BLD2019-0722OV E DV
1P
CITY OF EDMONDS
--v
121 5TH AVENUE NORTH - EDMONDS, WA 98020
PHONE: (425) 771-0220 - FAX: (425) 771-0221
STATUS: ISSUED 07/08/2019 Pemiit#: BLD20190722
BUILDING PERMIT
Expiration Date: 07/08/2020 Project Address: 7320 216TH ST SW #300, EDMONDS
Parcel No: 00580700002902
imull w Iij a wel""A 0 1 It � I � � � � � � � � I
HEALTHCARE REALTY FIRE SYSTEMS WEST FIRE SYSTEMS WEST
1231 116TH AVE NE#120 CIO T HERON DAVIS C/O THERON DAVIS
BELLEVUE, WA 98065 206 FRONTAGE ROAD NORTH 206 FRONTAGE ROAD NORTH
PACIFIC, WA 98047 PACIFIC, WA 98047
(425) 450-9065 (253) 83 3-124 8 (25 3) 833-1248
LICENSE #� FIRESWI055LW EXP:06/16/2021
JOB D-K-,CW'T1*V
ADD/RELOCATE 13 HEADS FORNEW WALLS AND CEILING
VALUATION: $5,600
PERMIT TYPE Commercial
PERMIT GROUP: 30 - Fire Sprinkler
GRADING N CYDS: 0
TYPE OF CONSTRUCTION
RETAINING WALL ROCKERY:
OCCUPANT GROUP
OCCUPANT LOADi
FENCE: 0 X 0 FT.)
CODE
IOTHER� ------- OTHER DESC:
IZONE:
INUMBER OF S ORIES:0
IVESTED DATE
INUMBER OF DWELLING UNITS: 0
ILOT #
EXIST]ING ARE.k
BASEMENT 0 1 ST FLOOR: 0 2ND FLOOR 0
PRO POSFD ARL%
1779M—=NT— 0 1 ST FLOOR: 0 2ND FLOOR 0
3RD FLOOR: 0 GA RA GE: 0 DECK: 0 OTHER: 0
13 RD FLOOR 0 GARAGE 0 DECK: 0 OTHER: 0
BEDROOMS: 0 BATHROOMS: 0
1BEDROOMS: 0 BATHROOMS: 0
FRONTSETBACK SIDESETBACK REARSETRACK
REQUIRED: PROPOSED: —��QIJIRED: P OPOSED: IREQUIRED: PROPOSED:
HEIGHT ALLOWED.0 PROPOSED:O IREQUIRED: PROPOSED
SETBACK NOTES:
I AGREE TO COMPLY WITH CITY ANO 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
.1 INSURANCE AND RCW 18:27.
HIS APP�4ATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/FJER DEPUTY AND ALL FEES ARE PAID.
Print
7/8) 1 C( 4� --3z) vwl -7 / 9// e7
Date
ATTENTION
ITIS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECnON HAS BEENMIADE AND APPROVAL OR A CERTTFICAIE OF
OCCUPANCY HAS BEEN GRAN'IED. URCI 09/ IBCI 10/ IRCI 10-
= FIRE = APPLICANT = ASSESSOR 9� CITY
r)
STATUS: ISSUED
BLD20190722
• 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
ofcity code or state law does not approve any items not to code specification.
• Sound/Noise originating from temporary construction sites as a result ofconstruction activity are exempt from the noise limits
ofECC Chapter 5.30 only during the hours of7:00amto 6:00pm on weekdays and 10:00arn and 6:00prn on Saturdays, excluding
Sundays and Federal Holidays. At all other times the noise originating from construction sites /activities must comply with the
noise limits ofChapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120.
• Applicant, on behalfofhis or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold
hanniess the City ofEdmonds, Washington, its officials, employees, and agents from any and all claims for damages of
whatever nature, arising directly or indirectly from the issuance for this pen -nit. Issuance ofthis permit shall not be deemed to
modify, waive or reduce any requirements ofany City ordinance nor limit in any way the City's ability to enforce any ordinance
provision.
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATEPROPERTY 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)
I BUILDING ENGINEERING (4251771-0220 EXT. 1326 1
Go to: www.edmondswa.gov
2. Then: Services
3. Then: Permits/Development
4. Then: Online Permit Info
5: If you don't haw one already, create a
login (upper right hand comer)
6: Schedule your inspection
Building Department Inspections
are now scheduled online. If you
have difficulties, please call the
Building Department front desk for
assistance during office hours.
(425) 771-0220
FIRE (425) 775-7720
PUBLIC WORKS (425) 771-0235
RECYCLING (425) 275-4801
When calling for an inspection please leave the following infonnation: Permit Number, Job Site Address, Type of Inspection
being requested, Contact Name and Phone Number, Date Preferred, and whether you prefer morning or afternoon. —
• F-Fire Sprinkler Acceptance
• F-Fire Final
'11C. I '�') 'i
BUILDING PERMIT
APPLICATION
Development Services
Building Division
121 Sth Ave N / Edmonds, WA 98020
425.771.0220
For handouts, submittal requirements, permit status and inspection
scheduling information go to: www.edmoiidswa.gov.
PLEASE NOTE: Intake appointments are required for New Single Family
Residences, Large Additions, ADU's, New Commercial, and Major Tenant
Improvement application submittals. If plans are prepared by a profession-
al, electronic files are requested in addition to the hard copies. Please bring
electronic files on a flash drive or coordinate for electronic transfer.
Please call 425-771-0220 to schedule an intake appointment!
JOB SITE INFORMATION/LOCATION: (Where the work is taking place)
Job Site Address: 77'�-)7_0
Parcel: SEc>7 - 005), 62,c3 4;) 1 — o c>
Lot /Unit/Suite 4: -;0?,, Subdivision:
PROPERTY OWNER:
Name:
MailingAddress: AVE WE'-d--ito
City/State/Zip: 1-i 1A -280�5
Phone#:
Email: E: F: P-- 14LA LZIRCA FLE IZZA UT\1 , Ca
OWNER INSTALLATION: *If yes, read and sign*
Will work be performed by the property owner? El Yes )XNo
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.
Owner Signature:
APPLICANT / CONTACT INFORMATION:
Name of Applicant: _Tk+EjZ0" D,&V)5 —
Mailing Address: '2-0(:5' 9-1>, hl.- 0 C--
City/State/Zip: 1?,ACJFJ�� 6AAi I) PIQ+::7
Phone 4: 73-7-1 ' r>Z_G
E-mail: 4�re>rlcl
GENERAL CONTRACTOR: (if different from applicant)
Gene?�il Contracto r
Mailing AcId'r,
City/State/Zip:
Phone 4:
E-mail: Z
STATE UBI #: &00
CITY OF EDMONDS BUSINESS LICENSE #: N P--- o ZA 9 7-2,
WA STATE CONTRACTOR L & I #: (CCB) & EXPIRATION DATE:
— :E i re's, W *1 1 +0 6 1
Office Use Only
Permit 4:
r'lio
TYPE OF PERMIT QProvide Details on Page 2)
11 Accessory Structure/ El Addition
Detached -Garage
11 Demolition
El Mechanical
El New Single Family / Duplex
El Plumbing
)4ire Sprinkler
El Remodel
El New Commercial/ Mixed Jse
El Re -Roof
El Signs
0 Tank
11 Tenant 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: ('00
PROPOSED NEW SQUARE FOOTAGE FOR THIS APPLICATION
Basement sq ft: Finished 171/unfinished 11
Ist Floor, s
2nd Floor, sqft:
Garage/Carport:, sq
Deck/Covered Po/h/Patio:
Other sq ft:
PROJECT'DESCRIPTION
A �j b C—E) NJ(4s -
I certify that the information I have provided on this form/application is true,
correct and complete, and that I arr the property owner or duly authorized
agent of the property owner to submit a permit application to the City of
Edmonds. T --- )ZV I
Print Name:
Signature: Date 69-13-19
......... . .
GENERAL COMMERCIAL DATA
Occupancy Group(s): Occupant Load(s):
Type(s) of Construction:
Fire Sprinklers: Yeso No El
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)
0 t h e r F1 )\j
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:
Toilets
Other:
GAS/FUEL CONNECTION COUNTS (New, Relocated or re -piped)
BTUs Qty 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 Qty
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 _FPSCAA
Case #:
Critical Areas Determination:
Study Required El Conditional Waiver El Waiver El
Fill in Place 0 Fill Material:
Removal El
Size of Tank (Gallons)
Critical Areas Determination:
Study Required El Conditional Waiver El Waiver El
GRADE/FILL/EXCAVATE
Grading: Cut cubic yards
Fill cubic yards
Cut / Fill in Critical Area: Yes 0 No El
GENERAL PROVISIONS
APPLICATIONS: Applications are valid for a maximum of I 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.
tqC00
Series TY-FRB, 5.6 K-lactor
Worldwide www.tyco-fire.com
Contacts I
Upright, Pendent, and Recessed Pendent Sprinklers
Quick Response,, Standard Coverage
General
Description
The TYCO Series TY-FR13, 5.6 K-factor,
Upright (TY313) and Pendent (TY323)
Sprinklers described in this data sheet
are quick response, standard coverage,
decorative 3 mm glass bulb -type spray
sprinklers designed for use in light or
ordinary hazard, commercial occupan-
cies such as banks, hotels, and shop-
ping malls.
The recessed version of the Series
TY-FR13 Pendent Sprinkler, where
applicable, is intended for use in areas
with a finished ceiling. This recessed
pendent sprinkler uses one of the
following:
• A two-piece Style 15 Recessed
Escutcheon with recessed adjust-
ment up to 5/8 inch (15,9 mm) from
the flush pendent position.
• A two-piece Style 20 Recessed
Escutcheon with recessed adjust-
ment up to 1/2 inch (12,7 mm) from
the flush pendent position.
The adjustment provided by the
Recessed Escutcheon reduces the
accuracy to which the fixed pipe drops
to the sprinklers must be cut.
Intermediate level versions of Series
TY-FR13 Sprinklers are described in
Technical Data Sheet TFP357. Sprin-
kler guards and shields are described
in Technical Data Sheet TFP780.
IMPORTANT
Always refer to Technical Data
Sheet TFP700 for the "INSTALLER
WARNING" that provides cautions
with respect to handling and instal-
lation of sprinkler systems and com-
ponents. Improper handling and
installation can permanently damage
a sprinkler system or its compo-
nents and cause the sprinkler to fail
to operate in a fire situation or cause
it to operate prematurely.
Page I of 4
FIT-lim
The TYCO Series TY-FRB Sprinklers
described herein must be installed
and maintained in compliance with
this document, as well as with the
applicable standards of the National
Fire Protection Association, in addition
to the standards of any other authori-
ties having jurisdiction. Failure to do so
may impair the performance of these
devices.
The owner s responsible for main-
taining their fire protection system
and devices in proper operating con-
dition. Contact the installing contrac-
tor or product manufacturer with any
questions.
Sprinkler
Identification
Number (SIN)
TY313 ...... Upright 5.6K, 1/2"NPT
TY323 ...... Pendent 5.6K, 1/2" N PT
Technical
Data
Approvals
Refer to Table A
Maximum Working Pressure
175 psi (12.1 bar)
250 psi (17.2 bar)*
* The maximum working pressure of 250 psi (17.2 bar)
only applies to the listing by Underwriters Laborato-
ries, Inc. (UL).
Discharge Coefficient
K=5.6 GPM/ps116 (80,6 LPM/bar!")
Temperature Rating
Refer to Table A
Finishes
Sprinkler: Refer to Table B
Recessed Escutcheon: White Coated,
Black Coated, Chrome Plated, or Brass
Plated
Physical Characteristics
Frame .............. ............. Bronze
Button ...................... Brass/Copper
Sealing Assembly ... Stainless Steel w/TEFLON
Bulb .................. ............ Glass
Compression Screw ................. Bronze
Deflector .................. ....... Bronze
FEBRUARY 2018
J
F�
0
Operation
The glass bulb contains a fluid which
expands when exposed to heat. When
the rated temperature is reached, the
fluid expands sufficiently to shatter the
glass bulb, allowing the sprinkler to
activate and water to flow.
Design
Criteria
The TYCO Series TY-FRB, 5.6 K-factor,
Upright (TY313) and Pendent (TY323)
Sprinklers are intended for fire protec-
tion systems designed in accordance
with the standard installation rules
recognized by the applicable Listing or
Approval agency (such as, UL Listing
is based on the requirements of NFPA
13, and FM Approval is based on the
requirements of FM's Loss Prevention
Data Sheets). Only the Style 15 or Style
20 Recessed Escutcheon is to be used
fg.;-Cqcqssed pendent installations.
JuN I ': '�
e� L' - TFP172
J
C-�
TFP172
Page 2 of 4
Components:
1 - Frame
2 - Button
3 - Sealing
Assembly
PIP
* Temperature rating is ** Pipe thread connections per ISO 7-1
4 - Bulb indicated on Deflector. can be provided on special request.
5 - Compression
Screw ESCUTCHEON PLATE 1/2" 7/16" (11,1 mm�
6 - Deflector* DEFLECTOR* SEATING SURFACE NPT** NOMINAL MAKE -IN
7/16"
1"I mm)
NOMINAL 2" 1 J i
MAKE -IN (50,8 mm)
2" 1-3/81,
(50,8 mm) (34,9 mm)
WRENCH
FLATS
1/2" NPT** DEFLECT R* I —
STYLE 15 or 20
RECESSED
ESCUTCHEON
2-7/8" (73,0 mm) DIA.
CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT
FIGURE I
SERIES TY-FRB UPRIGHT (TY313) AND PENDENT (TY323) SPRINKLERS
5.6 K-FACTOR, 112 INCH NPT, OUICK RESPONSE
WRENCH RECESS
(USE ONLY
END "A")
FIGURE 2
W-TYPE 6
SPRINKLER WRENCH
WRENCH
RECESS
Q t
PUSH WRENCH
IN TO ENSURE
ENGAGEMENT
WITH SPRINKLER
WRENCHING AREA
FIGURE 3
W-TYPE 7 RECESSED
SPRINKLER WRENCH
Installation
The TYCO Series TY-FRIB, 5.6 K-factor,
Upright (TY313) and Pendent (TY323)
Sprinklers must be installed in accor-
dance with this section.
