HomeMy WebLinkAboutDecision 3968 - Book of Plans Page 12 - Detail SheetLOAM AREA I PAVED AREA
4" COMPACTED
LOAM & SEED SEE PAVEMENT SECTION
O' �'a u BASE
SEE PAVEMENT
o O v SUBBASE SECTION
•. .
MINIMUM
COVER E`i�
4' DRAIN
4.5' WATER
mu•.
OR D+2
(WHICHEVER IS GREATER)
NOTES:
1, BEDDING FOR GAS PIPE SHALL BE SAND. BEDDING FOR DUCTILE IRON WATER PIPE, STORM DRAIN
AND SEWER PIPE SHALL BE CRUSHED STONE, BEDDING AS SPECIFIED BELOW FOR FULL WIDTH OF THE
TRENCH SHALL BE UP TO SPRINGLINE OF PIPE, 6" BELOW PIPE IN EARTH AND 12" BELOW
PIPE IN ROCK.
2, .BACKFILL MATERIAL BELOW PAVED OR CONCRETE AREAS, BEDDING MATERIAL, AND SAND
BLANKET SHALL BE COMPACTED TO NOT LESS THAN 95% OF AASHTO T 99, METHOD C.
SUITABLE BACKFILL MATERIAL BELOW LOAM AREAS .SHALL BE COMPACTED TO NOT LESS
THAN 90% OF AASHTO T 99, METHOD C. LIFTS SHALL NOT EXCEED 12".
3, COORDINATE WITH YARMOUTH DEPARTMENT OF PUBLIC WORKS FOR FUTHER REQUIREMENTS RELATIWG
TO CONSTRUCTION OF WATER SYSTEM.
4, ALL DRAIN PIPE WITH LESS THAN 4' OF COVER
OF COVER SHALL BE INSULATED (RIGID CLOSED CELL, R -VALUE = 10.0)
5. COORDINATE WITH KEYSPAN FOR FURTHER REQUIREMENTS RELATING TO CONSTRUCTION OF GAS SERVICE.
SAND BLANKET & BEDDING 3/4" CRUSHED STONE BEDDING
SIEVE SIZE % FINER BY WEIGHT SIEVE SIZE % FINER BY WEIGHT
1" 100
1/2" 90 - 100 3/4" 90 - 100
200 0 - 15 1/2" 20 - 50
3/8" 0 - 20
# 4 0 -
STORM DRAIN, SEWER AND
WATER UTILITY TRENCH
NOT TO SCALE
-- 18"-24" BRICKS MAY BE USED FOR GRADE
TAPER SECTION ADJUSTMENTS (2 COURSE MW, AND 12" MAX.).
FRAME TO BE SET IN FULL BED OF MORT4R.
I
SEE PAVEMENT SECTION SQUARE
OPENING ���•
8" MIN. h MORTAR ALL JOINTS
OIL/WATER SEPARATOR
GPROVIDE "V" OPENINGS
U
N OUTSIDE OF PIPE
I +2" CLEARANCE
•- vwi
1" CLEART) PROVIDE "V" OPENINGS
of 7 MIN, 0.12 SQ. IN, STEL PER
d. N VERTICAL FOOT, PLAC=D
ACCORDING TO AASHTO
-► 5" MIN, DESIGNATION M199.
4'-0" DIAMETER
3/4" CRUSHED STONE
BEDDING, 6" DEEP.
NOTES:
1. PROVIDE GAS AND OIL TRAPS TO THE MASSACHUSETTS HIGHWAY DEPARTMENT'S STANDARDS.
2. CATCH BASIN GRATES SHALL BE IN ACCORDANCE WITH MHD STANDARDS AND BE BICYCLE SAFE,
3. ALL SECTIONS SHALL BE 4,000psi CONCRETE.
4, CIRCUMFERENTIAL REINFORCEMENT SHALL BE 0.12 SQUARE INCHES PER LINEAR FOOT IN ALL
SECTIONS AND SHALL BE PLACED IN THE CENTER OF THE THIRD WALL.
5. THE TONGUE OR THE GROOVE OF THE JOINT SHALL CONTAIN ONE UNE OF CIRCUMFERENTIAL
REINFORCEMENT EQUAL TO 0.12 SQUARE INCHES PER LINEAR FOOT.
