HomeMy WebLinkAbout3. Fire Service - Check List OTAY WATER DISTRICT
FIRE SERVICE PLAN CHECKLIST
PROJECT NAME: ___________________________________PROJECT/FSV PERMIT NO.: _____________________
PLAN REVIEWER: _________________________________PEER REVIEWER: ________________________________
Y:\Public Services New\Plan Check Center - Sharepoint\Reference Project (FSV)\FSV Plan Check List 2018 REV 01.docx
I. TITLE SHEET
1ST
Check
2nd
Check
3rd
Check
4th
Check
Comments
A. Vicinity Map:
1. Street names.
2. North Arrow.
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B. Marked with the name, address
and telephone number of the firm
preparing the plans and date of
preparation.
C. Name, address and telephone
number of the owner and
developer.
D. Name and phase of
development (to be consistent
throughout the drawing).
E. APN or Site Address shown.
F. OWD Inspection Note.
OTAY WATER DISTRICT
FIRE SERVICE PLAN CHECKLIST
PROJECT NAME: ___________________________________PROJECT/FSV PERMIT NO.: _____________________
PLAN REVIEWER: _________________________________PEER REVIEWER: ________________________________
Y:\Public Services New\Plan Check Center - Sharepoint\Reference Project (FSV)\FSV Plan Check List 2018 REV 01.docx
II. KEY MAP SHEET
1ST
Check
2nd
Check
3rd
Check
4th
Check
Comments
A. Site Map showing:
1.Private fire system
2. Private Domestic system
3. Private Recycled system
4. Street Names
5. North Arrow
6. Point of connection
7. Existing/Proposed utilities in the
road
8. Onsite fire hydrants
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B. Connection Note (“Wet tap” or
“Connect to Existing Stub”)
Wet tap:
For connections to existing water mains, all wet tap connections to existing pipelines, whether
for mainline extension or service laterals, shall
be performed by the district. The contractor shall furnish the tapping sleeve or tee, valves
and all other materials as called for in the Water
Agencies’ Standards, http://www.sdwas.org/,
Standard Specifications section, in accordance
with the approved materials list. The contractor shall provide all equipment, labor and traffic
control required for the excavation and
installation of the connection including but not limited to excavation by hand or machine,
pouring of thrust and anchor blocks, installation
of gate casing, painting and wrapping of fittings,
backfill and compaction of trench area and
pavement replacement.
Connect to Existing
Contractor to remove existing end cap, thrust
block and temporary blow off. Contractor to connect to existing lateral using a minimum
pipe length of 60 inches.
OTAY WATER DISTRICT
FIRE SERVICE PLAN CHECKLIST
PROJECT NAME: ___________________________________PROJECT/FSV PERMIT NO.: _____________________
PLAN REVIEWER: _________________________________PEER REVIEWER: ________________________________
Y:\Public Services New\Plan Check Center - Sharepoint\Reference Project (FSV)\FSV Plan Check List 2018 REV 01.docx
II. KEY MAP SHEET (continued)
1ST
Check
2nd
Check
3rd
Check
4th
Check
Comments
C. As-Built information including:
1. OWD As-Built Project #
2. Recycled Water Pressure Zone, pipe
type and size.
3. Potable Water Pressure Zone, pipe
type and size.
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III. ALL SHEETS
1ST
Check
2nd
Check
3rd
Check
4th
Check
Comments
A. Medium
1. 8.5"x11" in size conforming to
District format
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B. Signed and Stamped by the
Engineer-of-Work, date of
expiration of registration adjacent
to signature.
C. Consecutively numbered with
total number of sheets.
D. Lettered in a neat and legible
style, no hand lettering smaller
than 1/8" and no machine
lettering smaller than 1/10”.
E. OWD Project# shown on bottom
right corner of the plan.
OTAY WATER DISTRICT
FIRE SERVICE PLAN CHECKLIST
PROJECT NAME: ___________________________________PROJECT/FSV PERMIT NO.: _____________________
PLAN REVIEWER: _________________________________PEER REVIEWER: ________________________________
Y:\Public Services New\Plan Check Center - Sharepoint\Reference Project (FSV)\FSV Plan Check List 2018 REV 01.docx
III. ALL SHEETS (continued)
1ST
Check
2nd
Check
3rd
Check
4th
Check
Comments
F. OWD FSV permit# shown at
bottom right side corner of the
plan.