General Instructions
Do not install any bulb -type sprinkler
if the bulb is cracked or there is a loss
of liquid from the bulb. With the sprin-
kler held horizontally, a small air bubble
should be present. The diameter of the
air bubble is approximately 1/16 inch
(1,6 mm) for the 135'F (57'C) and 3/32
inch (2,4 mm) for the 286'F (141'C) tem-
perature ratings.
A leak -tight 112 inch INIPT sprinkler
joint should be obtained by applying a
minimum to maximum torque of 7 to 14
ft.-Ibs. (9,5 to 19,0 Nm). Higher levels
of torque can distort the sprinkler Inlet
with consequent leakage or impairment
of the sprinkler.
Do not attempt to compensate for
insufficient adjustment in the Escutch-
eon Plate by under- or over -tightening
the sprinkler. Re -adjust the position of
the sprinkler fitting to suit.
Upright and Pendent Sprinklers
The Series TY-FRB Upright and
Pendent Sprinklers must be installed
in accordance with the following
instructions.
Step 1. Install Pendent sprinklers in the
pendent position. Install upright sprin-
klers in the upright position.
Step 2. With pipe -thread sealant
applied to the pipe threads, hand -
tighten the sprinkler into the sprinkler
fitting.
Step 3. Tighten the sprinkler into the
sprinkler fitting using only the W-Type
6 Sprinkler Wrench (Figure 2). With ref-
erence to Figure 1, apply the W-Type 6
Sprinkler Wrench to the wrench flats.
Torque sprinklers 7 to 14 ft.-Ibs. (9,5 to
19,0 Nm).
Recessed Pendent Sprinklers
The Series TY-FRB Recessed Pendent
Sprinklers must be installed in accor-
dance with the following instructions.
Step A. After installing the Style 15
or Style 20 Mounting Plate over the
sprinkler threads, and with pipe -thread
sealant applied to the pipe threads,
hand -tighten the sprinkler into the
sprinkler fitting.
Step B. Tighten the sprinkler into the
sprinkler fitting using only the W-Type
7 Recessed Sprinkler Wrench (Figure
3). With reference to Figure 1, apply the
W-Type 7 Recessed Sprinkler Wrench
to the sprinkler wrench flats. Torque
sprinklers 7 to 14 ft.-lbs, (9,5 to 19,0
Nm).
Step C. After ceiling installation and
finishing, sWe on the Style 15 or Style
20 Closure over the Series TY-FRB
Sprinkler and push the Closure over the
Mounting Plate until its flange comes in
contact with the ceiling.
Care and
Maintenance
The TYCO Series TY-FRB, 5.6 K-factor,
Upright (TY313) and Pendent (TY323)
Sprinklers must be maintained and ser-
viced in accordance with this section.
Before closing a fire protection system
main control valve for maintenance
work on the fire protection system
that it controls, obtain permission to
shut down the affected fire protection
systems from the proper authorities
and notify all personnel who may be
affected by this action.
Absence of the outer piece of an
escutcheon, which is used to cover
a clearance hole, can delay sprinkler
operation in a fire situation.
The owner must assure that the sprin-
klers are not used for hanging any
objects and that the sprinklers are only
cleaned by means of gently dusting
with a feather duster; otherwise, non -
operation in the event of a fire or inad-
vertent operation may result.
Sprinklers which are found to be
leaking or exhibiting visible signs of
corrosion must be replaced.
Automatic sprinklers must never be
painted, plated, coated, or other-
wise altered after leaving the factory.
Modified sprinklers must be replaced.
Sprinklers that have been exposed to
corrosive products of combustion, but
have not operated, should be replaced
if they cannot be completely cleaned
by wiping the sprinkler with a cloth or
by brushing it with a soft bristle brush.
Care must be exercised to avoid
damage to the sprinklers before,
during, and after installation. Sprin-
klers damaged by dropping, striking,
wrench twist/slippage, or the like, must
be replaced. Also, replace any sprin-
kler that has a cracked bulb or that has
lost liquid from its bulb. (Ref. Installa-
tion Section.)
The owner is responsible for the
inspection, testing, and maintenance of
their fire protection system and devices
in compliance with this document, as
well as with the applicable standards
of the National Fire Protection Asso-
ciation (e.g., NFPA 25), in addition to
the standards of any other authorities
having jurisdiction. Contact the install-
ing contractor or product manufacturer
with any questions.
Automatic sprinkler systems are rec-
ommended to be inspected, tested,
and maintained by a qualified Inspec-
tion Service in accordance with local
requirements and/or national codes.
TFP172
Page 3 of 4
2-7/8" DIA.
(73,0 mm)
2-1/4" DIA.
FACE OF (57,2 mm)
SPRINKLER
FITTING 5/8" (15,9 mm)
FLUSH
3/8t5/16"
(9,5:i:7,9 mm)
MOUNTING
SURFACE (3,2 mm)
CLOSURE SERIES MOUNTING 1-3/8" (34,9 mm)
TY-FR13 PLATE 3/4" (19,1 mm)
FIGURE 4
SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323)
WITH TWO PIECE 518 INCH TOTAL ADJUSTMENT STYLE 15
RECESSED ESCUTCHEON
2-7/8" DIA.
(73,0 mm)
FACE OF
SPRINKLER 2-1/4" DIA.
FITTING (57,2 mm)
5/16±1/4" 112 " (12,7 mm)
(7.9±6,4 mm)
FLUSH
MOUNTING 1/8"
SURFACE (3,2 mm)
CLOSURE SERIES MOUNTING 1-3/8" (34,9 mm)
TY-FRB PLATE 7/8" (22,2 mm)
FIGURE 5
SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323)
WITH TWO PIECE 112 INCH TOTAL ADJUSTMENT STYLE 20
RECESSED ESCUTCHEON
Limited
Warranty
For warranty terms and conditions, visit
www.tyco-fire.com.
Ordering
Procedure
Contact your local distributor for avail-
ability. When placing an order, indicate
the full product name and Part Number
(P/N).
Sprinkler Assemblies with NPT
Thread Connections
Specify: Series TY-FRB Upright or
Pendent (specify) Sprinkler, SIN
(specify). K=5.6, Quick Response,
(specify) temperature rating, (specify)
finish, P/N (specify, refer to Table A).
Recessed Escutcheon
Specify: Style 15 Recessed Escutch-
eon with (specify*) finish, P/N (specify*)
Specify: Style 20 Recessed Escutch-
eon with (specify*) finish, P/N (specify*)
* Refer to Technical Data Sheet TFP770
Sprinkler Wrench
Specify: W-Type 6 Sprinkler Wrench,
P/N 56-000-6-387
Specify: W-Type 7 Sprinkler Wrench,
P/N 56-850-4-001
TFP172
Page 4 of 4
SPRINKLER FINISH (See Note 7)
K
FACTOR
TYPE
TEMPERATURE
BULB LIOUID
COLOR
NATURAL
BRASS
CHROME
PLATED
POLYESTERc
135'F(57-C)
Orange
UPRIGHT
(TY313)
155-F (68-C)
-
Red
175'F(79-C)
Yellow
and
1,2,3,4,5,6
PENDENT
(TY323)
200'F(93-C)
Green
5.6
1/2" NPT
286-F (141-C)
Blue
135-F (57-C)
Orange
RECESSED
PENDENT
(TY323)
Figures 41 and 5b
1,2,3,4
155-F (68-C)
Red
175-F (79-C)
Yellow
200'F(93-C)
Green
I
Notes:
1. Listed by Underwriters Laboratories, Inc., (UL) as Quick Response Sprinklers.
2. Listed by Underwriters Laboratories, Inc., for use in Canada (C-UL) as Quick Response Sprinklers.
3. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers.
4. Approved by the City of New York under MEA 354-01 -E.
5. VdS Approved (Fordetails, contact TYCO Fire Protective Products. Enschede. Netherlands. Tel. 31-53-428-4444/Fax 31-54-428-3377.)
6. Approved by the Loss Prevention Certification Board LPCS Ref No. 094a/06) as Quick Response Sprinklers.
7. Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed. the sprinklers are UL and C-UL Listed as Corrosion-Resislant Sprinklers.
a' Installed with Style 15 (1/2" NPT) 5/8" Total Adjustment Recessed Escutcheon. as applicable.
b. Installed with Style 20 (112" NPT) 1/2" Total Adjustment Recessed Escutcheon, as applicable.
c. Frame and Deflector only. Listings and approvals apply to color (Special Order).
TABLE A
LABORATORY LISTINGS AND APPROVALS FOR
5.6 K-FACTOR SPRINKLERS
P/Na 77 — XXX — X — XXX
SIN
1 370 1 5.13K UPRIGHT (1/2-'NPT) I TY313 I
1 371 1 5.6K PENDENT (1/2"NPT) I TY323
Notes:
a- Use suffix "I" for ISO 7-1 connection; for example,
77-370-4-175-1
SPRINKLER
L
FINISH
1
NATURAL BRASS
3
PURE WHITE (RAL9010)-
POLYESTER
4
SIGNAL WHITE (RAL9003)
POLYESTER
5
JET BLACK (RAL9005)
POLYESTER
9
CHROME PLATED
Notes:
a Eastern Hemisphere sales only
TABLE B
SERIES TY-FRB UPRIGHT AND PENDENT SPRINKLERS
PART NUMBER SELECTION
TEMPERATURE
RATINGS I
135
135oF(57-C)
155
155'F(68-C)
175
175-F (79-C)
200
200'F(93-C)
286
286-F (141-C)
1400 Pennbrook Parkway, Lansdale, PA 194461 Telephone 41-215-362-0700
0 201BJohn,an Controk. All,ightsireserved. All ap-ifi-ii.- rd .1hernif.—t— .1— we,e -,-1 - of d,,.,me,t ....... on dale and are ubje,t 1—h—ge with-1 notice. Johnson 001
NATONA F-REP�TECTIONASSOC�AIIONIINFPAII�llg.$t.�.tll..Illkl,IN,,.,,;
TEFLON.,,,eg.,te.,,t,,,e�,k,ID.ft,.t Controls
FLEXHEAO Flexible Sprinkler Connections
STANDARD TALL HOSE: available in 24", 36" 48", 60", 72r' hose engths.
Rated working pressure 175psi, Straight model, Stancord I " I.D.
STANDARD ELBOW TALL HOSE: 24", 36", 48 , 60", 72" hose lengths
Rated working pressure 175psi, Elbow mccel
<a>
APPROVED
The benefits of installing FlexlHead Commercial
Connections include:
• Uniform bids / construction schedules
• Reduced man power and labor costs
• Retrofit existing buildings within confined spaces
quickly and easily
• Increased efficiency
• Quick and easy installation
• Simple friction loss / water pressure calculations
• Relocate and reconfigure without draining and
disassembling
• Flexible design provides versatility for changes in
floor plan or occupancy
• Reduced service calls
• No call-backs due to quality manufacturing
• Rapid construction schedules allowing fast -track
building occupancy
ANVII.L
Unlike traditional hard -piped fire protection systems,
FlexHeodO sprinkler connections allow engineers,
architects, contractors and building owners a degree of
versatility previously unavailable, featuring:
• Industrial grade material
• Acceptable for use in a return -air plenum
• Perfect center -of -tile and aesthetic uniformity
• Approved for use,with medium and heavy load
grids (ASTM C635, 636)
• 100% leak -tested connections
• All welded, no o-rings
• Adjustable height and sprinkler alignment
• Proven technology
• Ceiling system compatibility
• Compatible with FM / UL sprinklers
• Meets 2013 NFPA 13 guidelines
4, UL Approved for installation in dry wall ceiling grids
IFLEXHEAD SUSPENDED CEILING DETAIL
IFLEXHEAD SHEETROCK CEILING DETAIL
PROJECT INFORMATION
Project:
APPROVAL STAMP
[:]Approved
Address:
EJApproved as noted
Contractor:
E] Not approved
Engineer:
Remarks:
Submittal Date:
Notes 1:
Notes 2:
FP-8.18
-4� "��,,.ANVIL
FLEXHEAOFlexible Sprinkler Connections `1`1'1(';1r-1--`). - 1 1, - � - I -
A,
STANDARD TALL SERIES HOSE
01.31
(33.401
20XXT (STRAIGHT)
-- L - 20-
I' NPT 7HIRMOS
TO ANSI 61.20 1
MODEL NUMBER:
20XXT-XX
50(1/2" NPT OUTLET SIZE
OR 75(314" NPT OUTLET IIZE)
TALL SER(ES HOSE
"0" LENGTH U4", L6% Aff', ff, OR ZZ-) All dimensions are in inches
FLEXHEAD
STANDARD
TALL
HOSE SERIES - 1" INTERNAL DIAMETER (1.0.) HOSE SERIES
Oullef
Hose
Bmid
Minimum
Max. Number
Equivalent Length of I in, Schedule 40 Pipe (Ft.)
Max. Rated
Model
Assembly
Bend Radius
of 90* Bends
Working Pressure
Number
Orifice
Length
Length
LIL
FM
Size
(B)
FM
UL
FM
UL
FM
UL
5.6 k-Factor
8.0 Vactor
11.2 k-Factor
14.0 k-Factor
16.8 Vaictor
*4k
Wma,
Inlina;
klom
Inlirin
lialma
In./nIm
Film.
2024T-50
24
14.7
1
3
11
18.4
7.7
7.6
610
3/3 --'
3 1,'
� 6
2- 3
2.3
2036T-50
36
26.7
2
3
16
26.6
11.5
11.5
'/2
914
618-'
8
3
8 1
3.5
3-5
175
175
204BT50
48
38.7
3
4
24
30.3
15.3
15.3
1.27
1219
983A,
200
`4
9.
4.6
4.7
120.5
i205
060T*5
206OT-50
60
50.7
4
4
29
35.8
19-1
19.3
1524
1287
10.9
5.8
5�8
2072T-50
72
62]
4
4
35
45.6
23
23.2
1 1828
69?
? -, 1!
7
7
2024T-75
24
14.7
1
3
12
N/A
14.7
7.1
On6OT70;
610
373.;
4.5
2. i
2036T-75
36
26.7
2
3
18
N/A
21.5
21.6
21.8
10.9
%
914
678.,
8�
3,.
