500 Towne Center Cir - 96-001727 (1996) (JUST FOR FEET) (FIRE) (A)E ` 6Do
I`�c,�n2 C �-� �r C r rcl�
ZONE DATE
CONTRACTOR 8f-c(�helof +
ADDRESS 0/60^- `A )fldel'I('('
G< < Gill t 1
PHONE # C0(00 - �QCt ()
LOCATION ) r6 I-, On
OWNER
ADDRESS I53 ai2h c. 1,A
PHONE # 05) L ?OOD
PLUMBING CONTRACTOR
ADDRESS
PHONE #
ELECTRICAL CONTRACTOR
ADDRESS
PHONE #
MECHANICAL CONTRACTOR
ADDRESS
PHONE #
MISCELLANEOUS CONTRACTOR
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS () _
FINISHED FLOOR
ELEVATION REQUIREMENTS
ARCHrrECTURAL APPROVAL
11'
0
ll p-cv &1- u%uy /V / A
JA -7
SUBDIVISION:
PERMIT # l t U - Ma
JOB AIP.(,J &n/y)
COST $
FEE $
STATE NO -191
FEE $
FEE $
FEE $
LOT NO.
BLOCK:
SECTION:
SQUARE FEET: 1
MODEL:
OCCUPANCY CLASS:
INSPECTIONS
[-TYPE DATE OK REJECT BY
FEE $ ENERGY SECT. EPI:
ASS -
CERTIFICATE OF OCCUPANCY
DATE: ISSUED # _ DATE:
FINAL DATE �l .
a
fi
f
\
N IN
1,
p
EXISTING ST.ORMWATER PONE
r
f
7—#4 CONT. IN FOOTING
li
—0" 8" S-40
r
l .
B. THE TEMPORARY JUMPER CONNECTION SHALL BE CONSTRUCTED AS DETAILED.
5. EXCEPT AS REQUIRED iO FLUSH LINES GREATER THAN if IN DIAMETER, THE
EACH SUCH PARKING SPACE SHALL BE .CONSPICUOUSLY
y.
1%. A MPRO)RARY JUMPER CONNECTION iS REQUIRED AT ALL CONNECTIONS BETWEEN
THE JUMPER CONNECTION SHALL BE USED TO FILL THE NEW 'NATER MAIN AND
.L
.' ETAI FOR HANDICAP
SEED
OPTIONAL DESIGN, REDUCE
EXISTING IACTNE.WATER MAINS AND PROPOSED NEW WAFER MAIN IMPROVEMEMS.
E .
PARKING SIGNAGE{
WALL HEIGHT BY 2' AND INSTALL
ACCESSIBlLtTY,
SPECIFICATIONS
42" HIGH HAND RAIL OR FENCE.
CLOSED UNTIL THE NEW SYSTEM HAS BEEN CLEARED FOR USE BY FDEP MI0 ALL
PERMIT ONLY." OR BEARING BOTH SUCH SYMBOL AND CAPTION.
RETAINING WALL DETAIL
_
OTHER PERTINENT AGENCIES
SUCH SIGNS SHALL NOT BE OBSCURED BY•. A VEHICLE
5'-0"
x
,
PARKED IN THE SPACE. ,ALL HANDICAPPED', PARKING •SPACES MUST BE,,"'
, r
SIGNED AND MARKED IN .ACCORDANCE WITH THE STANDARDS ADOPTED
UP TO g DIAMETER (2.5 FPS MINIMUM VELOCITY), AND FOR PULLING
•
st
n
,
„
SEE DETAIL . FQR
BACTERIOLOGICAL SAMPLES FROM ANY NEW WATER; MAIN Of ANY SIZE
ALL DOWNSTREAM VALVES IN THE NEW SYSTEM MUST BE OPEN PRIOR 10
a
o
_ 'SYMBOL
PI SAP,
1.
_
p
TO CENTER BETWEEN BLUE. AND WHITE STRIPES.
SPECIFIICATiONS
TEST COCK (TYP.)
CITY REGIATIONS
7. ALL INSTALLATION AND MAINTENANCE OF THE TEMPORARY JUMPER CONNECTION AND
FILLING, FLUSHING, TESTING AND DISINFECTION HAS BEEN SUCCESSFULLY
THREADED
GATE VALVE
HANDICAP PARKING • STRIPING "
PRESSURE IN THE EXISTING MAIN MUST NOT DROP BELOW 35 PSI.
�TYP. �
NIPPLE ( )
4 ® 16" ox. HORZ.
t
;
51 .
'. :,
#5 0 16" ox. VERT.
k
2„(TfP)-
_ :,,
HANDICAPPED. PARKING
3„ 0JU0EP
ALES
BACKFILL WRAPPED
TO
�
IN ER FABRIC
r
Ci651,E1 992D EDITION. TAPPINGSLEEVE AND THE EXTERIOR OFMTHE MAIN
a (TiYta}
QED BY SPRAYING OR BIND
TO BE tAIPPED SHALL BE DISIPIFEC PRA NC SWAB PER
D - G OF THE NEW MAIN.
THE TIE-IN VALVE SHALL BE OPENED ONLY FOR FLUSHING
SECTION 111 OF AWWA C 65T .
DIRECTED BY THE CITY AND
EBYRIHE(ENGINEER.
k`
J
F GRADE ,EL 79.0±
2-4” LAD #5 16" o.c.
m
"'
F
•
THE FOLLTOWING PROCEDURES SHALL UE FOLLOWED:
CLOSED POSITION BY THE CITY.
C
:.
A. THE TIE-IN SHALL BE OPERATED AND PRESSURE TESTED IN THE4
DIE CONTRACTOR S(IALL PROVIDE DOCUMENTATION DEMONSTRATING THAT -THE DOUBLE
.VALVES
r
H MI ENGINEER f0 VERIFY WATER.
PR ICE 0 THE CITY'AND NG NEER ER FY
E
7—#4 CONT. IN FOOTING
li
—0" 8" S-40
I
PRECAST TEE
MANHOLE
WALL
INFLUENT SEWER
(SEE NOTE 3)
° CONCRETE ENCASEMENT
°6» OF VERTICAL PIPE
V
DROP PIPE
b •
INLET CONNECTION (SEE NOTE 1)
AS REQUIRED 900 BEND
b
y _ 2"
° V °
PRECAST
STANDARD DROP DETAIL MANHOLE
WALL
TRANSITE COLLAR ENCASED
IN NON -SHRINK GROUT
FLUSH WITH MANHOLE 'NALL PVC OR DIP
(SEE NOTE 2)
d V
d V
d
4 °
PRECAST d °
MANHOLE
`NALL SPECIAL DETAIL FOR 24' DIAMETER
PIPE AND LARGER
STAINLESS STEEL Ij PVC OR C
BAND DIP
d
STAINLESS STEEL
° d PIPE CLAMP
RESILIENT
d CONNECTOR
STANDARD PRECAST MANHOLE
PIPE CONNECTION
NOTES:
1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SiZE AND MATERIAL AS
THE INFLUENT SEWER.