6. BITUMINOUS WATERPROOF COATING TO BE APPLIED TO ENTIRE EXTERIOR OF MANHOLE.
7, THE STRUCTURES SHALL BE DESIGNED FOR H2O LOADING.
PRECAST CONCRETE CATCHBASIN
NOT TO SCALE
LEAVE EXISTING
LIMIT OF BASE COURSE
EXCAVATED UNDISTURBED
TRENCH
CUT WITH
1' MINIMUM
PAVEMENT
(TYP)
O
MIN. 6" PROCESSED GRAVEL
BASE & 6" GRAVEL BORROW SUBBASE
COMPACTED
EXISTING BASE
COURSE (UNDISTURBED)
SAW CUT EDGE, CLEAN AND
COAT WITH RS -1 EMULSION
1' MIN.-
(TYP,) �
IMMEDIATELY PRIOR TO
CONSTRUCTING NEW PAVEMENT.
' ^` ' ; •, •_
GRAVEL BACKFILL
TYPE
o
:." 6"
�
LL
O
O
M
Z
O
O . O
0.8E
2.19
coN
17,24
SAND BLANKET AS
w
B
12" + D/2 MIN.SPECIFIED
0.65
BELOW'
T2.788.38
12,00
U) O N
UNDISTURBED
•
. y !
• . '�.
45'
0.48
SOIL (EARTH)
y, •' .
ROCK
a�Em
cr W
+
•'I •
D
22-i/2'
BEDDINGis
0.60
• . • a
4.74
MATERIAL
MINIMUM
COVER E`i�
4' DRAIN
4.5' WATER
mu•.
OR D+2
(WHICHEVER IS GREATER)
NOTES:
1, BEDDING FOR GAS PIPE SHALL BE SAND. BEDDING FOR DUCTILE IRON WATER PIPE, STORM DRAIN
AND SEWER PIPE SHALL BE CRUSHED STONE, BEDDING AS SPECIFIED BELOW FOR FULL WIDTH OF THE
TRENCH SHALL BE UP TO SPRINGLINE OF PIPE, 6" BELOW PIPE IN EARTH AND 12" BELOW
PIPE IN ROCK.
2, .BACKFILL MATERIAL BELOW PAVED OR CONCRETE AREAS, BEDDING MATERIAL, AND SAND
BLANKET SHALL BE COMPACTED TO NOT LESS THAN 95% OF AASHTO T 99, METHOD C.
SUITABLE BACKFILL MATERIAL BELOW LOAM AREAS .SHALL BE COMPACTED TO NOT LESS
THAN 90% OF AASHTO T 99, METHOD C. LIFTS SHALL NOT EXCEED 12".
3, COORDINATE WITH YARMOUTH DEPARTMENT OF PUBLIC WORKS FOR FUTHER REQUIREMENTS RELATIWG
TO CONSTRUCTION OF WATER SYSTEM.
4, ALL DRAIN PIPE WITH LESS THAN 4' OF COVER
OF COVER SHALL BE INSULATED (RIGID CLOSED CELL, R -VALUE = 10.0)
5. COORDINATE WITH KEYSPAN FOR FURTHER REQUIREMENTS RELATING TO CONSTRUCTION OF GAS SERVICE.
SAND BLANKET & BEDDING 3/4" CRUSHED STONE BEDDING
SIEVE SIZE % FINER BY WEIGHT SIEVE SIZE % FINER BY WEIGHT
1" 100
1/2" 90 - 100 3/4" 90 - 100
200 0 - 15 1/2" 20 - 50
3/8" 0 - 20
# 4 0 -
STORM DRAIN, SEWER AND
WATER UTILITY TRENCH
NOT TO SCALE
-- 18"-24" BRICKS MAY BE USED FOR GRADE
TAPER SECTION ADJUSTMENTS (2 COURSE MW, AND 12" MAX.).
FRAME TO BE SET IN FULL BED OF MORT4R.
I
SEE PAVEMENT SECTION SQUARE
OPENING ���•
8" MIN. h MORTAR ALL JOINTS
OIL/WATER SEPARATOR
GPROVIDE "V" OPENINGS
U
N OUTSIDE OF PIPE
I +2" CLEARANCE
•- vwi
1" CLEART) PROVIDE "V" OPENINGS
of 7 MIN, 0.12 SQ. IN, STEL PER
d. N VERTICAL FOOT, PLAC=D
ACCORDING TO AASHTO
-► 5" MIN, DESIGNATION M199.