6.5
6.6
6.6
175
175
2048T-75
48
38.7
3
4
23
N/A
30.5
30.6
29
14.8
1 .90
1219
0 f
831.
i,
93
93
8.8
,
1.0
9 AnT
60
50.7
4
4
29
N/A
39.5
39.6
36.1
18.7
1524
128i;
E
i2
;2
1
-"6
2072T-75
72
62]
I
4
4
I
32
N/A
48.5
1
48.8
432
22.6
1828
1 3 >1�';
I
C�
1
147
N 9
is",
6 8
Model Numbers: The 'r designates Tall Series Hose. The "50" designates /2" Outlet Hose Series. The '75" designates I/V Outlet Hose Series.
Equivalent Lengths are shown with maximum number of 90' bonds at the minimum 6end radius per agency. 2- 45' or 3-30" bends equal 1-90' bend. Differentyalues were obtained by
FM and UL due to d. difference in minimum bend radius, testing protocol and calculation methods. Please see individual standards for more information relative to Friction Loss (equivalent
length of pipe).
See listing(s) approval agency for the latest approval details.
FP-8.18
FLEXHEAO Flexible Sprinkler Connections
r o
[1831 MOD11_NUM11R:
20XX ET XX
50(1/2" NPT OUTLET SIZE)
OR 75(3/4!' NPT OUTLET SIZE)
2� E,1,80W TALL SERIES HOSE
0 LENGTH (242'. E6', �ff', ff, OR 72")
01.31
[33.40]
FLEXHEAO
ELBOW TALL HOSE SERIES - 1" INTERMAL DIAMETER (1.0.) HOSE SERIES
Model
Outlet
Hose
Assembly
Biaid
'mum
Minimum
Radius
Max. Number
of 90' Bends
Equivalent Length of I in. S(hedule 40 Pipe (Ft.)
Max. Rated
Working Pressure
Number
Orifi(e
Length
Length
:Rend
UL FM
Size
(1)
(B)
FM
FM UL
FM UL
5.6 k-Factor
8.0 k-Factor
11 .2 Vador
14.0 k-Foctor
16.8 k-Factor
In,lim.
InImm
InImm
"m
I mE
InImm
InImin
InImm
Ft/m.
FLIM.
Alm.
F1,1M.
Ft /m.
Ft.1m.
PS11Kpo
PS11Kpo
2024ET-50
24
19.5
1
3
19
26.4
6.8
7.4
5 8
80
2
2.2
2036IT50
36
31.5
2
3
23
30.1
11.8
12.5
'h
8
3
/0
9 i
36
3.8
175
175
20481T-50
48
43-5
3
4
27
33.8
16.9
17.6
1.21
10�
5-1
5. 3
60
S5.5
4
4
32
37.5
21.9
22.7
4
6-6
6 9
72
67.5
4
4
35
41.2
27
27.8
7
12
9.2
3.4
2024ET-75
24
19.5
1
3
N/A
14. 7
8.2
5
2 5
2036ET-75
36
31.5
2
3
23
N/A
25.2
26
21.8
13
3/4
8
3
7
175
17!5
2048ET75
48
43.5
3
4
23
N/A
32.9
33
29
17.8
i. 9r
?0
! ^1
98
1 0
2060ET75
60
55.5
4
4
2�
N/A
40.6
40
36.1
22.6
3
2072ET-75
72
67.5
4
4
N/A
48.5
4 . 7
43.2
27.5
1
Model Numbers: The "ET" designates Elbow Tall Series Hose. The "50" designates '/2" Outlet Hose Series. The '75" designates �" Outlet Hose Series.
Equivalent Lengths ore shown with maximum number of 90 fiends at the minimum bend radius per agency. 2- 45' or 3-30 bends equal 1-90 bend. Different values were obtained by
FM and LIL due to the difference in minimum bend radius, testing protocol and calculation methods. Please see individual standards for more information relative to Friction Loss (equivalent
length of pipe).
See listing(s) approval agency for the latest approval details.
FP-8.18
Ile, __1
FLEXHEA6FIexible Sprinkler Connections
MP024BKT2 Multi -Position Open Hub Bracket [MPO)
Installation of FlexHead Commercial Ceiling Flexible Sprinkler Drop System
Recommend the use of proper PPE for installation. MP024BKT2
is approved for use with the standard FIexHead8 Flexible
Sprinkler Hose in accordance to NFPA 13, 13D, & 13R for use
in wet and dry sprinkler system. The Standard Flexible
sprinkler hoses are UL approved for Limited flexibility and
are intended for direct sprinkler connection.
The MP024BKT2 is pre -assembled at
center tile position. (See below for
additional installation configurations)
ell T Bar Ceiling
Grid Installation
The MPO bracket is designed
for use on ceiling grids conforming
to ASTM C 635*.
FlexHead'-'
Standard Tall
001� 2024T, 2036T, 2048T, 2060T,
09,000 2072T, 20XXH, 20XXHE, 20XXI
Fig.
Locate the center of the
ceiling tile marking, align the
offset screw with that marking for true center of tile installation.
Insert one bracket leg at a time, applying a downward pressure
on the bracket leg and T-Bar. Place the second leg on the
T-Bar and repeat process. (Fig. 1)
FlexHead Flexible
Hose Installation
Apply TeflonO tape or pipe
sealant to the 1 " NPT thread.
Install into branch outlet. Any
direction is acceptable, ensure
the hose is allowed at least one
bend per installation to allow for
seismic movement. (See Friction
Loss Chart on page 8 for
details.)
Fig. 2
17c, not vIrench on
braided hose
Tighten hose using the pipe drop section, never apply a
wrench to the braided hose for installation. (Fig. 2)
Installation Configurations
24" Tile - 24/4 - Quarter Mark Position
<A::PjPi>U
o'
FlexHead
Standard Tall Elbow
2024ET, 2036ET, 2048ET,2060ET, 2072ET
MPO Bracket Installation
Maneuver the flexible sprinkler drop from the branch to the
MPO bracket. Review that the hose length, number of bends,
and bend radius are applicable for the installation per NFPA
guidelines. (See corresponding hose submittal for installation
information.)
The MPO bracket has an open hub for ease of installation.
Open the hinge apparatus by turning the locking shaft 1/4 turn.
Slide the flexible hose drop into the hub. Ensure the drop is
vertical, and the SS FlexibleO hose is not applying a substan-
tial moment on the bracket causing sprinkler misalignment.
Latch the hinge door closed
and adjust the sprinkler drop
for desired ceiling height.
Tighten the set screw till hand
tight plus 1" turn, (100 in-lbs)-
Install desired sprinkler head,
per the manufacturer's 4.
installation instructions.
14'/2" Wood Stud - Center Position 4
U.S and International Patent Pending: #6,123,154, #6,119,784, #6,752,218, #7,032,680, #6,488,097
20XXHE, 20XXSF, 20XXE & 20XXI, 20XXET �ith MP024BKT2 Bracket kas not been e4uated by UL.
*Intended for Use on ASTM C 635 intermediate or heo�y duty ceilings systems installed in accordance to ASTM C 636.
-FM Appro�ecl, Installation has not been e4uated by UL.
Installation Complete
FP-8.18
FLEXHEA6FIexible Sprinkler Connections
07
N
ADOXXBKT3 Adjustable Open Hub Bracket (ADO)
Installation of FlexHead Commercial Ceiling Flexible Sprinkler Drop System
Recommend the use of proper PPE for installation. ADOXX-
BKT3 is approved for use with the standard FlexHead'D and
SuperFlex" Flexible Sprinkler Hose in accordance to NFPA 13,
13D, & 13R for use in wet and dry sprinkler system. The
Standard & SuperFlex Flexible sprinkler hoses are UL
approved for limited flexibility and are intended for direct
sprinkler connection.
`�o FlexHeadl-
Standard Tall
2024T,2036T,2048T,2060T,
2072T, 20XXH, 20XXHE, 20XXI
T Bar Ceiling
Grid Installation
The ADO bracket is designed for
use on ceiling grids conforming to
ASTM C 635*.
Locate the center of the
ceiling tile marking, alion the
offset screw with that marking for true center of tile installation.
Insert one bracket leg at a time, applying a downward pressure
on the bracket leg and T-Bar. Place the second leg on the
T-Bar and repeat process. (Fig. 1)
The ADOXXI3KT3 is pre -assembled at <*> &
center tile position. (See below for AMMM
additional installation configurations)
AD01 613KT3 & AD02413KT3 UL Listed and FM Approved.
AD030BKT3 & AD048BKT3 FM Approved.
Flexi-lead"
Standard Tall Elbow
V_'�224ET, 2036ET, 2048ET,2060ET, 2072ET
FlexHead Flexible
Hose Installation
A. For threaded fitting branch
connection: Apply TeflonO tape or
pipe sealant to the 1 " NPT
thread. Install into branch outlet.
Tigthen the hose using the pipe
section, never apply a wrench to
the braided hose when installing.
Do not �,vrench on
braided hose
ADO Bracket
installation
Maneuver the flexible sprinkler
drop from the branch to the ADO
bracket. Review that the hose
length, number of bends, and
bend radius are applicable for
the installation per NFPA
guidelines. (See corresponding
hose submittal for installation
information.)
The ADO bracket has an open
hub for ease of installation.
Open the hinge apparatus by
turning the locking shaft % turn.
Slide the Ilexible hose drop into
the hub. Ensure the drop is vertical, and the SS FlexibleO hose
is not applying a substantial moment on the bracket causing
sprinkler misalignment. Latch the hinge door closed and adjust
the sprinkler drop for desired ceiling height. Tighten the set
screw till hand tight plus 3/4" turn, (130 in-lbs). (Fig. 3a and 3b)
SuperFlex"
2036SF 2048SF, 2072SF
B. For groove connection follow the grooved coupling manufac- Install desired sprinkler head, per the manufacturer's
turer's installation instructions. installation instructions.
C. For SLT connection follow Gruvlok" installation instructions,
"Fig 7074SLT Slidel_W; Ready for Installation Cap & Fitting Instructions".
The FlexHead connection can be installed in any direction from
the branch. Ensure the hose is allowed at least one bend per
installation to allow for seismic movement. (See fiction Loss
Chart on Page 3 for details)
Installiation Confiaurations
24" Tile — 24/4 - Quarter Mark Position
U S and International Patent Pending: #6,123,154, #6,119,784, #6,752,218, #7,032,680, #6,488,097
20XXT, 220XXET, 20XXH, 2OXXHE, 2OXXI, vith ADOXXW3 Bracket has not been evaluated by UL.
'In -ended for use on ASTM C 635 intermediate or heavy duty ceilings systems installed in accordance to ASTM C 636.
-FM Approved, Installation has not been evaluated by UL.
Installation Complete
7
FP-8.18
FLEXHEAO Flexible Sprinkler Connections
MPT24BKTi Multi -Position Tall Bracket (MPT)
Installation of FlexHead Commercial Ceiling Flexible Sprinkler Drop System
Recommend the use of proper PPE for installation. IVIPT-24- approved for limited flexibility and are
BKT1 is approved for use with the standard FlexHeadO and intended for direct sprinkler connection. APPONM
SuperFleXTm Flexible Sprinkler Hose in accordance to NFPA The MPT bracket is set for 24" center of tile installation. (See
13, 13D, & 13R for use in wet and dry sprinkler system. The back side for additional installation configurations)
Standard & SuperFlexlm Flexible sprinkler hoses are UL
FlexHead'
Standard Tall
de"I"2024T. 2036T, 2048T, 2060T, 2072T
-P&
FlexHead,-
Standard Tall Elbow
2`024ET, 2036ET, 2048ET, 2060ET, 2072ET
T Bar Ceiling Grid Installation
The MPT bracket is designed for use on ceiling grids
conforming to ASTM C 635*.
Locate the center of the ceiling tile marking, align the offset
screw with that marking for true center of tile installation. I nse rt
one bracket leg at a time, applying a downward pressure on the
bracket leg and T-Bar. Screw the self tapping screw using a
#2 square head driver. Place the second leg on the T-Bar and
repeat process. (Fig. 1)
SuperFlex
2036SF, 2048SF, 2072SF
W(73NFlexHead Flexible Hose Installation
A. For threaded fitting branch connection: Apply TeflonO
fape, or pipe sealant to the 1 " NPT thread. Install into branch
outlet. Tigthen the hose using the pipe section, never apply a
wrench to the braided hose when installing.
B. For groove connection follow the grooved coupling manufac-
turer's installation instructions.
C. For SLT connection follow GruvIokO installation instructions,
"Fig 7074SLT SlideLOK" Ready for Installation Cap & Fitting
Instructions".
The FlexHead connection can be installed in any direction from
the branch. Ensure the hose is allowed at least one bend per
installation to allow for seismic movement. (See fiction Loss
Chart on Page 3 for details)
Do rio. --,,,L --c. (,,: - --c liose
Intencled for use on ASTM C 635 intermediate or kecvy duty ceilings systems installed in accordance to ASTM C 636.
FP-8.18
FLEXHEAO Flexible SwInkler Connections
AWIL
Ceiling Tile Installation - The flexible sprinkler
..,.,Secure the Flexhead Sprinkler Drop to
z- . MPT Bracket - Maneuver the flexible sprinkler drop /-'-,-jdrop system with MPT Bracket is able to be installed prior
from the branch to the MPT bracket. Review that the hose to the ceiling tile installation, preventing the need for sprinkler
length, number of bends, and bend radius are applicable for the contractor tile adjustment.
installation per NFPA guidelines. (See corresponding hose For ease of tile installation, cut the largest sprinkler hole
submittal for installation information.) recommended by the manufacturer. The largest hole that
The MPT bracket has an open hub for ease of installation. is still covered by the sprinkler escutcheon allows for an easier
Open the hinge apparatus by turning the locking shaft 1/4 turn. install.
Slide the flexible hose drop into the hub. Ensure the drop is Angle the tile at 45 degrees and push the tile through the hole
vertical, and the SS FlexibleO hose is not applying a substantial and up above the ceiling T-bar, maneuver the tile and allow it
moment on the bracket causing sprinkler misalignment. Latch to drop in the proper location. (Fig. 4)
the hinge door close and adjust the sprinkler drop for desired
ceiling height. Tightening the set screw till hand tight plus two
full revolutions, (130 in-lbs). (Fig. 3a and 3b)
Install desired sprinkler head, per the manufacturers installation
instructions.