2. THE COUNTY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS
FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER.
3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT
WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT.
MANHOLE CONNECTION DETAIL'S
WATER DISTRIBUTION SYSTEM _NOTES:
1. ALL P.V.C. WATER MAINS SHALL BE IN ACCORDANCE WITH AWWA STD. C900,
MIN. WORKING PRESSURE OF 150 P.S.I. AND A DIMENSION RATIO (DR) OF 18.
2. ALL DUCTILE IRON WATER MAINS oSHALL BE IN ACCORDANCE WITH ANSI/AWWA
A21.51 /C151 CLASS 50 PIPE.
3. HYDROSTATIC AND LEAKAGE TESTING SHALL BE PERFORMED OiN ALL NEWLY
INSTALLED WATER MAINS AND APPURTENANCES. THE TEST SHALL BE IN ACCORDANCE
WITH AWWA C600 OR M23 AS APPLICABLE.
4. THE WATER SYSTEM SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA C651.
5. ALL P.V.C. PIPE MUST BEAR THE NSF LOGO FOR POTABLE WATER USE.
6. WHERE POTABLE WATER AND SANITARY SEWER MAWS CROSS WITH LESS THAN
EIGHTEEN (18) INCHES OF VERTICLE CLEARANCE, THE SEWER MAIN SHALL BE
TWENTY (20) FEET OF DUCTILE IRON PIPE CENTERED AT THE POINT OF CROSSING,
A MINIMUM HORIZONTAL SEPARATION OF TEN (10) FEET, EDGE TO EDGE, BETWEEN
POTABLE .WATER MAINS AND SEWER MAINS SHALL BE MAINTAINED WHEN PRACTICAL.
WHEN THE APPROPRIATE HORIZONTAL SEPARATION CANNOT BE MAINTAINED, THE
SEWER MAIN SHALL BE DUCTILE IRON PIPE.
7. WHERE POTABLE WATER AND STORM SEWER MAINS CROSS OR RUN ALONGSIDE
ONE ANOTHER WITHOUT MEETING ABOVE CRITERIA, THE WATER MAIN SHALL BE
DUCTILE IRON PIPE.
8. ANY CONNECTION TO, OR TAPPING OF, THE PROPOSED WATER MAIN
IS PROHIBITED WITHOUT F.D.E.P. CONSENT AND PERMITTING.
9. THE WATER MAINS SHALL NOT PASS THROUGH OR COME 1N CONTACT
WITH ANY STORM OR SANITARY MANHOLE OR STRUCTURE.
10. FIREMAiN MATERIAL 'SHALL BE P.V,C. 200 R.S.I. RATING, WITH 350 P.S.I. DUCTILE
IRON FITTINGS. ALL BENDS SHALL HAVE THRUST BLOCKS WITH RODS.
11. THE CONTRACTOR SHALL USE APPROPRIATE BENDS AND FITTINGS FOR INSTALLATION
OF ALL WATER MAINS PER CITY OF SANFORD. PIPE & JOINTS DEFLECTION SHALL NOT EXCEED
MANUFACTURER'S RECOMMENDATIONS. ,
12. WATERMAIN COVER SHALL BE MINIMUM 3' PER O.C. SPEC. 51.4.4
13. WATERMAIN SHALL BE DUCTILE IRON PIPE WHERE 36" COVER CANNOT BE MAINTAINED.
MINIMUM 24" COVER AND MINIMUM 6" SEPERATION BETWEEN THE PIPES SHALL BE MAINTAINED.
,i'
ieIIIIIIIIIIIIIIIII
r
NOTES:
B. THE TEMPORARY JUMPER CONNECTION SHALL BE CONSTRUCTED AS DETAILED.
5. EXCEPT AS REQUIRED iO FLUSH LINES GREATER THAN if IN DIAMETER, THE
EACH SUCH PARKING SPACE SHALL BE .CONSPICUOUSLY
NOTE:
1%. A MPRO)RARY JUMPER CONNECTION iS REQUIRED AT ALL CONNECTIONS BETWEEN
THE JUMPER CONNECTION SHALL BE USED TO FILL THE NEW 'NATER MAIN AND
`.
OUTLINED IN BLUE PAINT, AND SHALL BE POSTED .AND MAIiNTAINED' -
OPTIONAL DESIGN, REDUCE
EXISTING IACTNE.WATER MAINS AND PROPOSED NEW WAFER MAIN IMPROVEMEMS.
E .
WITH A PERMANENT, ABOVE. GRADE' SIGN "BEARING''; THE` INTERNATIONAL
WALL HEIGHT BY 2' AND INSTALL
ACCESSIBlLtTY,
SYMBOL OF OR THE CAPTiON' "PARKING. BY DISABLED
42" HIGH HAND RAIL OR FENCE.
CLOSED UNTIL THE NEW SYSTEM HAS BEEN CLEARED FOR USE BY FDEP MI0 ALL
PERMIT ONLY." OR BEARING BOTH SUCH SYMBOL AND CAPTION.
RETAINING WALL DETAIL
2 . THIS. IS TO BE USED FOR FILLING ANY NEN WATER MAIN OF Mf(
OTHER PERTINENT AGENCIES
SUCH SIGNS SHALL NOT BE OBSCURED BY•. A VEHICLE
'
PARKED IN THE SPACE. ,ALL HANDICAPPED', PARKING •SPACES MUST BE,,"'
SIGNED AND MARKED IN .ACCORDANCE WITH THE STANDARDS ADOPTED
UP TO g DIAMETER (2.5 FPS MINIMUM VELOCITY), AND FOR PULLING
SNE EXISTING 'NATER MAINS,
6. UPON RECEIPT OF CLEARANCE FOR USE FROM FDEP AND ALL OTHER PERTINENT
BY THE DEPARTMENT OF TRAN,SPORTATiON,
BACTERIOLOGICAL SAMPLES FROM ANY NEW WATER; MAIN Of ANY SIZE
ALL DOWNSTREAM VALVES IN THE NEW SYSTEM MUST BE OPEN PRIOR 10
AGENCIES, THE CO1N(RACTOR SHALL REMOVE THE TEMPORARY JUMPER CONNECTION.
THE CORPORATION STOPS ARE TO BE CLOSED APIO PLUGGED WiTH T BRASS PLUGS.
2. FL DOT RECOMMENDS MEASURING PARKWIDTH WIDTH FROM CENTER
GATE VALVE
BACKFLOW PREWENTER
IN ACCORDANCE WITH
OPENING THE TIE-IN VALVE.
