Farellis Pizza Yelm - Underground PlanCONSTRUCTION NOTES
1. ALL WORK PER NFPA 24 2016 AND CITY OF YELM STANDARDS.
2. EMERALD FIRE TO DESIGN AND INSTALL UNDERGROUND FIRELINE AND FDC FLANGES
INSIDE OUTBUILDING.
3. UNDERGROUND PIPING SHOWN IN THIS PLAN TO SUPPLY NEW FIRE SPRINKLER SYSTEM
INSTALLED IN EXISTING BUILDING UNDER SEPARATE PERMIT.
4. ALL U.G. PIPING SHALL BE DUCTILE IRON.
5. THRUST BLOCKS SHALL BE INSTALLED AT EVERY CHANGE IN DIRECTION.
NOTES
1. Contractor to provide blocking adequate to withstand full test pressure.
2. Divide thrust by safe bearing load to determine required area (in square
feet) of concrete to distribute load
3. Areas to be adjusted for other pressure conditions.
4. Provide two 1" (in) minimum diameter rods on valves up through 10" (in)
diameter Valves larger than 10" (in) require special tie rod design
TEST
SIZE PRESSURE
(PSI)
THRUST AT FITTINGS IN POUNDS
W
B
C
D
E
TDEAND
ENDS
_
F-
22.5'
BEND
Qa
J
W Z M
3,140
4,440
aim
1,225
615
Y�OC�o
7,070
9,996
z m�J
2,760
TAHOMA
8" 260
12,665
17,770
9,620
B
2,465
10" 250
19,635
SOUTHEAST5acill
15,030
7,660
3,850
1Y' 250
28,276
1 39,985
21,640
11,030
1 5,545
z; _�QL
38,485
W
WO Ic�W
V"_ Z-
TIN U' I
LL W
CONSTRUCTION NOTES
1. ALL WORK PER NFPA 24 2016 AND CITY OF YELM STANDARDS.
2. EMERALD FIRE TO DESIGN AND INSTALL UNDERGROUND FIRELINE AND FDC FLANGES
INSIDE OUTBUILDING.
3. UNDERGROUND PIPING SHOWN IN THIS PLAN TO SUPPLY NEW FIRE SPRINKLER SYSTEM
INSTALLED IN EXISTING BUILDING UNDER SEPARATE PERMIT.
4. ALL U.G. PIPING SHALL BE DUCTILE IRON.
5. THRUST BLOCKS SHALL BE INSTALLED AT EVERY CHANGE IN DIRECTION.
NOTES
1. Contractor to provide blocking adequate to withstand full test pressure.
2. Divide thrust by safe bearing load to determine required area (in square
feet) of concrete to distribute load
3. Areas to be adjusted for other pressure conditions.
4. Provide two 1" (in) minimum diameter rods on valves up through 10" (in)
diameter Valves larger than 10" (in) require special tie rod design
TEST
SIZE PRESSURE
(PSI)
THRUST AT FITTINGS IN POUNDS
A
B
C
D
E
TDEAND
ENDS
90"
BEND
45"
BEND
22.5'
BEND
11.25'
BEND
4" 250
3,140
4,440
2,405
1,225
615
6" 250
7,070
9,996
5,410
2,760
1,385
8" 260
12,665
17,770
9,620
4,906
2,465
10" 250
19,635
27,770
15,030
7,660
3,850
1Y' 250
28,276
1 39,985
21,640
11,030
1 5,545
14" 250
38,485
54,425
29,465
15,015
7,546
16" 260
60,265
71,086
1 38,470
19,615
9,855
SOIL TYPE
SAFE BEARING LOAD
(PSF)
MUCK, PEAT, ETC.
