISER 4'-0 PIPES AT THEIR ENDS.
(MIN.) 3. PRE -CAST MANHOLE SHALL BE DESIGNED TO SUPPORT
CONNECTIONS SHALL BE AN H-20 WHEEL LOAD.
45° MAX. SEE DRAINAGE OR UTILITY BASE 4. ALL JOINTS SHALL CONFORM TO ASTM C443.
PLAN FOR PIPE SIZE AND SECTION 5. ALL MANHOLES OVER 3'-6" IN DEPTH SHALL BE
MATERIAL PROVIDED WITH STEPS V-4" ON CENTERS. STEPS
A N A SHALL BE IN ACCORDANCE WITH THE PROJECT
CLEANOUT IN PAVED AREAS SPECIFICATIONS.
a° 6. ALL PIPE OPENINGS TO BE NO GREATER THAN O.D. OF
PIPE AND ADDITIONALLY REINFORCED WITH A MINIMUM
OF 0.20 SQ. IN. OF STEEL AT 90 DEGREES. PIPE TO
WHEN CLEANOUT OCCURS IN o0 ° BE CENTERED IN OPENINGS. ADDITIONAL REINFORCING
LANDSCAPE BEDS, CONC. PVC BODY WITH BRONZE NOT REQUIRED FOR CORED OPENINGS.
RING IS TO BE OMITTED AND PLUG 7. ALL SURFACES SHALL BE SMOOTH EVEN TEXTURED WITH
TOP OF CLEANOUT SET 1 III III III III III III - A MINIMUM OF HONEYCOMB, FINS AND OTHER
FLUSH TO FINISH GRADE PRE -CAST CONC. IMPERFECTIONS.
CLEANOUT RING AGGREGATE BED 8. RAMSET MASONARY TIES EVERY 12 INCHES.
CLEANOUT TO BE NO. 57 STONE 9. ALL CONCRETE TO BE 3600 P.S.I.
RECESSED 1" BELOW10. INVERTS IN 5' DIAMETER MANHOLES TO BE OVER
TOP OF CONC. RING SET FINISH GRADE 1 ABOVE WIDEST SHELF.
LIP OF RING AS SHOWN ELEVATION 11. STEPS IN 5' DIAMETER MANHOLES TO BE OVER WIDEST
SHELF.
12. LIFTING HOLES SHALL BE PLUGGED WITH MORTAR FROM
2% OUTSIDE PRIOR TO BACKFILLING.
MIN. 13. STRAIGHT WALL OF MANHOLE TO BE LOCATED OVER
TYP. INFLUENT PIPEPIPE OR OVER WIDEST SHELF.
j a 14. THE FRAME AND COVER SHALL BE SUPER CAST INC.
Q° MODEL #MH-RCR-2010, EAST JORDAN IRON WORKS
- ° MODEL: 00100054 (SOLID) OR 55 (VENTED), OR U.S. FOUNDRY -USF 260-A OR APPROVED Q
4" PVC RISER III a EQUAL. COVER
1�
SHALL BE LABELED "SANITARY SEWER".
SEE DRAINAGE OR UTILITY ° 15. THE TEXT "WARNING - DO NOT ENTER" SHALL BE
ALL PIPE BENDS AND PLAN FOR PIPE SIZE AND EMBOSSED IN THE MANHOLE COVER.
CONNECTIONS SHALL BE
45° MAX. MATERIAL
� Cleanout
N.T.S.
�5
r
M °
m as PLAN -BENDS
a
24" MIN. - 12" & LARGER PIPE
18" MIN. - 10" & SMALLER
' CLEANOUT IN GRASSED AREAS
NOTE: ENGRAVE "SS" IN SANITARY SEWER PLUG AND
ENGRAVE "SD" IN STORM DRAIN PLUG.
PLAN -TEES
18" MIN.
a CY
r)
U0
PLAN & ELEV. - PLUGS
NOTE:
BASED ON 100 PSI STATIC PRESSURE PLUS AWWA WATER HAMMER
ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED GROUND
oncrete Thrust�Blo�ck_
� N.T.9.
