BLD201904940� EDA�,
PHONE: (425) 771-0220 - FAX: (425) 771-0221
CITY OF EDMONDS
121 5TH AVENUE NORTH -EDMONDS, WA 98020
117 C
STATUS: ISSUED 06/07/2019 Pennit#: BLD20190494�
BUILDING PERMIT
Expiration Date: 06/07/2020 Project Address: 22019 1UGHWAY 99, EDMONDS
Parcel No: 270429003 0 1900
P&*?AkTYOWN_rx'
APPLICANT
CONTRACTOR
BEHAR BUILDING
BEHAR BUILDING
WILCOX CONSTRUCTION
C/O HELENE BEHAR
CIO HELENE BEHAR
C/O MATTHEW LESSARD
1000 SECOND AVE STE 3230
1000 SECOND AVE STE 3230
234 5TH AVE S
SEATTLE, WA 98104
SEATTLE, WA 98104
EDMONDS, WA 98020-
(206) 233-1999
(206) 233-1999
(425) 774-4187
LICENSE #: WILCOC* 19400 EXP: 12/10/2019
TNSTA LL 1,500 GA LLO_JN GREA SE INTERCEPTOR
VALUATION: $0
PERMIT TYPE: Commercial
PERMIT GROUP: 47 - Plumbing
GRADING: N CYDS: 0
TYPE OF CONSTRUCTION -
RETAINING WALL ROCKERY:
OCCUPANT GROUP:
OCCUPANT LOAD:
FENCE: 0 X 0 FT.)
CODE:
IOTHER: ------- OTHER DESC:
IZONE:
INUMBER OF STORIES: 0
IVESTED DATE:
INUMBER OF DWELLING UNITS: 0
ILOT #-
E.XISTING AREA
BASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0
PRO PO S ED ARL,�
BASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR 0
3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER� 0 _f3RD
FLOOR: 0 GARAGE 0 DECK: 0 OTHER: 0
BEDROOMS: 0 BATHROOMS: 0
1BEDROOMS: 0 BATHROOMS: 0
FRONTSErBACK SIDESErBACK REARSEYBACK
REQUIRED� PROPOSED: 7�IMQUIRED: PROPOSED: IREQUIRED: PROPOSED:
HEIGHT ALLOWED:O PROPOSED 0 IREQUIRED: PROPOSED:
SETBACK NOTES:
I AGREE TO COMPLY WITHCFFY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO
PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION
INSURANCE AND RCW 18:27.
THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OFJHIS/HfcR DEPUTY AND ALL FEES ARE PAID.
6-7- kc),
5@f"Ture Print Name Date Relbased By Date
ATTENTION
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECT70N HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF
OCCUPANCY HAS BEEN GRANTED. UBC109/IBCI 10/ IRCI 10.
= FIRE
= APPLICANT = ASSESSOR �2(Cny
1.0
STATUS: ISSUED
BLD20190494
• Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of
the building or structure. Check thejob card for all required City inspections including final project approval and final
occupancy inspections.
• Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") from
adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing
fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable.
• Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been
specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision
of city code or state law does not approve any items not to code specification.
• Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits
of ECC Cbapter 5.30 only during the hours of 7:00am to 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding
Sundays and Federal Holidays. At all othertimes the noise originating from construction sites/activities must comply with the
noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120.
• Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold
harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of
whatever nature, arising directly or indirectly fromthe issuance for this permit. Issuance of this permit shall not be deemed to
modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance
provision.
THIS PERMITAUTHORIZ_ES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY
CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT
TIME LIMIT: SEE ECDC 19.00.005(A)(6)
BUILDING
ENGINEERING (425) 771-0220 EXT. 1326
1. Go to: www.edmondswa.gov
Building Department Inspections
2. Then: SeNces
are now scheduled online. If you
FIRE (425) 775-7720
3. Then: Perm its/Development
have difficulties, please call the
4. Then: Online Permit Info
Building Department front desk for
PUBLIC WORKS (426) 771-0236
5: If you don't have one already, create a
assistance during office hours.
login (upper right hand corner)
(425) 771-0220
RECYCLING (425) 275-4801
6: Schedule your inspection
When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection
— being requested, Contact Name and Phone Number, Date Preferred, and whether you prefer morning or afternoon.
0 E-Grease Interceptor - Pretreatment
Authentisign ID: 7B64DF6E-DI41.410E-A97F-678CF33087CO
nV__LPA,, BUILDING PERMIT
'Ile. IS 9V
APPLICATION
Development Services
Building Division
121 5th Ave N / Edmonds, WA 98020
425.771.0220
For handouts, submittal requirements, permit status and inspection
scheduling information go to: http://www.edmondswa.gov/
JOB SITE INFORMATION/LOCATION: (Where the work is taking place)
Job Site Address: 22019 HWY 99, Edmonds, WA 98020
Parcel: 27042900301900
Lot /Unit/Suite #: Subdivision:
PROPERTY OWNER:
Name: Helene Behar
MailingAddress: 1000 2" Avenue #3230
City/State/Zip: Seattle, WA 98104
Phone #: 206-233-1999
Email: HeleneABeharCompany.com
OWNER INSTALLATION: *If yes, read and sign*
Will work be performed by the property owner? 0 Yes OX No
I own, reside in, or will reside in the completed structure.
This installation is being made on property that I own which is
not intended for sale, lease, rent, or exchange according to
RCW 18.27.090. AutheM�,;P,
Owner Signature:
1 502019 3:28:40 PM PDT
APPLICANT / CONTACT INFORMATION:
Name of Applicant: HeleneBehar
MailingAddress: 10002" Avenue #3230
City/State/Zip: Seattle, WA 98104
Phone #: 206-233-1999
E-mail: Helene@BeharCompany.com
GENERAL CONTRACTOR: (if different from applicant)
General Contractor: Wilcox Construction, Ino.
Mailing Address: 234511 S.
City/State/Zip: Edmonds, WA 98040
Phone #: 425-774-4187
E-mail: mhart@wilcoxconstrution.com
WA STATE CONTRACTOR L & I # (CCB) & EXPIRATION DATE:
CITY OF EDMONDS BUSINESS LICENSEM
Office Use Only
Permit #: b�,,FV0j9,oqcjq
TYPE OF PERMIT (Provide
El Accessory Structure/
Detached Garage
Details on Page 2)
0 Addition
0 Demolition
0 Mechanical
El New Single Family/ Duplex
OX Plumbing
0 Fire Sprinkler
0 Remodel
ONew Commercial/ Mixed Use
0 Re -Roof
0 Signs
0 Tank
OTenant Improvement
0 Other
Remodel Permit fees are based on:
The value of the work performed. Indicate the value (rounded to
the nearest dollar) of all equipment, materials, labor, overhead,
and the profit for the work indicated on this application.
Valuation:
PROPOSED NEW SQUARE FOOTAGE FOR THIS APPLICATION
Basement sq ft: Finished 0 Unfinished El
Ist Floor, sq ft:
2nd Floor, sq ft:
Garage/Carport:, sq ft:
Deck/Covered Porch/Patio:
Other sq ft:
PROJECT DESCRIPTION
1,500 Gallon Grease lnterccptor
I certify that the information I have provided on this form/application is true,
correct and complete, and that I am the property owner or duly authorized
agent of the property owner to submit a permit application to the City of
Edmonds.
Print Name: Helene Behar
AvtFwn-R;�iN
a�5/0212019
Signature: Wdl. 25dwIle, —D e
Authentisign ID: 7B64DF6E-DI41-410E-A97F-678CF33087CO
GENERAL COMMERCIAL DATA
Occupancy Group(s): Occupant Load(s):
Type(s) of Construction: wood
Fire Sprinklers: Yes El No EIX
WA STATE ENERGY CODE: If your project affects the building envelope,
mechanical systems, and/or lighting, you must complete the
appropriate WSEC forms.
DEFERRED SUBMITTALS: All commercial building permits that will require
associated plumbing, mechanical, fire sprinkler, and/or fire alarm
permits are applied for separately.
TI / CHANGE OF USE / NEW BLDG: Include TRAFFIC IMPACT worksheet
MECHANICAL EQUIPMENT COUNTS (New and Relocated)
BTUs Gas Elec Other Qty
A/C Unit /Compressor
Air Handler /VAV
Boiler
Dryer Duct
Exhaust Fans
Fireplace
Furnace
Heat Pump Unit
Hydronic Heating
Roof Top Unit (Provide eleva-
tions if a Commercial Bldg)
Other:
PLUMBING FIXTURE COUNTS (New, Relocated or re -piped)
Qty Qty
Clothes Washer
Tub/ Showers
Dishwasher
Backflow Device (RPBA, DCDA, AVB)
Drinking Fountain
Pressure Reduction/ Regulator Valve
Floor Drain/Sink
Refrigerator Water Supply
Hose Bibs
Water Heater - Tankless? Y or N
Hydronic Heat
Water Service Line
Sinks
Other: Grease Interceptor
Toilets
Other:
GAS/FUEL CONNECTION COUNTS (New, Relocated or re -piped)
BTUs QtV BTUs Qty
A/C Unit
Outdoor BBQ / Fire pit
Boiler
Stove/Range/Oven
Dryer
Water Heater
Fireplace/ Insert
Other:
Furnace Other:
MEDICAL GAS, AIR VACUUM COUNTS
(New, Relocated or re -piped)
Qty Dty
Carbon Dioxide
Nitrous Oxide
Helium
Oxygen
Medical Air
Other:
Medical - Surgical Vacuum
Other:
DEMOLITION
Type of structure to be demolished:
Square footage of structure to be demolished:
AHERA Survey done? Y / N
PSCAA Case #:
Critical Areas Determination:
Study Required El Conditional Waiver [I Waiver El
Fill in Place El Fill Material:
Removal El
Size of Tank (Gallons)
Critical Areas Determination:
Study Required El Conditional Waiver 0 Waiver El
GRAD E/Fl LL/ EXCAVATE
Grading: Cut —cubic yards
Fill_cubic yards
Cut/ Fill in Critical Area: Yes El No El
GENERAL PROVISIONS
APPLICATIONS: Applications are valid for a maximum of 1 year.
ESLHA Applications, 2 years.
LICENSING: All contractors and subcontractors are required to be licensed
with Washington State Department of Labor & Industries and have a
current City of Edmonds Business License.
RECEIVED
CITY OF EDMONDS
1-�y o 2 2019
DEVELOPMENT SEWCES CTR-
CITY OF EDMONDS
Grease Removal Equipment Application
Business Name:
Address:
Business Owner:
Contact Perso
"11-
Days/Hours of Operation: - I
ite No.:
"-Y\ PV�.�
Total Number of Meals Served Per Peak Hour (assume all seats filled): 511-A -f— 20
Number of Seats: Dining: 15� Lounge/Bar: —Banquet Rooms: Deck/Patio:
Building Occupancy Permit Capacity: Health Dept. Permit Capacity
Inventory of Kitchen Equipment and Plumbing Fixtures for this Establishment: (Grills,
burners, ovens, hoods, deep fat fryers, wok stations, soup kettles, sinks, pre -wash sinks,
dishwashers, disposers, mop sinks, floor drains, etc.) �)t_cV J;,4 0%WAM
What proportion, if any, of the dishware used is of the disposable type?
How is waste oil/grease handled, stored, and recycled/disposed?
Estimate gallons of waste oil/grease produced per month:
If recycled, by which company?
How are vent hoods cleaned and where does the cleaning waste go?
Contact the Pretreatment Technician at 425-672-5755 to discuss the type and
size of equipment you must install, and then complete the appropriate
accompanying worksheetfor either a Grease Interceptor or a Grease Trap.
[Rev. Oct 2015 (fees)]
Le IWM
161QK
BARGREEN
I ELLINGSg.NJ
Quote
05/15/2015
Project:
Ezell's Bellevue Bargreen Ellingson- Tacoma
RECEIVED Jason Stratton
6626 S. Tacoma Mall Blvd.
CITY
MAY 02 2019 Tacoma, WA 98409-
COPY
(253)475-9201
DEVELOPMENT SERVICES OTN253)475-9201 (Contact)
CITY OF EDMONDS
Item Qty
Description Sell
Sell Total
GARBAGE COUNTER
By others
2 1 ea
ICE CUBER $2,859.62
$2,859.62
Hoshizaki Model No. KMD-460MAH
Ice Maker, Cube -Style, air-cooled, self-contained condenser, up to 457
MIRY
lbs. capacity per 24 hours, stainless steel finish, crescent cube style, R-
Tmw
i4t
404A refrigerant, 115v/60/1-ph, 15.0 amps, ENERGY STAR'
1 ea
3-Year parts & labor on entire machine
1 ea
5-Year parts & labor on evaporator
1 ea
H9320-51 Water Filtration System, single configuration
3
SODA DISPENSER
By others
4
TEA BREWER
By others
5
BEVERAGE COUNTER
By others
6
SPARE NO.
7
SPARE NO.
8
FRONT COUNTER
By others
9
POS
By others
10 1 ea
REACH -IN UNDERCOUNTER REFRIGERATOR $2,450.00
$2,450.00
Hoshizaki Model No. CRMR72
-
Series Undercounter Refrigerator, reach -in, three section,
owCommercial
21.25 cu.ft., self-contained refrigeration system, stainless steel exterior
front, sides & top, solid hinged doors, (3) adjustable shelves, (4) 4" stem
casters (2 with brakes), R-134A refrigerant, 1/5 hp
I ea
3-Year parts & labor on entire machine
I ea
5-Year parts on compressor
1 ea
115v/60/1-ph, 4.2 amps, NEMA 5-15P
11 1 ea
SNEEZE GUARD $1,975.00
$1,975.00
Skilfab Sheet Metal Model No. CUSTOM
To fabricate 1 only U shaped sneeze guard, 24" tall, 1/4 plexy glass.
Note: Budget pricing only. Please verify O.A. height. Pricing subject to
Initial:
Ezell's Bellevue
Page 1 of 18
Bargreen Ellingson- Tacoma
0511512015
Item Qty Description Sell Sell Total
change once more information is available.
12 1 ea REFRIGERATED BACKBAR CABINET
Perlick Corporation Model No. BBS84
Refrigerated Back Bar Cabinet, three section, 84"W, self-contained
refrigeration, (24.8) cu.ft. internal volume, front vented, stainless steel
top & sides, (3) hinged doors with locks, stainless steel interior,
galvanized steel back, (2) vinyl -coated shelves per door, digital
thermostat, LED interior lighting, door locks, automatic evaporator
condensate, pull-out condensing unit, floor drain included, R134a, NSF,
cULus
1 ea 120v/60/1-ph, 6.3 amps, NEMA 5-15P
1 ea 5 yr. compressor warranty, 1 yr. parts & labor warranty
1 ea Standard refrigerator thermostat
I ea Stainless steel top - no tapping holes
1 ea Condensing unit location: Left
1 ea End finish: Stainless steel, unfinished, both sides, std.
1 ea Condensing unit cover finish: Black vinyl coated
1 ea Door type, first: black vinyl
1 ea Door hinge location, first: Left
1 ea Door handle, first: full length stainless steel handle
1 ea Shelving style, first: flat shelving
1 ea Door type, second: black vinyl
I ea Door hinge location, second: Left
1 ea Door handle, second: full length stainless steel handle
1 ea Shelving style, second: flat shelving
1 ea Door type, third: black vinyl
1 ea Door hinge location, third: Left
1 ea Door handle, third: full length stainless steel handle
1 ea Shelving style, third: flat shelving
1 ea White LED
13 SPARE NO.
$3,457.11 $3,457.11
14 1 ea WORK COUNTER $3,218.75 $3,218.75
Skilfab Sheet Metal Model No. CUSTOM
To fabricate 2 each warmer units, 7' 6" x 24". Miter right side.
15 lea WAFFLE BAKER
Wells Model No. WB-lE
Waffle Baker, single round waffle grid, cast aluminum grids, user -
adjustable digital time/temp controls, audible alarm, stainless steel
construction, UL, NSF, CE
lea 1 year parts& labor warranty, standard
lea 120v/60/1-ph, 900w, 7.5 amps, NEMA 5-15P
16 2 ea BUILT-IN WARMING DRAWER
$675.00 $675.00
$1,800.00 $3,600.00
Ezell's Bellevue
Initial:
Page 2 of 18
Bargreen Ellingson- Tacoma
0511512015
Item Qty Description Sell Sell Total
Wells Model No. RW-26HD
Heavy Duty Food Warming Drawer Unit, built-in, two drawers, capacity
approximately 8 dozen rolls/drawer, humidity and thermostat controls,
stainless steel construction, cULus, CE
2ea 21534 120v/60/1-ph, 900 watt, 7.5 amp, direct
17 1 ea PERFORATED STEEL
MENU BOARD
Specialty Wood Manufacturing Model No. CUSTOM
Supplied by others
PERFORATED STEEL
MENU BOARD W/ STEEL ANGLE
FRAME. APPROX. 30" X 18'W/ LED
LIGHTS ON (1) SIDE AND BOTH
ENDS. RUSTED FINISH W/ CLEAR
COAT. MENU BOARDS BY
OTHERS. INSTALLED.
18 1 ea
WALL TRIM
$998.12 $998.12
Skilfab Sheet Metal Model No. CUSTOM
Custom stainless wall and end caps center wall.
19 4 ea
CHICKEN PAN
$165.00 $660.00
Skilfab Sheet Metal Model No. CUSTOM
To fabricate 4 each pans for chicken holding 21" x 22", 16 ga s/s, grate by
others
20 1 ea
WORK COUNTER
$3,910.00 $3,910.00
Skilfab Sheet Metal Model No. CUSTOM
To fabricate 1 only work counter/ chicken board. 4' 10" x 5' 2" front to
back top. Top 1 piece.
Cabinet 2 pieces. Bottom and middle shelf.
21 2 ea
HEAT LAMP
$931.55 $1,863.10
Hatco Model No. GRAIHL-54D3
Glo-RayO Infrablack Foodwarmer, high wattage with lights, tubular
metal heater rod, double heater housing 3" spacing, aluminum
construction, 2740 watts
1 ea NOTE: Sale of this product must comply with Hatco's Minimum Resale
Price Policy; consult order acknowledgement for details
1 ea NOTE: Includes 24/7 parts & service assistance, call 800-558-0607
2 ea One year on -site parts and labor warranty, plus one additional year
parts only warranty on all Glo-Ray metal sheathed elements
2 ea 120v/60/1-ph
2 ea RMB-71 Remote Control Enclosure, (2) toggle switches, (2) indicator
lights (for 120 volt only)
22 1 ea OVERSHELF $1,997.88 $1,997.88
Skilfab Sheet Metal Model No. CUSTOM
To fabricate 2 each over shelves. 14 clear between shelves. 4' 10" x 28"
Initial:
Ezell's Bellevue Page 3 of 18
Bargreen Ellingson- Tacoma 0511512015
Item City Description Sell Sell Total
with solid ends. 16 gas/s shelves. 18 ga s/s ends.
23 1 ea DROP -IN SINK $216.88 $216.88
Eagle Group Model No. SR10-14-9.5-1
Drop -In Sink, one compartment, self -rimming, 10"Wide x 14" front -to -
back x 9-1/2" deep bowl, 18/304 stainless steel, #302004 deck mounted
gooseneck faucet, 3-1/2"Drain hole, basket drain, mounting hardware,
NSF
I ea Faucet hole punched on 4" centers, standard
1 ea Standard faucet
24 1 ea WORK COUNTER $2,750.00 $2,750.00
Skilfab Sheet Metal Model No. CUSTOM
To fabricate I only work counter, 10' 3" x 24" with cutout for Item 25 and
Item 23. Splash
around sink. Bottom shelf. Skirt in front of Item 25 cabinet base. Middle
shelf between Item 25 and Item
23.
Note: Faucet and drain provided/installed by others.