Installation Configurations
G
FWJ
N
ww"...'
We
1�71-
... .... ....
Installation Complete
24" Tile — 24/4 16" Tile — 16/2 16" Metal Stud
Quarter Mark Position Center Position Center Position
US and International Potent Pending: #6,123,154, #6,119,784, #6,752,218, #7,032,680, #6,488,097
20XXET vith MPT-24BKT1 Bracket has not been evaluated by UL.
-FM Approved, Installation has not been evaluated by UL.
141b" Wood Stud
Center Position#
FP-8.18
FLEXHEAO Flexible Sprinkler Connections
ANVIL
1-111-1-1
FRICTION
LOSS DATA & SPECIFICATIONS
Model Outlet
Hose
inimurn
Bend Radius
i ax. urn er
of 90' Bends
Equivalent Length of I in. Schedule 40 Pipe (Ft.)
I
Max. Rated
Working Pressure
Number Orifice
Assembly
FM
FUL
UL
FM
UL
FM
FM
UL
Size
Length
5.6 k-Fador 8.0 k-Fa(tor
11.2 k-Fador
14.0 Voctor
16.8 Vo-cdtor
22-.4 -k-Foctor
In./cm.
In./mm.
lnlmm
]"ll
Di
2036SF-50
-IT-
5
S upel
-
2
rflex
-7-�
nternoll meler (1.0)
16.2 16.9
0 ose Series
1 11.5
1h
P14
' ' 4
2
9 1
4 9 5 1
35
2048SF-50
4877
8
3
47
28.7
29.3
15.4
1.21
1219
178
50.8
143
81
8,9
4.1
2072SF-50
72
12
4
71
53.9
54.3
23-2
8 8
1828
21.6
76 4
16.5
1
2036SF-75
36
5
2
29
21.5
21.6
21.8
22
1/4
914
7
2
8,8
-
& 5
65
t.6
67
2048SF-75
48
8
3
44
30.5
30.6
31.1
30.8
190
1219
178
50.8
13.4
92
9-
�.4
9.3
2072SF-75
72
12
4
70
-
48 * 5
48 8
49.9
48
826,
213
14.1
1 � 4'-
2036ESF-50
36
-
2
25.8
26.1
12.5
'h
914
7
N/A
1.8
19
175
175
2048ESF-50
48
-
3
36.1
36.3
17.6
1.27
"219
176
N
5 3
1205
UO3
2072ESF-50
72
-
4
57.3
56.9
27.8
7828
0.4
;13
84
2036ESF-75
36
-
2
-
25.2
26
25.9
25.7
Y4
914
7
N/A
�6
79
�.s
175
175
20481SF-75
48
-
3
32.9
33
33
33
1.90
1219
118
ic,
i C,
76
io
206
2072ESF-75
0 .. S 15
72
4
48.5
47
417.3
47.6
1826
14.8
14_3
J 4
14.�
2 0 24 T'
2024T-50
5 0
24
3
1
11
18.4
7.7
7 7
7.6
610
14
5.6
2j
�J
036T-S
2036T-SO
2 0
36
3
2
16
26.6
1 5
11.5
11.5
1h
914
8
3
4.9
8.1
3.5
175
175
2 4 T-5
0 8 0
2048T-50
48
4
3
24
30.3
15.3
1 5.3
15.4
1.27
1219
200
76.2
/. 3
9.2
4
4.6..
41, 1
! 20
7M
206OT-50
2 6
0 OT_50
60
29
35.8
19.1
19.3
7524
11
%8
0 T.50
2 72
2072T-50
72
35
45.6
23.0
23.2
-
-
1828
�0 17
i3J
7
2024T-75
24
3
1
12
7.3
5.9
14.7
7.1
610
'12
4
2036T-75
36
3
2
18
21.5
10.4
21.8
10.9
3/4
8
3
175
175
2048T-75
48
4
3
23
30.5
14.9
29
14.8
1.90
12!9
200
16.2
05
206OT-75
20'OT,75
60
4
4
29
3925
19.4
36.1
18.7
114,14
2072T 7 5
2072T75
72
4
32
48.5
24.0
43.2
72.6
1925
9
0 ET So
20241T-50
IMM1111011111M
24
3
1
19
26.4
6.8
7,4
2036FT50
36
3
2
23
30.1
11,8
17.5
h
;;�4
3
175
175
2048[T-50
48
4
3
27
33.8
16..9
17, 6
;2!';
"
20601TSO
60
4
4
32
37.5
21-9
22.7
2072IT-SO
72
4
4
35
41.2
27.0
27.8
1
1
See Table Notes on Page 8.
FP-6.18
FLEXHEAO Flexible Sprinkler Connections ANVIL
FRICTION
LOSS DATA 6 SPECIFICATIONS
I Outlet
Model
Hose
Minimum
Bend
Radius
um er
m
Max. Num er
Max. N 7
of 90' Bends
ends
Equivalent Length of I in. Schedule 40 Pipe (Ft.)
Max. Rated
Working Pressure
Number Orifice
Assembly
FM
Size
Length
FM
UL
UL
FM
UL
FM
UL
5.6 k-Fo(tor
8.0 k-Factor
11.2 Vador
14.0 Vador
16.8 Vador
22.4 k-Factor
Ii./".
A6ii�
I",/-
Lk�.k,�
11,1m.
Ft.1m.
Ftlm.%
h1m.
F1,14L
T/
2024ET-75
24
3
1
1
18
8.8
8.7
14.7
8.2
610
5.5
26,
4 Z
2036ET-75
U
3
2
23
2S.5
.6
14.2
21.8
-2.5
13
3/4
914
8
3
/0
�U
42
6.6
3.9
175
175
2048ET-75
48
4
3
23
32.9
18.4
29
17.8
ISO
1219
200
76,2
/0
10
� /
88
5.4
1205
1205
2060ET-75
60
4
4
29
40.6
22.7
36.1
22.6
1524
68
123
6 9
00
6.8
2072IT75
72
4
4
32
48.5
27.0
43.2
27.5
1828
9.8
13.1
8,3
2024H-50
24
3
2
11
18.4
7.7
7.6
610
34
5.6
2
2036H-50
36
3
3
16
26.6
11.5
11.5
112
914
8
3
4.9
8),
3.5
300
300
2048H-50
48
4
4
24
30.3
15.3
15.4
1.27
1219
200
761
i.3
92
4 �,
1 4..
2068
2068
206OH-50
60
4
4
29
35.8
19.1
19.3
1524
1
86
10.9
� F
2072H-50
72
4
1 4
35
45.6
23.0
23.2
18281
10.7
1? 9
17
2024H-75
24
3
2
12
14.7
6.8
14.7
7.1
610
20,
45
2.1
2036H-75
U
3
3
18
21.5
11.4
21.8
10.9
914
8
3
5.3
6.�
6.6
3.3
300
300
204811-75
48
4
4
23
30.5
16.0
29
14.8
1.90
1219
200
76.2
1 /.0
�.?
3 1
58
4.�
2068
2068
206OH-75
60
4
4
29
39.5
20.6
36.1
18.7
1124
8.8
12
62
1! 0
5,7
2072H-75
72
4
4
32
48.5
25.3
43.2
22.6
1828
i 4.;'
/..7
1.7.1
6.6
2074HE-50
24
3
2
19
14.7
6.8
7.4
610
1
5. 8
4 51
2
21,
2036HE-50
36
3
3
23
21.8
11.8
12.5
1h
914
8
3
300
300
2048HE-50
48
4
4
27
29.0
16.9
17.6
27
1219
200
76. 2
'52
8
2068
2068
2060HE-50
60
32
36.1
21.9
22.7
1 4
9.6
6
2072HE-50
7 2
35
43.2
27.0
27.8
1 2
8 6
2024HE-75
24
3
2
18
14.7
14.7
8.2
610
45
2�5
2036HE-75
36
3
3
23
25.2
26
21.8
13
3/4
9;4
8
3
39
300
300
2048HE-75
48
4
4
23
32.9
33
29
17.8
9,
121c
2GO
2068
060"7,
2060HE-75
60
4
4
29
40.5
40
36.1
22.6
�24
Q
6.8
072HE-75
E75
2 2072H�
4
4
32
48.5
47
43.2
27.5
2024-OPS
24
17, Z
-
k= M 1
18.4
11 a
71'.7
r,101
7.6
7.1
10.7
1
7
175
2036-OPS
36
2
26.6
11.5
11.5
10.9
15.1
2048-OPS
48
3
-
30.3
15.3
15.4
14.8
21,5
2060-DPS
4
-
35.8,
19.1
19.3
18.7
25.3
2072-OPS
7
4
-
45 6
23
23.2
22�6
26.9
See Table Notes on Page 8.
P-618
FLEXHEAO Flexible Sprinkler Connections
"�Illnl
F--
FRICTION
LOSS DATA S SPECIFICATIONS
Model Outlet
Ho5e
Minimum
Bend
Radius
Max. Num er Equivalent Length of I in. Schedule 40 Pipe (Ft.)
of 90' Bends
Max. Rated
Working Pressure
Number Orifi(e
Assembly
FM
Size
Lengl`h
FM
UL
UL
FM
UL
FM
UL
5.6 Voctor
8.0 Voctor
11.2 k-Factor
14.0 k-Faclor
16.8 k-Faticir
22A k-Factor
ff.
MANIN.
MVIMM.
tnlom
Immm
Film
klm
F1.1m.
FlYm.
Ft./m.
Ft./m.
20241
24
3
1
11
18.4
610
3.4
20361
36
3
3
26.6
1h
914
8
3
" 9
6.1
175
175
20481
48
4
4
24
30.3
1.27
1219
200
76.2
1.3
9.2
1?05
1203
20601
60
4
4
29
35.8
1
1524
1
8.8
1 1,99
20721
72
4
4
35
45.6
)828
10J
13 9
20241
24
3
1
12
11.6
610
31
3.5
20361
36
3
2
18
-
16
3/4
914
8
32
5.5
49
175
175
20481
48
4
3
23
-
17.9
1 1.90
1219
200
16.
1 /.0
1
5 4
1205
1205
20601
60
4
4
29
-
24,7
1524
86
7,5
70771
72
4
4
32
-
2
9.8
88
20241A
24
1
11
18.4
610
3.4
5�6
70361A
36
2
16
26.6
Ih
914
8
4,9
175
175
20481A
48
3
24
30.3
127
1219
200
73
9.2
1205
7205
20601A
60
4
29
35.8
1524
8.8
1."i c
20721A
72
4
45.6
1828
10./
1
1 "q g
I -i
NOTES:
Model Numbers:
• "SV designates SuperFlex7 Hose series.
• "ESF" designates SuperFlex- Elbow Hose series.
• "E" designates elbow drop hose series
• "T" designates straight tall style hose
• "ET" designates elbow tall style hose series.
• "H" designates high pressure 300psi working pressure hose series.
• "HE" designates high pressure 300psi elbow hose series.
• 'DPS" designates dry perK6nt system.
• 'DT" designates drain tee hose series used in dry pendent/freezer application.
• 'DPS" and "DT" models are approved for use in cold storage application (Freezer, Cold Chamber) and combine an approved flexible sprinkler hose and an approved dry
pendent sprinkler. UHO- I or UHO-3 is required to connect the flexible sprinkler hose to the dry sprinkler.
1" indicates instiutionol flexible hose.
'A" indicates models for use with Arnerlux Ceiling System.
"50" designates '/2" Outlet Hose series. The "75" designates 11A' Outlet Hose series. Inlet size I
Max Ambient Temperature Rating on all model numbers are 300' F j 148' Q,
Equivalent lengths are shown with maximum number of 90* bends at the minimum bend rodivs per agency. 2-A5' or 3-30' bend equal 1-90' bend. Different values were obtained
by FM and UL due to the difference in minimum bend radius, testing protocol and calculation methods. Please we individual standards 6 more information relative to Friction Loss
Jeclumalent length of pipe).
All hoses require a minimum of one bend for installation. Bend radius tool available for 3" bend "T- hose, "SF" hose does not require bend radius tool.
Fm equivalent length calculation includes Sprinkler Head Friction Loss.
See listing(�) approval agency for the latest cippro�al detail,
FP-6.18
SEAM CLAMP RALBEAM
\—,RIETA11411 STRAP
A,T
F eo% -
RING HANGER
'TENANTIMPROVEMENT
T"ISPROJE 8ATE4ANTI=MB"`. T."T"n" AS
PROTECT
D, . _ ED
ALREA EE �E .1..NKLIE1 ISTI.�
F1 Me WEST IS ADDINGAN'D I, RELOCATING SPRINKLER
E NEWTENANTWALL, CEILING,
ALLWORK WILL OF. DONE
WITPOLITAFFECTINGTHE CAPABILITYOF-THr EXISTING SYSTEM.
i1-hM—B0—L4E—GE-N—D--- I
DENOTES ASPRINKL15R HEADtO BE
RELOCATED,
0 AS, DENOTES ASPRINKLER HEAD— - ... Eu
DENOTES EXISTING SPRINKLER HEAD TD BE
BE REMQVEDAND PLUGGE11.
114DICATES EXISTING SPRINKLERTo REMAIN
MT MECHANICAL TEE
REPRESENTS EXISTING SPRINKLER PIPE.
REPRESENTS NEW SPRINKLERPIPE.
L
SCOPE fOF WbRK
FSAIWI.LLA DANDR TE SPRINKLER HEADSTO
, . D T ELM CEI
A DA NEWW 1AND LINGS.
EXCLUSIONS
i OFF HOURS ANDIAXES�
2: RELTTON OF EXISTING PIPING,
B U
3.GWSC TANDPATCH.
4 - PAINTIN60FANYIQND.
5� WIRING OrANY KIND.
6 REPLACE. REPAIR. OR.MODIFICATION OF CEILING TILES.
7: ABATEMENT OF. ANY KIND.
8. STRUCTURAL VERIFICATIORIF REQUIRED.
DESIGN CRITERIA
1. NFPA 13 2016 ED.
2 . C._t., EDMONDS.