UNDISTURB
BEHIND BLC
A
z
L
L
C
CONCRETE Bl.
UNDISTURBED EARTH
EXISTING LINE
I ��
� X J
USE VALVE BOX STABILIZING PAD WHEN
PLACED IN AREAS SUBJECT TO TRAFFIC
`-VALVE BOX
(SEE DETAIL)
TAPPING SLEEVEIII CONCRETE BRICKS
I UNDER VALVE BOX
I
a M.J. GATE VALVE
. MEGALUG JOINT RESTRAINT
-I I OR EQUIVALENT
"C" SEE CHART °� o
SII a
=I I
UNDISTURBED EARTH
CONCRETE BRICK BLOCKING
CONCRETE BLOCKING COMPACTED EARTH
SECTION A -A
NOTES:
1. THE GATE VALVE SHALL OPEN TO THE RIGHT.
2, USE FULL BODY TAPPING SLEEVE WITH GASKET AND MECHANICAL JOINT OUTLET,
3. CONCRETE BLOCKING IS TO BE FORMED TO ENSURE ACCESSIBILITY TO FITTINGS AND POURED AGAINST UNDISTURBED EARTH,
4. FITTINGS ARE TO BE COMPLETELY WRAPPED WITH PLASTIC, PRIOR TO POURING CONCRETE.
5. CONCRETE TO BE MINIMUM 3,000 PSI. @ 28 DAYS.
DETAIL # REVISED
�� CITY OF STATESVILLE WATERLINE W17
A RF
PUBLIC WORKS DEPARTMENT Tapping Sleeve SCALE: SHEET#
LOQ' N.T.S. 1 OF 1
Tapping Sleeve &Valve
� NT5
Y:�charlotte�170001005�17000142.00_Iredell_Safety_Compl�Eng_Docs�Drawings�17000142.00-CD�17000142 DETAILS.dwg, C503 DETAILS, 5/17/2017 11:54:46 AM
SECTION A -A
Precast Sanitary Sewer Manhole
N.T.S.
N.T.5.
FRAME & COVER
(SEE NOTE 18)
USE UP TO THREE
COURSES OF BRICK
2' FOR ADJUSTMENT
7" MIN. 9' JOINT D.I.P. (MIN.)
Q OR D.I.P. TO
-:2 UNDISTURBED GROUND
STEPS
(TYP.) CONE )
5°D.I.P.
RISER
4'-0"
BASE (MIN.)
SECTION
A N
°
ao ° a °
III III III II
3-#6 REBARS
POUR 3'X3' (3000 PSI)
CONC. FOOTING 6"
THICK TO SUPPORT
DROP STRUCTURE
2%
MIN.
TYP.
VOID TO BE
MASONRY FILLED
111
DROP PIPE TO BE
SAME SIZE AS
INFLUENT PIPE
A
UNDISTURBED
MATERIAL
SECTION A -A
G
t
0
i
AGGREGATE BED
NO. 57 STONE
GRAVEL OR
WASHED STONE
CONC. SUPPORT PAD
AND THRUST BLOCK
UNDISTURBED EARTH '
2 J" GALVANIZED RODS WITH GALVANIZED
NUTS OR TYLER LONG SWIVEL ADAPTER
OR EQUAL
2'-6"
(MIN.)
TEE CONNECTION
TO WATER MAIN
CONC. THRUST
BLOCK
UNDISTURBED
EARTH
FINISHED GRADE
COMPACTED EARTH
BACKFILL
ADJUSTABLE CAST
IRON VALVE BOX
6" GATE
VALVE
NOTES:
1. ON ROADS WITH CURB AND GUTTER, INSTALL HYDRANT
2' FROM BACK OF CURB; ON ROADS WITHOUT CURB
AND GUTTER, INSTALL HYDRANT 6' FROM EDGE OF
PAVEMENT.
2. 4" OUTLET TO BE TURNED FACING ROADWAY.