4'-0" DIAMETER
3/4" CRUSHED STONE
BEDDING, 6" DEEP.
NOTES:
1. PROVIDE GAS AND OIL TRAPS TO THE MASSACHUSETTS HIGHWAY DEPARTMENT'S STANDARDS.
2. CATCH BASIN GRATES SHALL BE IN ACCORDANCE WITH MHD STANDARDS AND BE BICYCLE SAFE,
3. ALL SECTIONS SHALL BE 4,000psi CONCRETE.
4, CIRCUMFERENTIAL REINFORCEMENT SHALL BE 0.12 SQUARE INCHES PER LINEAR FOOT IN ALL
SECTIONS AND SHALL BE PLACED IN THE CENTER OF THE THIRD WALL.
5. THE TONGUE OR THE GROOVE OF THE JOINT SHALL CONTAIN ONE UNE OF CIRCUMFERENTIAL
REINFORCEMENT EQUAL TO 0.12 SQUARE INCHES PER LINEAR FOOT.
6. BITUMINOUS WATERPROOF COATING TO BE APPLIED TO ENTIRE EXTERIOR OF MANHOLE.
7, THE STRUCTURES SHALL BE DESIGNED FOR H2O LOADING.
PRECAST CONCRETE CATCHBASIN
NOT TO SCALE
LEAVE EXISTING
LIMIT OF BASE COURSE
EXCAVATED UNDISTURBED
TRENCH
CUT WITH
1' MINIMUM
PAVEMENT
(TYP)
SAW
MIN. 6" PROCESSED GRAVEL
EXCAVATED TRENCH
(SEE TRENCH SECTION)
NOTE:
1. PAVEMENT TRENCH PATCH SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE REQUIREMENTS OF THE TOWN
OF SALEM
PAVEMENT TRENCH PATCH
NOT TO SCALE
4" SEEDED & L0� AREAS PAVED AREAS
COMPACTED LOAM
12"
BURIED CABLE
z SAFETY RIBBON (TYP)-
COMPACTED
io GRAVEL BACKFILL -
PAVEMENT - SEE DETAIL
- BASE
SEE PAVEMENT
DETAIL
- SUBBASE
CONCRETE ENCASEMENT 3000 PSI
(2) - 4" SCHEDULE 40 PVC
MMUNICATION CCNDUITS
iE21z-: (3 5" GALVANIZED RIGID ° 6
STEEL ELECTRIC CONDUITS ° UNDISTURBED SOIL T8"12"T1'P
NOTES:
1. DIMENSIONS SHOWN REPRESENT OWNERS MINIMUM REQUIREMENTS. ACTUAL DIMENSIONS AND NUMBER OF
CONDUITS MAY BE GREATER BASED ON UTILITY COMPANY STANDARDS, BUT SHALL NOT BE LESS THAN THOSE SHOWN.
CONTRACTOR SHALL SUPPLY UTILITY COMPANIES REQUIRED NUMBER OF CONDUIT PLUS ONE SPARE CONDUIT
FOR BOTH ELECTRICAL AND COMMUNICATION LINES.
2. ALL ELECTRIC AND COMMUNICATION CONDUITS TO BE ENCASED IN CONCRETE,
3. ALL UNDERGROUND CONDUITS SHALL BE INSTALLED WITH NYLON PULL ROPES TO FACILITATE PULLING CABLES,
4. COORDINATE CONSTRUCTION WITH NSTAR &: VERIZON COMPANIES.
ELECTRICAL AND COMMUNICATION
TRENCH DETAIL
NOT TO SCALE
MHD STANDARD MANHOLE
FRAME & COVER
i rn o BRICKS MAY BE USED FOR GRADE
i u ADJUSTMENTS (2 COURSE MIN. AND 12" MAX.).
FRAME TO BE SET IN FULL BED OF MORTAR.
y •I < �-8" MIN SLAB TOP OPTION
y R.C, SLAB TOP TO BE PLACED IN LIEU OF
O /SEE JOINT DETAILS CONICAL SECTION WHERE PIPE WOULO OTHERWISE
ENTER INTO CONICAL SECTION.
N as • 5" MIN • MORTAR ALL JOINTS
o POLYPROPYLENE STEPS 12" O.C.