3. OFFICE - LIGHT HAZARD�
A- —4
"A
A
t
REPAIRIREPLACE
wgg—t
RE410VED CEILING
�7
TILESYSTIENITO
M
MATCH EXISTING. 'R
VICINITY MAP/KEY PLAN
SCALE: NONE:
RECEIVED
JUN I il 2019
--------------- BUILDING
WASHINGTON STATE
CERIH ICATE OF COMPETENCY
FIRE PROTECTION 81RINKLER SYSTEMS Ilry (Cc. py
Themn J. Davis
8500-0501�C Level 3
File S em�
"REg1,_ 7s, Inc.
LEVEL 3 FIRE SPRINKLER PLAN EDMONDS MED PAVILION
SUITE 300 T1
SCALE:114-1- L
FIRE SPRINKLER PLAN
D
.. .. .......... ....... ...... ....... .
HANGERLEGEND SPRINKLER HEADS sitVISIOn GENERAL NOTES DESIGN dRITEktAANlDN0TES CONTRACT NAMF;,..
SYM TYPE MFG MODEL ORIFICE THREAD TEMP FINISH CANOPY OTY MK DATE By DESCRIPTION 1: ALL NMGATERIEANIAND EQUIPM ENT TO Ill NEW A. D UNDEAwRnERS APPROVED. �I-A A HLI.NEPIPI E� EAI E H 10,
I ;j I I" �, 0 ' 06C 'O'M'DWC R=M"' IUNQ L
LL SITC ST NUNS THR 0 CO EDMQNDS MED FAV.Ij�19 UPITE 300
Ty_FRS pip DM ONSAR ALI NE HA WE SEAN H RIN 4CRETEDECNP'. PSTO M
T 61 o", SEMIREC.PEND TYCO S.6K 2 NTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN BEAMS (UNO).
CHR CHR 13. Eel 4
1/7, 155' ICH ARE Ef D I END.
3. ALL NEW CONNECTIONSTO EXISTNG PIPE TO Sj1:lMAD.EFWITH ICALTEr (UNO).
EX PgC
4r
TNU-Ly6' SHALL BE PROVIDED IN ACCORDANCE WITH NFPA#13� 4. ALL NEW. PENDENT$ IN ACTCEILING$ 70 BE ON (UkO. 206 Frontage Road North, Suite C
3.EARTH. A E)lWA'CIN 7320 216th St SW Suite,300
L 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA#13� Edmonds, WA9866
i�� KTI; C�Amll-, Fr 5`01PING SHALL BE IN ACCORDANCE WITH NFRA#13. S;ALLSTR,UPT,UREABOVENEWANDEXIS'nNOCE[UNGSISNONCOMBUgnSLE. Pacific, WA. 9804,7,:
Z�
6, JOINING OF PIPE AND FITTINGSiTHREADED AND WELDED SHALL BE IN ACCORDANCE
WITH NFPA#13. CONTRACT WrrH: QW) 833-1248 Fa)c,:(M -0113
7. OWNER TO PROVIDEAD QLATE HEATTO PREVENTWATER IN PIPES FROM DP I
NEECTED BYWET PIPE SPR INCORPORATED
A FREER? IN AREAS FRI INKLER SYSTEM. wt-
8.STRUC RALADEQUACYOFTHE BUILDING TO SUPPORTTHE SPRINKLER PIPING Is 19936 Ballir
APPROVALS REQUIRED: DISTRIBUTION.' THE RESPONSIBILMYOFTHE OWNER OR HIS.STRUCTURAL REPRESENTATIVE,, qgerWay.. E` WA CL# FIRESWI 14001
Seattle, WA.98155
HJ AHJ 13 D.C. FAB BY.' O.C. INSTALL BY:
Contact: Tryg Oye DESIGNER DATE JOBNUMBER SHEET
3 1 C. V. ER I ARCHITECT OWNER/ARCHITECT Phone: 206-391-3514
TOTAL 13 FIRE SYSTEMS WEST T DAVIS 1 6/12/19 1OP1
41
PORTION OF THE SW 1/4, NE 1/4, SEC. 29, TWP 27 N., RGE. 4 E., W.M.
LEGAL DESCRIPTION
4F NO. 199911150651
THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 29,
TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS
FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHWEST
QUARTER OF SECTION 29, TOWNSHIP 27 NORTH RANGE 4 EAST, W.M., THENCE NORTH 0-44� WEST
480.16 FEET, THENCE SOUTH 89-05'58 EAST 30 FEET TO TRUE POINT OF BEGINNING OF THE
DESCRIPTION; THENCE CONTINUING SOUTH 89*05'58" EAST 306.33 FEET; THENCE NORTH 936'41"
WEST 61.99 FEET; THENCE NORTH 89*05'58" WEST 306.46 FEET; THENCE SOUTH 0*44' EAST 62.0
FEET TO TRUE POINT OF BEGINNING.
AF NO, 199911150652
PARCEL A:
THE NORTH 100 FEET OF THE SOUTH 200 FEET AS MEASURED ALONG THE WESTERLY LINE OF STATE
ROAD NO. 1. OF THE EAST HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE
SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., IN SNOHOMISH
COUNTY, WASHINGTON.
PARCEL B:
THAT PORTION OF THE EAST HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF
THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., IN
SNOHOMISH COUNTY, WASHINGTON; LYING SOUTH OF THE FOLLOWING DESCRIBED LINE:
BEGINNING AT A POINT ON THE WESTERLY LINE OF STATE ROAD NO. 1, 100 FEET (MEASURED ALONG
SAID WESTERLY LINE OF ROAD) NORTHEASTERLY FORM THE SOUTH LINE OF SAID EAST HALF OF THE
NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER; THENCE RUNNING
WEST PARALLEL TO THE SOUTH LINE OF SAID SUBDIVISION TO THE WEST LINE THEREOF; EXCEPT
STATE ROAD NO. 1.
PARCEL C:
THAT PORTION OF THE EAST HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF
THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., IN
SNOHOMISH COUNTY, WASHINGTON; LYING NORTH OF THE FOLLOWING DESCRIBED UNE:
BEGINNING AT A POINT ON THE WESTERLY LINE OF STATE ROAD NO. 1, 100 FEET (MEASURED ALONG
THE WESTERLY LINE OF SAID ROAD) SOUTHWESTERLY FROM THE NORTH LINE OF SAID EAST HALF OF
THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER;,THENCE
RUNNING WEST PARALLEL TO THE NORTH LINE OF SAID SUBDIVISION TO THE WEST LINE THEREOF;
PARCEL D:
THAT PORTION OF THE EAST HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF
THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M- IN ,
SNOHOMISH COUNTY, WASHINGTON: LYING WESTERLY OF PRIMARY STATE HIGHWAY NO. 1 AND LYING
NORTH OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT 200 FEET SOUTH OF:THE
NORTHWEST QUARTER OF SAID SUBDIVISION; THENCE EAST To THE WEST LINE OF STATE HIGHWAY NO.
1; THENCE NORTHEASTERLY ALONG THE WEST LINE OF HIGHWAY RIGHT OF WAY 100 FEET TO THE
TRUE POINT OF BEGINNING OF SAID LINE; THENCE WEST TO WEST LINE OF SAID SUBDIVISION AND
THE TERMINUS OF SAID LINE; AND LYING SOUTHERLY OF A LINE DESCRIBED AS: FOLLOWS:
BEGINNING AT A POINT ON THE WESTERLY LINE OF STATE ROAD NO. 1, 100-FEET (MEASURED ALONG
THE WESTERLY LINE OF SAID ROAD) SOUTHWESTERLY FROM THE NORTH UNFOF SAID EAST HALF OF
THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER; THENCE
RUNNING WEST PARALLEL TO THE NORTH LINE OF SAID SUBDIVISION TO THE WEST LINE THEREOF AND
THE TERMINUS OF SAID LINE.
AF NO. 199911150653
PARCEL A:
THAT PART OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SOUTHWEST QUARTER OF
SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., IN SNOHOMISH COUNTY, WASHIINGTON, MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING 665.8 FEET SOUTH OF THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER OF THE
NORTHWEST QUARTER OF THE SOUTHWEST QUARTER; THENCE EAST A DISTANCE OF.341 FEET TO THE
EAST LINE OF THAT CERTAIN PARCEL OF LAND DEEDED TO WILLIAM MCROBB SIMPSON, JR. ON MAY
14, 1963, UNDER AUDITOR'S FILE NO. 1627832, VOLUME 821, PAGE 216, AS RECORDED BY THE
SNOHOMISH COUNTY AUDITOR IN SNOHOMISH COUNTY, WASHINGTON; THENCE NORTHERLY ALONG THE
EAST LINE OF SAID SIMPSON PARCEL, A DISTANCE OF 121 FEET TO THE SOUTH LINE OF SWAN'S
ADDITION AS RECORDED IN VOLUME 16, PAGE 10, RECORDS OF SNOHOMISH COUNTY, WASHINGTON;
THENCE WESTERLY ALONG SAID SOUTH LINE A DISTANCE 107 FEET TO THE EAST LINE OF A TRACT
CONVEYED TO ROLAND F. CLINTON BY DEED RECORDED UNDER AUDITOR'S FILE NO. 2064414 IN
SNOHOMISH COUNTY, WASHINGTON; THENCE SOUTHERLY ALONG SAID EAST LINE A DISTANCE OF 46
FEET, THENCE WEST ALONG THE SOUTH LINE OF SAID CLINTON TRACT A DISTANCE OF 230 FEET,
MORE OR LESS TO THE WEST LINE OF SAID SECTION; THENCE SOUTHERLY 75 FEET TO THE TRUE
POINT OF BEGINNING; EXCEPT THE WEST 30 FEET THEREOF FOR ROAD PURPOSES.
PARCEL B:
THAT PART OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER
OF SECTION 29, TOWNS141P 27 NORTH, RANGE 4 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON,
DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER OF THE NORTHWEST QUARTER
OF THE SOUTHWEST QUARTER; THENCE NORTH 0`44' WEST 542.16 FEET; THENCE SOUTH 89*05'58"
EAST 30 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 89'05*58" EAST
306.46 FEET; THENCE NORTH 0-36'41- WEST 124 FEET; THENCE NORTH 89*05'58" WEST 306.72 FEET;
THENCE SOUTH 0`44' EAST 124 FEET ALONG THE COUNTY ROAD TO THE TRUE POINT OF BEGINNING.
(ALSO KNOWN AS TRACTS 1 AND 2, HUDSON TRACTS, ACCORDING TO THE UNRECORDED PLAT
THEREOF.) EXCEPT ANY PORTION LYING WITHIN ABOVE DESCRIBED PARCEL A.
9
A PORTION OF THE EAST HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE
SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST. W.M., IN SNOHOMISH
COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT 200 FEET SOUTH OF NORTHWEST CORNER OF SAID SUBDIVISION; THENCE EAST
TO THE WESTERLY LINE OF HIGHWAY NO. 1. THENCE NORTHEASTERLY ALONG WEST LINE OF HIGHWAY
RIGHT OF WAY 100 FEET, THENCE WEST TO WEST LINE OF SAID SUBDIVISION; THENCE SOUTH ALONG
WEST LINE TO POINT OF BEGINNING.
AF NO, 200407150212
LOT 2, SNOHOMISH COUNTY SHORT PLAT NO. 5-53-78 ACCORDING TO THE SHORT PLAT RECORDED
MARCH 13. 1979 UNDER RECORDING NO. 7903130264, RECORDS OF SNOHOMISH COUNTY.
WASHINGTON.
0
THAT PORTION OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF
THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., IN
SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER
OF SAID SECTION 29; THENCE SOUTH 01*16' EAST FOR 501.00 FEET TO THE TRUE POINT OF
BEGINNING; THENCE CONTINUE SOUTH 01*16' EAST FOR 90.00 FEET; THENCE SOUTH 69'38' EAST FOR
230.00 FEET; THENCE NORTH 01'16' WEST FOR 46.00 FEET, THENCE NORTH 89*38" WEST FOR 72.00
FEET; THENCE NORTH 01*16' WEST FOR 44.00 FEET: THENCE NORTH 89'38' WEST FOR 158.00 FEET
TO THE TRUE POINT OF BEGINNING. EXCEPT THE WESTERLY 30 FEET FOR ROAD.
DOUG'S LYNNWOOD MAZDA
SERVICE CENTER
22214 PACIFIC HIGHWAY
EDMONDS, WA 98026
PERMIT SET
FEBRUARY 21, 2020
E-
FPROTE T
gISTING
�C.T
x 1.
AZDA
BUILDING
PROPOSED
E-.P MAZDA
V,
SERVICE
CENTER
BUILDING
9
A!�
R
V
a@
u,
10, 1.
PROTECT d I
EXISTING
MAZDA
BUILDING
0 2 1.0
HORIZ. Scale In Feet 1 09
VICINITY MAP
SCALE: N.T.S. (1)
OWNERAPPUCANT:
ADZAM INC, dba DOUG'S MAZDA
22130 HWY 99 - �
EDMONDS, WA 98026
PHONE: (425) 774-3551
ARCH
265 WINSLOW WAY E
BAINBRIDGE ISLAND, WA 98110
PHONE: (206) ;L842-1253 �
EMAIL: frank@3rkarcfiitectre..0
CIVIL ENGINEER:
CECIL & ASSOCIATES, LLC
PO BOX 598
BOTHELL, WA 98011
CONTACT. JOHN FARLEIGH, P:E
PHONE: (206) 450L-3068
EMAIL: johnf0ceciIhaasI56.com
SURVEYOR:
GROUP 4. INC.