25 1 ea HOT FOOD SERVING COUNTER $1,699.00 $1,699.00
Randell Model No. 3514-120
Hot Food Table, electric, 120V, 63" L, 30" D, 36" H, individual die -
stamped (4) 12" x 20" top openings, open well with exposed element
(requires spillage pan to use wet), individual thermostatically
controlled, stationary modular, open shelf base, stainless steel top &
ends, full length 8" D NSF workboard & stainless steel 7" D plate shelf,
6" adjustable legs
1 ea (1) year parts, (90) days labor warranty, standard
1 ea 120v/60/1-ph, 3.0 kw, 25amps, NEMA 5-50P, standard (4 x 750 watt
elements)
26 2 ea SHEET PAN HOLDERS FOR CENTER WALL $587.65 $1,175.30
Skilfab Sheet Metal Model No. CUSTOM
Custom 3 tier sheet holders.
26.1 2 ea STAINLESS SHELF TO HOLD BUN PANS $215.00 $430.00
Skilfab Sheet Metal Model No. CUSTOM
24" x 24" pan to hold item 101
27 1 ea REFRIGERATED SANDWICH UNIT $2,366.83 $2,366.83
Hoshizaki Model No. (CRMR48-12)
Commercial Series Sandwich Top Refrigerator, reach -in, two section,
13.66 cu.ft., self-contained refrigeration system, (12) 1/6 pan capacity,
F9 1/2" thick white polyethylene cutting board, stainless steel exterior
front, sides & top, solid hinged doors, (2) adjustable shelves, (4) 6" stem
casters (2 with brakes), R-134A refrigerant, 1/6 hp
1 ea 3-Year parts & labor on entire machine
1 ea 5-Year parts on compressor
1 ea 115v/60/1-ph, 2.9 amps, NEMA 5-15P
28 SPARE NO.
29 SPARE NO.
30 1 ea GARBAGE COUNTER $925.00 $925.00
Initial:
Ezell's Bellevue Page 4 of 18
Bargreen Ellingson- Tacoma
0511512015
Item MY Description Sell Sell Total
Skilfab Sheet Metal Model No. CUSTOM
Stainless top and open below for garbage can.
Note: Faucet and drain provided/installed by others.
31 2 ea REFRIGERATED WORK TOP
Hoshizaki Model No. CRMR48-W
Commercial Series Worktop Refrigerator, reach -in, two section, 13.66
cu.ft., self-contained refrigeration system, stainless steel exterior front,
sides & top, solid hinged doors, (2) adjustable shelves, (4) 6" stem
casters (2 with brakes), R-134A refrigerant, 1/6 hp, ENERGY STARO
2 ea 3-Year parts & labor on entire machine
2 ea 5-Year parts on compressor
2 ea 115v/60/1-ph, 2.6 amps, NEMA 5-15P
$2,088.28 $4,176.56
32 4 ea BREADING STATION $1,095.00 $4,380.00
Skilfab Sheet Metal Model No. CUSTOM
Breading station
33 2 ea CUTTING BOARDS $70.00 $140.00
Custom Model No. CUTTING BOARDS
Made for all worktop refers
34 1 ea TIMER
Prince Castle Model No. 740-T8
Timer, Electric, 8-channel, single function, bold LCD readout, 10 ft. cord,
"fat plug" transformer, 120v/60/lph, .083 amps, NEMA 5-15P cUL, UL
$473.75 $473.75
35 1 ea FILLER TABLE $907.09 $907.09
Skilfab Sheet Metal Model No. CUSTOM
To fabricate filler table, 18" wide x 32" deep. 16 ga s/s. On legs with
spreaders. Garbage can
under.
36 1 ea HALF SIZE PROOFER HOLDING CABINET $2,175.00 $2,175.00
Metro Model No. C515-CFC-L
C51m 1 Series Heated Holding & Proofing Cabinet, mobile, 1/2 height,
non -insulated, clear polycarbonate door, removable bottom mount
control module, thermostat to 1902F, lip load slides on 1-1/2" centers
(17) 18" x 26" pan capacity, 5" casters (two with brakes), aluminum,
120v/60/1-ph, 2000 watts, 16.7 amps, NEMA 5-20P, UL, CUL, NSF
37 1 ea HOOD #2 - OVEN
Captive -Aire Model No. 5424ND-2-PSP-F
5424ND-2-PSP-F - 3ft 6" Long Exhaust -Only Wall Canopy Hood with Front
Perforated Supply Plenum with Built-in 3" Back Standoff
- 430 SS Where Exposed
- FILTER - 16" tall x 16" wide Kleen-Gard Stainless Steel Baffle Filter with
Handles and Bottom Hanging Hook, UL Classified
- L55 Series E26 Canopy Light Fixture - High Temp Assembly, Includes
Clear Thermal and Shock Resistant Globe (L55 Fixture), Bulbs By Others
- EXHAUST RISER - Factory installed 8" X 7"
- SUPPLY RISER - 12"x 20" Supply Riser with Volume Dampers
- 1/2 Pint Grease Cup New Style, Flanged Slotted
$2,547.13 $2,547.13
Ezell's Bellevue
Initial:
Page 5 of 18
Bargreen Ellingson- Tacoma
0511512015
Item QtY Description Sell Sell Total
- LEFT END STANDOFF (FINISHED) 1" Wide 54" Long Insulated
- RIGHT END STANDOFF (FINISHED) 1" Wide 54" Long Insulated
- INSULATION FOR TOP OF HOOD
- INSULATION FOR BACK OF HOOD
- RIGHT VERTICAL END PANEL 27" Top Width, 21" Bottom Width, 80" High
Insulated 430 SS
- LEFT VERTICAL END PANEL 27" Top Width, 21" Bottom Width, 80" High
Insulated 430 SS
37.1 1 ea
FAN #1 DU 180H FA - EXHAUST FAN (KEF-1) $1,157.10 $1,157.10
Custom Model No. DU180HFA
DU180HFA High Speed Direct Drive Centrifugal Upblast Exhaust Fan
with, disconnect switch and 18-3/4" wheel.
Exhaust Fan handles 3500 CFM @ -1.300" wc ESP, Fan runs at 1254 RPM.
Exhaust Motor: 2.000 HP, 3 Phase 208 V, 60Hz, 6.8 FLA, ODP (Open Drip
Proof)
- Grease Cup for kitchen -duty centrifugal exhaust fans,
Box Dimensions 15-3/4 L X 5-1/16 W X 3-3/4 H (18 GA.) (includes Down
Spout)
- KEF-1 Curb CRB26.5x2OE On Fan # 11.000:12.000 Pitch
- Hinged Base for Curb. Standard Hinge attached to curb. Used on Fans
with wheels 20 inches or smaller. 12 GA Galvanized.
- Vented Base for Curb
38 1 ea
CONVECTION OVEN $11,387.26 $11,387.26
Blodgett Oven Model No. ZEPH-200-G DBL
Zephaire Convection Oven, gas, double -deck, bakery depth, capacity (5)
18" x 26" pans per compartment, solid state manual controls, two speed
fan, flue connector, dependent glass doors, interior light, stainless steel
front, sides and top, 6" stainless steel legs, 120,000 BTU, ETL, CE, NSF
I ea
(2) year parts, (1) year labor and (3) year door warranty (parts only),
standard
1 ea Gas type to be determined
1 ea (2) 115v/60/1-ph, 6.0 amps, cord & plug, 1/3 hp, standard
1 ea Top Deck: Standard Controls: Solid -State Manual control
1 ea Bottom Deck: Standard Controls: Solid -State Manual control
1 ea Draft diverter or Draft hood must be selected below
1 ea 4" low profile casters (set)
39 1 ea
WALL FLASHING & HOOD CLOSURE PANELS.
$5,798.78 $5,798.78
Skilfab Sheet Metal Model No. CUSTOM
To fabricate 1 lot s/s wall flashing behind 37, 46, 52, and hood
enclosures. Also 18" past wall,
behind hood and 18" on ceiling around hood.
40 2 ea
FRYER BATTERY, GAS
$20,306.72 $40,613.44
Pitco Frialator Model No. 4-SG14 S/FD
Solstice Prepackaged Fryer System with Solstice Filter Drawer System,
gas, (4) 50 lb oil cap. full tanks, millivolt controls, stainless steel tank,
front & sides, under -fryer drawer filtration, total 440,000 BTU (-FFFF)
1 ea
Natural gas
2 ea
115v/60/1, 7.0 amps, 1/3 hp, N EMA 5-15P
2 ea
B3901504 Casters, 9" adjustable swivel non -lock rear & lock front
Initial:
Ezell's Bellevue
Page 6 of 18
Bargreen Ellingson- Tacoma
0511512015
Item Qty
Description
Sell Sell Total
casters, for battery of (4) Solstice gas and electric fryers, batteries and
retherms
41 1 ea
EQUIPMENT STAND, REFRIGERATED / FREEZER BASE
$4,775.00 $4,775.00
Randell Model No. FX-1CSRE
FX Series Flexible Refrigerator or Freezer Chef Stand, 39" W, 3.0 cubic
re
feet, single drawer with removable ABS insert, self-contained
refrigeration with electronic control (40' refrigerator, 0* freezer),
stainless steel finished top, front, sides & interior, casters, UL, NSF, cUL
1 ea
(1) year parts, (90) day labor & (1) year compressor warranty, standard
1 ea
115v/60/1-ph, 3.9 amps, NEMA 5-15P, standard
42 1 ea
'COUNTERTOP GRIDDLE
$1,801.80 $1,801.80
Vulcan Model No. VCRG24-T
Griddle, gas, countertop, 24" W x 20-1/2" D x 1" thick polished steel
griddle plate, top seam welded, embedded mechanical snap action
thermostat every 12", millivolt pilot safety, manual ignition, low
profile, stainless steel front, sides, front top ledge, front grease trough,
grease can, heavy gauge 4" back & tapered side splashes, 4" adjustable
legs, 50,000 BTU, CSA, NSF
1 ea
1 year limited parts & labor warranty, standard
1 ea
Natural gas (add -1 suffix) (specify elevation if over 2,000 ft.) (LP gas
conversion kit supplied with unit)
43 1 ea
CUSTOM FILLER NE)(T TO GRIDDLE
$335.37 $335.37
Skilfab Sheet Metal Model No. CUSTOM
To fabricate 1 only 12" x 30" spacer. Clip on griddle. 16 ga s/s. 2 brackets.
44
SPARE NO.
45
SPARE NO.
46 1 ea
HOOD
$5,330.33 $5,330.33
Captive -Aire Model No. 5424ND-2-PSP-F
5424ND-2-PSP-F - 14ft 0" Long Exhaust -Only Wall Canopy Hood with
Front Perforated Supply Plenum with Built-in 3" Back Standoff
- 430 SS Where Exposed
- FILTER - 16" tall x 16" wide Kleen-Gard Stainless Steel Baffle Filter with
Handles and Bottom Hanging Hook, UL Classified
- L55 Series E26 Canopy Light Fixture - High Temp Assembly, Includes
Clear Thermal and Shock Resistant Globe (L55 Fixture), Bulbs By Others
- EXHAUST RISER - Factory installed 10" X 16"
- SUPPLY RISER - 12"x 24" Supply Riser with Volume Dampers
- 1/2 Pint Grease Cup New Style, Flanged Slotted
- LEFT END STANDOFF (FINISHED) 1" Wide 54" Long insulated
- RIGHT END STANDOFF (FINISHED) 1" Wide 54" Long Insulated
- LEFT QUARTER END PANEL 23" Top Width, 0" Bottom Width, 23" High
430SS
- INSULATION FOR TOP OF HOOD
- INSULATION FOR BACK OF HOOD
- RIGHT VERTICAL END PANEL 27" Top Width, 21" Bottom Width, 80" High
Insulated 430 SS
Initial:
Ezell's Bellevue Page 7 of 18
Bargreen Ellingson- Tacoma
0511512015
Item MY Description Sell Sell Total
46.1 1 ea FAN #2 DU33HFA - EXHAUST FAN (KEF-2) $950.00 $950.00
Captive -Aire Model No. DU33HFA
DU33HFA High Speed Direct Drive Centrifugal Upblast Exhaust Fan with
speed control (speed control included for single phase only),
disconnect switch and 11-3/4" wheel.
Exhaust Fan handles 612 CFM @ -0.400" wc ESP, Fan runs at 1166 RPM.
Exhaust Motor: 0.333 HP, 3 Phase 208 V, 60Hz, 1.6 FLA, ODP (Open Drip
Proof)
- Grease Cup for kitchen -duty centrifugal exhaust fans,
Box Dimensions 15-3/4 L X 5-1/16 W X 3-3/4 H (18 GA.) (includes Down
Spout)
- KEF-2 Curb CRB19.5X22E On Fan # 2 1.000:12.000 Pitch
- Hinged Base for Curb. Standard Hinge attached to curb. Used on Fans
with wheels 20 inches or smaller. 12 GA Galvanized.
- Vented Base for Curb
46.2 lea FAN #3 DU33HFA- EXHAUST FAN (KEF-2) $922.00 $922.00
Captive -Aire Model No. DU33HFA-1
DU33HFA High Speed Direct Drive Centrifugal Upblast Exhaust Fan with
speed control (speed control included for single phase only),
disconnect switch and 11-3/4" wheel.
Exhaust Fan handles 600 CFM @ -0.275" wc ESP, Fan runs at 1045 RPM.
Exhaust Motor: 0.333 HP, 3 Phase 208 V, 60Hz, 1.6 FLA, ODP (Open Drip
Proof)
- Gravity Back Draft Damper - with flange, damper is 15" sq., 2" deep,
O.D. of flange is 17" sq.
- Bird Screen - 1/2" X 1/2" (5" X 56") Wire Screen for Upblast &
Downblast Fans
DU/DR-25H/30H/33H, BDU/BDCR11, Galv after welded wire cloth.
- KEF-2 Curb CRB19.5X20E On Fan # 3 1.000:12.000 Pitch
47 1 ea PRE -PIPE HOOD SYSTEM .
taptive-Aire Model No. ANSUL-3.0/3.0/3-0
ANSUL-3.0/3.0/3.0 Ansul 9 gallon Fire System in Utility Cabinet (includes
pre -piped hood(s) with detection, tank(s), release mechanism,
microswitches and pull station).
Includes piping for hoods: 1, 2.
- MGVA2 GAS VALVE - 2" Mechanical Shutoff Valve (Ansul)(28-55610) -
Includes Upstream Strainer assembly
48 1 ea MUA UNIT ,
Captive -Aire Model No. A2-D.250-GI5
A2-D.500-G15 Direct Gas Fired Heated Make Up Air Unit with 15" Blower
Supply Fan handles 4240 CFM @ 0.400" wc ESP, Fan runs at 900 RPM.
Heater supplies 320544 BTUs. 70*F Temperature Rise. [Fuel: Natural Gas]
Supply Motor: 3.000 HP, 3 Phase 208 V, 60Hz, 9.5 FLA, ODP, Premium (E-
Plus3) Eff.
$3,410.66 $3,410.66
$5,845.00 $5,845.00
Initial:
Ezell's Bellevue Page 8 of 18
Bargreen Ellingson- Tacoma
0511512015
Item MY Description Sell Sell Total
Down Discharge - Air Flow Right -> Left
- Sloped Filtered Intake for Size #2 Modular Heater.
26.813" Wide X 53.625" Long X 31.313" High.
Includes 2" MV EZ Kleen Metal Mesh Filters.
- RTC Solutions * 40-90*F Discharge Temp Control
- Gas Manifold for DF2 GIVI - BTU 0 - 825001 - 7 in. w.c. - 14 in. w.c., No
Insurance Requirement (ANSI), BV250-88
- Cooling Interlock Relay. 24VAC Coil. 120V Contacts. Locks out burner
circuit when AC is energized.
- Motorized Back Draft Damper 22.75" X 24" for Size 2 Standard &
Modular Direct Fired Heaters w/Extended Shaft, Standard Galvanized
Construction, 3/4" Rear Flange, LF120S Actuator Included
- Low Fire Start. Allows the burner circuit to energize when the
modulation control is in a low fire position.
- Gas Pressure Gauge, 0-35", 2.5" Diameter, 1/4" Thread Size
- Gas Pressure Gauge, -5 to +15 Inches Wc., 2.5" Diameter, 1/4" Thread
Size
- Extra Set of V-Belts. Only to be ordered as fan option at time fan is
ordered.
- Separate 120VAC Wiring Package for Make -Up Air Units. Option must
be selected when mounting VFD in prewire panel or with DCV package.
Provides separate 120VAC input to supply fan. This 120V signal must be
run by electrician from DCV to mua switch.
- Freezestat With 10'Sensor. Factory set at 35*F and 10 minutes.
- Curb CRB31X79X20INS Insulated On Fan # 4 1.000:12.000 Pitch
49 2 ea HAND SINK
Eagle Group Model No. HSAND-10-F
Hand Sink, wall mount, 9-3/4" x 13-1/2" x 6-3/4" deep bowl, 304
stainless steel construction, includes deck mounted faucet, deep -drawn
seamless design -positive drain, inverted "V" edge, NSF
50 1 ea HOOD CONTROL STATION
Captive -Aire Model No. DCV-3111
DCV-3111 Demand Control Ventilation, wl 3 Exhaust Fans, 1 Supply Fan,
Exhaust on in Fire, Lights out in Fire, Fans modulate based on duct
temperature. INVERTER DUTY THREE PHASE MOTOR REQUIRED! Room
temperature sensor shipped loose for field installation.Verify distance
between VFD and Motor; additional cost could apply if distance exceeds
50 feet. Includes 4 Duct Thermostat kits.
- ESV371NO2YXI3571 - Variable Frequency Drive - 1/2 HP Max., 200/240 V,
Single or Three Phase Input, 2.4 A Max., NEMA 1 Enclosure, with 2RJ-45
FOR MODBUS
- ESV152NO2YXB571 - Variable Frequency Drive - 2 HP Max., 200/240 V,
Single or Three Phase Input, 7.0 A Max., NEMA I Enclosure, with 2RJ-45
FOR MODBUS
- ESV371NO2YXB571 - Variable Frequency Drive - 1/2 HP Max., 200/240 V,
Single or Three Phase Input, 2.4 A Max., NEMA I Enclosure, with 2RJ-45
FOR MODBUS
$232.47 $464.94
$4,276.54 $4,276.54
Ezell's Bellevue
Initial:
Page 9 of 18
Bargreen Ellingson- Tacoma
0511512015
Item Qty Description Sell Sell Total
- ESV222NO2YXI3571 - Variable Frequency Drive - 3 HP Max., 200/240 V,
Single or Three Phase Input, 9.6 A Max., NEMA I Enclosure, with 2RJ-45
FOR MODBUS
- 24 wide X 18 tall X 8.62 deep SS HINGED ELECTRICAL BOX NEMA 1 -
VENTED. Includes fan filter assembly.
-USED ON NEW SC -EMS CONTROL PANELS
- Digital Prewire Lighting Relay Kit. Includes hood lighting relay &
terminal blocks. Allows for up to 140OW of lighting each.
- Thermistor CABLE - 18/2 AWG GREEN WHITE, plenum rated. USED for
thermistor duct stat. Per Foot Price.
- CAT-5E CABLE - 25 Foot.