0
SOFT CLAY
1,000
SAND
2,000
SAND AND GRAVEL
3,000
SAND AND GRAVEL CEMENTED WITH CLAY
4,000
HARD SHALE
10,000
TWO 1" (IN) DIA
(SEE NOTE 4)
PLAN VIEW PROFILE VIEW PLAN VIEW
PLUGGED TEE VALVE TEE
(USE COLUMN B) (USE COLUMN A)
0
THRUST BLOCK DETAIL
NTS
FDC DETAIL
/ 4X2%'X2%"FDC
i
v
0
M
FINISHED GRADE '
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BALL DRIP
IN
GRAVEL
THRUST BLOCKING
PER NFPA24
SITF PI AN
0' 5' 10' 20'
BILCO LADDER UP'
SEAL WITH MASTIC
MEGA
MEGA AND
MORTAR
M EL N0. 2
LUG RING
LUG RING
CO
O
CITY S
SEAL WITH MASTIC
-GATE VALVE
NO. 303.
WASHED
AND MORTAR
FLANGE COUPLING
FLANGE COUPLINGI2,
MEGA LUG
1
C
FLANGE
MIN
TOR ADAPTOR
DATE:
1303.2
SECTION
FLOW FROM MAIN-
i' .ow = art
ADAPTER
AND MORTAR
CH FLOW-
sE
I�MIN,
-I
LL
W
2220021
TO
/6•
J 3/4' (DCVA)
MIN.
LDC C
O
5/8° WATER I /
12'
METER, SEE Si SEE NOTE
Q
i
Z
NOTE 1, 4- 2' MIN.
PRECAST CONCRETE
12" MIN.
J
(VAULT SEE DETAIL #\
W
R/W LINE
4-4.2
r
J
FORD
CD
PLAN VIEW
SEAL WITH
DOUBLE
L
MASTIC
BUILDING
W
FLOW FROM FIRE DEPARTMENT CONNECTION
AND MORTER
SERVICE
FOR DUAL SERVICE
PRECAST CONCRETE
VAULT & LID SEE DETAIL
127-+
a 4-4.2 �r RE►AOVEABLE DOORS, SEE DETAIL
/ 4-4.2
FINISHED
R/W UNE
GRADE
BILCO LADDER UP'
3" MIN.
SAE TY POST
PIP SUPPOR SEE NOTE 30' MAXI
M EL N0. 2
ADDER 5
12' MIN. 1
CO
O
CITY S
1// 2'
-GATE VALVE
NO. 303.
WASHED
I COUPLING--
SLOPE TO SUMP SEE NOTE
MEGA LUG
ADAPTOR, TYP,
FLANGE
RING
DATE:
1303.2
SECTION
SEAL WITH MASTIC
D.I.P.COUPLING
ADAPTER
AND MORTAR
CH FLOW-
O
m�uG
-Y GALV. AOMTABLE STEE 17- MIN. '
LUG RING
SEAL WITH
PIP SUPPOR SEE NOTE 30' MAXI
MASTIC AND ,
MORTAR:
J
12' MIN. 1
CO
O
- - - - - - -
1// 2'
-GATE VALVE
FLOOR TO
WASHED
AT MAIN
SLOPE TO SUMP SEE NOTE
ROCK
DRAIN 1 CITY STD.
KG/MH
DATE:
1303.2
SECTION
CEMENT CONIC. SIDEWALK
OR FINISHED GRADE
VAULT TO BE PLACED
LEVEL WITH SLOPING FLOOR
6'X3' OPENING PER NOTE #3
ADJUST TO MATCH WITH CONC. COLLARS
FINISHED GRADE, SEAL INTERIOR WITH
MORTAR.
PRECAST CONIC. VAULT
(UTILITY VAULT CO. OR
APPROVED EQUAL)
MEGA LUG RING SECURED
AGAINST VAULT WALL
I. IN AREAS OF HIGH GROUNDWATER A 1/4 HP SUMP PUMP SHALL BE INSTALLED IN THE SUMP PIT OF
THE VAULT. IT SHALL BE WIRED PER WASHINGTON STATE ELECTRICAL CODE AND INSPECTED BY AT
STATE ELECTRICAL INSPECTOR. THE DISCHARGE PIPE SHALL BE CONNECTED TO THE NEAREST
APPROVED ON-SITE STORM DRAINAGE STRUCTURE OR DRAIN TO DAYLIGHT, WHERE NO GROUNDWATER
IS PRESENT USE A 2"0 DRAIN HOLE WITH 1/4 CUBIC YARD OF WASHED DRAIN ROCK.