TO CENTER BETWEEN BLUE. AND WHITE STRIPES.
TEST COCK (TYP.)
CITY REGIATIONS
7. ALL INSTALLATION AND MAINTENANCE OF THE TEMPORARY JUMPER CONNECTION AND
FILLING, FLUSHING, TESTING AND DISINFECTION HAS BEEN SUCCESSFULLY
THREADED
GATE VALVE
HANDICAP PARKING • STRIPING "
PRESSURE IN THE EXISTING MAIN MUST NOT DROP BELOW 35 PSI.
�TYP. �
NIPPLE ( )
-
+ -� R
TYPICAL PAVEMENT SYMBOL F� -
OF ENVITRONMENTAL PROTECTION (FDEP) AND OTHER PERTIPIENT AGENCIES
T N RESTRAINTS
HAS BEE:N:REC>IVED. ADEQUATE THRUST BLOCKING AND/OR E
;
'. :,
UNION (2 REQ'D).)
PR ACRO THE i WAYS. GR SI
PRESSURE OROP SS VALVE S AL EATER THAN 10 PSI.
FOR MULTIPLE SPACES
_ :,,
HANDICAPPED. PARKING
ig' DIAMETER BY 6'
OR t Er x 18" x 6 -�
t- -1�2
90 BEND
( REQ'D )
I
PRECAST TEE
MANHOLE
WALL
INFLUENT SEWER
(SEE NOTE 3)
° CONCRETE ENCASEMENT
°6» OF VERTICAL PIPE
V
DROP PIPE
b •
INLET CONNECTION (SEE NOTE 1)
AS REQUIRED 900 BEND
b
y _ 2"
° V °
PRECAST
STANDARD DROP DETAIL MANHOLE
WALL
TRANSITE COLLAR ENCASED
IN NON -SHRINK GROUT
FLUSH WITH MANHOLE 'NALL PVC OR DIP
(SEE NOTE 2)
d V
d V
d
4 °
PRECAST d °
MANHOLE
`NALL SPECIAL DETAIL FOR 24' DIAMETER
PIPE AND LARGER
STAINLESS STEEL Ij PVC OR C
BAND DIP
d
STAINLESS STEEL
° d PIPE CLAMP
RESILIENT
d CONNECTOR
STANDARD PRECAST MANHOLE
PIPE CONNECTION
NOTES:
1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SiZE AND MATERIAL AS
THE INFLUENT SEWER.
2. THE COUNTY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS
FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER.
3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT
WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT.
MANHOLE CONNECTION DETAIL'S
WATER DISTRIBUTION SYSTEM _NOTES:
1. ALL P.V.C. WATER MAINS SHALL BE IN ACCORDANCE WITH AWWA STD. C900,
MIN. WORKING PRESSURE OF 150 P.S.I. AND A DIMENSION RATIO (DR) OF 18.
2. ALL DUCTILE IRON WATER MAINS oSHALL BE IN ACCORDANCE WITH ANSI/AWWA
A21.51 /C151 CLASS 50 PIPE.
3. HYDROSTATIC AND LEAKAGE TESTING SHALL BE PERFORMED OiN ALL NEWLY
INSTALLED WATER MAINS AND APPURTENANCES. THE TEST SHALL BE IN ACCORDANCE
WITH AWWA C600 OR M23 AS APPLICABLE.
4. THE WATER SYSTEM SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA C651.
5. ALL P.V.C. PIPE MUST BEAR THE NSF LOGO FOR POTABLE WATER USE.
6. WHERE POTABLE WATER AND SANITARY SEWER MAWS CROSS WITH LESS THAN
EIGHTEEN (18) INCHES OF VERTICLE CLEARANCE, THE SEWER MAIN SHALL BE
TWENTY (20) FEET OF DUCTILE IRON PIPE CENTERED AT THE POINT OF CROSSING,
A MINIMUM HORIZONTAL SEPARATION OF TEN (10) FEET, EDGE TO EDGE, BETWEEN
POTABLE .WATER MAINS AND SEWER MAINS SHALL BE MAINTAINED WHEN PRACTICAL.
WHEN THE APPROPRIATE HORIZONTAL SEPARATION CANNOT BE MAINTAINED, THE
SEWER MAIN SHALL BE DUCTILE IRON PIPE.
7. WHERE POTABLE WATER AND STORM SEWER MAINS CROSS OR RUN ALONGSIDE
ONE ANOTHER WITHOUT MEETING ABOVE CRITERIA, THE WATER MAIN SHALL BE
DUCTILE IRON PIPE.
8. ANY CONNECTION TO, OR TAPPING OF, THE PROPOSED WATER MAIN
IS PROHIBITED WITHOUT F.D.E.P. CONSENT AND PERMITTING.
9. THE WATER MAINS SHALL NOT PASS THROUGH OR COME 1N CONTACT
WITH ANY STORM OR SANITARY MANHOLE OR STRUCTURE.
10. FIREMAiN MATERIAL 'SHALL BE P.V,C. 200 R.S.I. RATING, WITH 350 P.S.I. DUCTILE
IRON FITTINGS. ALL BENDS SHALL HAVE THRUST BLOCKS WITH RODS.
11. THE CONTRACTOR SHALL USE APPROPRIATE BENDS AND FITTINGS FOR INSTALLATION
OF ALL WATER MAINS PER CITY OF SANFORD. PIPE & JOINTS DEFLECTION SHALL NOT EXCEED
MANUFACTURER'S RECOMMENDATIONS. ,
12. WATERMAIN COVER SHALL BE MINIMUM 3' PER O.C. SPEC. 51.4.4
13. WATERMAIN SHALL BE DUCTILE IRON PIPE WHERE 36" COVER CANNOT BE MAINTAINED.
MINIMUM 24" COVER AND MINIMUM 6" SEPERATION BETWEEN THE PIPES SHALL BE MAINTAINED.
,i'
ieIIIIIIIIIIIIIIIII
r
NOTES:
B. THE TEMPORARY JUMPER CONNECTION SHALL BE CONSTRUCTED AS DETAILED.
5. EXCEPT AS REQUIRED iO FLUSH LINES GREATER THAN if IN DIAMETER, THE
1%. A MPRO)RARY JUMPER CONNECTION iS REQUIRED AT ALL CONNECTIONS BETWEEN
THE JUMPER CONNECTION SHALL BE USED TO FILL THE NEW 'NATER MAIN AND
TIE-IN VALVE SHAILL REMAIN CLOSED AND, SHALL BE LOCKED IN THE CLOSED
EXISTING IACTNE.WATER MAINS AND PROPOSED NEW WAFER MAIN IMPROVEMEMS.