51 MOP SINK AND FAUCET
By others
52 1 ea HOOD #3 - KETTLE $1,172.44 $1,172.44
Captive -Aire Model No. 5424VHB-G-PSP-F
5424VHB-G-PSP-F - 3ft 0" Long Condensate Hood, w/ Full Perimeter
Gutter, With Perforated Supply Plenum - Front
- 430 SS - 100% Application I
- Fire Cabinet on the Right Side (Additional charges may apply for
cabinet if not sold with fire system)
- EXHAUST RISER - Factory installed 12" Diameter
- SUPPLY RISER - 12"x 24" Supply Riser with Volume Dampers
53
1 ea
KETTLE / POT FILLER FAUCETS
$179.14 $179.14
T&S Brass Model No. B-0594
Pot Filler Faucet, splash -mounted single valve, double -joint nozzle,
24%, with insulated off -on control valve at outlet, 1/2" IPS female inlet
54
1 ea
KETTLE, ELECTRIC, COUNTERTOP
$3,727.41 $3,727.41
... mw
Blodgett Steam Model No. 10E-KTT
Tilting Kettle, electric, countertop, 10 gallon capacity, manual tilt,
reinforced rim, temperature 150 to 2950 F, 2/3 steam jacketed body,
stainless steel construction, 50 PSI
I ea
1 Year parts & labor warranties, standard
1 ea
208v/60/1, 52.0 amps, 10.8 kW
55
1 ea
KETTLE DRAIN CART
$750.00 $750.00
Skilfab Sheet Metal Model No. CUSTOM
56
1 ea
WORK TABLE
$259.48 $259.48
Eagle Group Model No. T303013-13S-2X Packed 12 ea
7qB"
Series Work Table, 30"W x 30"D x 35-1/8"H, 16/430 stainless steel
top, 1-1/2"Dia. rolled edges on front, square turndown ends, 4-1/2"
backsplash, top reinforced with welded -on hat channel, Uni-Loke
gusset system, heavy gauge galvanized adjustable undershelf, 1-5/8"
diameter heavy gauge galvanized legs, 1" adjustable hi -impact plastic
feet, NSF (FLYER) (must order in quantities of 12 or more)
57
1 ea
SHELVING, WALL -MOUNTED
$46.22 $46.22
Initial:
Ezell's Bellevue Page 10 of 18
Bargreen Ellingson- Tacoma
0511512015
Item Qty Description Sell Sell Total
Eagle Group Model No. GW 1436C
Wire Wall Shelf Kit, 14" x 36", (1) wire shelf with patented QuadTruss'
design & (2) stationary wall mounts, chrome finish
58 4ea SHELVING, WALL -MOUNTED $49.99 $199.96
Eagle Group Model No. GWB1836C
Wire Wall Shelf Kit, 18" x 36", (1) wire shelf with patented QuadTrussO
design & (2) stationary wall mounts, chrome finish
59 1 ea ONE (1) COMPARTMENT SINK $919.28 $919.28
Eagle Group Model No. 412-16-1-18L-X
412 Series Sink, one compartment, 38-7/8"W x 27-1/2"D, 430 stainless
steel construction, 16"Wide x 20" front -to -back x 10-1/2"Deep seamless
7 deep -drawn compartment, 18"Drainboard on left, 9-1/2" backsplash
with 1" upturn & tile edge, 8" O.C. splash mount faucet holes, 2" euro-
style edge on front & sides, 3-1/2" basket drain with 1-1/2" outlet, 12-
gauge leg gussets, galvanized steel legs & side crossbracing, adjustable
bullet feet, NSF (FLYER)
60 2 ea FAUCET $144.39 $288.78
T&S Brass Model No. B-0231
Sink Mixing Faucet, 12" swing nozzle, wall mounted, 8" centers on sink
faucet with 1/2" IPS eccentric flanged female inlets, lever handles
2 ea B-0230-K Installation Kit , (2) 1/2" NPT nipples, lock nuts and washers,
(2) short "Ell" 1/2" NPT female x male
61 1 ea ONE (1) COMPARTMENT SINK $919.28 $919.28
Eagle Group Model No. 412-16-1-18R
412 Series Sink, one compartment, 38-7/8"W x 27-1/2"D, 430 stainless
steel construction, 16"Wide x 20" front -to -back x 10-1/2"Deep seamless
rdeep -drawn compartment, 18"Drainboard on right, 9-1/2" backsplash
with 1" upturn & tile edge, 8" O.C. splash mount faucet holes, 2" euro-
style edge on front & sides, 3-1/2" basket drain with 1-1/2" outlet, 12-
gauge leg gussets, galvanized steel legs & side crossbracing, adjustable
bullet feet, NSF
62 1 ea THREE (3) COMPARTMENT SINK $1,264.38 $1,264.38
Eagle Group Model No. 412-16-3-24
412 Series Sink, three compartment, 102"W x 27-1/2"D, 430 stainless
steel construction, 16"Wide x 20" front -to -back x 10-1/2"Deep seamless
deep -drawn compartments, 24"Drainboards on left & right, 9-1/2"
backsplash with I" upturn & tile edge, 8" O.C. splash mount faucet
holes, 2" euro-style edge on front & sides, 3-1/2" basket drains with I-
1/2" outlets, 12-gauge leg gussets, galvanized steel legs & side
crossbracing, adjustable bullet feet, NSF
63 1 ea PRE -RINSE $373.21 $373.21
Initial:
Ezell's Bellevue Page 11 of 18
Bargreen Ellingson- Tacoma
0511512015
Item Qty Description Sell Sell Total
T&S Brass Model No. B-0133
Easylnstall Pre -Rinse Unit, wall mount, base faucet, spring check
cartridges & lever handles, 2" diameter flanges with 1/2" NPT female
lit eccentric flanged inlets, 35-1/2"H, 15" overhang, 8-1/4" clearance, 18"
riser, spray valve, flex stainless steel hose
1 ea B-0156 Add -on Faucet, for Pre -Rinse Units, 12" nozzle, includes 3"
nipple
1 ea B-0230-K Installation Kit , (2) 1/2" NPT nipples, lock nuts and washers,
(2) short "Ell" 1/2" NPT female x male
64 8 ea WIRE SHELVING $40.00 $320.00
Focus Foodservice Model No. FF2448C Packed 4 ea
�t--H Shelf, Wire, 24"W x 48%, chromate finish
8 ea FG086C Post, 86"H, stationary, chromate finish
65 SPARE NO.
66 SPARE NO.
67 2 ea GARBAGECAN $76.62 $153.24
Rubbermaid Model No. FG262000GRAY Packed 6 ea
ProSavell BRUTEO Container, without lid, 20 gallon, 19-1/2"D x 22-7/8"H,
round, reinforced rims, built in handles, double rimmed base, high -
IF impact plastic construction, gray, NSF
2 ea FG264000BLA BRUTE" Dolly, 18-1/4"D x 6-5/8"H, heavy duty 3" casters,
250 lb. capacity, for 2620, 2632, 2643, 2655 black
68 1 ea WORK TABLE $778.67 $778.67
Eagle Group Model No. T3060B
Work Table, 60"W x 30"D, heavy gauge 430 stainless steel top with
rolled edges front & back, square turndown ends, Uni-LokO gusset
system, heavy gauge galvanized adjustable undershelf, (4) 1-5/8"
diameter heavy gauge galvanized legs, 1" adjustable hi -impact plastic
feet, NSF
1 ea TM60PR Pot Rack, table mount, 52"W x 20"D, triple -bar design with
tubular table supports, constructed of 3/16" x 2" stainless steel flat bar,
includes: stainless steel double -pronged pot hooks (1) per linear foot,
fits 60"W table, NSF
69 1 ea WORK TABLE $789.26 $789.26
agle Group Model No. T3060B
Work Table, 60"W x 30"D, heavy gauge 430 stainless steel top with
rolled edges front & back, square turndown ends, Uni-LokO gusset
system, heavy gauge galvanized adjustable undershelf, (4) 1-5/8"
diameter heavy gauge galvanized legs, 1" adjustable hi -impact plastic
feet, NSF
1 ea DOS1060-16/4 Overshelf, table mount, 60"W x 10"D x 30"H, double deck,
16/430 stainless steel construction, turned down edges, 12"H shelf
spacing, 1"Dia. stainless steel tubular base legs, NSF
70 4 ea WIRE SHELVING $51.73 $206.92
Initial:
Ezell's Bellevue Page 12 of 18
Bargreen Ellingson- Tacoma
0511512015
Item Qty Description Sell Sell Total
Focus Foodservice Model No. FF2472C Packed 2 ea
Shelf, Wire, 24"W x 72"L, chromate finish
4ea FG086C Post, 86"H, stationary, chromate finish
71 1 ea WALK-IN COOLER $9,500.00 $9,500.00
Imperial Manufacturing Model No. CUSTOM
91- 811 x 7'- 4" x 8' - 0" rectangular indoor cooler (+35*F) (no floor) (NSF
Approved)
System #1 - Indoor R404a self-contained system (35*F holding temp.)
1-year refrigeration system labor warranty (System #1)
208-23OV/1-/6OHz/0.75HP Pro3 compressor
MCA=7, MOPD =15
28.5W x 52D x 17.5H x 192lbs.
Opening: 25W x 25D
I ea New Age Lifetime warranty against rust & corrosion, 5 year construction
warranty, std.
72 1 ea DUNNAGE RACK $230.85 $230.85
New Age Model No. 2003
Dunnage Rack, 60"W x 18"D x 8"H, all welded aluminum construction, 1-
1/2" x 1-3/4" x 0.070 tubing, welded aluminum caps on feet, weight
capacity 2000 lbs., NSF
1 ea 2002 Dunnage Rack, 48"W x 18"D x 8"H, all welded aluminum
construction, 1-1/2" x 1-3/4" x 0.070 tubing, welded aluminum caps on
feet, weight capacity 2500 lbs., NSF
1 ea Lifetime warranty against rust & corrosion, 5 year construction warranty,
std.
1 ea Lifetime warranty against rust & corrosion, 5 year construction warranty,
std.
72.1 1 ea DRAIN PAN $900.00 $900.00
Skilfab Sheet Metal Model No. CUSTOM
73 8ea WIRE SHELVING $132.98 $1,063.80
Focus Foodservice Model No. FF2454G Packed 2 ea
HMM-7*_ Shelf, Wire, 24"W x S4"L, green epoxy coated finish
20 ea FG074G Post, 74"H, stationary, green epoxy coated with SaniGard1m
8ea FF2448G Shelf, Wire, 24"W x48"L, green epoxy coated finish
4ea FF2460G Shelf, Wire, 24"Wx 60"L, green epoxy coated finish
74 7 ea GARBAGECAN $49.65 $347.55
Rubbermaid Model No. FG354060GRAY Packed 4 ea
Slim Jim" Container, 23 gallon, 22"W x 11"D x 30"H, with venting
channels, molded -in handles, general purpose waste, open type
without lid, high -impact plastic construction, gray
75 SPARE NO.
Initial:
Ezell's Bellevue Page 13 of 18
Bargreen Ellingson- Tacoma
0511512015
Item MY Description Sell Sell Total
76 3 ea INGREDIENT BIN $256.00 $768.00
Rubbermaid Model No. FG360088WHT
ProSavel Ingredient Bin, mobile, 2-3/4 cu. ft., 29-1/4"D x 13-1/8"W x
28"H, slant front with sliding lid, 32 oz. scoop, seamless construction, 3"
extra wide casters front fixed & rear swivel, white base/clear lid, USDA,
FDA, NSF, S.O.S. (Special Order Smallwares) product; see SOS document
for details
77 2 ea WIRE SHELVING
Focus Foodservice Model No. FF1854C Packed 2 ea
Shelf, Wire, 18"W x 54"L, chromate finish
H
4ea FG086C Post, 86"H, stationary, chromate finish
$49.89 $99.78
78 1 ea WORKTABLE WITH WOOD TOP $1,277.56 $1,277.56
John Boos Model No. DSB06
Work Table, 48"W x 30"D, 1-3/4" laminated Hard Rock maple top with 4"
coved backsplash on back & both ends, stainless steel legs & bullet feet,
side & rear adjustable bracing, NSF, KD
1 ea OS07 Overshelf, double, 12" W x 48" L, stainless steel, for maple top,
rear mounted 18" above table top, 12" between shelves, with 1-1/2"
turn -up
79 1 ea PLANETARY MIXER $12,165.38 $12,165.38
Globe Model No. SP60
Planetary Mixer, 60 qt., floor model, (3) fixed -speed, #12 hub, front -
mounted push button controls, gear -driven high torque transmission,
heat -treated hardened steel alloy gears & shafts, thermal overload
protection, front -mounted digital control panel with 60-minute timer
and last batch recall, safety interlocked bowl guard & bowl lift, includes:
stainless steel bowl, bowl truck, removable bowl guard with built-in
ingredient chute, stainless steel wire whip & aluminum flat beater, &
spiral dough hook, cast iron body, non -slip rubber feet, NSF, ETL, NSF,
cETLus
1 ea 2 year parts (excludes wear/expendable parts), 1 year labor warranty
(contact factory for details)
1 ea 220v/60/1-ph, 23 amps, NEMA L6-30P
80 4 ea WIRE SHELVING $35.00 $140.00
Focus Foodservice Model No. FF2436C Packed 4 ea
Shelf, Wire, 24"W x 36%, chromate finish
4ea FG086C Post, 86"H, stationary, chromate finish
81 lea REACH -IN REFRIGERATOR
$2,795.00 $2,795.00
Initial:
Ezell's Bellevue Page 14 of 18
Bargreen Ellingson- Tacoma
0511512015
Item Qty
Description
Sell Sell Total
Hoshizaki Model No. (CR2B-FS)
Commercial Series Refrigerator, reach -in, two section, 51.0 cu.ft., self-
contained refrigeration, stainless steel exterior front & sides, one
piece, seamless ABS interior liner, standard depth, full height solid
hinged doors, with (6) standard shelves, (4) 4" heavy duty casters (2
with brakes), R-134A refrigerant, 1/4 hp, ENERGY STAR'
1 ea
3-Year parts & labor on entire machine
1 ea
5-Year parts on compressor
1 ea
115v/60/1-ph 7.0 amps, NEMA 5-15P
1 ea
Door hinge on right, standard
1 ea
Left door hinge on left, standard
82 1 ea
REACH -IN FREEZER
$2,595.96 $2,595.96
tZ. 11
Hoshizaki Model No. CF1134S
Commercial Series Freezer, reach -in, one section, 23.3 cu.ft., self-
contained refrigeration system, stainless steel exterior front & sides,
one piece, seamless ABS interior liner, standard depth, full height solid
hinged door, with (3) standard shelves, (4) 4" heavy duty casters (2 with
brakes), R-404A refrigerant, 1/2 hp, ENERGY STAR"
1 ea
3-Year parts & labor on entire machine
1 ea
5-Year parts on compressor
1 ea
115v/60/1-ph 9.5 amps, NEMA 5-15P
I ea
Door hinge on right, standard
83
LOCKERS
By others
84
SPARE NO.
85 18 ea
SLAT SEAT BENCH 47
$395.38 $7,116.84
Foldcraft Model No. 111047A
Stain Color: Dark Brown (Way-GBNH)
Seat Length: 47
Frame Style: Wall Frame
Frame Color: RAL8014-Brown -009/60060
Qty of Seat Supports: 2
Seat Support Dwg: N33742
85.1 9 ea
WALL BOOTH FRAME-47" SLAT SEAT
$344.62 $3,101.58
Foldcraft Model No. 50043A
Table Top Width: 30"
Left Side: 43
Right Side: 43
Frame Color: RAL8014-Brown -009/60060
85.2 4 ea
SLAT SEAT BENCH 47
$395.38 $1,581.52
Foldcraft Model No. 111047B
Stain Color: Dark Brown (Way-GBNH)
Seat Length: 47
Frame Style: Island Frame
Frame Color: RAL8014-Brown -009/60060
Qty of Seat Supports: 2
Seat Support Dwg: N33742
85.3 2 ea ISLAND FRAME/42-47" SEATS
Ezell's Bellevue
$398.97 $797.94
Initial:
Page 15 of 18
Bargreen Ellingson- Tacoma
0511512015
Item MY
Description
Sell Sell Total
Foldcraft Model No. 50538A
Top Width: 30
Seat Style: Slat
Frame Color. RAL8014-Brown -009/60060
85.4 lea
FREIGHT
$1,562.50 $1,562.50
Foldcraft Model No. FREIGHT
Table frame freight
87 1 ea
TABLE TOPS
$4,750.00 $4,750.00
Specialty Wood Manufacturing Model No. CUSTOM
KARNDEEN KP90 HONEY MAPLE TOP
W/ 3MIL BLACK PVC EDGE.
(9) 30 X 48 CANTS
(2) 30 X 48 FREESTANDING
(1) 24 X 120 BUDDY BAR.
88 2 ea
BUDDY BAR TABLE BASE
$126.67 $253.34
Foldcraft Model No. TBD
Buddy bar table base
89 10 ea
BARSTOOLS
$135.00 $1,350.00
Foldcraft Model No. TBD
Bar stools - Budget pricing
100
ITEMS BELOW NOT LISTED ON DRAWINNGS
101 3 ea
SAFETY SYSTEM MOVEABLE GAS CONNECTOR
$185.00 $555.00
Dormont Manufacturing Model No. 1675KIT48
Dormont Blue Hose TI Moveable Gas Connector Kit, 3/4" inside dia., 48"
long, covered with stainless steel braid, coated with blue antimicrobial
PVC, 1 SnapFastO QD, I full port valve (2) 90' elbows, coiled restraining
cable with hardware, 180,000 BTU/hr minimum flow capacity, limited
lifetime warranty
101.1 2 ea
SAFETY SYSTEM MOVEABLE GAS CONNECTOR
$325.00 $650.00
7�=
Dormont Manufacturing Model No. 1612SKIT48PS
Dormont Blue Hose T" Moveable Gas Connector Kit, 1-1/4" inside dia.,
48" long, covered with stainless steel braid, coated with blue
..-79_ck,
antimicrobial PVC, 1 SnapFast" QD, 1 full port valve (2) 90' elbows, 1
pair Safety SetO with adhesive foam tape and hardware mounting
options, limited lifetime warranty
102 1 ea
FACTORY HOOD START UP
$658.56 $658.56
Captive -Aire Model No. CUSTOM
Service Design Verification for Demand Control Ventilation
Service Design Verification for Direct Fired Heater
Service Design Verification for Exhaust Fan
Service Design Verification for Hood
103 1 ea
DUCT
$1,180.49 $1,180.49
Skilfab Sheet Metal Model No. CUSTOM
To fabricate duct for Captive Aire hood, 3' 9" x 4' 6". 16 ga galvanized,
welded. Bid going
straight up, offsets with be extra.
103.1 1 ea
DUCT
$1,395.12 $1,395.12
Initial:
Ezell's Bellevue
Page 16 of 18
Bargreen Ellingson- Tacoma
0511512015
Item MY
Description
Sell Sell Total
r
Skilfab Sheet Metal Model No. CUSTOM
To fabricate exhaust duct, 16 ga galvanized, welded. Bid going straight
up, any offset will be
extra. Single story building. Fan, hood jack by others.
103.2 1 ea
DUCT
$1,395.12 $1,395.12
Skilfab Sheet Metal Model No. CUSTOM
To fabricate exhaust duct, same as Item 103.1
104 1 ea
FIRE WRAP DOUBLE LAYER ON EXHAUST DUCT
$1,703.66 $1,703.66
Skilfab Sheet Metal Model No. CUSTOM
To fire wrap hood to roof line, single story. Straight up, offsets will be
extra.
104.1 1 ea
FIRE WRAP DOUBLE LAYER ON EXHAUST DUCT
$1,703.66 $1,703.66
Skilfab Sheet Metal Model No. CUSTOM
To firewrap hood to roof line, single story. Straight up, offsets will be
extra.
105 1 ea
DUCT
$838.27 $838.27
Skilfab Sheet Metal Model No. CUSTOM
To fabricate 1 only duct for Type 11 hood in back room over kettle. 3'0"
wide, 4'6" front to
back. 22 ga galvanized duct. Bid with duct going straight up. Any offset
will be extra. Non welded duct.
Hood, fan by others.
106 1 ea
TO FABRICATE RETURN AIR DUCT, 18 3/4" X 16"
$5,043.90 $5,043.90
Skilfab Sheet Metal Model No. CUSTOM
To fabricate 1 only make up air system, 22 ga galvanized. Insulated.
107 1 ea
INSTALL
$17,903.61 $17,903.61
Skilfab Sheet Metal Model No. CUSTOM
To install above 4 hoods, 4 each ducts, return air ducts, fans and make
up air fan. Mount wall flashing and enclosures. Permit by others.
108 1 ea
EQUIPMENT INSTALL
$5,500.00 $5,500.00
Bargreen Ellingson Model No. CUSTOM
To include custom stainless items.
Plumbing and electrical rough ins and connections by general contractor
109 1 ea
FIRE SUPPRESSION HOOK UP AND PERMIT
$4,985.23 $4,985.23
Captive -Aire Model No. CUSTOM
Fire suppression hook up and permit
110 1 ea
FREIGHT
$3,750.00 $3,750.00
Custom Model No. FREIGHT
Merchandise
$251,103.23
Freight
Installation
Tax 9.5%
$23,854.81
Tota 1
$274,958.04
Initial:
Ezell's Bellevue Page 17 of 18
Bargreen Ellingson- Tacoma
0511512015
We do not accept credit cards as an acceptable form of payment on balances over $10,000.00.