PO BOX 1059
LAKE STEVENS, WA 98258
PHONE: (425) 408-1152
EMAIL: danrOgrp4.COM
GEOTECHNICAL ENGINEER
COLDER ASSOCIATES, INC
18300 NE UNION HILL ROAD #200
PHONE: (425) 883-0777
EMAIL: jim.johnson0goIder.com
PARKI NG SPACES REO'O
PARKING SPACES PROPOSED
UTILITY PROVIDERS: I I
WATER: CITY OF EDMONDS-' BARRIER FREE PARKING SPACES_
PUBLIC WORKS & UTILITIES: (425) 771-0235
SEWER: CITY OF EDMONDS
PUBLIC WORKS & UTILITIES: (425) 771 �0235
STORM: CITY OF EDMONDS
PUBLIC WORKS & UTILITIES: (425) 771-0235
POWER: SNOHOMISH PUD
MARY McALUSTER: (425) 670�32116
NATURAL GAS: PUGET SOUND ENERGY
CUSTOMER CONSTRUCTION DEPARTMENT: 1-888-321-7779
COMMUNICATIONS:
FRONTIER - JEREMY FALLT: (425) 263-4024
COMCAST - MIKE FONTENOT: (425) 263-5428
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BASIS OF BEARINGS: SHEETINDEX LEGEND
LINE FROM THE WEST 1/4 TO THE CENTER OF SECTION 29=89-06'48- SHEEr NO. SHEEr TITLE WORK >-
CO.01-2 COVER SHEEF PROPERTY LINE
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00.02-2 GENERAL NOTES EASEMENT LINE - - - - - - OWNER
C1.00-2 DEMOLITION PLAN z
C1.01-2 TESC PLAN SETBACK LINE ........................................ T: W
CI.10-2 TESC DERILS APPROVED DA w
DATUM C2.00-2 OVERALL PNANG AND GRADING R/W CENTERLINE BLDG. OFFICIAL' (D Uj
C2.01-2 PRANG & GRADING PLAN ASPHALT Uj z:
NAVD 88 C2.10-2 SITE SECTONS FMO PERMIT NUMBER U)
C2.20-2 PAYING DETAILS CONCRETE
C2*21-2 PRANG DETAILS
C2.22-2 BLOCK WALL DEIAILS EXISTING GRAVEL >
C2.30-2 EMERGENCY VEHCILE ACCESS PLAN
BENCHMARK C3.00-2 COMPOSITE UTIUTY PLAN PROPOSED BUILDING LJJ C) Uj
C3.10-2 DRAINAGE PROFILES PR U)
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3-1/2- BRASS DISK IN TOP OF NE CORNER CONCRETE RETAINING WALL NE -2 WATER PROFILE EXISTING BUILDING VE�TDBY N I�N,�G >
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QUAD INT. 220TH ST SW AND 90TH AVE W. ELEVATION=423.29 C3.20-2 DRAINAGE DETAILS 0
C3.21-2 DRAINAGE DETAILS
C3.22-2 WATER DETAILS
C3.23-2 SANITARY SEWER DETAILS C14
SITE BENCHMARK C-4
TBM 1: "M" IN MUELLER ON TOP OF FIRE HYDRANT AT INTERSECTION OF ^0py FEB 5 2020
220TH ST AND 83RD AVE
ELEVATION=391.85' SUILDINK-, D
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TBM 2: RAILROAD SPIKE IN POWER POLE +/- 30' WEST OF NW COR SHOP
BUILDING INSIDE SITE QYff Edmonds Build.,
ELEVATION=370.70' APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE�
BY: Co. 0 1 -21
PERMIT #BLD 20190887
Vl)uV-7�O \0� - ON'Z-0
PORTION OF THE SW 1/4, NE 1/4, SEC. 29, TWIP 27 N., RGE. 4 E., W.M.
CITY OF EDMONDS GENERAL NOTES
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 MUNICIPAL, STATE, AND FEDERAL
CODES, RULES AND REGULATIONS:
CURRENT INTERNATIONAL BUILDING CODE (IBC)
2017 WSDOT/APWA STANDARD SPECIFICA11ONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION
2012 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON, AS AMENDED IN DECEMBER 2014 (THE 2014 SWMMWW)
2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS
NOTED OTHERWISE
3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCT10N IS IN PROGRESS.
4. DEVIA _n DNS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY (THE
CITY). OBTAIN APPROVAL IN WRITING PRIOR TO CONSTRUCTING IMPROVEMENTS.
5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT' DRAWINGS AND SHALL
SUMMARIZE ALL AS-BUILTCONDIMONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT
COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL
APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL.
6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION.
7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY
OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY
COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY
LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE
AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF
EXISTING UTIUTY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTLITIES. ENGINEER ASSUMES NO
RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING U71LITIES AND SITE FEATURES PRESENTED ON THESE
DRAWINGS. ENGINEER SHALL BE NOMFIED IMMEDIATELY OF CONFLICTS THAT ARISE SO THAT A CODE-COMPLIENT SOLUTION CAN
BE COORDINATED.
8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UMUTIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND
UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PR10R TO CONSTRUCTON.
9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL N011FY
OWNER'S REPRESENTAIlVE OF ANY DISCREPANCIES.
10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. PIPE LEGNTHS ARE GENERALLY
CALCULATED AS A HORIZONTAL LENGTH MEASURED FROM STRUCTURE TO STRUCTURE OR BEND TO SEND (WHICHEVER IS
APPROPRIATE).
11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT AND SHALL BE FAMILIAR NTH THE CONTENTS THEREOF. ALL
SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. COORDINATE NTH THE
OWNER'S GEOTECHNICAL CONSULTANT TO FIELD VERIFY THE ADEQUACY OF ALL STRUCTURE SUBGRADES, UTILITY TRENCH BEDDING
& BACKFILL, AND TEMPORARY SLOPES. PROMDE SUFFICIENT NO-nCE SO THAT THE GEOTECHNICAL ENGINEER CAN SCHEDULE THE
APPROPRIATE RESOURCES.
12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL
REPORT.
13. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO 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 NTH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL RECOMMENDATIONS.
14. SEE CIVIL PLANS FOR LOCATIONS OF SITE FEATURES SUCH AS CURBS, RETAINING WALLS, PAVED SURFACES, AND UTILITIES. SEE
CIVIL PLANS FOR COORDINATES OF BUILDING GRID LINES. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS.
15. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR
THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC
GRADING AND EROSION CONTROL REQUIREMENTS.
16. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL 11MES BY SWEEPING.. WASHING OF THESE STREETS WILL N07 BE
ALLOWED WTHOUT PRIOR APPROVAL.,
17. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. CONTOURS ARE
SHOWN FOR REFERENCE - SPOT ELEVATIONS SHALL SUPERCEDE CONTOURS.
18. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 4% IN LANDSCAPE AREAS AND 1.5% IN PAVED AREAS.
19. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO
PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND
EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL
OF SHORING AND BRACING, AS REQUIRED.
20. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS,
HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS, CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY
HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL.
21. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATONS AND/OR SERVICE INTERRUPTIONS WITH THE
AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH
ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. ALL UTILITIES SHALL BE PLACED UNDERGROUND.
22. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUC71ON WORK SHALL BE REPAIRED AT CONTRACTOR'S
EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING.
23. 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 THE ENGINEER OF RECORD AND CITY (IN WRITING). TRACK
ALL CONSTRUCTON REVISIONS IN AS -BUILT SET.
24. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 95X COMPAC11ON TEST
REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. CONTRACTOR TO COORDINATE.
25. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION
BETWEEN THE UTILITIES.
26. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUAMON OF SITE UTILITIES WITHIN THE BUILDING.
27. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK.
28. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM.
29. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO
INSTALLATON.
30. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON
THESE DRAWINGS.
EARTHWORK QUMTME&
CUT., 950 Cys
FILL: 2,150 CYS
NET' 1,150 CYS FILL
NOTE: IMPORT FILL WILL BE FROM A LOCATION APPROVED BY THE CITY. EXPORT CUT WILL BE WASTED AT A
LEGAL OFFSTE DISPOSAL LOCATION. THE QUANTITIES SHOWN ARE ESTIMATES ONLY INTENDED FOR PERMITTING
PURPOSES ONLY. THE CONTRACTOR SHALL VERIFY ALL EARTHWORK QUANTITIES NEEDED TO PERFORM THE
PERMITTED SITE IMPROVEMENTS AND NOT RELY ON THESE QUANTITIES FOR BIDDING PURPOSES.
WATER GENERAL NOTES
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE EDMONDS STANDARD DETAILS, SECTION 7.
SURVEYING:
2. PRIOR TO CONSTRUCTING ANY WATER MAINS, THE STREET CIENTERLINES OF THE DEVELOPMENT, CENTER OF
CUL-DE-SACS, ALL WATERLINE EASEMENTS AND ALL LOT CORNERS SHALL BE STAKED. THE MAXIMUM
STATIONING INTERVAL WILL BE 50 FEET NTH THE STATION NUMBER ON EACH STAKE.
3. HORIZONTAL CONTROL DATA SHALL BE NAD '83/"91. VERTICAL CONTROL SHALL BE NAVD-88 DATUM.
4. AT THE CONCLUSION OF CONSTRUCTION, DISTRICT STAFF WILL LOCATE THE WATER MAINS NTH SPRAY PAINT.
TTHE DEVELOPER'S REGISTERED PROFESSIONAL SURVEYOR SHALL PREPARE A DRAWING BASED ON THE
SURVEYED LOCATION OF ALL APPURTENANCES INSTALLED, INCLUDING BUT NOT LIMITED TO, WATER MAIN,
METER BOXES, BLOWOFFS, VALVES BOXES, HYDRANTS AND BENDS. THE DISTRICT WILL PROVIDE LOCATES TO
ASSIST THE SURVEYOR IN LOCATING THE WATER MAIN BETWEEN APPURTENANCES AND LOCATING THE BENDS.
THE DRAWING SHALL BE PROVIDED TO THE DISTRICT IN AUTOCAD FORMAT, R 2000 OR NEWER. IN ADDITION.
ALL WATER EASEMENTS SHALL BE STAKED AND FLAGGED AT THEIR INTERSECTION WTH PROPERTY LINES
AND AT 25- FOOT STATIONS ALONG THE EASEMENT LINES.
CONSTRUCTION:
5. THE WATER MAIN SHALL BE PLACED AS SHOWN ON PLAN.
6. A MINIMUM TEN (10) FOOT HORIZONTAL SEPARATION MUST BE MAINTAINED BETWEEN THE SANITARY SEWER
LINE AND THE WATER MAIN.
7. A FIVE (5) FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ALL WATER FACILITIES AND
UNDERGROUND POWER AND TELEPHONE FACILITIES, UNLESS OTHERWISE APPROVED BY THE DISTRICT.
8. DISTRICT VALVES SHALL ONLY BE OPERATED BY DISTRICT PERSONNEL.
MATERIALS:
9. ALL WATER MAIN PIPING SHALL BE DUCTILE -IRON MINIMUM THICKNESS CLASS 52, CEMENT -MORTAR LINED AND
TYTON JOINT. ALL WATER MAIN PIPING TO MEET THE REQUIREMENTS OF AWWA C-151.
10. ALL WATER MAIN FITTINGS SHALL BE CEMENT -MORTAR LINED AND MEET THE REQUIREMENTS OF AWWA C-153.
11. POLYETHYLENE ENCASEMENT TO MEET THE AWWA STANDARD C-105. ANY TEARS OR OPENINGS MADE FOR
SERVICES OR TAPS SHALL BE REPAIRED NTH AN ADHESIVE TAPE.
12. ALL WATER MAIN PIPES AND SERVICES SHALL BE INSTALLED WITH A 14 (FOURTEEN) GAUGE, CONTINUOUS,
SOLID -CORE, NEOPRENE COATED LOCATING WIRE. ANY CONNECTIONS OR SPLICES SHALL BE MADE WITH
SPUT-BOLT WIRE CONNECTORS.
PLACEMENT:
13. FIRE HYDRANT LOCATIONS TO BE APPROVED BY THE FIRE MARSHAL OF JURISDICTION.
14. WATER SERVICE LINE AND METER LOCATIONS WILL BE COORDINATED NTH THE DEVELOPER'S ENGINEER AFTER
A THOROUGH REVIEW OF ALL UTILITY FACILITIES.
A. THE METER LOCATION SHALL BE WITHIN THREE (3) FEET OF THE PROPERTY LINE THAT IS PERPENDICULAR TO
THE RIGHT-OF-WAY AND WITHIN ONE (1) FOOT OF THE EDGE OF PROPERTY ON THE RIGHT-OF-WAY SIDE
UNLESS OTHERWISE APPROVED IN WRITING BY THE DISTPJCT.
B. AFTER INSTALLATION OF THE METER AND BOX, A 2X4 BOARD PAINTED WHITE WITH 'WATER SERVICE"STENCIUED
ONTO IT WILL BE DRIVEN INTO THE GROUND BEHIND THE METER BOX.
STORM DRAINAGE GENERAL NOTES
1. PIPES:
A. ALL STORM SEWER PIPE SHALL CONFORM NTH CHAPTER 18.30 OF THE ECDC AND DIVISION 7 OF THE
WSDOT/APWA SPECIFICATIONS.
B. ALL PIPE SHALL BE PLACED ON STABLE EARTH, OR IF IN THE OPINION OF THE CITY INSPECTOR, THE
EXISTING FOUNDATION IS UNSATISFACTORY, THEN IT SHALL BE EXCAVATED BELOW GRADE AND BACK
FILLED NTH COMPACTED GRAVEL MATERIAL TO SUPPORT THE PIPE.
C. THE BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE OR PIPE -ARCH IN LAYERS 'NTH
A LOOSE AVERAGE DEPTH OF 6", MAXIMUM DEPTH 8", THOROUGHLY TAMPING EACH LAYER. THESE
COMPACTED LAYERS MUST EXTEND FOR ONE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF
THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. (REFER
TO WSDOT STANDARD SPECIFICATION 7-04.3(3) AND STANDARD SPECIFICA-nON 2-03.3(14)C, METHOD B
C.
D. GALVANIZED STEEL CMP SHALL MEET THE REQUIREMENTS OF AASHTO DESIGNATION M-36, TYPE 1 & TYPE
2. PIPE SHALL HAVE ASPHALT TREATMENT 1 OR BETTER.
E. CORRUGATED AWMINUM PIPE AND COUPLING BANDS SHALL MEET THE REQUIREMENTS OF AASHTO M193
AND M197.