FOR PROVIDING WATER FOR BACTERiQLOGICAI SAMPLING OF THE NEW MAIN
POSITION BY THE TATTY. THE ilE-1N VALVE SWILL REMAIN LOCKED
AS REQUIRED BY THE FDEP PERMIT.
CLOSED UNTIL THE NEW SYSTEM HAS BEEN CLEARED FOR USE BY FDEP MI0 ALL
'
2 . THIS. IS TO BE USED FOR FILLING ANY NEN WATER MAIN OF Mf(
OTHER PERTINENT AGENCIES
SI FR hu EX ISfING ACTIVE WATER MAINS AND FOR FLUSHING OF NEW MAINS
ZE 0
FLUSHING SHALL NOT BE ATTEMPTED DURING PEAK DEMAND HOURS OF
UP TO g DIAMETER (2.5 FPS MINIMUM VELOCITY), AND FOR PULLING
SNE EXISTING 'NATER MAINS,
6. UPON RECEIPT OF CLEARANCE FOR USE FROM FDEP AND ALL OTHER PERTINENT
4#-0"
BACTERIOLOGICAL SAMPLES FROM ANY NEW WATER; MAIN Of ANY SIZE
ALL DOWNSTREAM VALVES IN THE NEW SYSTEM MUST BE OPEN PRIOR 10
AGENCIES, THE CO1N(RACTOR SHALL REMOVE THE TEMPORARY JUMPER CONNECTION.
THE CORPORATION STOPS ARE TO BE CLOSED APIO PLUGGED WiTH T BRASS PLUGS.
THE JUMP?ER CONNECTION SHALL BE hWNTAINED SO THAT THE NE'N MAIN
OPENING THE TIE-IN VALVE.
WILL REWAIN UNDER PRESSURE NOT LESS THEN 20 PSI UNTIL AFTER
7. ALL INSTALLATION AND MAINTENANCE OF THE TEMPORARY JUMPER CONNECTION AND
FILLING, FLUSHING, TESTING AND DISINFECTION HAS BEEN SUCCESSFULLY
PROVIDE FOR AND MONITOR THE PRESSURE Ai DIE TIE-IN POINT. THE
ASSOCIATED BACKFLOW PREVENTION DEVICE FITTINGS, VALVE, ETC., SHALL BE
COMPLETiED AND CLEARANCE FOR USE FROM THE FLORIDA DEPARTMENT
PRESSURE IN THE EXISTING MAIN MUST NOT DROP BELOW 35 PSI.
THE RESPONSIBILM Of THE CONTRACTOR.
-
+ -� R
TYPICAL PAVEMENT SYMBOL F� -
OF ENVITRONMENTAL PROTECTION (FDEP) AND OTHER PERTIPIENT AGENCIES
T N RESTRAINTS
HAS BEE:N:REC>IVED. ADEQUATE THRUST BLOCKING AND/OR E
TIE-IN VALVE SHALL BE OPENED A FE)V TURNS ONLY ENSURING A
'. :,
SFIAL! HIE PROVIDED TEMPORARILY, AS REQUIRED. PIPE AND FITTINGS
PR ACRO THE i WAYS. GR SI
PRESSURE OROP SS VALVE S AL EATER THAN 10 PSI.
_ :,,
HANDICAPPED. PARKING
USED FO)R CONNECTING THE • NEW PIPE TO THE EXISTING PIPE SHALL BE
TO
C. YE SHALL BE LOCKED CLOSED B'! THE CITY UNTIL
Ci651,E1 992D EDITION. TAPPINGSLEEVE AND THE EXTERIOR OFMTHE MAIN
FLUSHING BEGINS.
QED BY SPRAYING OR BIND
TO BE tAIPPED SHALL BE DISIPIFEC PRA NC SWAB PER
D - G OF THE NEW MAIN.
THE TIE-IN VALVE SHALL BE OPENED ONLY FOR FLUSHING
SECTION 111 OF AWWA C 65T .
DIRECTED BY THE CITY AND
EBYRIHE(ENGINEER.
I..
�
3 Y BE DO NE
FLUSHING OF 10°'DVilAETER AND LARGER WATER MAY THROUGH
OBSERVED
,.
THE TIE-IIN VALVE UNDER VERY CONTROLLED CONDITIONS.
E, - VE SHALL BE D AND LOCKED I
AFTER FLUSHING, THE TIE IPI VALVE CLOSE N THE
•
THE FOLLTOWING PROCEDURES SHALL UE FOLLOWED:
CLOSED POSITION BY THE CITY.
:.
A. THE TIE-IN SHALL BE OPERATED AND PRESSURE TESTED IN THE4
DIE CONTRACTOR S(IALL PROVIDE DOCUMENTATION DEMONSTRATING THAT -THE DOUBLE
.VALVES
r
H MI ENGINEER f0 VERIFY WATER.
PR ICE 0 THE CITY'AND NG NEER ER FY
E
, A IN WORKING
I t BEER TESTED IS GOOD r/0
CHECK BACKFLOW PRFtEFT10N DEVICE HAS B AND
EC BAC OYt EV
TIG MNES;S PRIOR TO THE TIE-IN. VALVES WHICH ARE NOT WATERTIGHT.
ORDER AT THE TIME OF INSTALLATION.
=,
SHALL.'BLE REPLACED OR N VALVE ADJAC T(
-- .._.__._ ....._ A NEW INSTALLED IMMEDUITELY E f
I
PRECAST TEE
MANHOLE
WALL
INFLUENT SEWER
(SEE NOTE 3)
° CONCRETE ENCASEMENT
°6» OF VERTICAL PIPE
V
DROP PIPE
b •
INLET CONNECTION (SEE NOTE 1)
AS REQUIRED 900 BEND
b
y _ 2"
° V °
PRECAST
STANDARD DROP DETAIL MANHOLE
WALL
TRANSITE COLLAR ENCASED
IN NON -SHRINK GROUT
FLUSH WITH MANHOLE 'NALL PVC OR DIP
(SEE NOTE 2)
d V
d V
d
4 °
PRECAST d °
MANHOLE
`NALL SPECIAL DETAIL FOR 24' DIAMETER
PIPE AND LARGER
STAINLESS STEEL Ij PVC OR C
BAND DIP
d
STAINLESS STEEL
° d PIPE CLAMP
RESILIENT
d CONNECTOR
STANDARD PRECAST MANHOLE
PIPE CONNECTION
NOTES:
1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SiZE AND MATERIAL AS
THE INFLUENT SEWER.
2. THE COUNTY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS
FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER.
3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT
WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT.
MANHOLE CONNECTION DETAIL'S
WATER DISTRIBUTION SYSTEM _NOTES:
1. ALL P.V.C. WATER MAINS SHALL BE IN ACCORDANCE WITH AWWA STD. C900,
MIN. WORKING PRESSURE OF 150 P.S.I. AND A DIMENSION RATIO (DR) OF 18.