Any payments made with credit cards over $10,000.00 will include a 3% handling charge.
ACH, cash and checks are the preferred payment method.
Acceptance:
Printed Name:
Date:
Initial:
Ezell's Bellevue Page 18 of 18
J6
Performance Summary For 8.5t Unit
�roject: Edmonds Behar 11/13/201
3repared By: 07:19AI
Part Number:4811-0010091132A5-011121130 YXI CADY
Ci I I Vr
ARIEER: ..................................................................................................................................................... 13.50
IEER: ............................................................................................................................................................. 20.8
Base Unit Dimensions
UnitLength: ........................................................................................................................................... 115.9 in
UnitWidth: ..............................................................................................................................................
63.4 in
UnitHeight: .............................................................................................................................................
58.8 in
Operating Weight
BaseUnit Weight: ..................................................................................................................................
1606 lb
RASmoke Detector: ....................................................................................................................................
5 lb
Medium Static Belt Dr�ive with VFD Controller: ......................................................................
.................... 45 lb
Ultra LOW LEAK Enthalpy EconoMi$er with barometric relief:
................................................................ 103 lb
Powered Convenience Outlet: ...................................................................................................................
35 lb
HACRBreaker: ..........................................................................................................................................
10 lb
Accessories
14-inch Roof Curb: ................................................................................................................................
180 lb
TotalOperating Weight: ......................................................................................................................... 1984 lb
Unit
UnitVoltag e-Phase- Hertz: ............................................................................................................... 208.3-60
AirDischarge: .................................................................................................................................... Vertical
FanDrive Type: ....................................................................................................................................... Belt
ActualAirflow: ........................................................................................................................................ 3400 CFM
SiteAltitude: ................................................................................................................................................. 0 ft
Cooling Performance
CondenserEntering Air DB: ....................................................................................................................
95.0
F
Evaporator Entering Air DB: ....................................................................................................................
80.0
F
Evaporator Entering Air WB: ...................................................................................................................
67.0
F
EnteringAir Enthalpy: ...........................................................................................................................
31.44
BTU/Ib
EvaporatorLeaving Air DB: .....................................................................................................................
57.9
F
EvaporatorLeaving Air WB: ....................................................................................................................
57.3
F
EvaporatorLeaving Air Enthalpy: ..........................................................................................................
24.56
BTU/lb
GrossCooling Capacity: .....................................................................................................................
105.24
MBH
GrossSensible Capacity: ......................................................................................................................
81.01
MBH
CompressorPower Input: .......................................................................................................................
6.69
kW
CoilBypass Factor: ...............................................................................................................................
0.025
Heating Performance
HeatingAirflow: ......................................................................................................................................
3400
CFM
EnteringAir Temp: ..................................................................................................................................
70.0
F
LeavingAir Temp: .................................................................................................................................
102.7
F
Gas Heating Input Capacity: .....................................................................................................
120.0 / 150.0
MBH
GasHeating Output Capacity: ....................................................................................................
96.01120.0
MBH
TemperatureRise: ..................................................................................................................................
32.7
F
ThermalEfficiency (%): .............................................................
............................................................. 80.0
Supply Fan
ExternalStatic Pressure: ......................................................................................................................... 1.00 in wg
Options / Accessories Static Pressure
Economizer: ...................................................................................................................................... 0.02 in wg
Total Application Static (ESP + Unit Opts/Acc.): ..................................................................................... 1.02 in wg
FanRPM: ................................................................................................................................................. 742
FanPower: .............................................................................................................................................. 2.02 BHP
NOTE: ................................................................................................ Selected IFM RPM Range: 547 - 757
Electrical Data
Packaged Rooftop Builder 1.49k Page 9 of 41
Performance Summary For 7.5t Unit
:Iroject: Edmonds Behar 11/13/201
�repared By: 07:19AI
Part Number:4811-CD0081132A5-011121130
ARIEER: ..................................................................................................................................................... 12.80
IEER: ............................................................................................................................................................. 19.4
Base Unit Dimensions
UnitLength: ........................................................................................................................................... 115.9 in
UnitWidth: ......................................................................
UnitHeight: ............................................................................................................................................. 63.4 in
OperatingWeight ........................................................................ 58.8 in
BaseUnit Weight: ..................................... ............................................................................................ 1606 lb
RASmoke Detector: .................................................................................................................................... 5 lb
Medium Static Belt Ddve with VFD Controller: ........................................................................................... 45 lb
Ultra LOW LEAK Enthalpy EconoMi$er with barometric relief: ................................................................ 103 lb
PoweredConvenience Outlet: ................................................................................................................... 35 lb
HACRBreaker: .......................................................................................................................................... 10 lb
Accessories
14-inch Roof Curb: ................................................................................................................................ 180 lb
TotalOperating Weight: ......................................................................................................................... 1984 lb
Unit
UnitVoltage- Pha se -Hertz: ............................................................................................................... 208-3-60
AirDischarge: .................................................................................................................................... Vertical
FanDrive Type: ....................................................................................................................................... Belt
ActualAirflow: ........................................................................................................................................ 3000 CFM
Site Altitude: 0 ft
Cooling Performance
CondenserEntering Air DB: ....................................................................................................................
95.0
F
EvaporatorEntering Air DB: ....................................................................................................................
80.0
F
EvaporatorEntering Air WB: ...................................................................................................................
67.0
F
EnteringAir Enthalpy: ...........................................................................................................................
31.44
BTU/Ib
EvaporatorLeaving Air DB: .....................................................................................................................
58.3
F
EvaporatorLeaving Air WB: ....................................................................................................................
57.2
F
EvaporatorLeaving Air Enthalpy: ..........................................................................................................
24.53
BTU/lb
GrossCooling Capacity: .......................................................................................................................
93.32
MBH
GrossSensible Capacity: ......................................................................................................................
70.26
MBH
CompressorPower Input: .......................................................................................................................
5.79
kW
CoilBypass Factor: ...............................................................................................................................
0.012
Heating Performance
HeatingAirflow: ...................................................................................................................................... 3000 CFM
EnteringAir Temp: .................................................................................................................................. 70.0 F
LeavingAir Temp: ................................................................................................................................. 107.0 F
Gas Heating Input Capacity: ..................................................................................................... 120.0 / 150.0 MBH
Gas Heating Output Capacity: .................................................................................................... 96.0/120.0 MBH
TemperatureRise: .................................................................................................................................. 37.0 F
ThermalEfficiency (%): ........................................................................................................................... 80.0
Supply Fan
ExternalStatic Pressure: ......................................................................................................................... 1.00 in wg
Options / Accessories Static Pressure
Economizer: ...................................................................................................................................... 0.01 in wg
Total Application Static (ESP + Unit Opts/Acc.): ..................................................................................... 1.01 in wg
FanRPM: ................................................................................................................................................. 724
FanPower: .............................................................................................................................................. 1.79 BHP
NOTE: ................................................................................................ Selected IFM RPM Range: 547 - 757
Electrical Data
F1aCKaged Rooftop Builder 1.49k Page 21 of 41
, A.
Performance Summary For 5t Unit
:)roject: Edmonds Behar 11/13/201
:'repared By: 07:19Af
Part NumberA8LCD006B2A5-0R2B0
ARISEER: ................................................................................................................................................... 16.20
Base Unit Dimensions
UnitLength: .............................................................................................................................................
74.4 in
UnitWidth: ...............................................................................................................................................
46.8 in
UnitHeight: .............................................................................................................................................
41.4 in
Operating Weight
BaseUnit Weight: ....................................................................................................................................
600 lb
RASmoke Detector: ....................................................................................................................................
5 lb
Medium Static Belt Drive with VFID controller: ............................................................................................
30 lb
Ultra LOW LEAK Enthalpy economizer with barometric relief: ...................................................................
50 lb
Powered Convenience Outlet: ...................................................................................................................
35 lb
HACR Breaker (WYE POWER SUPPLY ONLY ON 575V): ... ...................................................................
10 lb
Accessories
14-inch Tall Roof Curb: .........................................................................................................................
115 lb
TotalOperating Weight: ........................................................................................................................... 845 lb
Unit
UnitVoltag e- Phase- Hertz: ............................................................................................................... 208-3-60
AirDischarge: .......................................... ......................................................................................... Vertical
FanDrive Type: ....................................................................................................................................... Belt
ActualAirflow: ........................................................................................................................................ 2000 CFM
SiteAltitude: ........................................ ...................................................................................... ................. 0 ft
Cooling Performance
CondenserEntering Air DB: ....................................................................................................................
95.0
F
EvaporatorEntering Air DB: ....................................................................................................................
80.0
F
EvaporatorEntering Air WB: ...................................................................................................................
67.0
F
Entering Air Enthalpy: ............ ** ... * '* .......
* ..... * ...... * ............. * ...... 31."
BTU/Ib
EvaporatorLeaving Air DB: ........................
... I ......................................................................................... 57.8
F
EvaporatorLeaving Air WB: ....................................................................................................................
57.3
F
Evaporator Leaving Air Enthalpy: ..........................................................................................................
24.60
BTU/Ib
GrossCooling Capacity: .......................................................................................................................
61.51
MBH
GrossSensible Capacity: ......................................................................................................................
47.97
MBH
Compressor Power Input: .......................................................................................................................
3.90
IkW
CoilBypass Factor: ...............................................................................................................................
0.030
Heating Performance
HeatingAirflow: ......................................................................................................................................
2000
CFM
EnteringAir Temp: ..................................................................................................................................
70.0
F
LeavingAir Temp: ..................................................................................................................................
� 97.3
F
Gas Heating Input Capacity: .........................................................................................................
50.0172.0
MBH
Gas Heating Output Capacity: ......................................................................................................
41.0159.0
MBH
TemperatureRise: ..................................................................................................................................
27.3
F
ThermalEfficiency (%): ...........................................................................................................................
82.0
Supply Fan
ExternalStatic Pressure: ......................................................................................................................... 1.00 in wg
Options / Accessories Static Pressure
Economizer: ...................................................................................................................................... 0.12 in wg
Total Application Static (ESP + Unit Opts/Acc.): ..................................................................................... 1.12 in wg
FanRPM: ............................................................................................................................................... 1441
FanPower: .............................................................................................................................................. 1.66 BHP
NOTE: ............................................................................................ Selected IFM RPM Range: 1035 - 1466
Electrical Data
Voltage Range: ..........................
Packaged Rooftop Builder
1.49k
187-253
Page 36 of 41
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
I
d
at
E
,o
pa
GENERAL NOTES
1. ANY CONFLICTS OF WORK SHALL BE BROUGHT TO THE CONSTRUCTION MANAGER'S ATTENTION BY THE
PLUMBING CONTRACTOR PRIOR TO PURCHASE OF EQUIPMENT OR COMMENCEMENT OF WORK.
2. COORDINATE ALL WORK NTH ARCHITECTURAL, STRUCTURAL, MECHANICAL. AND ELECTRICAL TRADES.
PIPE ROUTING SHOWN DIAGRAMMATC. PROVIDE ALL OFFSETS. ETC. TO AVOID INTERFERENCES NTH
IS I(
EQUIPMENT, PIPING. DUCT WORK. LIGHTS, CONDUIT, STRUCTURAL MEMBERS. ETC.
3. PROVIDE ACCESS PANELS FOR SHOCK ABSORBERS, TRAP PRIMERS AND ALL VALVES LOCATED ABOVE
NON -ACCESSIBLE CEILINGS AND INSIDE PIPE CHASES, EXACT LOCATION MUST BE COORDINATED WITH
ARCHITECTURAL DRAWINGS AND APPROVED BY ARCHITECT PRIOR TO INSTALLATION.
4- ALL DRAINAGE PIPING AND POTABLE WATER PIPING SHALL BE CONCEALED INSIDE WALLS AND PIPE
CHASES OR ABOVE CEILINGS AS HIGH AS POSSIBLE.
5. COORDINATE ALL UNDERGROUND PIPING WITH GRADE BEAMS. WALL FOOTINGS, COLUMN FOUNDATIONS
AND OTHER STRUCTURAL CONDITIONS. SEE STRUCTURAL PLANS FOR DETAILS REGARDING ANY PIPING
PARALLEL TO, THROUGH OR UNDER FOOTINGS AND PIERS.
6. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR LOCA71ON OF ALL PLUMBING FIXTURES. EXACT
LOCATON OF ALL PLUMBING FIXTURES MUST BE VERIFIED IN FIELD PRIOR TO INSTALLATION. FINAL
LOCAT: ON SHALL BE AS DIRECTED BY CONSTRUCTION MANAGER-
7. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTION TO ALL EQUIPMENT INDICATED ON DRAWINGS.
FINAL CONNIE CTION SHALL INCLUDE ANY ADAPTERS, NIPPLES SHUTOFF VALVES. PRESSURE REGULATING
VALVES, SHOCK ABSORBERS, BACKFILOW PREVENTION DEVICES, ETC.
B. DO NOT RUN PLUMBING PIPING THROUGH ELECTRICAL CLOSETS, ELECTRICAL SWITCHGEAR ROOMS. OR
TELEPHONE ROOMS.
9. PROVIDE A BACKFLOW PREVENT10N DEVICE AT ALL CONNECTIONS TO MECHANICAL EQUIPMENT,
IRRIGATION. VENDING MACHINES, ETC. AS REQUIRED BY CODE AND LOCAL AUTHORMES. CONTRACTOR IS
TO VERIFY WITH THE LOCAL AUTHORITY THE TYPE OF BACKIFLOW PREVENTION DEVICE REQUIRED FOR
ALL APPLICATIONS PRIOR TO INSTALLATION.
10. PROVIDE TRAP PRIMERS ON ALL FLOOR DRAINS.
11. ALL STRUCTURAL PENETRATIONS (SLEEVES. BLOCKOUTS, ETC-) ARE TO BE LOCATED AND COORDINATED
IN THE FI ELD BY THE CONTRACTOR IN RELATION TO THE REQUIREMENTS OF FINAL EQUIPMENT AND
FIXTURES SELECTED.
12. PLUMBING CONTRACTOR SHALL VERIFY VOLTAGE. PHASE AND WIRE SIZE OF PLUMBING EQUIPMENT
REQUIRING ELECTRICAL CONNECT10N WITH ELECTRICAL CONTRACTOR PRIOR TO PURCHASE OF
EQUIPMENT.
13. SANITARY VENTS MUST TERMINATE A MINIMUM OF 10 FT. FROM OR 2 FT. ABOVE AIR INTAKES.
WIN DOWS OR VENT SHAFTS.
A OV-ED PLA_N
PPR_
Robiwn Engineering, Inc. Project Name: Behar Edrhords Village Bldg E
19401 40th Aw W, Suite 302 Project N mber: 431-024
Lynn...d, WA 98036 Ediwd By: DL
SIZING IS PER2015 UPC APPENDIX A. TABLEA 103.1. CHARI'S A 103.1t2)&A 105.1(1)
I-EFRESSUREIS--F . _W�Lo.
UTIU SUPPLY WATER PRESSURE:
so 'Psi sTA-nc PRESSURE
OBTAIN FR( CIM OR LOCA1.
WATER METER LOSS
TMCALL Y 3 8 FSr
5 'Psi
BACKIFLOW PREVENTER LOSS:
10 PSI
TYROALLY 5_10PSf
WATER SOFTENER LOS
0 'PSI_
T-L-FS! IF NO SOFTENER ENTER V.
STATIC LIFT. 15 'FEET-
6.5 'PSI
REQUIRED MINIMUM PRESSURE AT
FURTHEST PLUMBING FIXTURE:
20 'PSI
FIR SSURE AVAILABLE TO
OFFSET FRICTION LOSSES
18.5 'Psi
PIPING SYSTEM LENGTH FROM
SERVICE TO FURTHEST FIXTURE:
300 'FEET
FITTING ALLOWANCE:
150 FEET
MAXIMUM FRICTION LOSS FACTOR
4.1 'PSU100 FT
SELECTED FRICTION LOSS FACTOR:
��PSIMOO FT
� CW �ELOCJTY8 FPS �HW VELOGIT�SFPS,
SUPPLY PIPE S123NG SCHEDULE
Copper Type:
I TypeL
FLUSH TANK CW
HNOT TER
FLUSHVALVECW
PIPE SIZE
FLOW,
GPM
VEL.
FPS
FIXTURE
UNITS
FLOW,
GPM
VEL
FPS
UNITS
GPM
FPS
UNITS
;1F
2.0
2D
20
19
2-0
314"
55
38
65
55
38
6.5
1.
120
48
-
120
AB
15.0
1-1/4"
20a
54
30.0
18S
50
27a
1-1/2"
320
So
�. a
a 0
�.o
0
320
so
5.0
2"
6i5a
73
-
15e
50
1120
660
8.0
1000
2-1/12"
1160
ao
AA.o
720
50
215a
116.0
10
�o 0
3"
me
so
750a
100a
5o
350
1we
ao
680.0
O_f
50
8000
2
1
ila
160aa
6"
F175
_4aa 0
50 _1
nwe
[ So
52500
CALCULATIONS AND SIZING
NATURAL GAS PIPE SIZING
P:PE SIZE
NCHES)
CAPACITY (CFH)
(INLET PRESSURE c 2 Psi)
44
92
355
532
2-
1.020
2W
1.630
2..8gO
4-
5890
11 ML M G F P S
(2) SIZING AND CAPACITY BASED ON 2015
INTERNATIONAL FUEL GAS CODE TABLE 402.4(2)
1
.I ... SPECIFIC AVITY. 0.5 IN W.C.
PRESSURE DROP. AND SCH. 40 METAWC PIPE
STORM PIPE SIZING
2015 UPC. TABLE 1101.& TABLE 1101.12 & TA13LE
0101.1
RAINFALL RATE = I IN./HR
VERTICAL LEADERS
ROOF AREA
MIN. SZE
ROOF
DRAIN
[SO- IFT-)
(IN.)
RO-1
1775
3
RO-2
1720
3
RO-3
3275
4
HORIZONTAL PIPING (SLOPE 1/8- PER FOOT)
ROOF AREA
MIN. SIZE
ROOF
DRAIN
(SO. Fr.)
(IN.)
RD_J
1775
RD-2
1720
RO-3
3275
`u"
(1) VERIFY SLOPE. ROOF AREA. AND RJUNFALL RATE
WITH STE CONDITIONS AND LOCAL JJRISDICTION
PLUMBING LOAD TABULATIONS
PLUMBING LOAD TABULATIONS SHOWN BELOW ARE FOR FUTURE
TENANT BUILD OUT
M P,�=�&
SR"91 'U"I *EECAl C:
PER 5 702.1.
on DWEA) TOTAL
WATER CLOSET 2 12.0
URINAL 1 S: *0 5.0
LAVATORY 2 1.0 20
FLOOR DRAIN 2 2.0 4�O
FLOOR SINKS 1 3.0 3.0
TOTAL: A: 26.0 DFU
26 DFU (TOTAL PER TENANT) X 3 -FUTURE TENANTS- = 78DFU
FROM UPC CHART 703.2, 78 DFU => MIN. 4"SS
32 DFU (TOTAL PER TENANT) X 3 -FUTURE TENANTS- = 96DFU
FROM UPC CHART 703.2. 96 DFU MIN. 4"GW
TOTAL BUILDING DFU = 174DFU
FROM UPC CHART 703.2. 174 DFU MIN. 4'SS
lffi.4�k'E A 103.1.
WATER CLOSET 2 3.5 70
LAVATORY 2 1.0 il)
URINAL 1 50 50
HOSE BIBB 1 2:5 2:5
MOP SINK 1 3 0 3 * 0
3-COMP SINK 1 2 0 20
PREP SINK 1 20 2:0
PRE RINSE SINK 1 2:0 2. 0
HAND SINK 2 2.0 4.0
TOTAL 29.5 WSFLI
FROV UPC CHART A 103.1(2), 29.5 WSFU = 20 GPM (PER TENAN
"A
GREASE INTERCEPTOR SIZING
SIZING CAJ.CULATION UNIFORM PLUMBING CODE (2015 UPC)
FIXTURE DESCRIPTION
OTY.