F. DOUBLE WALLED (SMOOTH INTERIOR) CORRUGATED POLYETHYLENE PIPE, MEETING THE REQUIREMENTS OF
AASHTO M 252 IN 8 INCH SIZE AND AASHTO M294S IN SIZES 12" THROUGH 36,- IS AN ACCEPTABLE
ALTERNATIVE TO SCHEDULE A CULVERT PIPE, AS SHOWN ON WSDOT/APWA STANDARD PLAN B-17 AND
FOR STORM SEWERS IN ACCORDANCE WITH EDMONDS CITY STANDARDS.
G. BAND SIZE SHALL BE 12' FOR PIPE LESS THAN 42" DIAMETER AND 49" X 33" ARCH PIPE. REFER TO ITEM
K: "CHARTS" FOR LARGER SIZE PIPES.
H. BACKFILL AROUND PIPE MUST BE COMPACTED TO A SPECIFIED AASHITO T-99 DENSITY OF 90%. USE
REASONABLE CARE IN HANDLING AND INSTALLATION.
1. ALL NON -PERFORATED METAL PIPE SHALL HAVE NEOPRENE GASKETS AT THE JOINTS. O-RING GASKETS
MAY BE USED FOR TYPE F COUPLING BAND.
J. DUCTIL IRON (DI) PIPE SHALL BE CLASS 50 PER WSDOT 9-05.13.
2. CATCH BASINS AND MANHOLES:
A. ALL CATCH BASINS WITH A DEPTH OVER 5.0 FEET TO THE FLOW LINE SHALL BE A TYPE 11 CATCH BASIN
OR LARGER (MANHOLE).
B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL MANHOLE, INLET, AND CATCH BASIN
FRAMES AND GRATES JUST PRIOR TO POURING OF CURBS AND PAVING.
C. ALL GRATES SHALL BE DEPRESSED 0.1 FEET BELOW PAVEMENT LEVEL.
D. CATCH BASIN FRAME AND GRATES SHALL BE OLYMPIC FOUNDRY MODEL 5435, 5435A, OR 50503A,
LOCKING TYPE OR EQUAL. MODEL 5435A IS REFERRED TO AS A 'THROUGH CURB INLET" ON THE PLAN.
MODEL 50503A IS REFERRED TO AS A 'ROLLED GRATE INLET" IN THE PLAN.
E. ALL TYPE 11 CATCH BASIN MANHOLES. INLET, AND CATCH BASINS SHALL HAVE LOCKING LIDS.
F. STANDARD LADDER STEPS SHALL BE PROVIDED IN ALL CATCH BASINS AND MANHOLES EXCEEDING 5 FEET
IN DEPTH.
3. STORM WATER RETENTION/DETENTION FACILITIES, STORM DRA14AGE PIPES AND CATCH BASINS SHALL BE
FLUSHED AND CLEANED PRIOR TO CITY ACCEPTANCE.
4. LOCATIONS OF EXISTING UTILITIES AND IMPROVEMENTS SHOWN ARE APPROXIMATE ONLY AND IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT LOCATIONS OF ALL UTILITIES AND
IMPROVEMENTS TO AVOID DAMAGE OR DISTURBANCE.
5. FOR AID IN UTILITY LOCATION CALL 1-800-424-5555 PRIOR TO CONSTRUCTION.
SEWER GENERAL NOTES
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE NTH THE EDMONDS STANDARD DETAILS, SECTION 6.
UTILITY LOCATES:
PRE -CON:
2. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION.
SURVEYING:
3. PRIOR TO CONSTRUCTING ANY SEWER MAINS, THE STREET CENTERLINES OF THE DEVELOPMENT, CENTER OF
CUL-DE-SACS, ALL SEWER LINE EASEMENTS AND ALL LOT CORNERS SHALL BE STAKED.
4. HORIZONTAL CONTROL DATA SHALL BE NAD '83/'91. VERTICAL CONTROL SHALL BE NAVD-88 DATUM.
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5. AT THE CONCLUSION OF CONSTRUCTION, THE DEVELOPER'S REGISTERED PROFESSIONAL SURVEYOR SHALL
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PREPARE A DRAWING BASED ON THE SURVEYED LOCATION OF ALL AT -GRADE APPURTENANCES INSTALLED,
INCLUDING BUT NOT LIMITED TO, LOCATION OF EXISTING MANHOLES INCLUDING RIM & ALL INVERT ELEVATIONS
AND NEW MANHOLE LOCATIONS INCLUDING RIM & ALL INVERT ELEVATIONS. THE DRAWING SHALL BE PROVIDED
TO THE CITY IN AUTOCAD FORMAT, R 2000 OR NEWER. IN ADDMON, ALL SEWER EASEMENTS SHALL BE
STAKED AND FLAGGED AT THEIR INTERSECTION NTH PROPERTY LINES AND AT 25 FOOT STATIONS ALONG THE
EASEMENT LINES.
CONSTRUCTION:
6. THE SEWER MAIN SHALL BE PLACED FIVE (5) FEET SOUTH OR WEST FROM THE CENTERLINE OF
ROADWAY.UNUESS OTHERWISE SHOWN ON THE PLAN.
7. A MINIMUM TEN (10) FOOT HORIZONTAL SEPARATION MUST BE MAINTAINED BETWEEN THE SANITARY SEWER
LINE AND THE WATER MAIN.
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8. AFTER TRENCH BACKFILL AND COMPACTION, PVC SANITARY SEWER MAINS SHALL BE TESTED FOR DEFLECTION
AS SPECIFIED IN SECTION 7-17.3(2)G OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTA-nONIS
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. TEST OBSERVATION AND
INSPECTION BY THE CITY INSPECTOR.
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9. WHENEVER
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SANITARY SEWER CROSSES BELOW A WATER MAIN, THE SEWER SHALL BE LAID AT SUCH AN
ELEVATION THAT THE TOP OF THE SEWER LINE IS AT LEAST EIGHTEEN (18) INCHES BELOW THE BOTTOM OF
THE WATER MAIN.
10. ALL MANHOLES SHALL HAVE A MINIMUM DROP OF ONE -TENTH (0.10) FOOT AND FIVE -TENTHS (0.50) FOOT
TON
MAXIMUM DROP BETWEEN INVERT IN AND INVERT OUT.
11. MANHOLES IN THE PUBLIC RIGHT-OF-WAY SHALL BE A MINIMUM OF EIGHT (8) FEET IN DEPTH OR PER
APPROVED PLANS.
12. MANHOLES
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NOT IN PAVED PUBLIC RIGHT-OF-WAY TO HAVE LOCKING LIDS AND ALL FRAMES SHALL BE
LOCKING TYPE PER THE STANDARD DETAILS.
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13. FOR PIPE SLOPES GREATER THAN 207 , RESTRAINED -JOINT DUCTILE IRON PIPE SHALL BE USED FOR EVERY
JOINT.
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14. SIDE SEWER STUBS SHALL HAVE A MINIMUM OF TWO (2) PERCENT SLOPE AND MAXIMUM OF FORTY-FIVE (45)
DEGREE SLOPE. STUBS SHALL 6"MINIMUM
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BE DIAMETER. FOR ALL STUBS LESS THAN, EIGHT (8) FEET IN DEPTH
INSTALL A THREE (3) INCH WIDE GREEN METALLIC DETECTOR TAPE 12"ABOVE THE PIPE, THE ENTIRE LENGTH
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OF THE STUB CONTINUING UP THE 2X4 SIDE SEWER MARKER POST. IDENTIFICATION ON THE TAPE SHALL
INCLUDE THE WORDS 'SANITARY SEWER".
MATERIALS:
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15. SANITARY SEWER PIPE LESS THAN EIGHTEEN (18) FEET IN DEPTH AND LESS THAN 20% SLOPE SHALL BE PVC
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CONFORMING TO ASTM D-3034, SDR -35 AND SHALL BE BEDDED WITH CLEAN, GRANULAR MANUFACTURED PEA
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GRAVEL FROM 4"UNDER TO 6"OVER THE PIPE. SANITARY SEWER PIPE EIGHTEEN (18) FEET DEEP AND
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GREATER, OR ON A SLOPE OF 20% OR MORE, SHALL BE DUCTILE -IRON MINIMUM THICKNESS CLASS 52,
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CEMENT -MORTAR LINED AND TYTON JOINT. ALL DUCTILE -IRON PIPE MUST MEET THE REQUIREMENTS OF AWWA
C-151.
16. HIGH -DENSITY POLYETHYLENE (HOPE) SHALL BE SDR-11 MINIMUM.
UTILITY GENERAL NOTES
PURSUANT TO EDMONDS COMMUNITY DEVELOPMENT CODE (ECDC) 18.00.040, CITY OF EDMONDS CONSTRUCTION
STANDARD DETAILS AND SPECIFICATIONS, HEREINAFTER REFERRED TO AS -EDMONDS STANDARD DETAILS-,
SHALL APPLY WHENEVER ANY PUBLIC OR PRIVATE WORK IS PERFORMED WITHIN THE CITY OF EDMONDS,
INCLUDING WORK PERFORMED BY PRIVATE PARTIES AT THEIR OWN EXPENSE. CITY CAPITAL IMPROVEMENT
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PROJECTS WILL BE REQUIRED TO MEET ALL THE CONDITIONS V41THIN THESE STANDARDS UNLESS THE CITY
ENGINEER APPROVES AN EXCEPTION FROM THE DESIGN STANDARD IN EFFECT AT THE 11ME OF CONSTRUCTION.
EXCEPT WHERE THESE EDMONDS STANDARDS DETAILS PROVIDE OTHERMSE, DESIGN, CONSTRUCTION. AND
MATERIALS SHALL CONFORM TO THE APPROPRIATE STANDARDS OF THE MOST CURRENT EDITON OF THE
FOLLOWING PUBLICATIONS PRODUCED SEPARATELY BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION
(WSDOT) OR JOINTLY BY WSDOT AND WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS
ASSOCIATION (APWA).
WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, HEREINAFTER
-WSDOT/APWA
REFERRED TO AS STANDARD SPECIFICATIONS-.
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WSDOT/APWA STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, HEREINAFTER
-WSDOT/APWA
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REFERRED TO AS STANDARD PLANS-.
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UTILITY LOCATES:
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1. THE APPROXIMATE LOCATIONS OF EXISTING UTLITES ARE SHOWN ON PLANS AND PROFILES FOR CONVENIENCE.
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERinCATION.OF UTILITY LOCATIONS SHOWN AND FOR
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DISCOVERY OF POSSIBLE ADDMONAL UTILITIES NOT SHOWN ON PLANS.
2
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE LOCATED, BY APPROPRIATE UTILITY CITYS OR
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COMPANIES. ALL UNDERGROUND LITLITIES PRIOR TO BEGINNING CONSTRUCTION.
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3. FOR UTIUTY LOCATES, CALL 1-800-424-5555 PRIOR TO DIGGING.
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PERMITS:
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4. THE DEVELOPER IS RESPONSIBLE FOR OBTAINING ALL REGULATORY PERMITS INCWDING WORK WITHIN THE
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RIGHT-OF-WAY.
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5. ALL WORK IN RIGHTS -OF -WAY SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERMITTING
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C'4
AGENCY CITY OF EDMONDS AND WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT). V]
FEB 2 5 2020
SuiLDION11 ollillIql1hMan
CITY 011 EDMONDS
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE .?slt��\-2_0 ,
BY: I Qv I CO.02-2
CITYB"TRING-Dl\ "I
PERMIT #BLD 20190887
PORTION OF THE SW 114, NE 114, SEC. 29, TWIP 27 N., RGE. 4 E., W.M.
IE=344.32 CTR CHAN EL
7' PL 3.98' E OF. PROP. LOR. --- CIN N, W. OUT
r
0.3' CO
1.4'S X �GAE OF
HOUSE HOUSE 5'�711�11 FENCPEZ.--@�
P a,
R 1. 7' CHAINUNK FENCE
PLAT O�- 6 1,;'� 'I -
E OF �UBD.
=��NBR06 325!3
3
ND 1-1/2' IRON PIPE
--27-05
AT CORNER. 10 NOTE: HELD PLAT IN 7S
N89v6 It AREA, OVERLAPS S ALL CURBS EXTRUDED
i.
IW;OD� Ex Cs TYPE 2 w UNLESS OTHERWISE NOTED
'Hp FENCE 5' CHNNUNK F4E-----
01
�E=351.78 VFUDCWE SIN
PROTECT EXIII G TREE 5' CHL4JN I FENCE d" E=3?9,88 30" CMP E
X 0�2'W LIN
, '. g
SHED 0 PRO R.
L
PAR. A
E=349,12 30"CMP NW
8 ASPHALT I
IE-349.01 WCMP S
PROTE( EXISTING TREE EX CO TYPE 2 4
1 9 3VCM W Ft=349.43
SAWCUT RE I MOVE EXIST11 30i 1.
ASPHALT AS NEEDED �6ii NGE- CHAIN
UTIUTY IMPROVEMENTMS r EXISTING CU P\A R. B
CATCH BASIN
"P. 1ALT
4- CHAINA/K I
PROTECT EXISTING BUILDING
SAWCUT TO REM'OVEJ BUILDING 8
EX GB TYPE 1 EXISTING ASP ALT
TOP=378 41 IE=374.57
8'RCP E SIGN
EXI EXISTING BUILDING
IE�63?4.0 8- REMOVE ST! G v
n
U REMOVE El 11
REMAW LIN �POLE, G RTENANCES1 TOP--351.81
ITIM 2. GR0WEL IE=342-M CTIR CHANNEL.
AN6 0
GAS LINE WIRES AND OHP AND ASSOCIATED APPU
U CB TYPE 2 48" MN / / +tc NG k'. N' OUT S)
TOP-378.0 IE= 73.22 HORIZONTAL LOC,
8-RCP E IE�=372 22 EX CB TYPE 2 54'
S'Rep W OF CUEANOUT(Tyl TOP 353.91
I 'KP S'E="' .76 2 1 1 3 TOP INSIDE CB=353�44M
L 1--A -352.61
12.RCP N R. C TOP OF 12.CMP ST) FIE
IE=3 65,15 BUILDING PROTECT EXISTING STORM BOTTOM 12?CMP STANDPIPE=m6.61
& SEWER LINES 11=346.50 30*CMP W
PROTEC7 EXISTING x
"'16
;E=3 .43 30'CMP N
8 a 1 1§1 - - - a-� 48-45 121CMP SW
IE=34�1.35
TOP
REMOVE )STING
37.10 BASIN ,
PROIECI EASTING
6 a PROTECT EXISTIN )LE & OHP
TOP=3%8
r I I . , IE=348,25 12'hD5 NIN
D
D 1 2'
R '1'1P
P '=.W.