2. ALL DUCTILE IRON WATER MAINS oSHALL BE IN ACCORDANCE WITH ANSI/AWWA
A21.51 /C151 CLASS 50 PIPE.
3. HYDROSTATIC AND LEAKAGE TESTING SHALL BE PERFORMED OiN ALL NEWLY
INSTALLED WATER MAINS AND APPURTENANCES. THE TEST SHALL BE IN ACCORDANCE
WITH AWWA C600 OR M23 AS APPLICABLE.
4. THE WATER SYSTEM SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA C651.
5. ALL P.V.C. PIPE MUST BEAR THE NSF LOGO FOR POTABLE WATER USE.
6. WHERE POTABLE WATER AND SANITARY SEWER MAWS CROSS WITH LESS THAN
EIGHTEEN (18) INCHES OF VERTICLE CLEARANCE, THE SEWER MAIN SHALL BE
TWENTY (20) FEET OF DUCTILE IRON PIPE CENTERED AT THE POINT OF CROSSING,
A MINIMUM HORIZONTAL SEPARATION OF TEN (10) FEET, EDGE TO EDGE, BETWEEN
POTABLE .WATER MAINS AND SEWER MAINS SHALL BE MAINTAINED WHEN PRACTICAL.
WHEN THE APPROPRIATE HORIZONTAL SEPARATION CANNOT BE MAINTAINED, THE
SEWER MAIN SHALL BE DUCTILE IRON PIPE.
7. WHERE POTABLE WATER AND STORM SEWER MAINS CROSS OR RUN ALONGSIDE
ONE ANOTHER WITHOUT MEETING ABOVE CRITERIA, THE WATER MAIN SHALL BE
DUCTILE IRON PIPE.
8. ANY CONNECTION TO, OR TAPPING OF, THE PROPOSED WATER MAIN
IS PROHIBITED WITHOUT F.D.E.P. CONSENT AND PERMITTING.
9. THE WATER MAINS SHALL NOT PASS THROUGH OR COME 1N CONTACT
WITH ANY STORM OR SANITARY MANHOLE OR STRUCTURE.
10. FIREMAiN MATERIAL 'SHALL BE P.V,C. 200 R.S.I. RATING, WITH 350 P.S.I. DUCTILE
IRON FITTINGS. ALL BENDS SHALL HAVE THRUST BLOCKS WITH RODS.
11. THE CONTRACTOR SHALL USE APPROPRIATE BENDS AND FITTINGS FOR INSTALLATION
OF ALL WATER MAINS PER CITY OF SANFORD. PIPE & JOINTS DEFLECTION SHALL NOT EXCEED
MANUFACTURER'S RECOMMENDATIONS. ,
12. WATERMAIN COVER SHALL BE MINIMUM 3' PER O.C. SPEC. 51.4.4
13. WATERMAIN SHALL BE DUCTILE IRON PIPE WHERE 36" COVER CANNOT BE MAINTAINED.
MINIMUM 24" COVER AND MINIMUM 6" SEPERATION BETWEEN THE PIPES SHALL BE MAINTAINED.
,i'
ieIIIIIIIIIIIIIIIII
It
AREA FOR CROWN TRENCH IN
•
UNDISTURBED - PLUG
AREA FOR UNIMPROVED TRENCH _WIDTH VARIES .
.
SOIL (TYP) TSE k 3 MIN.) (SEE TYPE B W/ SIZE OF PIPE
-BEDDING AND TRENCHING
TRENCH WIDTH )VARIES
DETAIL FOR OTHER
CROWN TRENCH IN
RESTORATION.) -- - W/ SIZE 0 PIPE �/"_
V f D GRADE
WOOD - - �`'�..�NISHE UNIMPROVED AREAS
° 3,
BLOCKING
���. SEE NOTE 8
EDGE OF . ; - - {T'YP.) /�! �. !\/!!�// FINISHED GRADE
TRENCH ( ,•��//!\ �.!!� �/
AREA FOR /7/�7/ SET TOP OF /ACNE BOX
r PLUG!//�'% TO FINISHED GRADE
fuj
- ~!� _, CONCRETE COLLAR
CROSS WZPLUG CROSS W/
/!� \// x m o /�!!\ ! //!� -� I UNPAVED AREAS
�- N FINISHED GRADE --� SEE DETAILS)
TWO PLUGS TEE TEE W
_WOOD FORM BOARDS BEHIND . i,�/��///� cry // /! >--
SEE NOTE 4- / w v> \/� /�: m CD
AREA FOR -- AREA FOR /j \ //
BELL SHALL NOT INTERFERE • ~ \ ` _°
45° BEND TEE COMMON FILL-
WITH JOINT (TYP.)---- ---.\ p PIPE' O.D., �, SLE NOTE 4-N
4 ,, t `
CONCRETE THRUST COMMON FILL//
BLOCK (TYP.) 2 v / ,� C >/ ,PIPE-O:D..
' .� . ,,�/\ ADJUSTABLE CAST IRON
- 12' (TYP.) �!`,/ �``!` SELECT �//� �'!� /> VALVE BOX
AREA FOR _!`;' //�%� N SEE NOTE 2
° .4.. �1
:
. •• \ �
PLUG �f�� !.�! COMMON o �,
° -
.. .FILL (TYP.) �! � � /� .
EDGE OF
SELECT COMMON /�� m o ,� ,\ / SELECT a w BOX SHALL REST ON
FILL 00p0 0000 BEDDING ROCK NOT
(TYP.) %! �/, 0 00� o 00 00 w f�f/� t1l
COMMON a o RESILIENT SEAT ON VALVE OR PIPE
TEE W� o O o o O O /�/ FILL m M. J. GATE VALVE AND SHALL DE
BEDDING ROCK 0 00 0� 00 00 0 / '�! \
O O o/ UNDISTURBED /\
00 00 0 /, ...! �, �, �- C�0 v� CENTERED ON
WYE END PLUG PIPE BEDDING �/ .< opcop p opopop !/.� RH . WATER opo
' SEE NOTE 8 & 9 �� �. \ /
rSEET NOTE 3) j�// MAIN 0000 o OPERATING NUT
( )il/��` UNDISTURBED EARTH >//!\ i �� oDo�oo
OFFSET (AS REQ. D} BENDS ,
`, ! �.\./`� //�;/ 000000
EDGE OF CROSSCUT NOTES: /':���/ lli/� /,i?�!/:����f /, �0 0o
�0�%- 00 00 00
UNDISTURBED1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95� OF THE � NOTES: � _o 0 000
SOIL (TYP.) MAXIMUM DENSITY AS PER AASHTO T-180. 1. PIPE BEDDING: SELECT COMMON FlILL COMPACTED TO 95� OF THE p o20 o
�C>o Oo O�OO
2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. �O?o900001, o°boa o 00 °00000 O
�00 00 00 000 C
TRENCH WIDTH MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95 OF THE �o opopapopopopapo opopopopapo�
3. USE OF TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED MAXIMUM DENSITY AS PER AASHTO! T-180. ��?o0 00 00 00 00 00 00„0 oQ�oo 00„00 00 0
° w NOTES: BY THE COUNTY. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN
THRUST -�- - _ 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST 4. (*): 15 MAX. FOR PIPE DIAMETER LESS THAN 24', AND 24 MAX, ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE 6 BEDDING ROCK
UNDISTURBED MATERIAL, WHERE TRENCH WALL HAS BEEN FOR PIPE DIAMETER 24' AND LARGER. REQUIRED AS DIRECTED BY THE COUNTY.