0 0� 48"f 1" DIAMETER
= Fp MIN. 0.12sq. in, STEEL PER
U w, VERTICAL FOOT, PLACED ACCORDING
w 0�
x �2" CLEAR TO AASHTO DESIGNATION 11199
PIPE OPENING TO BE PRECAST IN
5" MIN -� / RISER SECTION
1 - #3 BAR AROUND OPENINGS FOR
PIPES 16" DIAMETER AND OVER. 1' CO%"
u 30" MAX.
FLOOR OF STRUCTURE TO BE HEADERS
w0+ DIAMETER PIP LAID FLAT
Li
CEMENT CONCRETE MHD 3000ps1
oa /,' .'. (TYPE II CEMENT)
3/4" CRUSHED STONE BEDDING, 6" DEEP.
PROVIDE "V" OPENING
NOTES
1. ALL SECTIONS SHALL BE 4,000psi CONCRETE.
2. CIRCUMFERENTIAL REINFORCEMENT SHALL BE 0.12 SQUARE INCHES PER LINEAR FOOT IN ALL SECTIONS AND
SHALL BE PLACED IN THE CENTER OF THE THIRD WALL-
3,
ALL3. THE TONGUE OR THE GROOVE OF THE JOINT SHALL CONTAIN ONE UNE OF CIRCUMFERENTIAL REINFORCEMENT
EQUAL TO 0,12 SQUARE INCHES PER LINEAR FOOT.
4. BITUMINOUS WATERPROOF COATING TO BE APPLIED TO ENTIRE EXTERIOR OF MANHOLE,
5. THE STRUCTURES SHALL BE DESIGNED FOR H2O LOADING,
DRAIN MANHOLE DETAIL
NOT TO SCALE
SQUARE FEET OF Cot :RETE THRUST
a
o BLOCKING BEARING Or UNDISTURBED MATERIAL
PIPE SIZE C OR
MATCH EXISTING BASE COURSES
REACTION
MIN. 6" PROCESSED GRAVEL
BASE & 6" GRAVEL BORROW SUBBASE
MATCH EXISTING PAVEMENT
TYPE AND THICKNESS
(4,5" MINIMUM)
EXISTING BASE
COURSE (UNDISTURBED)
SAW CUT EDGE, CLEAN AND
COAT WITH RS -1 EMULSION
1' MIN.-
(TYP,) �
IMMEDIATELY PRIOR TO
CONSTRUCTING NEW PAVEMENT.
' ^` ' ; •, •_
EXISTING PAVEMENT
EXCAVATED TRENCH
(SEE TRENCH SECTION)
NOTE:
1. PAVEMENT TRENCH PATCH SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE REQUIREMENTS OF THE TOWN
OF SALEM
PAVEMENT TRENCH PATCH
NOT TO SCALE
4" SEEDED & L0� AREAS PAVED AREAS
COMPACTED LOAM
12"
BURIED CABLE
z SAFETY RIBBON (TYP)-
COMPACTED
io GRAVEL BACKFILL -
PAVEMENT - SEE DETAIL
- BASE
SEE PAVEMENT
DETAIL
- SUBBASE
CONCRETE ENCASEMENT 3000 PSI
(2) - 4" SCHEDULE 40 PVC
MMUNICATION CCNDUITS
iE21z-: (3 5" GALVANIZED RIGID ° 6
STEEL ELECTRIC CONDUITS ° UNDISTURBED SOIL T8"12"T1'P
NOTES:
1. DIMENSIONS SHOWN REPRESENT OWNERS MINIMUM REQUIREMENTS. ACTUAL DIMENSIONS AND NUMBER OF
CONDUITS MAY BE GREATER BASED ON UTILITY COMPANY STANDARDS, BUT SHALL NOT BE LESS THAN THOSE SHOWN.
CONTRACTOR SHALL SUPPLY UTILITY COMPANIES REQUIRED NUMBER OF CONDUIT PLUS ONE SPARE CONDUIT
FOR BOTH ELECTRICAL AND COMMUNICATION LINES.
2. ALL ELECTRIC AND COMMUNICATION CONDUITS TO BE ENCASED IN CONCRETE,
3. ALL UNDERGROUND CONDUITS SHALL BE INSTALLED WITH NYLON PULL ROPES TO FACILITATE PULLING CABLES,
4. COORDINATE CONSTRUCTION WITH NSTAR &: VERIZON COMPANIES.
ELECTRICAL AND COMMUNICATION
TRENCH DETAIL
NOT TO SCALE
MHD STANDARD MANHOLE
FRAME & COVER
i rn o BRICKS MAY BE USED FOR GRADE
i u ADJUSTMENTS (2 COURSE MIN. AND 12" MAX.).