3. CONCRETE BLOCKING TO EXTEND TO UNDISTURBED
EARTH, SEE DETAIL FOR MINIMUM DIMENSIONS.
4. FIRE HYDRANT TO BE MUELLER CENTURIN II OR
APPROVED EQUAL.
5. FIRE HYDRANT SHALL HAVE 4" STORZ CONNECTION.
ireHydrant Assembly
� N.T.S.
NOTES:
1. MANHOLE TO CONFORM TO ASTM C478, EXCEPT AS MODIFIED BELOW.
2. CARE MUST BE TAKEN TO FORM A SMOOTH FINISHED TROUGH FROM
ENTRANCE PIPES TO EXIT PIPE, AND IN CURVED MANHOLES THE TROUGH
MUST BE A SMOOTH CIRCULAR ARC TANGENT TO THE INSIDE WALLS OF
THE PIPES AT THEIR ENDS.
3. PROTECTIVE WALL FOR OUTSIDE DROP SHALL BE A MINIMUM OF 4"
MASONARY. AN 8" WALL MAY BE REQUIRED UNDER SOME CONDITIONS.
4. THE SLOPE OF THE OUTSIDE DROP SHALL BE PER FOOT.
5. PRE -CAST MANHOLE SHALL BE DESIGNED TO SUPPORT AN H-20 WHEEL
LOAD.
6. ALL JOINTS SHALL CONFORM TO ASTM C443.
7. ALL MANHOLES OVER 3'-6" IN DEPTH SHALL BE PROVIDED WITH STEPS
1'-4" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS.
8. ALL PIPE OPENINGS TO BE NO GREATER THAN O.D. OF PIPE AND
ADDITIONALLY REINFORCED WITH A MINIMUM OF 0.20 SQ. IN. OF STEEL AT
90 DEGREES. PIPE TO BE CENTERED IN OPENINGS. ADDITIONAL
REINFORCING NOT REQUIRED FOR CORED OPENINGS.
9. ALL SURFACES SHALL BE SMOOTH EVEN TEXTURED WITH A MINIMUM OF
HONEYCOMB, FINS AND OTHER IMPERFECTIONS.
10. RAMSET MASONARY TIES EVERY 12 INCHES.
11. ALL CONCRETE TO BE 3600 P.S.I.
12. FOOTING FOR DROP MAY BE POURED AS PART OF THE MANHOLE BASE
SLAB OR FIELD POURED AND TIED TO MANHOLE BASE WITH THREE
EQUALLY SPACED #6 REBARS DOWELED INTO MANHOLE BASE 2" FROM
TOP OF SLAB. GROUT INTO 8" DEEP HOLES WITH EXPANSION GROUT.
13. OUTSIDE DROP INVERTS IN 5' DIAMETER MANHOLES TO BE OVER WIDEST
SHELF.
14. STEPS IN 5' DIAMETER MANHOLES TO BE OVER WIDEST SHELF.
15. OUSIDE DROP SHALL NOT ENTER MANHOLE IN CONE SECTION.
16. LIFTING HOLES SHALL BE PLUGGED WITH MORTAR FROM OUTSIDE PRIOR
TO BACKFILLING.
17. STRAIGHT WALL OF MANHOLE TO BE LOCATED OVER INFLUENT PIPEPIPE
OR OVER WIDEST SHELF.
18. THE FRAME AND COVER SHALL BE SUPER CAST INC. MODEL
#MH-RCR-2010, EAST JORDAN IRON WORKS MODEL: 00100054 (SOLID)
OR 55 (VENTED), OR U.S. FOUNDRY -USF 260-A OR APPROVED EQUAL.
COVER SHALL BE LABELED "SANITARY SEWER".
19. THE TEXT "WARNING - DO NOT ENTER" SHALL BE EMBOSSED IN THE
MANHOLE COVER.