THRUSTBLOCK DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND 5. WATER SHALL NOT BE PIERMITTED IN THE 'TRENCH DURING CONSTRUCTION. 4. (}: 15" MAX. FOR PIPE DIAMETER' LESS THAN 24", AND 24 MAX.
FITTING
18"AREA (SQ. FT,) 10 UNDISTURBED MATERIAL. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE FOR PIPE DIAMETER 24 AND LARGER.
MIN, 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS, DIRECTION OF THE FLOW'. 5. WATER SHALL NOT BE PERMITTED IIN THE TRENCH DURING CONSTRUCTION, 10
Tt°R,UST tBLOCK JOINTS SHALL NOT BE COVERED BY THRUST BLOCKS. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE
FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM IN EXCAVATIONS. DIRECTION OF THE FLOW.
TYPICAL SECTION NOTES:
(8 MIL.) PRIOR TO PLACING CONCRETE 'THRUST BLOCK. 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING
1 PVr cXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION
SCHEDULE FOR THRUST BLOCK AREAS
PIPE
SIZE
(INCHES).
9O45
BEND
($Q FO
BEND
(SQ FT)
22-1/2
BEND
(SQ FT)
11-1/4
BEND
(SQ FT)
TEE &
PLUG
(SQ FT)
DESIGN
pro
�pSl)
4
2
1
1
1
1.5
150
S
3
1.5
1
1
2
150
8
5
2.5
1.5
1
4
150
iQ'
9
5
3
2
8
150
4
3/4
2
6. ALL WOOD BLOCKING SHALL BE PRESSURE .-TREATED
WITH PRESERVATIVE.
24" x 24"
x Cl
THICK CONC. PAD
TYP. EACH VALVE BOX.
ROTE .
MIST MM AREAS 10 BE OUMPVU Oil BASIS (N 2000
Lft PER 5a >T. 5% REStWT L,5%wm
s' TO BE COMPLETED W ENGWEER.
3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF
PIPE
COUNTY. BEDDING UL 11H SHALL BE 4 MINIMUM FOR PIPE DIAMETER LESS
IN EXCAVATIONS.
• _
2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO
THRUST BLOCKS, AS REQUIRED.
B
THAN 15», AND 6" MINIMUM FOR PIPE DIAMETER 16» AND LARGER.
8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WIT
4. THRUST BLOCKS SHALL QBE. USED (N COMBINATION, AS
4
9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF
ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE
COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE.
REQUIRED, TO SUITE THE SPECIFIC; FITTING ARRANGEMENT.
3/4
BEDDING ROCK BELOW r'HE PIPE. COUNTY SHALL DETERMINE IN THE
RESTORATION WITHIN CITY OF SANFORD RIGHT-OF-WAY SHALL COMPLY WITH
2
5. ALTERNATE DESIGNED RESTRAINING. SYSTEMS -SHALL BE
0.5,
FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH
REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD
2
PROVIDED WHERE STANDARD THRUST BLOCKING IS NOT
2.5
SUITABLE FOUNDATION.
CONSTRUCTION SPECIFICATIONS.
4
SUITABLE AND/QR solL RESISTANCE BEARING is LESS
2
TYPE A BEDDING AND TRENCHING DETAIL
TYPE B BEDDING AND TRENCHING DETAIL
GATE VALVE AND BOX DETAIL
THAN 1500 PSF.
4
3/4
2
6. ALL WOOD BLOCKING SHALL BE PRESSURE .-TREATED
WITH PRESERVATIVE.
24" x 24"
x Cl
THICK CONC. PAD
TYP. EACH VALVE BOX.
HYDRANT
OPERATING
WATER MAIN,
NUf
THRUST BLOCK DETAIL
3" DIA. BRONZE DISC
ANCHORED IN CONC. PAD 4 BARS ALL DIA. BRONZE
TAMP AS R TDROUND 3
HOSE NOZZLE AS REQ'D.
SEE NOTE 1� DISC ANCHORED IN METALLIC LOCATING WIRE 24" SQUARE QQR
CONC. PAD STAMP ROUND AND 5' THICK PUMPER NOZZLE
SIZE OF VALVE AS REQ'D., FINISHED GRADE
���\ _ - REINFORCED CONCRETE
SHSTREET
s TYPE OF VALVE 16 °�\ !�/% ,��: NOEtAER2PAD. SEE
TRENCH VALVE COLLAR
LIMITS �/!/�. / / /� 2 - #4 AT 9" (SEE DETAIL)
SERVICE NATER ° !!�, ,✓! z
:� O.C. /ALL
y� ! DIRECTION & NO. r1 ° CAA 1 MAX. _
OF TURNS TO 4 v °°. �� AROUND,
. � OPEN �
4BARS ALL AROUND �
„ VALVE X ° ( WATER
MIN. 2 CLEARANCE ALE BO ° \� PVC WATER MAIN
AND COVER
° ° ° �. COMPACTED f
� illy
AROUND PIPE,) (TYP.) A���? \ �` OR FORCE MAIN BACKFILL M J HYDRANT
. w ANCHORING TEE
6 MIN. (TYP.)i 2500 P.S.I. SEENOTE 3
A CONCRETE MIN. »_ 12" `� ANCHORS > 12" MIN.
M1N. 1„ MAX. METALLIC LOCATING HIRE Y y
`' i
TIE RODS INCLUDING
NUTS AND )WASHERS UNIMPROVED CONDITION
�� (SEE SCHEDULE BELOW)
4 x 4 x 1 /2 TOP FLUSH WITH
BEARING PLATE MECHANICAL FINISHED GRADE
(TYP.) -°�`� ��-C (6 MIN.) JOINTS 9 ASPHALT SURFACE -� -Q-
X »
�, \�1�, 6 BEDDING ROCK
#4 BARS -__ - M J ANCHORING RESILIENT SEAT GATE
-- COUPLING VALVE AND BOX
(SEE DETAIL)
BASE NOTES:
1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE)
UNDISTURBED
- OR WITH A PERMANENTLY PLUGGED WEEP HOLE.