FRAME TO BE SET IN FULL BED OF MORTAR.
y •I < �-8" MIN SLAB TOP OPTION
y R.C, SLAB TOP TO BE PLACED IN LIEU OF
O /SEE JOINT DETAILS CONICAL SECTION WHERE PIPE WOULO OTHERWISE
ENTER INTO CONICAL SECTION.
N as • 5" MIN • MORTAR ALL JOINTS
o POLYPROPYLENE STEPS 12" O.C.
0 0� 48"f 1" DIAMETER
= Fp MIN. 0.12sq. in, STEEL PER
U w, VERTICAL FOOT, PLACED ACCORDING
w 0�
x �2" CLEAR TO AASHTO DESIGNATION 11199
PIPE OPENING TO BE PRECAST IN
5" MIN -� / RISER SECTION
1 - #3 BAR AROUND OPENINGS FOR
PIPES 16" DIAMETER AND OVER. 1' CO%"
u 30" MAX.
FLOOR OF STRUCTURE TO BE HEADERS
w0+ DIAMETER PIP LAID FLAT
Li
CEMENT CONCRETE MHD 3000ps1
oa /,' .'. (TYPE II CEMENT)
3/4" CRUSHED STONE BEDDING, 6" DEEP.
PROVIDE "V" OPENING
NOTES
1. ALL SECTIONS SHALL BE 4,000psi CONCRETE.
2. CIRCUMFERENTIAL REINFORCEMENT SHALL BE 0.12 SQUARE INCHES PER LINEAR FOOT IN ALL SECTIONS AND
SHALL BE PLACED IN THE CENTER OF THE THIRD WALL-
3,
ALL3. THE TONGUE OR THE GROOVE OF THE JOINT SHALL CONTAIN ONE UNE OF CIRCUMFERENTIAL REINFORCEMENT
EQUAL TO 0,12 SQUARE INCHES PER LINEAR FOOT.
4. BITUMINOUS WATERPROOF COATING TO BE APPLIED TO ENTIRE EXTERIOR OF MANHOLE,
5. THE STRUCTURES SHALL BE DESIGNED FOR H2O LOADING,
DRAIN MANHOLE DETAIL
NOT TO SCALE
SQUARE FEET OF Cot :RETE THRUST
a
o BLOCKING BEARING Or UNDISTURBED MATERIAL
PIPE SIZE C OR
1. POUR THRUST BLOCKS A AINST UNDISTURBED MATERIAL,
WHERE TRENCH WALL Hi BEEN DISTURBED, EXCAVATE LOOSE
MATERIAL AND EXTEND -IRUST BLOCK TO UNDISTURBED
MATERIAL. NO JOINTS ; 'ALL BE COVERED WITH CONCRETE.
2. ON BENDS AND TEES, EYTEND THRUST BLOCKS FULL LENGTH
OF FITTING.
3. PLACE BOARD IN FRONT )F ALL PLUGS BEFORE POURING
THRUST BLOCKS.
4. WHERE M.J. PIPE IS USE'.:, M.J, PLUG WITH RETAINER GLAND
MAY BE SUBSTITUTED F( ' END BLOCKINGS.
n
REACTION
om
�
B
M
w
0
0
d
TYPE
4"
:." 6"
N
I
LL
12"
M
m
A
90'
0.8E
2.19
coN
17,24
N
CL
EE
w
B
180'
0.65
1.55
T2.788.38
12,00
U) O N
Lm
oz
C
45'
0.48
1.19
9.32
a�Em
cr W
D
22-i/2'
0.25
0.60
�
4.74
E
11-1/4'
0.13
0.30
2.38
(C1
1. POUR THRUST BLOCKS A AINST UNDISTURBED MATERIAL,
WHERE TRENCH WALL Hi BEEN DISTURBED, EXCAVATE LOOSE
MATERIAL AND EXTEND -IRUST BLOCK TO UNDISTURBED
MATERIAL. NO JOINTS ; 'ALL BE COVERED WITH CONCRETE.
2. ON BENDS AND TEES, EYTEND THRUST BLOCKS FULL LENGTH
OF FITTING.