20. PAY ITEM FOR DROP MANHOLE INCLUDES THE M.J. TEE AND DROP PIPE.
21. HORIZONTAL D.I.P. TO BE INCLUDED WITH PAY ITEM FOR DUCTILE IRON
PIPE.
zX
_Q
:2:2
00
UNDISTRUBED
EARTH
CONC. SUPPORT
PAD AND THRUST III-
BLOCK III III III
2- 4" GALVANIZED RODS W/
GALVANIZED NUTS OR TYLER LONG
SWIVEL ADAPTER OR EQUAL (TYP.)
6" THICK LAYER OF
#57 WASHED STONE
4" STORZ CONNECTION (TYP.)
FINISHED GRADE
1/4 BENDS 1/8 BENDS 1/16 BENDS
TEES
PLUGS
SIZE
A
B
A
B
A
B
A
B
C D
2 1/2"-4"
16"
10"
9"
10"
6"
8"
10"
12"
10" 21"
8"
1 22"
13"
12"
13"
8"
10"
13"
16" 1
12" 29"
10"
26"
17"
14"
17"
10"
13"
16"
20" 1
14" 36"
12"
29"
21"
16"
21"
11"
16"
18" 24"
16" 41"
14"
35"
24"
19"
24"
12"
20"
22"
27"
18" 48"
16"
38"
27"
21"
27"
12"
24"
24"
30"
20" 54"
PLAN -TEES
18" MIN.
a CY
r)
U0
PLAN & ELEV. - PLUGS
NOTE:
BASED ON 100 PSI STATIC PRESSURE PLUS AWWA WATER HAMMER
ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED GROUND
oncrete Thrust�Blo�ck_
� N.T.9.
UNDISTURB
BEHIND BLC
A
z
L
L
C
CONCRETE Bl.
UNDISTURBED EARTH
EXISTING LINE
I ��
� X J
USE VALVE BOX STABILIZING PAD WHEN
PLACED IN AREAS SUBJECT TO TRAFFIC
`-VALVE BOX
(SEE DETAIL)
TAPPING SLEEVEIII CONCRETE BRICKS
I UNDER VALVE BOX
I
a M.J. GATE VALVE
. MEGALUG JOINT RESTRAINT
-I I OR EQUIVALENT
"C" SEE CHART °� o
SII a
=I I
UNDISTURBED EARTH
CONCRETE BRICK BLOCKING
CONCRETE BLOCKING COMPACTED EARTH
SECTION A -A
NOTES:
1. THE GATE VALVE SHALL OPEN TO THE RIGHT.
2, USE FULL BODY TAPPING SLEEVE WITH GASKET AND MECHANICAL JOINT OUTLET,
3. CONCRETE BLOCKING IS TO BE FORMED TO ENSURE ACCESSIBILITY TO FITTINGS AND POURED AGAINST UNDISTURBED EARTH,
4. FITTINGS ARE TO BE COMPLETELY WRAPPED WITH PLASTIC, PRIOR TO POURING CONCRETE.
5. CONCRETE TO BE MINIMUM 3,000 PSI. @ 28 DAYS.
DETAIL # REVISED
�� CITY OF STATESVILLE WATERLINE W17
A RF
PUBLIC WORKS DEPARTMENT Tapping Sleeve SCALE: SHEET#
LOQ' N.T.S. 1 OF 1
Tapping Sleeve &Valve
� NT5
Y:�charlotte�170001005�17000142.00_Iredell_Safety_Compl�Eng_Docs�Drawings�17000142.00-CD�17000142 DETAILS.dwg, C503 DETAILS, 5/17/2017 11:54:46 AM
SECTION A -A
Precast Sanitary Sewer Manhole
N.T.S.
N.T.5.
FRAME & COVER
(SEE NOTE 18)
USE UP TO THREE
COURSES OF BRICK
2' FOR ADJUSTMENT
7" MIN. 9' JOINT D.I.P. (MIN.)
Q OR D.I.P. TO
-:2 UNDISTURBED GROUND
STEPS
(TYP.) CONE )
5°D.I.P.
RISER
4'-0"
BASE (MIN.)
SECTION
A N
°
ao ° a °
III III III II
3-#6 REBARS
POUR 3'X3' (3000 PSI)
CONC. FOOTING 6"
THICK TO SUPPORT
DROP STRUCTURE
2%
MIN.