EARTH '� ��//��
NOTES: 2. THE DEVELOPER MAY INSTALL THE SHEAR PAD RECESSED UP TO
1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE 4 INCHES BELOW FINISHED GRADE AND SOD THE RECESSED ' SECTION.
ENCASE TIE RODS D (4'-0" MIN. SEE TRENCH DETAILS 4" x 4" x 18" LONG 14 GAUGE COPPER CAPABLE OF DETECTION BY A CABLE LOCATOR TT FBOLTS AND T P F HEAR PAD
IN 1T1/2 PVC SLEEVE FOR PIPE BEDDING MIN.) PRECAST POST ( ) 3. CLEARANCE BETWEEN BOTTOM 0 0 0 S
3 COVER REQUIREMENTS VALVE BOX WITH S' DIAMETER AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. SHALL BE A 6' MINIMUM.
AND COVER BRONZE DISC SET IN 2. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 4. APPROVED 'FIRE HYDRANTS ARE MUELLER A-423, AMERICAN DARLING B-84
NOTES
1. ADDITIONAL, REINFORCEMENTS SHALL
BE AS SPECIFIED, BY THE ENGINEER.
-2.MINIMUM, COMPRESSIVE STRENGTH
FOR CONCRETE. SHALL BE 2500 PSI.
w 3.' BEDDING, _BACKFILL, AND COMPACTION
SHALL BE AS SPECIFIED ELSEWHERE
`IN THE STANDARD DRAWINGS.
4. ALL FORM" BOARDS SHALL, BE` REMOVED
PRIOR ` TO BACKFILL.
5, NO ALLOWANCE SHALL BE MADE FOR
FRICTION BETWEEN TF,IE PIPE WALL
AND THE THRUST COLLAR.
6
DESIGN PRESSURE: 150 P.S.I.*
ESI, _-_..
WATER MAIN!,
SCHEDULE OF DIMENSIONS AND MATERIALS
PIPE
DIMENSIONS (FT.),
TIE RODS REQ'D
SIZE
(INCHES)
A
B
C
D
DIA.
4
1.5
1.5
0.5
4
3/4
2
6
2
2
0.5,
4
3/4
2
8
2.5
2.5
0.5
4
3/4
2
10
3
3.5
0.5
4
3/4
2
NOTE;TNRUSI BLOCK AREAS TO BE COMP IED ON BASIS OF 2000
LBS. PER SQ. FI. SOIL. RESTRAINT 01500 4w)
BEA". SEE NOTE S
• TO BE COMPLETED BY 0"EEH. .
(ROUT AS SHOWN AND BE CAPABLE OF EXTENDING. 12 ABOVE TOP OF BQX IN SUCH A AND KENNEDY K81A.
IMPROVED CONDITION ABOVE. MANNER SO AS NOT -TO INTERFERE WITH VALVE OPERATION.
3. USE DUCT TAPE AS NECESSARY. TO HOLD WIRE DIRECTLY ON THE
FIRE HYDRANT ASSEMBLY DETAIL
NOTES: TOP OF THE PIPE.
1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16" AND
LARGER, OR AS REQUIRED BY THE COUNTY FOR CRITICAL OFFSITE VALVES.
2. VALVE COLLAR DIMENSIONS MAY BE REDUCED -TO 18 X 16' X 6" WHEN THE
BRONZE IDENTIFICATION DISC IIS NOT REQUIRED. �•/ /
VALVE COLLAR DETAIL PVC PIPE LOCATING WIRE DETAIL DMI
y
a=
CADD NAME DATE _
PROJECT NO.
• r
WA I"ER MAIN DETAILS 95-0070.000
t DESIGNED BY JWK 3-96
DATE
3/18/96
a>
DRAWNBY JBJ 3-96
OR FEET
JUST � SCALE ,� _ �
!` CHECKED BY MDH 3-96 1 ---30_
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SECHON ION �13-3
UNDERGROUND STUB -UP
A/.T. S.
A/0/? T i -t
FIR,5T FL00f' FLAN FIREFROTECTION FLAN
.f
�$ _ V
59 TOTAL THIS DWG.
4,991 S.F. SPRINKLER COVERAG=E THIS DWG.
GENERAL NOTE5
1) INSTALLATION INT ACCORDANCE WITH NFPA 13,24 (1994 EDITION),STANDARD FIRE CODES
LOCAL AND STATE AUTHORITIES
2) ALL MATERIALS, TO BE U.L.LISTED
3) SPRINKLER MATINS 2 1/2" AND LARGER TO BE BLACK STEEL SCHEDULE 10 ASTM
AI35 JOINED BY ROLLED GROOVED METHOD USING GROOVED FITTINGS 4 COUPLINGS
4) BRANCH LINE PIPING 2" AND SMALLER TO BE SCHEDULE XL ASTM AI35
STEEL PIPE WITH THREADED OUTLET FITTINGS.
50 0 INDICATES HYDRAULIC REFERENCE POINTS.
(0) AFF =SPRINKLER PIPING CENTER LINE ELEVATION ABOVE FLOOR
1) HANGERS TO BE 51ZED AND SPACED IN ACCORDANCE WITH NFf A-13,SECTION
2-6,1994 EDITION
8) UNDERGROUND PIPE TO BE PRESSURE CLASS 350 DUCTILE IRON,
ANSI A21.51 WITH TYTON JOINTS UNDER BUILDING TO 5'0"OUT
9) CHANGES IN DIRECTION OF UNDER GROUND PIPE TO BE MADE BY USE OF
MECHANICAL JOINT FITTINGS.
10) THRUST RESTRAINTS TO BE PROVIDED AT ALL TURNS AND ENDS OF UNDERGROUND
MAINS PER NFPA-24(1994 EDITION)
11) FLUSHING= AND TESTING OF UNDERGROUND PIPING TO BE PERFORMED AS PER NF -PA -24
12) UNDERG=ROUND PIPING TO HAVE A MINIMUM OF 30" BURY DEPTH.
13) UNDERGROUND PIPING TO BE RODDED WHERE UNDER FOOTINGS AND ALL VERTICAL RISERS.
STEEL I SEAM
OR BAR JOISTS
UNIVERSAL
. � SEAM CLAMP
l
3/$"ALL THREAD ROD
ADJU6TIBLE
HAWSER RMCs
TTFICAL TOP
5EA1" 1 HANGER DETAIL
�T
ELEVATION 22'4" AFF
6" POTTER ELECTRIC 4"POTTER ELECTRIC
NO.
IIID YAC ELECT BELL WATER FL� RFL VANE TYPE
OW SWITCH
O4"CENTRAL MAINT.CHKVA.