3. PLACE BOARD IN FRONT )F ALL PLUGS BEFORE POURING
THRUST BLOCKS.
4. WHERE M.J. PIPE IS USE'.:, M.J, PLUG WITH RETAINER GLAND
MAY BE SUBSTITUTED F( ' END BLOCKINGS.
L L
GRATE TO BS
E CAST IRON
P-Lr V
2 1/2"
F"L47/8.
r
3/8" MOTA I
JOINTS
2 13 1 I" I�i 2)
PRECAST
CIRCULAR
12 1/2" ff
-
aSGn91N A -A
MIN.
❑@1
MARINE PLYWOOD
WRAPPED IN
POLYETHELENE�
C ORD /
UST BLOCKING
NOT TO SCALE
,v- FLOW LINE
3/4"
5/B"
IRON
E
SQUARE
FRAME
BLOCKS
CONCRETE \
BLOCKS
CATCHBASIf l FRAME & GRATE
IOT TO SCALE
A,
TRENCH
WIDTH
-out go
a
• " „>
�- UNDISTURBED
MATERIAL (TYP,)
VOLUME OF CONCRETE
AS DETERMINED BY
ENGINEER
TAI L
VALVE BOX
HYDRANT
A11mv,",
z
12" SAND
6° D.i. CLASS 52 POLY WRAP
• //� t
CRUSHED STONE J THRUST BLOCK
6' GATE VALVE PLUG AT DRIP
(NO WEEP HOLE)
NOTES:
1. HYDRANT MANUFACTURER, MODEL,
INSTALLATION AND OPERATION TO CONFORM
TO REGULATIONS OF YARMOUTH PUBLIC WORKS
DEPARTMENT & YARMOUTH FIRE DEPARTMENT.
2. HYDRANT INSTALLATION TO CONFORM TO
AWWA 600 SECTION 11, LATEST REVISION,
3. HYDRANT SHALL OPEN RIGHT (CLOCKWISE).
FIRE HYDRANT
NOT TO SCALE
Tt n, m A T T C-1 TT 77 T.� T
L0
O
0
N
N
Li
z
li
cc
N
Ln
O
I
3
v
ONO N
O a c pN�
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o
ao m Q z
Ld Z z 0 W z
J}s 0=
(1)0 o ¢ 0- LJ
■
E
om
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B
M
0
0
d
M
a
a
N
I
LL
L L
GRATE TO BS
E CAST IRON
P-Lr V
2 1/2"
F"L47/8.
r
3/8" MOTA I
JOINTS
2 13 1 I" I�i 2)
PRECAST
CIRCULAR
12 1/2" ff
-
aSGn91N A -A
MIN.
❑@1
MARINE PLYWOOD
WRAPPED IN
POLYETHELENE�
C ORD /
UST BLOCKING
NOT TO SCALE
,v- FLOW LINE
3/4"
5/B"
IRON
E
SQUARE
FRAME
BLOCKS
CONCRETE \
BLOCKS
CATCHBASIf l FRAME & GRATE
IOT TO SCALE
A,
TRENCH
WIDTH
-out go
a
• " „>
�- UNDISTURBED
MATERIAL (TYP,)
VOLUME OF CONCRETE
AS DETERMINED BY
ENGINEER
TAI L
VALVE BOX
HYDRANT
A11mv,",
z
12" SAND
6° D.i. CLASS 52 POLY WRAP
• //� t
CRUSHED STONE J THRUST BLOCK
6' GATE VALVE PLUG AT DRIP
(NO WEEP HOLE)
NOTES:
1. HYDRANT MANUFACTURER, MODEL,
INSTALLATION AND OPERATION TO CONFORM
TO REGULATIONS OF YARMOUTH PUBLIC WORKS
DEPARTMENT & YARMOUTH FIRE DEPARTMENT.
2. HYDRANT INSTALLATION TO CONFORM TO
AWWA 600 SECTION 11, LATEST REVISION,
3. HYDRANT SHALL OPEN RIGHT (CLOCKWISE).
FIRE HYDRANT
NOT TO SCALE
Tt n, m A T T C-1 TT 77 T.� T
L0
O
0
N
N
Li
z
li
cc
N
Ln
O
I
3
v
ONO N
O a c pN�
N m
Do
o
ao m Q z
Ld Z z 0 W z
J}s 0=
(1)0 o ¢ 0- LJ
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