TYP.
VOID TO BE
MASONRY FILLED
111
DROP PIPE TO BE
SAME SIZE AS
INFLUENT PIPE
A
UNDISTURBED
MATERIAL
SECTION A -A
G
t
0
i
AGGREGATE BED
NO. 57 STONE
GRAVEL OR
WASHED STONE
CONC. SUPPORT PAD
AND THRUST BLOCK
UNDISTURBED EARTH '
2 J" GALVANIZED RODS WITH GALVANIZED
NUTS OR TYLER LONG SWIVEL ADAPTER
OR EQUAL
2'-6"
(MIN.)
TEE CONNECTION
TO WATER MAIN
CONC. THRUST
BLOCK
UNDISTURBED
EARTH
FINISHED GRADE
COMPACTED EARTH
BACKFILL
ADJUSTABLE CAST
IRON VALVE BOX
6" GATE
VALVE
NOTES:
1. ON ROADS WITH CURB AND GUTTER, INSTALL HYDRANT
2' FROM BACK OF CURB; ON ROADS WITHOUT CURB
AND GUTTER, INSTALL HYDRANT 6' FROM EDGE OF
PAVEMENT.
2. 4" OUTLET TO BE TURNED FACING ROADWAY.
3. CONCRETE BLOCKING TO EXTEND TO UNDISTURBED
EARTH, SEE DETAIL FOR MINIMUM DIMENSIONS.
4. FIRE HYDRANT TO BE MUELLER CENTURIN II OR
APPROVED EQUAL.
5. FIRE HYDRANT SHALL HAVE 4" STORZ CONNECTION.
ireHydrant Assembly
� N.T.S.
NOTES:
1. MANHOLE TO CONFORM TO ASTM C478, EXCEPT AS MODIFIED BELOW.
2. CARE MUST BE TAKEN TO FORM A SMOOTH FINISHED TROUGH FROM
ENTRANCE PIPES TO EXIT PIPE, AND IN CURVED MANHOLES THE TROUGH
MUST BE A SMOOTH CIRCULAR ARC TANGENT TO THE INSIDE WALLS OF
THE PIPES AT THEIR ENDS.
3. PROTECTIVE WALL FOR OUTSIDE DROP SHALL BE A MINIMUM OF 4"
MASONARY. AN 8" WALL MAY BE REQUIRED UNDER SOME CONDITIONS.
4. THE SLOPE OF THE OUTSIDE DROP SHALL BE PER FOOT.
5. PRE -CAST MANHOLE SHALL BE DESIGNED TO SUPPORT AN H-20 WHEEL
LOAD.
6. ALL JOINTS SHALL CONFORM TO ASTM C443.
7. ALL MANHOLES OVER 3'-6" IN DEPTH SHALL BE PROVIDED WITH STEPS
1'-4" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS.
8. ALL PIPE OPENINGS TO BE NO GREATER THAN O.D. OF PIPE AND
ADDITIONALLY REINFORCED WITH A MINIMUM OF 0.20 SQ. IN. OF STEEL AT
90 DEGREES. PIPE TO BE CENTERED IN OPENINGS. ADDITIONAL
REINFORCING NOT REQUIRED FOR CORED OPENINGS.
9. ALL SURFACES SHALL BE SMOOTH EVEN TEXTURED WITH A MINIMUM OF
HONEYCOMB, FINS AND OTHER IMPERFECTIONS.
10. RAMSET MASONARY TIES EVERY 12 INCHES.
11. ALL CONCRETE TO BE 3600 P.S.I.
12. FOOTING FOR DROP MAY BE POURED AS PART OF THE MANHOLE BASE
SLAB OR FIELD POURED AND TIED TO MANHOLE BASE WITH THREE
EQUALLY SPACED #6 REBARS DOWELED INTO MANHOLE BASE 2" FROM
TOP OF SLAB. GROUT INTO 8" DEEP HOLES WITH EXPANSION GROUT.