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G. North Arrow Shown.
H. Standard
symbols/abbreviations per WAS
WI-06.
IV. PLAN SHEETS
1ST
Check
2nd
Check
3rd
Check
4th
Check
Comments
A. Thrust/Anchor blocks shown
or called out at all locations and
sized in conformance with WAS
Design Guideline 5.2.
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B. Material Information Table –
Including:
1. Station numbers
2. Pipe type, size, class, and lengths
3. RPDA/RP Size and Type
4. Site Elevation
C. WAS Standard Details called
out where applicable including
WF-05, WR-01/02, WS-01/02,
WV-01/02/03, WT-01/02.
OTAY WATER DISTRICT
FIRE SERVICE PLAN CHECKLIST
PROJECT NAME: ___________________________________PROJECT/FSV PERMIT NO.: _____________________
PLAN REVIEWER: _________________________________PEER REVIEWER: ________________________________
Y:\Public Services New\Plan Check Center - Sharepoint\Reference Project (FSV)\FSV Plan Check List 2018 REV 01.docx
IV. PLAN SHEETS (continued)
1ST
Check
2nd
Check
3rd
Check
4th
Check
Comments
D. Drawings are uncluttered,
legible and easy to understand.
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E. RPDA location per WAS WF-05.
RP location per WAS WR-01/02.
F. Wet tap locations is 10’ away
from sewer laterals.
G. Lateral location is 3’ away from
any joints.
H. Flanged Resilient Wedge Gate
Valves called out on all new lateral
locations.
I. Design conforms to WAS Design
Guideline 5.4.
J. Horizontal separation between
Recycled or Sewer laterals is a
minimum 5’.
K. Potable lateral lines have a
minimum 3.5 feet of coverage.
Recycled lateral lines have a
minimum 4.5 feet of coverage.
L. Profile view is included when
making elevation changes.
OTAY WATER DISTRICT
FIRE SERVICE PLAN CHECKLIST
PROJECT NAME: ___________________________________PROJECT/FSV PERMIT NO.: _____________________
PLAN REVIEWER: _________________________________PEER REVIEWER: ________________________________
Y:\Public Services New\Plan Check Center - Sharepoint\Reference Project (FSV)\FSV Plan Check List 2018 REV 01.docx
IV. PLAN SHEETS (continued)
1ST
Check
2nd
Check
3rd
Check
4th
Check
Comments
M. Profile view shows min. 12
inches separation between
utilities at crossings with potable
line routed over non-potable
systems.
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N. Lateral lines are shown
perpendicular to the main line.
O. Note: Pressure Reducing Valves
are required at all locations with
150psi or greater and in the Otay
Mesa area.
P. Locations of potential conflicts
with other utilities (such as dry
utilities) are clearly shown and
addressed in the design.
V. MISCELLANEOUS
1st
Check
2nd
Check
3rd
Check
4th
Check Comments
A. Installation and materials for
all proposed systems conform to
the Water Agencies Standards
Specifications, Details, and
Approved Material List.
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B. All appurtenances fronting the
site that are not being used are
called out for deletion at the
mainline.
OTAY WATER DISTRICT
FIRE SERVICE PLAN CHECKLIST
PROJECT NAME: ___________________________________PROJECT/FSV PERMIT NO.: _____________________
PLAN REVIEWER: _________________________________PEER REVIEWER: ________________________________
Y:\Public Services New\Plan Check Center - Sharepoint\Reference Project (FSV)\FSV Plan Check List 2018 REV 01.docx
V. MISCELLANEOUS (continued)
1st
Check
2nd
Check
3rd
Check
4th
Check Comments
C. Fire systems are designed to
operate independent of domestic
water and/or recycled water
systems.
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D. Domestic water systems are
designed to operate independent
of fire water and/or recycled
water systems.
E. Fire systems and domestic
water systems are designed as
standalone systems and are
intended to supply only one
property. The private system/s
shall not include stub outs for
future points of connections for
adjacent lots.
END