TRAP
SIZE
D.F.U.
TOTAL
D.F.U.
FLOOR DRAIN
3
3"
2.0
6.0 GW
3-COMP. SINK
1
2-
4.0
4.0 CW
PREP SINK
1
1. 5"
3.0
3.0 GW
DISHWASHER
1
1. 5"
3.0
3.0 GW
MOP SINK
1
3'
3.0
3.0 GW
WATER FLTER/BEVERAGE STA. (FLOOR SINK)
2
3.
2.0
4.0 Gw
PRE RINSE
1
2-
3.0
3.0 GW
FLOOR SINK
3
3-
2.0
6 0 GW
TENANT '1' TOTAL GREASE WASTE FIXTURE UNITS:
32.0 GW
FLOOR DRAIN
3
3'
1 2.0
6.0 GW
3-COMP. SINK
1
2-
4.0
4.0 GW
PREP SINK
1
1.5"
3WO
3.0 GW
DISHWASHER
1
1.5"
3.0
3.0 GW
MOP SINK
1
3.
3.0
3.0 GW
WATER FILTER/BEVERAICE STA_ (FLOOR SINK)
2
3'
2.0
4.0 GW
PRE RINSE
1
1.5,
3.0
3.0 GW
FLOOR SINK
3
1.
2.0
6. D GW
TENANT _2" TOTAL GREASE WASTE FIXTURE UNI TS:
32.0 GW
FLOOR DRAIN
3
3'
2�13
6.D Gw
3-COMP. SINK
1
2'
4.0
4.0 GW
PREP SINK
1
1.5,
3.0
3.0 GW
DISHWASHER
1
1.5*
3.0
3.0 GW
MOP SINK
1
3'
3.0
3.0 GW
WATER FILTER/91EVERAGE STA. (FLOOR SINK)
2 1
3"
2.0
4.0 GW
PRE RINSE
1
1. 5"
3.0
3,0 GIN
FLOOR SINK
3
3"
2.0
6. D GW
TENANT '3' TOTAL GREASE WASTE FIXTURE UNITS:
32.0 GW
TENANT '1'+'2'+-3" TOTAL GREASE WASTE FIXTURE UNITS:
96.0 Gw
172.0 FU = 1500 INTERCEPTOR VOLUME (GALLONS)
NOTE: 2015 UPC TABLE 1014.3.6
1.500 GALLON
CITY COPY
SYMBOLS AND
ABBREVIATIONS
------------
-ST-
N
COLD WATER (CW)
HOT WATER (HW)
HOT WATER RETURN (HWR)
SANITARY SEWER
VENT
STORM SEWER
SHUT-OFF VALVE
E ALL VALVE
FLOOR DRAIN
AFF
ABOVE FINISH FLOOR
BLDG
BUILDING
B/G
BELOW GRADE
BFF
BELOW FINISH FLOOR
c
CONTRACTOR
CO N OUT
T-UATION
BY ENGIWE"k
DFU
WATER
DRAINAGE FIXTURE UNITS
000, DIN
DOWN
DOM
DOMESTIC
(E)
EXISTING
(F)
FUTURE
GPM
GALLON PER MINUTE
M-Ref"WATER
MIN
MINIMUM
PRV
PRESSURE REDUCING VALVE
PSI
POUND PER SQUARE INCH
REQ'D
REQUIRED
S
SANIATRY
SCH
SCHEDULE
SF
SQUARE FEET
T&P
TEMPERATURE & PRESSURE
CITY OF'YEDMONDS i
BUILDING OEPARTMENT
RK 622!!�,E7 Krr
I
)RESS -7-5r-Al" 07-47
WED DATE. -
OFFICIAL:
PERMIT OUMBER
APPLICABLE CODES
2015 UNIFORM PLUMBING CODE
DRAWING INDEX
ONG
PO.O LEGEND, GENERAL NOTES AND CALCULATIONS.
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JOB NO.:
SEA17-OD15-00
SHEET
C5
p 1
NW 1/4, SW 1/4, SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M.
EDMONDS VILLAGE EXTERIOR RENOVATION
22019 HIGHWAY 99
EDMONDS, WA 98026
OWNER
CONSULTANTS
UTILITIES
BEHAR COMPANY
ARCHITECT
CIVIL ENGINEER
STRUCTURAL ENGINEER
WATER/SEWER/STORM
GAS
FIRE
1000 SECOND AVE SUITE 32.30
WARE MALCOMB
CG ENGINEERING
CIS ENGINEERING
CITY OF EDMONDS
PUGET SOUND ENERGY
FIREDISTRICTONE
SEATTLE, WA
3015 112TH AVE NE #205
250 4TH AVE S, SUITE 200
250 4TH AVE S, SUITE 200
121 STH AVE N
PO BOX 91269
12.425 MERIDIAN AVE
206.233-1999
BELLEVUE WA98004
EDMONDS, WA 99020
EDMON S,WA98020
EDMONDS,WA98020
BELLEVUE WA
EVERETT, WA 99208
CONTACT: HELENE BEHAR
425.670.606
42S.778.8500 FAX 778.5536
42S.77808500 FAX 778.5536
425.77 1.0241
1.21111.225.5773
42S_551.120D
CONTACT: KIRT NEAL
CONTACT: JARED UNDERBRINK
CONTACT: CAROLYN JEWETT
SURVEYOR POWER CABLE & TELEPHONE
PACIFIC COAST SURVEYS
16300 MILL CREEK BLVD SNOHOMISH COUNTY PUD COMCAST
P L
MILL CREEK, WA 98082 0 BOX 1107 SITIS 25TH AVE W
425.512.7099 EVERETT, WA 98206 LYNNWOOD, WA
CONTACT: DARREN RIDDLE 425.783.1000 377,924.2298
GENERAL NOTES
GENERAL NOTEI
24.THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN ATAULTIMES BY SWEEPING. WASHING OFTHESE
STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL
1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD
PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL
25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOILAND ROCK
MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS:
MATERIALS ARE REQUIRED.
CURRENT INTERNATIONAL BUILDING CODE (IBC)
2016 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION
IT
26. SLOPE Or FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR sPTTTELEvA DNS
-WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET
SHOWN.
SOUND WIN (CURRENT EDITION)
27. FINISHEDGRADE SHALLSUCIPE AWAY FROM BUILDING WAILLSATMINIMIUM 5% SLOPE FORA MINIMUM
2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS
DISTANCE OF 10 FEET.
STANDARD DETAILS, UNLESS NOTED OTHERWISE
28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALLAND MAINTAIN SHORINGAND BRACING AS
3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS.
NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS. STREETS. WALKWAYS, UTILITIES AND OTHER
EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING
4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL
EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING�
GOVERNING AUTHORITY.
AS REQUIRED.
S. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "A."BUILT"
29- CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER
DRAWINGS AN D $HALL SU MMARIZE ALL ASBU I LT CON DITIONS ON 0 NE SE r OF REPROD UCI BLE 0 RAWI NGS FOR
SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS.
SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS
CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN
SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING
APPROVAL FROM THE FIRE MARSHAL
OCCUPANCYIFINAL PROJECT APPROVAL.
30. COORDINATE AN D All RANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS ANO/OR SERVICE
6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION.
INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO
EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES
7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS
GOVERNING SAID UTILITIES.
BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED
APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT 15 THE SOLE RESPONSIBILITY OF THE CONTRACTOR To
31. ALL UTILITIES SHALL BE PLACED UNDERGROUND.
INDEPENDENTLY VERIFY THE ACCU RACY OF ALL UTI UTY LOCATIONS SHOWN AND TO FU RTH ER D ISCOVER AND
PROTECT ANY OTHER LITT UTIES NOT SHOWN H EREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF
32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL ST.
THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXIS TING UTILITY
REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND
LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO
OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING,
RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES
PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THATARISE.
33- NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE
INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY
9. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE
OWNER'S REPRESENTATIVE AND CITY.
UNDERGROUND UTILITIES LOCATION SERVICE (1-80G-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION-
34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY UNIE.
9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK
AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES.
35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHAU BE COMPACTED TO 9S%.
COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING.
10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS.
36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6' OR LESS, PLACE POLYETHYLENE PLASTIC
11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL
FOAM AS A CUSHION BETWEEN THE UTILITIES.
THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL 51TE WORK SHALL BE PERFORMED IN
STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT.
37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FDR CONTINUATION OF SITE UTILITIES WITHIN THE
BUIU)ING.
12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT
GEOTECHNICAL REPORT.
13. SUBGRADE SOILS IN ALLAREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT ISTO BE
PLACED SHALL BE DEL NEATED AND PROTECTED ATALLTIMES FROM COMPACTIVE ACTIVITIES (I.E. HEAVY
if
EQUIPMENT, STOCKPILING).
14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENTSHALL (IM ON MEDIUM DENSETO VERY DENSE NATIVE
SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS
PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER
GEOTECHNICAL REPORT.
15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED
AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES.
16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUWDATION DRAINS. FOUNDATION DRAINS SHALL BE
INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE
INDICATED ON THE PLANS.
17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION
OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER.
1.8. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE
CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE.
19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM
DOWNSTREAM OF THE SITE STORMWATER MANAGEMENT SYSTEM.
20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE
I MPROVEMENTS INDICATED ON THESE DRAWINGS.
21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT. PRIOR TO
FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE
13ACKFLOW TEST REPORT. TEST REPORTS CAN BE FAKED TO 425-744-6057 OR EMAILED TO
JEFF . KOBLYK@EDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY
THEREAFTER.
22. AS A M NIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE
IN
EQUIVALENT OF THEIR PRECONSTRUCrION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS
AND STANDARDS.
23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE
METHODS FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION
CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS.
38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICALWORIL
39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM.
40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR
APPROVAL PRIOR TO INSTALIA TION.
CONSTRUCTION SEQUENCE NOTES
1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT 425-771-0220, EXT.
1326- TWO DAY (48 HIT) NOTICE IS REQUIRED.
2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROLNOTES.
3. CALL FOR UTILITY LOCATES.
4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY
AREAS OF VEGETATIONOUTSIDE THE CONSTRUCTION ZONE
S. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY ENGINEERING INSPECTOR.
ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTE 0
PRIOR TO ANY CONSTRUCTION OR SITE CUARINr. EROSION AND SEDIMENTATION CONTROL PRACTICES
ANO/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED.
6. DEMOLISH EXISTING STRUCTURES
7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES.
S. CLEAR, GRUB & ROUGH GRADE SITE. REVEGE FATE DISTURBED AV -As NOT SUBJECT TO ADDITIONAL
SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE
STABILIZED PER EROSION CONTROL NOTES BELOW)
9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS.
10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGE TATION OF ENTIRE SITE.
11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL
MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR
BENCHMARK DATUM HAULROUTE
THE MONUMENTED CENTERUNE NAVC 88 LEAVING SITE:
OF 220TH ST.S.WASTHE HWY 99 TO 220TH ST SW, 220TH SIT SW
BEARING OF N 89*W23' W. TO I-S NORTH OR SOUTH (DROP OFF,
FILL SOURCE TBD BY CONTRACTOR)
ENTERING SITE:
1-5 To SR-104, SR 104 TO HWY 99
NORTH, R TURN INTO SITE
LEGAL DESCRIPTION
PARCEL A:
THE -EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 27
NORTH, RANGE 4 EAST, W.M, EXCEPT ZZOTH STREET SOUTHWEST.
PARCELS
THAT PORTION OF THE WEST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER 0 F THE SOUTHWEST QUARTER OF SECTION
29, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON DESCRIBED AS FOLLOWS:
BEGINNI G ATTHE QUARTER CORNER ON THE WEST BOUNDARY OF SAID SECTION 29;
THENCE ZAGSAr ON THE EAST AND WEST CENTER LINE OF SAID SECTION, 1014.6 FEET, MORE OR LESS, TO THE INTERSECTION WITH THE EAST LINE
OFTHE WEST HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAL D SECTION;
THENCE SOUTH r16'EAST ALONG SAID EAST LINE OF SAID WEST HALF OF THE NORTH EAST QUARTER OF TH E NORTHWEST QUARTER OF TH E
SOUTHWEST QUARTER, 30 FEET TO THE TRUE POINT OF BEGINNING;
THENCE CONTINUING SOUTH ril? EAST ALONG SAID LINE 372.9 FEET;
THENCE SOUTH 86*W WEST 205.6 FEET, MORE OR LESS, TO THE EASTERLY RIGHT OF WAY LINE OF STATE ROAD NO� 1;
THENCE NORTHEASTERLY ALONG THE EASTERLY RIGHT OF WAY OF SAID ROAD, 425 FEET, MORE OR LESS, TO A POINT 30 FEET SOUTH OF THE
EAST AND WEST CENTER LINE OF SAID SECTION 29,
THE CE EAST, PARALLELWITH SAID EAST AND WEST CENTER LINE OF SAID SECTION, 18.5 FEET, MORE OR LESS, TO THE TRUE POINT OF
N`
8 EGINNING;
EXCEPTTHAT PORTION THEREOF CONVEYED TO SNOHOMISH COUNTY BY QUIT CLAIM DEED RECORDED UNDER RECORDING NO. 2364652.
PARCELC
THAT PORTION OFTHE WEST HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION
29, TOWNSHIP 27 NORTH, RANGE 4 Eka; W.M, IN SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
6 EG I N N I NG AT THE QUARTER CORNER ON THE WEST BOUNDARY OF SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST, W. M., IN SNOHOMISH
COUNTY, WASHINGTON;
THE CE EASTON THE CENTER LINE OF SAJD SECTION 29,1014.6 FEET TO -THE EAST LINE OF SAID WEST HALF OF THE NORTHEAST QUARTER OF
N f
THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER;
THENCE SOUTH I-1W EAST ALONG SAID EAST LINE, 402.8 FEET TO THE TRUE POINT OF BEGINNING;
THENCE SOUTH rIW EAST 14.7 FEET,
THENCESOUTH 89-STWEST 273-2 FEET TO THE INTERSECTION WITH THE EASTERLY MARGIN OF THE RIGHT OF WAY OF STATE ROAD NO. 1;
THENCE NORTHEASTERLY ALONG THE EASTERLY RIGHT OF WAY LINE OF SAID ROAD TO A POINT WHICH BEARS SOUTH 86*36'WEST FROM THE
POINT OF SEGI -
THENCE N=NW'N3G6! EAST205.6 FEETTOTHE POINT OF BEGINNING.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON
PROJECT SITE
VICINITY MAP
wS a
I[____i_-8b0-424-555i==1
I CAUTION11
F _cALL BEFoRE You
IUII ED UTI UTI ES EXIST IN TH E AREA AN D UTILITY
INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT
THE ONE CALL LITIL LOCATE SERVICE A MINIMUM OF 48
HOURSITRIOR TO CONSTRUCTION
LEGEND
DESCRIPTION
EXISTING
PROPOSED
ARM
BLDG
BOW
EL
CS
CNIP,
C ONC
CONST
CU YD
DDCVA
DIA
- -------- -
DIP
IELEV
EDP-
EX
FOC
FFIE
FIT
Fl.
IT
GV
.... ...... ..
HP
ID
. . ...... ...
IE
... .......
L
LF
LP
--- - --------
LT
WINK
MECH
MH
MIN
ABBREVIATIONS
PROPERTY LINE
CENT PROPERTY LINE
CENTERILLNE
CLEARING LIMITS
SEDIMENT BARRIER
CONTOURLINE
FENCE
+
ABANDONED
- ------
BUILDING
BOTTOM OF WALL
MU
-1 . ....
MON
NTS
MECHANICALJOINT
...... 11 . ...... I ............ .
MONUMENT
X_
NOT TO SCALE
ONCENTER
I POINT OF CURVATURE
. . ........... --- - -------- -
POINT OF INTERSECTION
POST INDICATOR VALVE
- - - --------- ___ -1. ___
PROPERTY LINE
CENTERLINE
CATCH BASIN
OC
PC
. ..... .
IPI
'PIV
IL
X
:1[��
CORRUGATED ME TAL PIPE
--ss ss
CLEANOUT
CONCRETE
CONSTRUCTIO
S AN ITARY SEWER UNE
MANHOLE
STORM DRAIN MUM
STORM DRAIN PIPE
ROOF DRAIN
-so- so
PIT
PVC
PVT
PVMT
PVT
R
REINIF
AT
POINT OF TANGENCY
POI NT OF VERTICAL CU FIVE
POINT OF VERTICAL
INTERSECTION
PAVEMENT
POINT OF VERTICAL TANG.
-R-A'DI'U'S
SD -SD-
CUBIC YARD
DOUBLE DETECTO
VALVE ASSEM ELY R CHECK
DIAMETER
1 DUCTILE IRON PIPE
EXPANSION JOINT
R- - - R - IT
11- R
FOOTING DRAIN
F F
-
F-
PRESSURE LINE
P P
P_
CATCH BASIN !7.E 1!..
CATCH BASIN WIPE 2)
REINFORCEMENT
EMENT
ELEVATION
kDGEOFIPAVEMENT
EXISTING
RESTRAINEDJOINT
CLEANIOUT
- - ----- ---- - ---
- -- -- - ---------
REY
AT
STY
SECT
SDMH T
Sim
RETAINING
RIGHT
CLEANOUT AND WYE
GRADE BREAK
SURFACE SWALE
-
- - - - - - -
FIRE DEPT. CONNECTION
RA
STORM DRAIN
WA WA
Pit
..
W�WA-
FINISHED FLOOR ELEVATION
FIRE HYDRANT
FLANGE
FEETIFOOT
GATE VALVE
....... ..
HIGH POINT
-HE'I'G'HT'
SECTION
STORM DRAIN MANHOLE
. .......... ... . .... ...
SIMILAR
SQUARE
.... ... ... - ------
SANITARY SEWER
SANITARYSEWER
MANHOLE
STATION
DRAINAGE ARROW
WATER LINE
WATER METER
SQ
SS
SSMR,
STC1
STL
------------
TB
TOC
TOW
TOP
TYP
VC
W1
WM
FIRE 14YDRANT
FDC
PIV
GATE VALVE
TEE
.... ......
.... ... ---
. ............
----------
. . ....... . .......
. .... - - - ------ - ---- ---- - - ------
INSIDEDIAMETER
. . ....... ___ ........... - - ----- -------
INVERT ELEVATION
........ ..... _ ........... -
UENGTH/UNE
STANDARD
STEEL
--
THRUSTBLOCK
TOPOFCUR 0
TOPOFWALL
TOP ELEVATION
TYPICAL
90* BEND
THRUST BLOCKING
..
.
LINEAL FOOT
CAP
. ........ ...... .. ..
... ........
7��
LOW POINT
-------
LEFF
I'mimum
MECHANICAL
. .......
MAN14OLE
MINIMUM
.. ... .....
CONCRETE PAVEMENT
ASPHAITPAVEMENT
CRUSHED SURFACING
ROCKERY
VERTICAL CURVE
WITH . .......
WA TER M �R
SPOT ELEVATION
'P
L HON INE
W. E .....
E EL
GAS LINE
f
-E-E
G.. a G,
6:777 G_
L . jIG - N ...