13. OUTSIDE DROP INVERTS IN 5' DIAMETER MANHOLES TO BE OVER WIDEST
SHELF.
14. STEPS IN 5' DIAMETER MANHOLES TO BE OVER WIDEST SHELF.
15. OUSIDE DROP SHALL NOT ENTER MANHOLE IN CONE SECTION.
16. LIFTING HOLES SHALL BE PLUGGED WITH MORTAR FROM OUTSIDE PRIOR
TO BACKFILLING.
17. STRAIGHT WALL OF MANHOLE TO BE LOCATED OVER INFLUENT PIPEPIPE
OR OVER WIDEST SHELF.
18. THE FRAME AND COVER SHALL BE SUPER CAST INC. MODEL
#MH-RCR-2010, EAST JORDAN IRON WORKS MODEL: 00100054 (SOLID)
OR 55 (VENTED), OR U.S. FOUNDRY -USF 260-A OR APPROVED EQUAL.
COVER SHALL BE LABELED "SANITARY SEWER".
19. THE TEXT "WARNING - DO NOT ENTER" SHALL BE EMBOSSED IN THE
MANHOLE COVER.
20. PAY ITEM FOR DROP MANHOLE INCLUDES THE M.J. TEE AND DROP PIPE.
21. HORIZONTAL D.I.P. TO BE INCLUDED WITH PAY ITEM FOR DUCTILE IRON
PIPE.
zX
_Q
:2:2
00
UNDISTRUBED
EARTH
CONC. SUPPORT
PAD AND THRUST III-
BLOCK III III III
2- 4" GALVANIZED RODS W/
GALVANIZED NUTS OR TYLER LONG
SWIVEL ADAPTER OR EQUAL (TYP.)
6" THICK LAYER OF
#57 WASHED STONE
4" STORZ CONNECTION (TYP.)
FINISHED GRADE
90`
BEND
6"0
GALVANIZED PIPE
6"b
CHECK VALVE
W/
BALL DRIP
6"0
DIP OR GAL. PIPE
RECEPTACLE WITH GFCI
JE TEE CONNECTION
TO WATER MAIN
FOR HEATER CONNECTION
CONC. THRUST
SECOND
BLOCK
TO ENSURE ASSEMBLY DOES
UNDISTURBED
SHUTOFF
EARTH
Fire Department Connection
N.T.S.
3" Red
LOCKABLE FLIP
TOP FIBERGLAS
ENCLOSURE
J
PLAN
VIEW
INSTALL120V
LOCKABLE FLIP
RECEPTACLE WITH GFCI
TOP FIBERGLASS
FOR HEATER CONNECTION
ENCLOSURE INLET
SECOND
TO ENSURE ASSEMBLY DOES
SHUTOFF
SHUTOFF
NOT FREEZE
VALVEVALVE
FIRST
SECOND
"
CHECK
CHECK
DRAIN PORT
TYPICAL EACH SIDE
a4.
USE D.I.P. FROM
METER CONNECTION
TO BACK SIDE OF RPZ,
COPPER TYPE L MAY
BE SUBSTITUTED FOR b b
LINES 2" OR SMALLER
SECTION X -X
NOTE:
1. ALL BACKFLOW ASSEMBLY'S SHALL BE MAINTAINED BY THE CUSTOMER,
2. ENSURE ASSEMBLY WILL FIT WITHIN FIBERGLASS ENCLOSURE
DIMENSIONS BEFORE ORDERING ENCLOSURE.
3. SLOPE CONCRETE PAD TO DRAIN PORTS.
4. ASSEMBLY SHALL BE PLACED ON THE CUSTOMERS PROPERTY BEHIND
THE METER. IF APPROVED BY THE CITY ENGINEER, THE ASSEMBLY MAY
BE PLACED INSIDE OR BESIDE THE BUILDING.
5. ASSEMBLY SHALL BE ACCESSIBLE BY CITY INSPECTORS.
6. TAMPER SWITCHES WITH ALARM SHALL BE SUPPLIED ON THE DEVICE
WHEN USED FOR FIRE LINE APPLICATIONS AS PER NC FIRE CODE.