MOD • 90
4"CENTRAL SHOTGUN W
RISER CHECK VALVE
2" MAIN DRAIN 4" THROUGH WALL
�TO 2-1/2 X 2-1/2 X 4"
ELKHART NO.166 FLUSH
MOUNTED POLISHED
4"X II"O.D CHROME F.D.C.
REDUCING FLANGE —� 4"CENTRAL NO.BFv
6"C-200 �� GRV'D 5UTTERFLY VA
_ W/BUILT IN TAMPER SWITCH
s, O,r 3/4" AT.ROD
+. roll
W DEG. ELL
}
SYSTEM RESER DETAfL
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155
5.60
1/2"
1/2
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PENDENT
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155
5.60
1/2"
1/2
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Thnead
OQ 16
PENDENT
CHROME
155
5.60
1/2"
1/2
CENTRAL
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153 TOTAL TH15 DWG.
212 TOTAL BOTH LEVELS
15,128 S.F. THIS PLAN!
GENERAL MOTES
1) INSTALLATION IN ACCORDANCE WITH NFPA 13,24 (1994 EDITION),STANDARD FIRE CODES
LOCAL AND STATE AUTHORITIES
2) ALL MATERIALS TO BE U.1--.-LI6TED
3) SPRINKLER MAINS 2 1/2" AND LARGER TO BE BLACK STEEL SCHEDULE 10 ASTM
A135 JOINED BY ROLLED GROOVED METHOD USING GROOVED FITTINGS t COUPLINGS
4) BRANCH LINE PIPING 2" AND SMALLER TO BE SCHEDULE XL ASTM A135
STEEL PIPE WITH THREADED OUTLET FITTINGS.
5) 0 INDICATES HYDRAULIC REFERENCE POINTS.
6) A�=SPRIiNKLER PIPING CENTER LINE ELEVATION ABOVE FLOOR
-1) HANGERS TO BE SIZED AND SPACED IN ACCORDANCE WITH NFPA-13,5ECTION
2-6,1994 EDITION
a) UNDERGROUND PIPE TO BE PRESSURE CLASS 350 DUCTILE IRON,
ANSI 421.51 WITH TYTON JOINTS UNDER BUILDING TO 5'0"OUT
9) CHANGES IN DIRECTION OF UNDER GROUND PIPE TO BE MADE BY USE OF
MECHANICAL JOINT FITTINGS.
10) THRUST RESTRAINTS TO BE PROVIDED AT ALL TURNS AND ENDS OF UNDERGROUND
MAINS PER NFPA-24(1994 EDITION)
Il) FLUSHING AND TESTING OF UNDERGROUND PIPING TO BE PERFORMED AS PER NFPA-24
12) UNDERGROUND PIPING TO HAVE A MINIMUM OF 30" BURY DEPTH.
13) UNDERGROUND PIPING TO BE RODDED WHERE UNDER FOOTINGS AND ALL VERTICAL RISERS.
STEEL I BEAM
OR BAR J016T6
IVER5AL
:AM CLAMP
'ALL THREAD ROD
ADJLIST15LE
HANGER RING
TYPICAL TOP E3EAi" f HANGER DETAIL
�IIIIIIII'
REVISION7
BY
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DRAWN
CHECKED
DATE
SCALE
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SHEET
F-
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SHEETS
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REVISION7
BY
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CHECKED
DATE
SCALE
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SHEET
F-
OF
SHEETS
1
f10MIAL Pffmirrww NO. 166A -30X42--,;'
j
FIRE ALARK SYSTEM ZONE SCHEDULE
f
ZONE
----------------------------------------------------------------------------
DESCRIPTION
r{
1
SPRINKLLER TAMPERS
PANEL
2
----------------------------------------------------------------------------
SPRINKLER WATER FLOW & BACKFLOW PREYENTER- - -
--- - PANEL ,
SIGNAL CIRCUITS
fA
.C.
'B1
�A1
HIS 19 HIS 115*
EOL Z-8 HIS $ 1 S 1 10 HIS $ 16
H/S12 s$11 HIS 117
HIS $ 3 HIS $ 12 HIS 1 18
S S HIS $ 4 HIS $ 13 HIS 1 19 BOL
�- HIS $ 5 HIS $ 14 BOL
14 13 HIS 16
BOL Z-7 Z-7 HIS 1 7
HIS $ 8 BOL
nz5
S \S
1 $2
BOL Z 6 Z 6 BOL
17 16 15 14 11 1213
BOL Z-4 Z-4 Z-4 9-4 Z-3 Z-3 Z-3 BOL
T�Z2
F FZ2 Z-1 Z-1
FACP
FIRE ALARM RISER DIAGRAM
WIRE LEGEND
LETTER DESCRIPTION USE - ------ - -
A 1 16/2 COND. SOLID FPL NOTIFICATION CIRCUIT
B 1 18/2 COND. SOLID FPL 1 INITIATION CIRCUIT
C 1 1 18/4 CU. SOLID FPL 51iITDM /DUCT 9,CKES
B 1 1 18/4 COND. SOLID FPL 1 REMOTE ANNUNCIATOR CIRCUIT
FIRE ALARM SVSTEM LERN
FIRE ALARK SYSTEM ZONE SCHEDULE
FIREALARM CONTROL PNR .....................
ZONE
----------------------------------------------------------------------------
DESCRIPTION
ETD) OF LIN!B
1
SPRINKLLER TAMPERS
PANEL
2
----------------------------------------------------------------------------
SPRINKLER WATER FLOW & BACKFLOW PREYENTER- - -
--- - PANEL ,
3
KAM PULL STATIONS - STAIRWELLS
DEVICE P-3
4
- KWAL PULL STATIONS - 1st FLOOR - -
-DEVICE P-7
5
---------------------------------------
--------
PANEL SMOKE DETEC'T'OR
----•-
- DEVICE S-1
6
---------------------------------------------------------------------------
------------------------------------
DUCT SMOKE DETECTORS (AHO 1 & 2)
AHU 12
7
DUCE SMOKE DETECTORS (AHU 3 & 4)
AHU 14
8
--------------------------------------------------------------------------
---------------------------------
KEYLOCK BOX
FIRE ALARM SVSTEM LERN
FIREALARM CONTROL PNR .....................
FACP
MANUAL PULL STATION .....................
El
SMOKE DETECTOR .....................
O
REMOTE AI"IATTR .....................
R
HORN STROBE ........... I.........
Ell
STROBE ONLY .....................
I 6 K!
DUCT 9 DETECTOR .....:...............
S
SPRINKLERWATER FLOW .....................
Fwl
SPRINKLER TAKER .....................
nT
m
REVISIONS BY
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SCALE
JOB NO.
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