--------
SHEETINDEX
CIA
COVER SHEET AND GENERAL NOTES
C2.1
TEMPORARY EROSION AND SEDIMENT CONTROL PLAN
C3.1
GRADING AND DRAINAGE PLAN AND DETAILS
C4wi
WATER AND SEWER PLAN AND DETAILS
C5.1
SITE IMPROVEMENT PLAN AND DETAILS
C611
TRAFFIC CONTROL PLAN AND DETAILS
uITY C^n
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EDMONDS. WASHINGTON 05020
PHONE (426) 778-SSOD
FAX (425) 778-5536
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JOB NO.: 17297.2D
sHEE:r
C1 .1
N 89'542J' W 955,46'
I - - - —
NW 1/4,
SW 1/4,
SECTION 29, TOWNSHIP 27 NORTH, RANGE
4 EAST, W.M.
FILTER FABRIC MATERIAL 36" MIN WIDE
ROLLS. USE STAPLES OR WIRE RINGS TO
ATTACH FABRIC TO WIRE. JOINTS IN FILTER
FABRIC SHALL BE SPLICED AT P05T&
2"x2" By 14 GA. WIRE
FABRIC OR EQUIVALENT
FILTER FABRIC
MATERIAL
TEMPORARYCATCH
BASIN INLET
PROTECTION
/7_
'_ 7/-
CS RlV�-j5Z00
1E IF 01 E�:447150,1111-
'J�'W
JE 6- PVC,`E)`=347.4
TEMPORMCATCH
COMMERCIAL
=C= NO 1E 122001
8,849 5F
-349 1
�E 12- (-S�9-34 .1
VEHICL RE1.
SrABJUZEqOONSTRUCnON ENTRANCE, AS
K & VEHICLE TRAFFIC WILL BE ON
EXISTING PAVEMENT RATHER OSED
SOIL PROVIDE SfQEF.T SWEEPIZMPEZO.O.E.
TPCIl0 N ED
Sit FE� E, I BM -SA N EDE
1. M N TT( BE 'M VE
TEMPORARY CATCH 1 11
PROINLET n CIS IN DE AT 30 STP
T"EcrioN E OF MP OVE 10
4 ITE NE�l
Y
4 illy
4 in
4 ITY
4 fly
oc4no s w 4 in SPICY
THERE SHALL BE A 2 4
MINIMUM OF 20'OF CO R�IL4.07/
PARKING AREA PRIOR TO , E� 12: to = 9-
TO ALLOW III M"0,07
GATE
VEHICLES TO BE CLEAR
OF HI - /1 7
O=T.= e ' GATE
/ I LOCATni
DEM0=POfiMtbN
OF B
A.4
ALL57ATE
JOB SHACK 122019
N LOCO%710 6.614 SF
FFE:353,13 REMOVE
TEMPORARY T
xCSI I Y, ET STO KPILE LOCATION
I ON (IF NEEDED). KEEP COVERED
I I / I - - ER DOE OMP4,44 P'u- 3�' 0,
-7,
I �47 --
3
F CLEARING AND
INSTALL CHAI 77�-',
IN CE AT CLEARING
LIMIT LINES I
DIRECTED BY CrFy-
J.
EMPORARY RIM=349.62
D__ NIE CP09=346.92
8
_ a3 PRO 1- r'O T :Xl E _R
PRCI�E N
RcI 02
rR
346.78
I'E '8' 'Op�"�==346.78
1 7 � 4- W3)-34!
. LEI!
TEMPORARYCATCH
a PROTECTION
BAS"': INLET
C-R Rx'M=346-�--
Z: If fE Z- RCPI'E,
I lr34a 15
�CB Ril,
IE 1 0'
EiasnNG BLDG TO
AND UNDERGO TE
JIMPROVEMENTS,
IOVE CB; T:�:
MANENTI:P
PIPES AT OUTER
PORA CATCH
0 IN IN
N 89'5423' W 1748.71'
- — - — - — - — - — - —
220TH ST. S.W.
PROVIDE I NLET PROTECTION
FOR NEXT DOWNSTREAM CB
77 '. . , �7174N, 85irs-Iffl—W714 =,662-�
PIM=345.J8
�4
I
FAMILY FUN
CENTER
17212
14,104 sr
if
TEMPORARY EROSION AND SEDIMENT CONTROL PLAN
� (j)- �wm""-D. fllL--JlIIL--m I I 1 16
30 0 is 30 60
M.
2
2 2 By 14 6AWIRE
FABRIC OR EQU V IF
F
STANDARD STRENNIA
FABRIC IS USED
' ' f_ 1"11'MINT Illo-I
F�ILTE� BACXFILLTRENCHY
SURY BOTTOM 0
NATIVE SOIL OR 31
4�ITH
�f,�T R A �6;ffj�(jlj'
WASHED ROCK
6' MAX 6", TYP
2"M" WOOD POSTS, STANDARD 2"X4' WOOD P05T ALT:
OR BETTER OR EQUAL STEEL FENCE POSTS
ALTERNATE: STEEL FENCE POSTS
SILT FENCE NOTES
1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OFTHE BARRIER TO AVOID
USEOFJOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY ATASUPPORT
POST, WITH A MINIMUM 6 INCH OVERLAP. AND BOTH ENDS SECURELY FASTENED TO THE POST.
2. THE SILT FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE
3. SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 18 INCHES).
A SHALLOW TRENCH SHALL BE EXCAVATED, ROUGHLY 6 INCHES WIDE AND 6 INCHES DEEP, UPSLOPE AND ADJACENT
To THE WOOD POSTS TO ALLOW THE LOWER EDGE OF THE FILTER FABRIC TO BE SECURED WITH GRAVEL
4. WHEN FILTER FABRIC NOT AS STRONG AS MIRAFI 70OX 15 USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED
SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTV WIRE STAPLES AT LEAST I INCH LONI TIE WIRES
OR HOG RINGS. THE WIRE MESH SHALL EXTEND INTO THE SHALLOW TR ENCH A MINIMUM OF 4 INCHES AND SHALL
NOT EXTEND MORE THAN 36 INCHES ABOVE I HE ORIGINAL GROUND SURFACE.
S. THE MIRAF 70OX FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE , AND AT LEAST 18 INCHES OF THE FABRIC
SHALL BE BURIED IN THE SHALLOW TRENCH. THE FILTER FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE
THE ORIGINAL GROUND SURFACE AND SHALL NOT BE STAPLED TO TREES.
6. WHEN EXTRA -STRENGTH FILTER FABRIC (MIRAFf 70OX OR EQUAL) AND FOUR (4') POST SPACING IS USED. THE WIRE
MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED ORWIRED OIRIJ:TLYTO
THE POSTS WITH ALL OTHER PROVISIONS OF NOTE 5 APPLYING.
7. THE TRENCH SHALL BE BACKFILLED WITH NATIVE SOIL OR 3/4" -l.S' WASHED ROCX
S. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE
UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. THE NEWLY DISTURBED AREAS RESULTING FROM SILT FENCE
REMOVAL SHALL BE IMMEDIATELY SEEDED AND MULCHED, OR OTHERWISE PERMANENTLY STAJIIUZED TO THE
SATISFACTION OF THE CIVIL INSPECTOR.
9. SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAJNFAU. AND AT LEAST DAILY DURING PROLONGED
RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.
10.MAINTENANCE: ANY DAMAGED OR CLOGGED FENCE SHALL BE REPAIRED/REPLACED IMMEDIATELY. SEDIMENTMUST
BE REMOVED WHEN THE SEDIMENT DEPTH IS 6 NCHESORGREATER. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL
OF THE FENCE THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND.
SILT FENCE
I �V y"K.,
/15RATE
2
CATCH BASIN
TKIS APPLICATION SHALL BE
MAINTAINED AT ALL TIMES
DURING CONSTRUCTION PERIOD.
SEDIMENT SHALL BE REMOVED ON
A REGULAR BASIS TO MAINTAIN
FILTRATION EFFECTIVENESS.
kMIRED ON ALL EROSION CONTROL
1��ZECTIDN
BEFORE WORK CAN BEGIN.
[=MR&�SIQNS
M
STANDARD DETAIL
MINIMSMIDiffTWFORCATO1111M
7A� I— M r-- E13
If required, drape filter tabric
over brush a
min. trench v�lllec=li�nl .4X
backfilL
Kin 5'vAde brush Darner with
rr� 6' cJkvTvter woody debris,
Atffnatively
may be used=,
......... ..
Figure &2.11 - Brush Barfler
-:Zz
I,-
Anchm 1.1 of
faterf=C 111=1
sandbags, or equivalenl_
S17�1 EDMONDS STANDARD DE.TAII �ZE!�TAN DA�RDDITAI �1- BR �UIH BAR �Rl IR
FOR Eltri'llON 0,N AND DMINAIRE
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ENGRYCEIIEMNIS
250 4TH AVE. S.. SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 7741-5536
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IE112"?I(NE)A349 I
2
NW 1/4, SW 1/4, SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST,
N 89'542J' W 174&71'
- - - - - - - - - --
CB R1M!=34a6.3 220TH ST. S. W C8
1E 12' RCP(N)=JJ?.6
A&
SV54M' JV- 346,62-
CB _Rllf=35�07
COMMERCAL
NO IE 122001
6,849 SF
CATCH BASIN
SCHEDULE
MARK
TYPE
RIM ELEV
INV ELEV
NOTES
Q
54" TYPE 11
352.52
36' (E)=344.80
ROOF DRAI N TIE-IN;
SOLID LID
54- Type 11
351.88
(W)-344.80
ROOF DRAIN TIE-IN;
36"(S)=344.80
OPEN GRATE
36'(N)z344-80
FLOW CONTROL
54' TYPE 11
350,80
S"(W)-347.97
STRUCTURE W1
10"(S)=344,80
OPEN GRATE
TYPE 1
352.92
8"(EI-348.92
8"(N)-349.92
"werTLE
I&
TYPE 1
352.53
$'(S)-350*15
IFIVE
4" CIA PERFORATED PVC PIPE
WITH 6" OF I" MINUS WASHED
GRAVELAUL AROUND, WRAPPED
8" MIN FROM WOOD.
IN NON -WOVEN GEOTEXTILE
SEE STRUCTURAL DRAWINGS
FABRIC, SLOPE AT 0.5% MIN.
TURN DOWN PERFORATIONS AS
SHOWN
6" DOWNSPOUT TIGHTLINE TO
FINISHED GRADE
CONVEYANCE SYSTEM @ 0.5%
LA
MIN.P CENEXTTOFOOTING
-7
DRAIN OR AS SHOWN ON
GRADING & DRAINAGE PLA
(CONTRACTOR MAY LOCATE ON
EITHER SIDE OF FOOTING DRAIN)
0. 0 0
00 00
----7
0.
LINE OF MAX EXCAVATION.
o 0
__VATED
IF SOL IS VER)�
REPLACE WIT. 1EAN .1 �
10, 0
0 0 01
SSCO RIN=J46.34 WhIlethaw
Ins,
V, (toor& footing min lin�� Bic two syftms
stall Im sqxcate. Rwfdrain line shall be
�' ��d
9� Ilk
M
id olre. Footioa drains simll connect
I GREASE TRAP r2) ��QNG AND ROOF DRAIN SECTION
I I I I 1 0,1 1 r I RIM-345.
GRADING AND DRAINAGE PLAN
NOTES: 30 is 40 60
GRADING QUANTITIES PAVING LEGEND
TOTAL EXCAVATION (CUT) - 10 Cu YDSTOTAL NEW/REPLACED ASPHALT
EMBANKMENT (FILL) 40 CU YDS
TOTAL 5 . 0 CU YDS OVERLAY EXISTING ASPHALT/UTIUTY SAWCUT
IF u WNABO EAREFORTHEPERMITPRO NEWCONCRETE
HE Q ANTITI11 1110 V CESS
ONLY. THESE VALUES ARE APPROXIMATE. DO NOT U
BIDDI NG, PAYMENT, OR ESTIMATING PURPOSES.
_oOVERFLOW
IE - 347.80
*OUTLET
TIE = 344.80
OPEN GRATE
FINISHED GRADE
I'MIN COVER UNDER
DRIVEABLE SURFACES, 1'
I E SS - 348.3f UNDER LANDSCAPE AREAS
JE EV = 344.80 LEVEL -
� � U ' J'_J'__'
T111.1-11,
TYPE 11 CS
F�
�10 CAP
DETENTION TANK
OPEN GRATE
FOOTING
56 LF- 36"0 CAP
ELEV = 347.80
DETENTION TANK
FROM
DETENTION TANK
JE z 344.86
tD-0 PVC FLOW z rNOTE 54'0 TYPE 11 C3
F 1 N
CONTROL ASSEMBLY
'T" OR CE' TO BE SHOP
RESTRtCTOR PLATE 0 RILLEI�1�.AORRPFMD.
.4 2. IF RIM TO INVERT EXCEEDS S', A TYPE
RIM=J30.88 W/ 0.5'0 ORIFICE _'1z 11 CB WILL BE REQUIRED.
FLOW CONTROL STRUCTURE WITH DETENTION TANK -SECTION
�_Z,
�OOTING DRAWS NOY
TO BE M, INTO
OFTENT" MTEU
1. 3'SEPARATION IS REQUIRED BETWEEN DRY UTILITIES (POWER, GAS, PHONE, CABLE, ETC) AND SEWER, WATER AND STORM, AND S' FROM ANY CITY OWNED UNES.
2. ALL DISTURBED AREAS ON AND OFF-SITIESHALL BE REVEGETATED TO MATCH PRE -CONSTRUCTION CONDITIONS AND COMPOST AMENDED PER REQUIREMENTS OF
EIMP TS.13 IN THE STORMWATER MANUAL, VOLUME V, CHAPTER S.
3. A TYPE It MANHOLE IS REQUIRED IF THE RIM TO INVERT EXCEEDS 5'.
4. N EW/REPLACED IM PERVIOUS SURFACE: 8,415 SF
- ADDITIONAL But LDING: 1,021 SF
NEW ASPHALT: 4,698 SIF
NEW ONCRETE:Z696SF
NOTEC:OVERLAYS NOT INCLUDED IN IMPERVIOUS AREAS COUNITIVALL NOT BRING PAVEMENTIFO BASE COURSE LAYER
5. DETENTION SIZING FOR BUILDING AND SURROUNDING CONTRIBUTING ARM ACCOUNTS FOR NEW/REPLACEDTOTAL . RETROFIT REQUIREMENT, SEE DRAINAGE
REPORT.
6. CONTRACTOR SHALL FIELD VERIFY EXISTING BLDG FINISHED FLOOR PRIOR TO SITE CLEARING & GRADING AND REPORT TO CIVIL ENGINEER.
7. STORM EAS EMENT TO BE PROVIDED BETWEEN PROPERTIES PRIOR TO OCCUPANCY.
off.
w, 1 9'".1,1
,.�DMONDS STANDARD DETAIL
1. Topsoil layer in planting beds achieves a
minimum organic matter content of 10 percent.
2. 3 inches of composted material Is rototilled Into
5 inches of $oil for a total settled depth of 8
Inches (Building Soil Manual, 2016).
3, Surface is smooth and no rocks over 2 inches in
diameter remain.
4. 2 inches of organic mulch is provided.
M!an RESUB
APR � 0 2018
En� "'a mvmnff mt-
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
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250 4TH AVE. S., SUITE 200
EDMONDS, WASFINGTOM 98020
PHONE (425) 778-8500
FAX (425) 778-&536
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JOB
SHEET
C3.1
NW 1/4, SW 1/4, SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M.
30 0 is 30 60
WATER AND SEWER PLAN NOTES-.
1. TSEPARATION IS REQUIRED BETWEEN DRY UTILITIES
(POWER, GAS. PHONE, CABLE, EIC) AND SEWER,
WATER, AND STORK AND 5'FROM ANY CITY OWNED
LINES.
2. EXISTING SEWER LATERAL SHALL BE RE -USED.
APPLICANT & CITY OF EDMONDS SEWER OPT SHALL
TV To VERIFY ACCEPTABILITY. APPLICANT SHALL
SUBMITTO CITY FOR REVIEW & APPROVAL PRIOR TO
USE.
3. SEWER PIPE TO MAIN SHALL SLOPE AT 2% MIN, 20%
MAX W/ ; MIN COVER. PIPE EXCEEDING 20% SHALL
BE ANCHORED. FIELD VERIFY SYSTEM LOCATION, SIZE,
CONDITION, MATERIAL, AND DEPTH PRIOR TO UTILITY
CON5TRUCWN.
4. GREASE INTERCEPTOR SIZING BY OTHERS BASED ON
DEMAND FROM BUILDING.
S. REQUIRED METER SIZES AND CONNECrION ON
DEMAND SIDE OF METER TO BE VERIFIED BY
PLUMBING PERMIT.
6. WATER SERVICES SHALL BE COPPER FROM THE MAIN
TO THE METER AND INSTALLED BY THE CITY OF
EDMONDS. LINES FROM THE METER TO THE
BUILDING CAN BE ANY APPROVED MATERIAL.
SERVICE UNES SHALL BE INSTALLED WITH TRACER
WIRE.
7. SEWER EASEMENT TO BE PROVIDED BETWEEN
PROPERTIES PRIOR TO OCCUPANCY (PROPERTIES
HAVE SAME OWNER)
S. THE FOLLOWING ARE INSTALLATION REQUIREMENTS
FOR THE GREASE INTERCEPTOR AND WILL BE
EXAMINED ON INSPECTION,
_6. PVC LINES ENTERING AND EXITING GCI
-PROPER VENTING TO ALLOW EXCHANGE BETWEEN
CHAMBERS
-BRACKETS SUPPORTING AL DOWNLEGS IN G1.
-SPECIFIC FOR TRAFFIC
-GRADED AWAY FROM THE MANHOLES TO PREVENT
RUNOFF ENTRY
-MANHOLE COVERS ABOVE EACH DOWNLEG FOR
CONSTRUCTION AND MAINTENANCE.
STRATA GREASE lNrERCEP`TOR
1� G�I -p-ty
- (� �aGREAnSE INTERCEPTOR
RESUB
APR 2 0 201B
OUIL" )F AF(rMENT
Mo
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APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
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250 4TH AVE. S.. SUITE 200
EDMONDS. WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
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JOB NCL-
117297M
SHIMT
C4.1
NW 1/4, SW 1/4, SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M.
N 89'54*23' W 955.46,
NORTHBOUND TRAVEL LANES
(SHOWN FOR GRAPHICAL
PURPOSES, NOT SURVEYED)
DASHED LINE DEPICTS MIN RADIUS,
PAINT FIRE LANE WIDER HERE
SIDEWALK
IMPROVEMENTS
MAY BE REQUIRED;
e)SEE NOTE I
REPLACE
PAVEMENT IN
UTILITY SAWCUTS
ADA PAVEMENT
MARKING PER
ARCH
/ '41
N 895423* W 1748.71'
220TH ST. S. W.
FINAL MINT SHALL BE A NEAT � CLASS Me -
STRAIGHT INE AND ALL EXPOSED K 64-252
�/CBGC' SHALL RE TACKED NEATLY (Six NOTE B,
WITH V DOT STAMMOD
SICCIFI A"—
APIRD ED TACK OR APPROVED
EOUAL. SLOPE EXCAVATION To
AVOID
EXISTING MMA-1 UNDERMINING EXISTING
IN,
EXISTING
MATERIAL 4 A "A
4
1-114- MINUS
CSBC PER W'ZOT TRENCH WIDTH
9-01943) IMPORT DR NATIVE MATERIAL
CSEE NOTES 364) BACKFULL $HAL BE COMPACTED To
9,X MAXIMUM DENSITY (SEE NOTE 2)
NUTES,
I SEE CITY or EDMONDS MODIFICATIONS To DIVISION 9 or THE CURRENT V$DD7 STANDARD
SPE IFICAfIONS FUR 8ACKFILLING REQUIREMENTS,
SLH It PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING CD ANTES DOCUMENTING THAT
THE BACKFILL MEET$ 4 MINIMUM or 95X DENS17Y PER ASIR D. 1557,
3 CSTIC DEP H SHALL BE A MINIMUM 6- OR HAT H EXISTING WHICHEIVIR IS GREATER, WDHEN
M�TCHI G EXISTING CSUIC DEPTH GINCATER TH A 6'. THEN CSBC SHALL HE INSTALLED IN
MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 6'.
4 IF TRENCH WIDTH EXCEEDS 6 FEET IN WIDTH, THE TOP 8' or CSDC SHALL BE REPLACED
WITH A SEPARATE 21 LIFT OF 1/0' MINUS CSTC PER WSDOT 9-03.90).