7. METER SHALL READ IN CUBIC FEET. ISOMETRIC VIEW OF
8. AS AN OPTION THE ASSEMBLY MAY BE PLACED IN A BELOW GROUND TYPICAL ENCLOSURE
VAULT. THE VAULT SHALL BE APPROVED BY THE CITY ENGINEER.
g9TATESp WATER LINE DETAIL # REVISED
�_ CITY OF STATESVILLE Reduced Pressure Detector W'° JAN 2011
INDUSTRYAGMULTURE
PUBLIC WORKS DEPARTMENT Assembly For High Hazard SCALE: SHEET#
cAi�°v~ Applications (Above Ground) N.T.S. 1 OF
ed Pressure Assembl
LOCKABLE FLIP
TOP FIBERGLAS
ENCLOSURE
L4
LOC
TOP
ENC
USE D.
STREET COP
TO BACK SIC
NOTE:
1. ALL BACKFLOW ASSEMBLY'S SHALL BE MAINTAINED BY THE CUSTOMER.
2. ENSURE ASSEMBLY WILL FIT WITHIN THE FIBERGLASS ENCLOSURE.
CHECK DIMENSIONS BEFORE ORDERING ENCLOSURE.
3. SLOPE CONCRETE PAD TO DRAIN PORTS.
4. ASSEMBLY SHALL BE PLACED ON THE CUSTOMERS PROPERTY BEHIND
THE METER. IF APPROVED BY THE CITY ENGINEER, THE ASSEMBLY MAY
BE PLACED INSIDE OR BESIDE THE BUILDING.
5. ASSEMBLY SHALL BE ACCESSIBLE BY CITY INSPECTORS.
6. TAMPER SWITCHES WITH ALARM SHALL BE SUPPLIED ON THE DEVICE
WHEN USED FOR FIRE LINE APPLICATIONS AS PER NC FIRE CODE.
7. METER SHALL READ IN CUBIC FEET.
8 AS AN OPTION THE ASSEMBLY MAY BE PLACED IN A BELOW GROUND
PLAN VIEW
'"'STALL 120V
WITH GFCI
)NNECTION
AIN PORT
ACH SIDE
ISOMETRIC VIEW OF
VAULT. THE VAULT SHALL BE APPROVED BY THE CITY ENGINEER. TYPICAL ENCLOSURE
o4gTATEs` DETAIL # REVISED
- r CITY OF STATESVILLE WATERLINE
,�, __ � t��, W-11 DEC 2010
V INDUSTRY AGRICULTURE 3" - 10" DCV Assembly
PUBLIC WORKS DEPARTMENT SCALE: SHEET #
(Above Ground) N.T.S. 1 OF 1
8" Double Check Valve Assembly
•
adw
environments life
architecture planning interiors
2815 coliseum centre drive, suite 500
charlotte, north Carolina 28217
t] 704 379 1919
f] 704 379 1920
www.adwarchitects.com
EDIFICE
GENERAL CONTRACTORS
CONTACT: DAVID SALEEBY
349 NORTH CENTER ST.
STATESVILLE NC 28677
704-878-3035
benesch
Alfred Benesch & Company
2320 West Morehead Street
Charlotte, NC 28208
www.benesch.com
P 704.521.9880
Corp. NC License: F-1320
Project #17.000142
New Facility For
IREDELL
COUNTY
PUBLIC
SAFETY
CENTER
404 Bristol Drive
Statesville, NC
SITE PLAN REVIEW
CONSTRUCTION DOCUMENTS
SITE CONSTRUCTION
DETAILS
DATE 5,22,2017
PROJECT NO 16029
REVISIONS
NO DATE DESCRIPTION:
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW
ARCHITECTS, PA.
Qo6®eg��.�ae� � rsv®ns®,s
o ,
° 5471 '
®a
,
4°`ttyv'4SS.6' j^�,,,�'S 3 i�%?J� l •'� �a''e ,0
SEAL
?
SHEET NUMBER