2. THE VAULT SHALL BE A PRECAST CONCRETE VAULT SIZED TO MEET THE CLEARANCE
REQUIREMENTS SHOWN ON DETAIL 14-5.
3. REMOVABLE DOORS SHALL BE A MINIMUM OF I X 3'-0" DIAMOND PLATE HINGED LOCKING
DOORS, WITH HINGES LOCATED AT EACH END OF OPENING. DOORS SHALL HAVE AN H-20 LOAD
RATING IN AREAS THAT ARE SUBJECT TO VEHICLE TRAFFIC. DOORS SHALL BE SPRING LOADED WITH
OPEN POSITION LOCK.
4.
A GALVANIZED LADDER SHALL BE SET INSIDE THE VAULT FOR ACCESS INTO THE VAULT. IT SHALL BE
SECURED TO THE VAULT WITH 1/2" DIA. BOLTS EPDXIED TO THE VAULT LID AND FLOOR.
5.
A BILCO LADDER UP SAFETY POST MODEL NO. 2 SHALL BE ATTACHED TO THE LADDER STEPS.
NOTES FOR: DOUBLE DETECTOR CHECK VALVE ASSEMBLY (DDCVA) INSTALLATION
1. INSTALLATION OF THE APPROVED BACKFLOW ASSEMBLY SHALL BE IN ACCORDANCE WITH THE
'BACKFLOW PREVENTION AND CROSS -CONNECTION CONTROL: RECOMMENDED PRACTICES' MANUAL,
OF THE CROSS -CONNECTION CONTROL COMMITTEE, PACIFIC N.W. SECTION OF THE A.W.W.A.,
FEBRUARY 2015 OR CURRENT ADDITION.
2. BACKFLOW ASSEMBLY MUST BE SELECTED FROM WASHINGTON STATE DEPARTMENT OF HEALTH
LIST OF BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON
STATE, LATEST EDITION.
3. UPON INSTALLATION OF THE APPROVED BACKFLOW ASSEMBLY, (AND YEARLY THEREAFTER), THE
ASSEMBLY SHALL BE TESTED BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER,
WHO SHALL PROMPTLY FORWARD THE TEST RESULTS TO:THE CITY OF YELM, WATER DEPARTMENT,
PRIOR TO OCCUPANCY.
4. DOUBLE DETECTOR CHECK VALVE ASSEMBLY OS do Y GATE VALVES SHALL HAVE SUPERVISED
TAMPER SWITCHES.
5. ALL ELECTRICAL SHALL BE INSPECTED BY BY A WASHINGTON STATE ELECTRICAL INSPECTOR.
6. DDCVA MUST BE PURCHASED AS A UNIT. NO MODIFICATIONS TO ASSEMBLY ARE ALLOWED.
7. WATER METER SHALL BE CITY OF YELM APPROVED, READING IN CUBIC FEET.
8. PIPE SUPPORTS SHALL BE RUST -PROTECTED WITH ALUMINUM PAINT.
9. THE FIRE DEPARTMENT CONNECTION SHALL BE LOCATED WITHIN 15 FEET OF AFIRE HYDRANT
BUT NOT LESS THAN 10 FEET.
10, WHEN DDCVA IS LOCATED WITHIN A BUILDING, THE BALL DRIP SHALL DRAIN TO THE NEAREST
APPROVED CATCH BASIN.
FLEX DROP DETAIL DDCV DETAIL WATER VAULT DETAIL DDCV NOTES
NTS NTS NTS NTS
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III V,
SHEET SIZE IS TRUE
SCALE WHEN ABOVE
LINE MEASURES AS
NOTED
REVISIONS:
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DATE:
05/02/22
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DRAWN BY.
KG/MH
DATE:
05/02/22
JOB #:
2220021
SHEET NO:
FP1