5. HNA MPT SHALL BE A MINIMUM OF 4' THICK. UNLESS APPROVED By THE ENGINEER, ANY
DEPTH URCATER THAN 4' SHALL MATCH EXISTING. UNLESS APPROVED BY THE ENGINEER, T�E
NNA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS Nor EXCEEDING �
6. FINAL PAVEMENT JOINTS S LL BE NEATLY AND UNIFORMILY SEALED V11H VSBoT STANDARD
SPECIFICATIONS APPROVED JOINT SEALANT DR APPROVED EQUAL.
:�CJTY- O�--.�
STANDARD DE -TAIL
11
PATCH
TYPICAL HMA AND UTILITY PATCH
Z EMCLISH I alo HTS
V
t
sL
CONCRET CURB —I W No LESS INAM 3- IN HEIGIII
LtONSYMM1V
C o'.1"AMPORPAU'R.R.RNATH"
NOTC- NOT TO BE US IN
R U... EXCEIPT 10 REPA.
ZXIST MG EXTAUULD
JA.BNG.
. .. ................. ........ .... ........ ....... .. . - - ----------- - ... ........
Owl, hpp—wl
mmw ��I5 -CITY OF EDMONDS STANDARD DETAIL CITY OF EDMONDS STANDARD DETAIL
FAMILY FUN As MZVkS- SCALE: NTS
CENIER
#7212
14,104 sr
&__S� I T� E 1� 0 V E M E N T P LA N 0
30 0 15 30 60
NOTES:
1. REMOVE & REPLACE DOTING SIDEWALK, CURB & GUTTER, INCLUDING DRIVEWAY
APPROACHES WITHIN RIGHTOF WAY IF:
CURRENTLY FAILING
DAMAGED DURING CONSTRUCTION
NOT ADA COMPLIANT
2. 2' MIN ASPHALT CUT MAY BE REQUIRED WHEN REPLACING CURB & GUTTER�
3. 2... GRIND & OVERLAY MAY BE REQUIRED IN SR-99 DEPENDING ON NUMBER OF UTILITY
PATCHES & LOCATIONS. AN INSPECTION WILL BE REQUIRED TO DETERMINE FINAL
RESTORATION REQU REMENTS1 LIMITS.
4. ANY STRIPING (CURBING CROSSWALK, CENTERUNE, ETC) DWURBED DURING
CONSTRUCTION SHALL Bi RESTRIPIED. AS REQUIRED, PRIOR TO CONSTRUCTION.
S. IF SIDEWALK DOES NOT MEET ADA REQUIREMENTS, IS CURRENTLY DAMAGED OR
DAMAGED DURING CONSTRUCTION, THE SIDEWALK WILL NEED TO BE REPLACED.
PAVING LEGEND
NEW/IREPLACED ASPHALT
OVERLAY EXISTING ASPHALT/UTILITY SAWCUT
EKDNEWCONCRETE
INSPECTICI. RE.UIRED ON
Cfi.TR'11 .,R
EXPANSION JOINTi
DUMMY
\—.W 2-CUIRCH—ED-GET
PLAN CUTTER.
FULL DEPTH We' EXPANSION
SECTION \EDWAME N.11.�,f I NIHRIF-t'I
Li �T;R.
SAW CUT BY ENGINEER
S,S. IMJS CSTC
N 0 T E,
U CONCRE `E SMALL BE CLASS 3- 30DOPSI
2. CONCRETE SHALL BE momm rRa Mn
3. SIDEWALK THICKNESS SMALL BE
4. SIDEWALK T41CKHESS AT DRIVEWAYS SHALL BE 6' T41C
5. CURB AND GUTTER SHAL BE POURED SEPARATELY PROM SIDEWALK
6. CONCRETE SHALL BE IP AIED WITH CLEAR CURING COMPOUND
OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS,
7� SAW Cut AND REMOVE ACP PAVEMENT A MIN, OF Z' FROM GUTTER
FACE TO INSURE ADEQUATE COWPACTION OF ACP AND GUTTER SUBG1.E
STANDARD D TAIL
D, "PT 1127/05 CONIMMMEWALK
T
CE ]MIS
NOTE: EXTRUDED CURB MAY BE USED ON SITE RATIMERTHAN VERTICAL CURRIGU17ER SHOWN IN DETAIL
CITY OF EDMONDS STANDARD DETAIL
Applicant stral! rapairroplace all d0rwqe to
utilities a' frontage mo rovements, liD City
rig ht-of-way per city 31�t Wards that is caused
or C=Urs fjuring tFe prmitted project.
1/2' ASPHALT CONCRETE
WEARING COURSE (WSDOT
STE) SPEC S-04.0)
CRUSHED SURFACING
BASE COURSE (WSDCT
SID SPEC 9-03.9(3))
p MATERIAL
SUITABLE
FILL; TOP Ir COMPACTED TO A
MINIMUM OF 95% RELATIVE
COMPACTION USING AASHTO
-180 [ASTMI 01557)
OIL', =_=I T TABLE NATIVE MATERIAL
SHALL BE REPLACED
TYPICAL PAVEMENT SECTION RESUB
1�1��ATI 1ROP11TY APR 2 0 2018
BUILDING DEPARTMI
CITY OF EDMOND
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
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FAX (425) 7711-3536
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JOB NO.. 17297.20
SHMT
C5.1
NW 1/4, SW 1/4, SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M.
89.54'23* W 955.46' IF
TRAFFIC CONTROL PLAN NOTES:
1. REFERENCE DETAIL 2 FOR TYPICAL TRAFFIC CONTROL SYMBOL$,
SIGN SPACING, ETC.
2. COORDINATE HWY 99 TRAFFIC CONTROL WITH COMMUNITY
TRANSIT PRIOR TO CONSTRUCTION.
3. WORKE PECrED TO OCCUR DURING CITY APPROVED WORK
HOU S. TUI 12' &N'E)—LJ49 I
tr 4 . I
7;00 AM TO 6:00 PM ON WEEKDAYS 12' 01(S�j 4
10:00 AM TO 6:00 PM ON SATURDAYS
4. ONLY (1) WORK ZON E MAY BE WORKED ON AT ONCE.
WORKZONE1:
SIDEWALK, NEW WATER SERVICE.
TRAFFIC CONTROL:
S DEWALK DETOUR PER &H-28 &SHORT TERM LANE CLOSURE PEY
I[
6H-33.
WOPIZONE I
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IV �S
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EDMONDS, WASHINGTON 99020
PHONE (425) 778-8500
FAX (425) 778-5536
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DRAWN BY. ATD
JOB NO-- 17297.20
SHEET
C6.1
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
GENERAL NOTES
1. ANY CONFLICTS OF WORK SHALL BE BROUGHT TO THE CONSTRUCTION MANAGER'S ATTENTION BY THE
PLUMBING CONTRACTOR PRIOR TO PURCHASE OF EQUIPMENT CR COMMENCEMENT OF WORK.
2. COORDINATE ALL WORK WITH ARCHITECTURAL� STRUCTURAL, MECHANICAL� AND ELECTRICAL TRADES.
PIPE ROOTING SHOWN IS DIAGRAMMATIC. PROVIDE ALL OFFSETS, ETC. TO AVOID INTERFERENCES WITH
EQUIPMENT, PIPING, DUCT WORK, LIGHTS. CONDUIT, STRUCTURAL MEMBERS, ETC.
3. PROVIDE ACCESS PANELS FOR SHOCK ABSORBERS, TRAP PRIMERS AND ALL VALVES LOCATED ABOVE
NON_ACCESSIBLE CEILINGS AND INSIDE PIPE CHASES. EXACT LOCATION MUST BE COORDINATED WITIH
ARCHITECTURAL DRAWINGS AND APPROVED BY ARCH17ECT PRIOR TO INSTALLATION.
4. ALL DRAINAGE PIPING AND POTABLE WATER PIPING SHALL BE CONCEALED INSIDE WALLS AND PIPE
CHASES OR ABOVE CEILINGS AS HIGH AS POSSIBLE
5. COORD NATE ALL UNDERGROUND PIPING WITH GRADE BEAMS, WALL FOOTINGS, COLUMN FOUNDATIONS
IN'
AND OTHER STRUCTURAL CONDITIONS. SEE STRUCTURAL PLANS FOR DETAILS REGARDING ANY PIPING
PARALLEL TO, THROUGH OR UNDER FOOTINGS AND PIERS,
6. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR LOCATION OF ALL PLUMBING FIXTURES. EXACT
LOCATION OF ALL PLUMBING FIXTURES MUST BE VERIFIED IN FIELD PRIOR TO INSTALLATION. FINAL
LOCATION SHALL BE AS DIRECTED BY CONSTRUCTION MANAGER.
7. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTION TO ALL EQUIPMENT INDICATED ON DRANNGS.
FINAL CONNECTION SHALL INCLUDE ANY ADAPTERS, NIPPLES SHUTOFF VALVES, PRESSURE REGULATING
VALVES, SHOCK ABSORBERS. BACKFLOW PREVENTION DEVICES, ETC.
8. DO NOT RUN PLUMBING PIPING THROUGH ELECTRICAL CLOSETS. ELECTRICAL SWITCHGEAR ROOMS. OR
TELEPHONE ROOMS.
9. PROVIDE A BACKFILOW PREVENTION DEVICE AT ALL CONNECTIONS TO MECHANICAL EQUIPMENT,
IRRIGATION, VENDING MACHINES, ETC. AS REQUIRED BY CODE AND LOCAL AUTHORITIES CONTRACTOR IS
TO VERIFY NTH THE LOCAL AUTHORITY THE TYPE OF BACKIFLOW PREVENTION DEVICE REQUIRED FOR
ALL APPLICATIONS PRIOR TO INSTALLATION,
10. PROVIDE TRAP PRIMERS ON ALL FLOOR DRAINS.
11. ALL STRUCTURAL PENETRATIONS (SLEEVES, BLOCKOUTS, ETC.) ARE TO BE LOCATED AND COORDINATED
IN THE FIELD BY THE CONTRACTOR IN RELATION TO THE REQUIREMENTS OF FINAL EQUIPMENT AND
FIXTURES SELECTED.
12. PLUMBING CONTRACTOR SHALL VERIFY VOLTAGE. PHASE AND WIRE SIZE OF PLUMBING EQUIPMENT
REQUIRING ELECTRICAL CONNECTION WITH ELECTRICAL CONTRACTOR PRIOR TO PUR04ASE OF
EQUIPMENT.
13. SANITARY VENTS MUST TERMINATE A MINIMUM OF 10 FT. FROM OR 2 FT. ABOVE AIR INTAKES.
WINDOWS OR VENT SHAFTS.
Ro�!iwn Engineering, Inc,
P,.j.ct N ... :,B.ha, Ed..j!��Villagv B!dg B
l9al AIM Ave 1W. Striie 302
Lirnn.Pod,Y'Al'iii!�'
_Edited By: MIMM
Eirlit Dato:!OS/301171
SIZING IS PER 2015 UPC 7S A2 i A4,11 ;
".. .1 1 .. - - j
._!�IPPENDIXkCHAR
, _
1
WATEk wiPkY Ofk stmNi'd cALGiJLAT'lON F'O"RM
AVAJLAOLEPf?ESSCREIS�9o��PRIOF?Toi�ATI��mErEp&&4CKrLOW I
- :
: � - . .......... -
yTLrTrSUPPLY WATER PRESSURE:
- __ __
so IPSYSTATIC PRESSURE
WATER METER Loss:
'9 'Psi
BACKFLOW PREVENTER LOSS:
, 16 7psl
TWPWALLY.'00 PSI.
WATERSOFTENER LOSS.-
6 'psf'
TYPICALLY5,20PS0, IFNO SOFTENER ENTER 'C'.
STATIC LIFT.-5 'FEET 6.5 'PSi
REQUIRED MINIMUM PRESSURE AT
FURTHEST PLUMBING FIIXTURE:
�0 IOSI --I
...... .. .. . .... ... :,. - , I
PRESSURE AVAILABLE TO
OF FSETFRICTION LOSSES:
18.5 7PSI
PIPING SYSTEM LENGTH FROM
SERVICE TO FURTHESTODCURE:
460 'FEET T'
FTIINGALLOVVANCE:
MAXIMUM FRICTION LOS . S FACTOR:
4.1 lPsviooFT
SELECTED FRICTION LOSS FACTOR�
=PSVIOO FT
01,00C � W VEL-Oury 8 FP& MAX !f!V VaO C Try 5FPS�
SUPPLY PIPE SIZING SCHEDULE
CopperTy
Type L
FLUSH TANK CW I NOT WATER
I FLUSHVALVECW
"PIPE SIZE
-FLOW,
Gom
VEL.
FPS
I FIXIVRE
UNITS
FLOW]
GPM
VEiL.
FPS
JFIXIVREJ
I UNITS
FLOW,
I GPM
VEL.
. FP . S
FIXIURE
UNITS
34'
55
2.9
31
65
2±_
2.9___
� e
11D
85
-----
-
-
1.
1-1/4'
12�0
0_0
4.8
54
ISO
x 6
12,0
laii
4
.0
27.0
1AIr
32.0
7,0-
mo
-go-
5.0
1310
310
8-0
ISO
-100
116.0
0
8.0
4 On
7500
720
1000
5.0
215.0
"60
101,
8.0
34IrO
. ........ .
- -------- -
650.0
_ .0
8b
16[)00
520.0
1750
1 400.0
5
280.0
i .
8.0
3.
low.0
fl.
CALCULATIONS AND SIZING
NATURAL GAS PIPE SIZING
P PE SIZE
(ZHES)
CAPACITY (CFH)
(INLET PRESSURE < 2 PSI)
44
Q2
173
1 y4_
355
I)r
532
2'
1.020
1,630
3-
2,890
4-
5,890
NVItZI:
(1) SEE PLUMBING PLAN FOR PIPE SIZE
(2) SIZING AND CAPACITY BASED ON 2015 UPC
TABLE 1216.2(l)
(3) VALUES BASED ON 125' TOTAL DEVELOPED
LENGTH, 0.60 SPECIFIC GRAVITY, 0.5 IN W.C.
PRESSURE DROP, AND SCH. 40 METAUJC PIPE
STORM PIPE SIZING
2015 UPC. TABLE 1101.8, TABLE 1101.12 & TABLE
0101.1
RAINFALL RATE - I IN./HR
VERTICAL LEADERS
ROOF AREA
MIN. SIZE
ROOF
DRAIN
(SO� FT.)
(IN.)
RID-1
1710
RD-2
1520
RO-3
35,35
4
HORIZONTAL PIPING (SLOPE 1/8- PER FOOT)
ROOF AREA
MIN. SIZE
ROOF
CRAIN
(SQ. FT.)
(IN.)
RO-1
1710
3
RD-2
1520
RO-3
3535
4
NVI":
(1) VERIFY SLOPE. ROOF AREA, AND RAINFALL RATE
WITH STE CONDITIONS AND LOCAL JJRISOICTION
PLUMBING LOAD TABULATIONS
PLUMBING LOAD TABULATIONS SHOWN BELOW ARE FOR FUTURE
TENANT BUILD OUT.
WASTE PIPE FIXTLJRF UNIT LOAD CALC,
PER 2915 UNIFORM PLUMBING CODE. TABLE 702.1.
RXTURE aWEA) TOTAL
WATER CLOSET 2 6.0 110
URINAL 1 5.0 5.0
LAVATORY 2 1.0 2.0
FLOOR DRAIN 4 3.0 12.0
MOP SINK 1 3.0 3.0
3-COMP SINK 1 4.0 4.0
PREP SINK 1 2.0 2-0
PRE RINSE SINK 1 2.0 2.0
HAND SINK 2 2 ' 0 4.0
FLOOR SINKS 2 4.0 8.0
TOTAL, A: 54.0 DFU
54 DFU (TOTAL) X 3 'FUTURE TENANTS- - 162DFU
FROM UPC CHART 703.2, 162 DFU -> MIN. 4"W
WATER SUPPLY FIXTURE UNIT LOAD CALQ
PER 2015 UNIFORM PLUMBING CODE. TABLE A 103.1.
FIXTURE m WSEU(EA) TOTAL
WATER CLOSET 2 3.5 7.0
LAVATORY 2 1.0 2.0
URINAL 1 5.0 5.0
HOSE BIBB 1 2.5 2.5
MOP SINK 1 3.0 3.0
3-COMP SINK 1 2.0 2.0
PREP SINK 1 2.0 2.0
PRE RINSE SINK 1 2.0 2.0
HAND SINK 2 10 4.0
TOTAL 29.5 WSFU
FROM UPC CHART A 103.1(2), 29.5 WSFU - 20 GPM
29.5 %SFU (TOTAL) X 3 -FUTURE TENANTS- - 88.5WSFU
FROM UPC CHART A 103.1(2), BEL5 WSFU - 45 GPM
FROM UPC CHART A 105.1(1), 45 GPM => MIN. 2"CW
PREP SINK
1
1.5"
3.0
3.0 GW
DISHWASHER
1
1.5-
3.0
3,0 GW
MOP SINK
1
3-
3.0
3.0 GW
WATER FILTER /BEVERAGE STA. (FLOOR SINK)
2
3.
2.0
4.0 GW
PRE RINSE
1
1.5
3.0
3.0 Gw
FLOOR SINK
6
3-
3.0
18.0 GW
TENANT *2" TOTAL FIXTURE UNITS:
48.0 GW
FLOOR DRAIN
5
3-
2.0
10.0 Gw
3-COMP. SINK
1
2'
4.0
4.0 GW
PREP SINK
1
1.5"
3.0
3.0 Gw
DISHWASHER
1
1.5"
3.0
3.0 GIN
MOP SINK
1
Y
3.0
10 GW
WATER FlLTER/BEVERAGE STA. (FLOOR SINK)
2
3.
2.0
4.0 GW
PRE RINSE
1
1.5"
3.0
3.0 GIN
FLOOR SINK
6
.3'
3.0
18,0 GIN
............
TENANT '3" TOTAL FiXTURE UNITS:
48.0 GW
TENANT "1"4-"2"+"3* TOTAL FIXTURE UNITS:
144.0 OW
172.0 FU = 1500 INTFIRCEPTOR VOLUME (CALLONS)
NOTE: 2015 UPC TABLE 1014.3.6
1.500 GALLON INTERCEPTOR PROVIDED, OLDCAST PRECAST 1,500 GALLON CAPAC17Y
SYMBOLSAND
ABBREVIATIONS
- - - - - - - - -
COLD WATER (CW)
NOT WATER (HW)
HOT WATER RETURN (HWR)
SANITARY SEWER
- - - - - - - - - - - -
VENT
ST -
STORM SEWER
5�
SHUT-OFF VALVE
BALLVALVE
FLOOR DRAIN
AFF
ABOVE FINISH FLOOR
BLDG
13UILDING
B/G
BELOW GRADE
BFF
BELOW FINISH FLOOR
C
CONTRACTOR
DO
CLEAN OUT
CONT
CONTINUATION
Cw
COLD WATER
DFU
DRAINAGE FIXTURE UNITS
TIN
DOWN
DOM
DOMESTIC
DWG
DRAWING
(E)
EXISTING
(F)
FUTURE
GPM
GALLON PER MINUTE
HW
HOT WATER
MIN
MINIMUM
PRV
PRESSURE REDUCING VALVE
PSI
POUND PER SQUARE INCH
REO'D
REQUIRED
S
SANIATRY
SCH
SCHEDULE
SF
SQUARE FEET
T&P
TEMPERATURE & PRESSURE
TP
TRAP PRIMER
TYP
TYPICAL
VIR
VENT THRIJ ROOF
W/
WITH
a"'
APPLICABLE CODES
2015 UNIFORM PLUMBING CODE
DRAWING INDEX
ONS DESCRIPTION
PO.0 LEGEND. GENERAL NOTES AND CALCULATIONS.
P1.0 PLUMBING PLAN
P1.1 PLUMBING ROOF PLAN
RESUE
FEB 8 2U18
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ENGINEERING, INC
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4 - SEWER. SEE CIVIL PLANS FOR
CONTINUATION.
1-1/2-CW TO WATER METER. SEE CIAL
PLANS FOR CONTINUATION.
2 - GAS. SEE CIAL PLANS FOR
CONTINUATION. GAS METER BY GAS
COMPANY. GENERAL CONTRACTORS SHALL
COORDINATE ALL REQUIREMENTS NTH GAS
COMPANY.
4" VENT THRU ROOF.
D�:1-1/2- CW STUBBED FOR FUTURE TENANT.
:-ROUTE WATER LINE BELOW STRUCTURE
1,500 GALLON GREASE INTERCEPTOR.
2-GAS (TENANT1) AND 2-1/2*GAS
(TENANTS 2&3) UP TO ROOF. SEE SHEET
P1.1 FOR CONTINUATION.
4*GW STUBBED FOR FUTURE TENANT.
4* W STUBBED FOR FUTURE TENANT.
3" VENT THRU ROOF FOR FUTURE TENANT.
PLUMBING PLAN z
SCALE: 1/4" = l'-O*
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JOB NO.:
SEA17-0015-00
SHEET
p 10
DESIGN CRITERIA(TO BE VERIFIED BY E.O.R):
1. DESIGN LOADS: ASSHTO HS-20
2. DESIGN FILL: 0'-6" TO 2'-0" MAX.
3. WATERTABLE: 3'-0" BELOW GRADE
4. UNIT WEIGHT OF BACKFILL = 120 PCF
SPECIFICATIONS:
1. CONCRETE STRENGTH: f c= 5,000 PSI @ 28 DAYS
2. REBAR: ASTM A-615 OR A-706, GRADE 60
3. WWR: ASTM A-1064, GRADE 75
BASED ON DEMAND AND AVAILABILITY WIRE MESH MAYBE
SUBSTITUTED FOR REBAR SHOWN AT AN EQUAL OR GREATER
STEEL AREA.
4. DESIGN: ASTM C890 "STANDARD PRACTICE FOR MINIMUM
STRUCTURAL DESIGN LOADING FOR MONOLITHIC OR SECTIONAL
PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES"
5. INSTALL LID PRIOR TO BACKFILL
6. BACKFILL WITH GRANULAR FREE DRAINING
MATERIAL (SAND OR PEA GRAVEL) FREE
OF STONES OR COBBLES GREATER THAN
4" IN DIAMETER.
7. FILL WITH CLEAN WATER PRIOR TO START UP.
8. CONTRACTOR TO FIELD GROUT KNOCKOUT FLUSH
WITH VAULT EXTERIOR PRIOR TO BACKFILL FOLLOWING
PIPE INSTALLATION. BOTH ENDS TYPICAL USE 5,000 PSI GROUT.
9. 1,500 GALLON CAPACITY
SX10 GI VAULT
26285 Ibmass
SHIPPING PARTS LIST
ITEM
QTY
PART NUMBER
DESCRIPTION
MATERIAL
WEIGHT
1
1
V.SV5x10B
5x10 Seperator Standard 1.5' Base
SCC-III-0
7724
2
1
V.SV5x10RKO
5x10 Seperator Standard 4.83' Riser w/ Knockouts
SCC-III-0
7659
3
1
V.G15x10BAF
5x10 GI STANDARD BAFFLE
SCC-III-0
1225
4
1
V.G15x10L
5x1O GI Standard 1.5' Lid
SCC-III-0
6976
5
3
CR-12X24
12" x 24" Grade Ring
Concrete
475
6
3
C.624RCWL-DI
6x24 - CI Ring & DI Cover Watertight Locking "Sewer"
416
7
5 Rolls
BN-109
1" x 1" JOINT MASTIC
RUBBER
INDEX
SHEET #
DESCRIPTION
I
COVER SHEET
2
MAIN ASSEMBLY
3
CASTING INFORMATION
4
BASE FABRICATION
5
RISER FABRICATION
6
BAFFLE FABRICATION
7
LID FABRICATION
8
MANUFACTURING BOM LIST
APPROVAL OF DRAWING
THIS DRAWING IS FORWARDED FOR YOUR APPROVAL,
PLEASE CHECK THE DRAWING AND RETUAN'rr
APPROVED OR WITH CKANGES NOTED, IF ANY.
PRODUCTION MLL NOTSTARTUNTIL,
APPROVED DRAWINGS ARE RETURNED.
COMPANY
SIGNATURE
REVISION HISTORY
THIS UMFN7
CONTDOC PROPRIETARY
INIORMATION THAT
L' KAVVN: UA It:
CB 3/25/2019
STRUCTURE: 5x 10 G I VAULT
REVISION:
REV
DESCRIPTION
DATE
DESIGNER
I
;21r"mFmrllmr r
SHALL NOT 81 UPIEO
OR "'CL OSED TO
OTHERS WITHOUT THE
CHECK DATE:
A
A
Issued For Approval
1 3/26/19
jCB
is fo a Cjq r r
EXPRESS WRITTEN
PERMISSION OF GRANITE
ENG: DATE:
PR03ECT: EDMONDS STARBUCKS
13962
PRECAST AND
SHEEr.
4 111153 BMWA"EW SPIM BE I I MMM, WA 98226
CONCRETE, INC.
APPVD: DATE:
[3601671-2251 1-800-808-2251 FAX. (360) 671-07801
@ 2016 Granite Precasting & Concrete, Inc.
CUSTOMER: GRADE INC.
1
1 of 8
4"
4"
9
A
4" 10'-6" 4-, B
3'-6 -- ------------
Lj
A
11-81, Y-11" 3'-11"
PLAN VIEW
TYP. ALL AROUND BOTH SIDES SECTION A -A
I A
V-8" �
B
t
V-4 1/2"
INLET = ,347.13
4--10"
V-4 1/2"
1
PARTS LIST
ITEM
QTY
PART NUMBER
DESCRIPTION
MATERIAL
WEIGHT
2
1
V.SV5x10RK0
5x10 Seperator Standard 4.83' Riser wl Knockouts
SC&III-0
7659
4
1
V.G15x10L
5x10 GI Standard 1.5' Lid
SC&III-0
6976
5
3
CR-12X24
12" x 24" Grade Ring
Concrete
475
3
1
V.G15x10BAF
5x10 GI STANDARD BAFFLE
SC&III-0
1225
1
1
V.SV5x10B
5x10 Seperator Standard 1.5' Base
SC&III-0
7724
7
5 Rolls
BN-109
1" x 1" 30INT MASTIC
RUBBER
6
3
C.624RCWL-DI
6x24 - CI Ring & DI Cover Watertight Locking "Sewer"
416
MASTIC JOINT SEALANT
CONTRACTOR TO APPLY, TYP.
JOINT DETAIL C
4 3/4"
KNOCKOUT
(4) PER END VIEW B-B
CONTRACTOR TO GROUT
BOTH SIDES ALL AROUND, TYP.
DETAIL D
KNOCKOUT
V-6" x V-6"
(1) PER END
2'-1 1/2"
V-6"
REVISION HISTORY
THIS OCUM.NT
CONTAINS PROPRIETARY
U--': CB —'r: 3/25/2019
STRUCTURE: 5x 10 G I VAULT
REVISION:
REV
DESCRIPTION
DATE
DESIGNER
m
TION THAT
ZTL'NOT BE COPIED
OR DISCLOSED TO
OTHERS WITHOUT THE
CHECK: DATE:
A
A
Issued For Approval
1 3/26/19
JCB
EXPRESS WRITTEN
PERMISSION GRANITE
ENG: DATE:
PROJECT: EDMONDS STARBUCKS
13962
OF
PRECAST AND
SHEET:
411 rm HAKERVIEW SPUR, BELUMSHAM, WA 98i!R6
CONCRETE. INC.
APPVD: DATE:
(3601671-2251 1-800-808-P-251 FAX.13601671-0780
0 2016 Gmite Precasting & Concrete, Inc.
CUSTOMER: GRADE INC.
20f 8
REVISION HISTORY
REV DESCRIPTION DATE
A Issued For Approval 3/26/19
DESIGNER
CB
4116 KAKERVIEW SPUR. BELLINGHAM, WA 9113026
1360) 671-2251 1-8100-8013-2251 FAX: (360) 671-0781
0
A
THE
.. C .. 4
CB 3/25/2
21-9 1 STRUCTURE: 5xI0 GI VAULT
INC. I APPVD: DATE:
0 2016 Granite Precasting & Concrete, Inc.
PROJECT: EDMONDS STARBUCKS
CUSTOMER: GRADE INC.
13962
0
0"..
5
11'- 2 "
4" � P%
PLAN VIEW AS CAST
Clear, Typ.
8 1 4
T-
1'-4 1/2" 1 1/2"
1'-6" F 7F 77 77 7- IF Tr Clear
101,
L
t 15/16"
1 1/2" Clear
Horiz. Reinforcement
SIDE VIEW #4 U-Bars & Straight Bars @ 6 " 0. C.
wl l'-9" Returns Into Side Walls,
(Mesh Option: 0. 12 Area Sq.11n. Per Foot)
PARTS LIST
ITEM QTY PART NUMBER DESCRIPTION MATERIAL WEIGHT
1 1 V.SV5x10B 5x10 Seperator Standard 1.5' Base SCC-III-0 7708
2 4 P.PI07 Lane Pulling Iron 7/8" Steel, Galvanized 4
5 1/2"
04 3/4" KNOCKOUT
(2) PER END
DETAIL A
BOTH SIDES
T-8"
2"
Vert. Reinforcement
#4 L-Bars @ 10" O.C. A.A.
wl 1'-0" Return Into Base Slab
(Mesh Option: 0. 15 Area Sq.lIn. Per Foot)
-F 7- --T -T
LABEL PIECE WITH:
GRADEINC.
EDMONDS STARBUCKS
5x10 GI VAULT
V.SV5x10B
7724 Ibmass
CASTING DATE:
(1) - REQUIRED
THIS PIECE CAST UPSIDE DOWN
V,
Clear
Slab Reinforcement
#4 Straight Bars @ 10 " 0. C. E. W.
(Mesh Option: 0. 18 Area Sq.11n. Per Foot E. W.)
END VIEW
REVISION HISTORY
A
THIS DOCUMENT
CONTAINS PROPRIETARY
UAt t:
"�wll: CB 3/25/2019
STRUCTURE: 5x 10 GI VAULT
REVISION:
REV
DESCRIPTION
DATE
DESIGNER
M M 111 Mr.0
� ORMAT... THAT
SHALL NOT BE COPIED
OR DI LOSED TO
H
THESC WITHOUT T E
0 RS
CHECK: DATE:
A
A
issued ForApproval
1 3/26/19
JCB
EXPRESS WRITTEN
ENG: DATE:
PR03ECT: EDMONDS STARBUCKS
13962
PRECAST AND
SHEET:
411 rx BAKMVIEW SPLUR, BEIJUMSHAM, WA9022155
CONCRETE, INC.
APPVD: DATE:
1 [3601671-2251 I-BOD-808-2251 FA3ft(3G0)r5711-0780j
@ 2016 Granite Precasting & Concrete, Inc.
CUSTOMER: GRADE INC:.
40f 8
F-11
PLAN VIEW
1 1/2"
7 -T I- T--11— ----F TF- -----T TF- -T T-
'd � �� 11 11 11 1 k V-7 1/2"
f
ILJI— -L IL- -JL Jj- -L L
1 1/2"
SIDE VIEW
2
1 1/2"
Clear, Typ.
11
1 1/2"
Clear, Typ.
Inside Face
Knockout
V-6" x V-6"
(1) Per End
1 1/2"
L
PARTS LIST
ITEM QTY PART NUMBER DESCRIPTION MATERIAL WEIGHT
1 1/2" 1 1 V.SV5x10RKO 5x10 Seperator Standard 4.83' Riser VV/ Knockouts SCC-III-0 7658
2 4 P.UA08 Utility Anchor Galv. Steel 0
4"
5 1/2" --T
1 112"
DETAIL B
M-PLACES, TYP.
Vert. Reinforcement
#4 Straight Bars @ 9 " 0. C.
Plus (1) Additional Bars
Ea. Side Of Knockouts
(Mesh Option: 0.21 Area Sq.lIn. Per Foot)
Horiz. Reinforcement
#4 U-Bars & Straight Bars @ 12" O.C.
w/ l'-9" Returns Into Side Walls,
Plus (l)-Additional Bar Above and Below Knockouts
(Mesh Option: 0. 15 Area Sq.lIn. Per Foot)
SECTION A -A
r— 2--l"
Holes Cored In Field
END VIEW
2--l" -1 9"
V-6"
2'-7"
LABEL PIECE WITH:
GRADEINC.
EDMONDS STARBUCKS
5x10 GI VAULT
V.SV5x10RKO
7659 Ibmass
CASTING DATE:
(1) - REQUIRED
T IS DOCUMENT CB -'; 3/25/2019 REVISION:
REVISION HISTORY CONTAINS PROPRIETARY
Pa rl 1 Mr INFOR%TION THAT STRUCTURE: 5x10 GI VAULT
OTHERS WITHOUT T E A
REV DESCRIPTION DATE DESIGNER SHALL T BE COPIED CHECK: DATE:
I I orm a OR DISCLOSED TO
A issued For Approval 1 3/26/19 JCB om S�r EXPRESS WRITTEN H ENG: DATE: PROJECT: EDMONDS STARBUCKS 13962 SHEET:
21 prQ011=1111111 PERMISSION OF GRANITE
PRECAST AND
41116 HAKERVIEW SPUR, BELUIMEH", WA 98026 CONCRETE. INC. APP'VD: DATE:
(3601671-HR51 11-800-808-2125111 FAX:(360]671-0780 @ 2016 Granite Precasting & Concrete, Inc. CUSTOMER: GRADE INC. 50f 8
3
6'-2"
2
— I
5'-2"
PLAN VIEW AS CAST
5'-2"
3"
T-
VIEW A -A
B
#3 x 2'-0" Lg. Trim Bars
(4)-Per Hole
08" Formed Hole
A
B
6'-2"
#4 @ 12" o.c. --J
Plus (1) Each Side Of Hole VIEW R-B
PARTS LIST
ITEM QTY PART NUMBER DESCRIPTION MATERIAL WEIGHT
1 1 V.GI5x10BAF 5x10 GI STANDARD BAFFLE SCC-III-0 1225
2 2 P.WR11 Wire Rope Anchor Steel, Galv. 1
#4 @ 8" o.c.
Plus (1) Top &
Bottom Of Hole
Centered In Baffle Wall
LABEL PIECE WITH:
GRADEINC.
EDMONDS STARBUCKS
5x10 GI VAULT
V.G15x10BAF
1227 Ibmass
CASTING DATE:
(1) - REQUIRED
REVISION HISTORY
=
M Pq r, I Mr r
Mr4lar
4116 BAKERVIEW SPUR, BELLINGHAM, WA 9BER6
[3601671-2251 1-800-808-HESI FAX:(360)671-0780
THIS DOCUMENT
CONTAINS PRO11ETARY
INFORMINOTION THAT
SHALL T BE COPIED
OR DISCLOSED TO
OTHERS WITHOUT THE
EXPRESS WRITTEN
PERMISSION OF GRANITE
PRECAST AND
CONCRETE, INC.
UKAVVN: UAi t:
CB 3/25/2019
STRUCTURE: SxIOGIVAULT
REVISION:
A
REV
DESCRIPTION
DATE
I
DESIGNER
CHECK: DATE:
A
Issued For Approval
1 3/26/19
JCB
ENG: DATE:
PROJECT: EDMONDS STARBUCKS
13962
SHEET:
60f 8
APP'VD: DATE:
CUSTOMER: GRADE INC.
2016 Granite Precasting & Concrete, Inc.
4"
4"
51-81. 5-
4"
111-21,
10'-6"
— 2'-2"' 1'-4" 4'-7" 2'-5" —
—2
=M
)K '010"K )K /K
L1'-8" will! T-11" V-8"
PLAN VIEW
4"
2
#6 x 3'-0" LG. TRIM BARS
@ EACH HOLE
BEND AS REQUIRED
OTACCESS HOLES
(3)-PLACES, TYP.
V,
Clear, Typ.
If I H
it 1' 4 -TT- -�T-'-T�-' --T T- T- FT
V-6 1/2"
1 1/2" 1" Clear
Horiz. Relinforcementj
#4 U-Bars & Straight Bars @ 6 " 0. C.
SIDE VIEW wl l'-9" Returns Into Side Walls,
(Mesh Option: 0. 12 Area Sq.11n. Per Foot)
04 3/4" KNOCKOUT
(2) PER END
REVISION HISTORY
REV DESCRIPTION DATE
A issued For Approval 3/26/19
DESIGNER sm
CB M F1 rl I or a
4116 HAKERVIEW SPUR, BELUNSHAM, WA9822-1115
[360167111-0151 1-000-4308-2251 FAX.(360]671-0701
51,
DETAIL A
(6)-PLACES
PARTS LIST
ITEM QTY PART NUMBER DESCRIPTION MATERIAL WEIGHT
1 1 V.G15x10L 5x10 GI LID SCC-III-0 6975
2 4 P. UA08 Utility Anchor Galv. Steel 0
5'-8"
Vert. Reinforcement
#4 L-Bars @ 10" O.C. A.A.
wl 1'-0" Return Into Base Slab
(Mesh Option: 0. 15 Area Sq.11n. Per Foot)
LABEL PIECE WITH:
GRADEINC.
EDMONDS STARBUCKS
5x10 GI VAULT
V.GI5x10L
6976 Ibmass
CASTING DATE:
2
(1) - REQUIRED
- . I ill
Clear, Typ.
Longitudinal Slab Reinforcement
#5 Straight Bars @ 10" O.C.
Plus (2)-Additional Each Side of Holes
(Mesh Option: 0. 25 Area Sq.lIn. Per Foot)
Transverse Slab Reinforcement
#6 Straight Bars @ 10" O.C.
Plus (2)- Additional Each Side of Access Holes at Middle Two Spaces
Plus (1)- Additioanl At Side of Access at Ends
(Mesh Option: 0.33 Area Sq.lIn. Per Foot)
END VIEW
-HIS DOCUMENT CB
:ONTAINS PROPRIETARY 3/25/2019
NFORMATION THAT - STRUCTURE: 5xlOGIVAULT
;HALL NOT BE COPIED CHECK: DATE:
)R DISCLOSED TO
)THERS WITHOUT THE
:XPRESS WRITTEN ENG: DATE:
:ERMISSION OF ORMITE PROJECT: EDMONDS STARBUCKS
RECAST AND
�ONCRETE, INC. APP'VD: DATE:
2016 Granite Precasting & Concrete, Inc. CUSTOMER: GRADE INC.
1
V.G15
-ew
13962
A_
Er:
70f 8
MANUFACTURING PARTS LIST
ITEM
QTY
PART NUMBER
DESCRIPTION
MATERIAL
WEIGHT
1
1
V.G15x10L
5x10 GI LID
SCC-III-0
6975
2
8
P.UA08
Utility Anchor
Galv. Steel
0
V.SV5x10RKO
5x10 Seperator Standard 4.83' Riser w/ Knockouts
SCC-1II-0
7658
V.G15x10BAF
5x10 GI STANDARD BAFFLE
SCC-II1-0
1225
V.SV5x10B
5x10 Seperator Standard 1.5' Base
SCC-III-0
7708
P.PI07
Lane Pullina Iron 7/8"
Steel. Galvanized
4
REVISION HISTORY
r Pq rl 1 Mr M
3 _MS.r
0 r4 C3 r
4116 HAKERVIEW SPUF4 BELLEWSHAM, WA 98206
(3601 ISS711-M2511 11-B00-8013-2-2511 FAX: (3501 6714CI780
THIS DOCLNIENT
CONTAINS PROPRIETARY
��MNAOTION THAT
, T BE COPIED
OR DISCLOSED TO
OTHERS WITHOUT THE
EXPRESS WRITTEN
P RMISSION OF GRANITE
PE
RECAST AND
CONCRETE. INC.
LKAWN: LIAI It:
CB 3/25/2019
CHECK: DATE:
ENG: DAM
APFIVD: DATE:
STRUCTURE: 5x 10 G I VAULT
13962
REVISION:
A
REV
DESCRIPTION
DATE
DESIGNER
PROJECT: EDMONDS STARBUCKS
A
Issued For Approval
1 3/26/19
jCB
SHEET:
8of 8
CUSTOMER: GRADE INC.
-02016 Granite Precasting &Concrete, Inc.