AT CO] 1 "5
CHAIN E IS/
S. OF OR..
4-
'1g. a
-��-6'-EFIAINLRJK FE
[T
Na9 . ovww 366.3f
PROTECT EXISTING BUIgE�\
JPR
'KrT� PRGP COR
EXISTING TREE
PROTECT -1-0 TREE11
FRUTLCI EXISTING TREEI
0.58' SHORT PLAT
TO N. LINE S. 100�
N, 30V AS MEAS.
ALONG W LINE
EX CO TYPE I
ASPHALT
TOP=347
E=345.8" 2RCP W
IE=345.81 12"RCP E
EX PE 2 48"
S-837TOY25
EX Co WE I
]E=Z50.98 12*RCP E
2+00
yop
T=363.81 12"RCP
- - - - - - - - - - - - -
- -
- - - --- - -
N89*06,30,w 90.54!
19REAlVER 19�
20' EASEMENT FOR INGRESS,
EGR SS AND UTILITY PER SP
E
DEMOLITION NOTES:
RECORDED UNDER AFN
THE CONTRACTOR SHALL REVIEW ALL RELEVANT RECORD (ASBUILT) PLANS AND PROVIDE UTILITY
LOCATES TO VERIFY UTILITY LOCATIONS SHOWN ARE ACCURATE AND TRUE. POTHOLE TO VERIFY
UTILITY LOCATION AND DEPTH PRIOR TO CONSTRUCTION WHERE SHOWN.
THE CONTRACTOR SHALL FULLY REMOVE ALL UTILITIES LOCATED UNDER PROPOSED BUILDINGS
OR WITHIN A 1:1 BEARING ZONE OF FOOTINGS (UTILITY ABANDONMENT NOT PERMITTED UNDER
BUILDINGS).
THE CONTRACTOR SHALL OBTAIN RIGHT-OF-WAY USE PERMITS FOR WORK OCCURRING IN THE
RIGHT-OF-WAY, INCLUDING NECESSARY TRAFFIC CONTROL. INCLUDE TEMPORARY PLATES AND
TEMPORARY PATCHING FOR PAVEMENT AS NEEDED FOR ANTICIPATED SEQUENCING.
PROTECT EXISTING MAZDA STORAGE BUILDING AND MAINTAIN WORKING SALES AREA. THE SITE
WILL REMAIN PARTIALLY OCCUPIED FOR PORTIONS OF THE SITE THAT CAN REMAIN OCCUPIED
DURING CONSTRUCTION. COORDINATE WITH OWNER.
EXISTING PAVEMENT SHOWN TO BE REMOVED SHOULD BE LEFF IN PLACE AS LONG AS
PRACTICAL TO PROVIDE EROSION PROTECTION.
PAVEMENT SHALL BE REMOVED BY MAKING NEAT, CLEAN, VERTICAL SAWCUTS AT EDGE OF
REMOVED SURFACE SO PAVEMENT PATCHING CAN BE COMPLETED.
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A ��l -IJ -122
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M
x 3:
0
m
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LEGEND qo
EXISTING CONCRETE WALKWAY
TO BE REMOVED
EXISTING ASPHALT PAVEMENT
TO BE REMOVED
EXISTING UNDERGROUND
UTILITY TO BE REMOVED W
TOP-348.7 z
IE-344.36 12"DI REMOVE/RELOCATE OVERHEAD W
UTILITY (CONTRACTOR TO (D z
COORDINATE W/ PURVEYOR)
EX SSMH w
TOP=346.9 REMOVE CATCH BASIN/FIRE L) o
IE-3348174 CTR CHANNEL > z
� 43 89 MOP N HYDRANT/TRANSFORMER/UTILITY
( 66
IN N' ITS)
EX SSMH
POLE (CONTRACTOR TO
COORDINATE W1 PURVEYOR)
-
0�
LIJ C)
0
-
TOP=346.78
]E=338.57 CTR CHANNEL
REMOVE EXISTING CURB
(IN N. 0 UT S)
REMOVE EXISTING RETAINING WALL
0
TOP=W 40
)E=338.31 CTR CHANNEL
(IN N, OUT S)
C'4
REMOVE EXISTING -tEP
--7- C14
FEB 2 5,1020
E;U IL UJI 4G DEVAI 0 `�`qt"T
CjFyoFr Dij'ONO�
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(j)
CALLBEFORE
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
3io-zo
I
0 15 30 60
YOU D;G 811
DATE: -
- .
u
HORIZ.
Scale In Feet
UNDERGROUND SERVICE (USA)
BY: z
CITY E=NG DlVltpN
.00-2
I
F'I--KMI I iTbLU ZMUM
PORTION OF THE SW 1/4, NE 1/4, SEC. 29, TVVP 27 N., RGE. 4 E., W.M. a ' '
LEGEND
18077 OAIV X O.00'S EROSION CONTROL GENERAL NOTES
CLEARING LIMITS 1. THE TEMPORARY EROSION CONTROL SYSTEM SHALL BE INSTALLED PRIOR TO ALL
OTHER CONSTRUCTION.
FILTER FABRIC FENCE
(PER DETAIL ER-900 ON C1.10-2) 2. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF
�Yj_ -,
% CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL
MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN
INTERCEPTOR SWALE GATED ACCESS NOTES:
(PER DETAIL 6 ON C1.10-2) FOR THE DURATION OF THE PROJECT.
ANY ELECTRONIC GATES WILL COMPLY WITH SOUTH COUNTY FIRE 3. WHERE POSSIBLE NATURAL VEGETATION AND/OR EXISTING PAVEMENT WILL BE
PREVENTION STMDARDS FOR ENTRY. OTHER GATES SHALL HAVE MAINTAINED FOR SILT CONTROL AND HAUL ROADS.
N PIPE
CONSTRUCTION ENTRANCE ASP'HALT KNOX BOX OR LOCK PER FIRE PREVENTION SIANDARDS.
PINCHED 0.201RQ
(PER DETAIL ER-1901 UN UI.IU-Z) K 3-10-15 w x 0.08's 4. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION
CONTROL FACILITIES SHALL BE MAINTAINED AND/OR ALTERED AS REQUIRED BY THE
CHAINLINK FENCE ... RB w us
TREE PROTECTION FENCING CITY ENGINEER TO ENSURE CONTINUING EROSION/SEDIMENTATION CONTROL. z "o
37&6 SWAN'S ADDITION 0
-2) 54-00' 85.01' '01
(PER DETAIL 2 ON C1.10 FIND 1/2' REBAR W1 CAP 5. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE,
DOING. WALL VOL. 16. PG. 110
C TRDLP - V REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF 0�
CUT/FILL SLOPE W/ DIRECTIONAL ICRETE V6.77 A' CO. LV�= S
6" MOE 2' HIGH THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND
ot
)GD FENCE H�' . NOTE:
Z,LUI-L ARROWS CR, WALL CROSSES I. ACCESS To TE VEGETATION/LANDSCAPING IS ESTABLISHED.
OFNE PROP CCR.
13 t TORMWATER CONTROL FACILITIES SHALL BE
NOOD FENCE 7.2�S 7' CHAINILINK FENCE GROSSES 1. ACCESS TO EXISTNG FIRE HYDRANTS MUST BE MAINTAINED
AINUNK NCE PL 3.98' E OF PROP COR. 0 '1 . 12 .1 CHANNEL 6. TEMPORARY SEDIMENTATION AND S
TEMPORARY CONSTRUCTION FENCING 1.4,5 1 (IN N, W, OUT S)
X X 0. '�O."E OF 2. FNOCONSTRUCTION FENCING MAY BLOCK FIRE ACCESS TO THE EXISTING MAINTAINED IN A SATISFACTORY CONDITIONS UNTIL SUCH TIME THAT THE
(PER DETAIL 4, ON C1.10-2) BUILD
2" RER ILDING 10 CONSTRUCTION IS COMPLETED, PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL,
HOUSE 40� AND THE POTENTIAL FOR EROSION HAS PASSED. IF PERMANENT DRAINAGE FACILITIES
7' CHANUNK FMCE ARE UTILIZED TO CONVEY OR HOLD CONSTRUCTION RUNOFF THEY SHALL BE CLEANED
C LS 77 �11. F'1F PR.P.".1.
1% W IC1105 I
E'W"(� Ov
TEMP. CB SEDIMENT TRAP 'k; 11fv -A... PLAT 3' 0P N89*06'13"W 32583 PRIOR TO FINALIZING CONSTRUCTION.
,,10-27 05
(PER DETAIL ER-902 ON C1.10-2) 3 E OF/71'ID�'�,
M 7. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO
I ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE
IND 1-1/2' IRON PIPE
AT CORNER 10-27-05 NOTE, HELD ILAT,W 1pl�/SINE -01 LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT
1189;�2 �W' ��D 1/2- REEAR W/ CAP AREA, OVERLAPS U.
4
"GROUP 4 LS NO. 9 .07 FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM.
ALL CUR.S E.2TRUDED
5'WOOD WRIER 1-�l _T_
CHANUNK aE C. 2 48* UNLESS OTHERWISE NOTED M4,97
FENCE
- - - - - - - - - - - - - - - - - - - 8. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A
7 W MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM
4 - - - - - - - - - - - - - - d
:��m + CH41NUNK FEN EVENT.
).2-W OF PRop. z6R. U
F 0.3'W �14�ml �/ 11 "A' 9. ALL DIST RBED LAND AREAS THAT WILL BE LEFT FOR 30 DAYS OR MORE DURING .9,4
+ U
_0 AR. A EX CB TYPE 2 48' 01 THE PERIODS OF MARCH 1 TO MAY 15 AND AUGUST 15 TO OCTOBER 1 SHALL BE
COVERED WITH AN ACCEPTABLE EROSION CONTROL BMP GROUND COVER (PLASTIC,
ING, SODDING, ROCK, STRAW, ETC.) AND SHALL BE MAINTAINED THROUGHOUT
IASI[ALTJ 30 -1 SW
":C., I- LIFE OF THE PROJECT.
48"
W JE-349.40 10. THE PUBLIC RIGHT-OF-WAY SHALL BE KEPT CLEAN. SWEEP OR CLEAN SEDIMENT OR
SE DEBRIS FROM ROADWAY IMMEDIATELY.
"O.CMP
ASS �T
F �lNr s7RIPE 11. PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILITIES TO ENSURE
30f
PAIN7 SMIF4' SEDIMENT OR OTHER HAZARDOUS MATERIALS DO NOT ENTER THE CITY STORM
DRAINAGE SYSTEM, AS CONSTRUCTION PROGRESSES AND UNEXPOSED SEAS)N L
- - - - - - CONDITIONS DICTATE. MORE EROSION CONTROL FACILITIES MAY BE REQUIRED TO
-4rfl.69 ENSURE COMPLETE SILTATION CONTROL FOR THE FULL PERIOD OF CONSTRUCTION. IT
FOR CONSTRUCTION SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS
ANY NEW CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION ACTIVITIES AS MAY
IMAJNIAJN EXISHN( 'AUILDWS
j
M LOA'FLY BE NEEDED TO ENSURE COMPLIANCE.
w
7--- 5
ROAD THROUGH SITE) ASPHALT _F
12. CONSTRUCTION ACCESS VIA HIGHWAY 99 NOT PERMITTED. IF NEEDED, PROVIDE E
Is
al� OF PROP CORN 0 "S' EXISTING IVIAZD CONSTRUCTION ENTRANCE PER STANDARD DETAIL ER-901 AND COORDINATE WITH SITE 0
x CHAJNJMK FENCE INSPECTOR. 15
it 11 A a s
FIRE�AID ADDRESS SIGN SALES BLIILDIN�
REQUIRED. PROVIDE 2-WEEK '9 1 1 13. PROVIDE TEMPORARY SEDIMENT TRAPS FOR CATCH BASINS PER STANDARD DETAIL Fj �F 00
ER-902, FOR ALL FUNCTIONING DRAINAGE STRUCTURES WITHIN PROJECT LIMITS. -
MINIMUM NO'nCE TO PW SIGN V 'o
-0235 0
SHOP (425) 771 w
PRESERVE AND PROTECT EXISTING MAZDA e
BUILDING. THE CONTRACTOR SHALL '!S qN
CONSTRUCTION SEQUENCE NOTES
EXERCISE CAUTION AND PROMOTE A SAFE x
TEMPORARY CONTRACIDR� ./ - '/ 1 / I / 0
OFFICE (PORTABLE) SITE TO ALLOW WORK TO COMMENCE co
DURING OPEN BUSINESS HOURS SSMH SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT 0
TOP=351.8i 425-771-0220, EXT. 1326. TWO DAY (48 HR) NOTICE IS REQUIRED. NOTE
/* : A A
IE=342.39 CTR C14ANNEL PROJECT CESCL WAS NOT APPOINTED PRIOR TO PERMIT ISSUANCE; THEREFORE, THE
(IN K OUT S) CONTRACTOR SHALL PROVIDE CONTACT INFORMATION FOR THE CESCL IN CHARGE TO
TEMPORARY FENCING LOCATION AS pn 2 54' SCHEDULE THE PRE -CONSTRUCTION MEETING.
MAZDA SERVICE TO 3.91
7 CENTER NEEDED TO FINALIZE SITE IMPROVEMENTS PINSIDE CR=353.44 2. APPLY FOR A RIGHT-OF-WAY CONSTRUCTION PERMIT. PROVIDE TRAFFIC CONTROL
TO,
F= 358.60 (MAINTAIN PARKING FOR EXISTING MAZDA r OF 12"CMP STANDPIPE=3516I PLAN TO THE CITY A MINIMUM OF TWO WEEKS PRIOR TO PERMIT ISSUANCE.
TOCKPILE LOCATION, COVER BUILDING AS LONG AS PRACTICAL), CO BOITOM 12"CMP STANDPIPE=346.61
W/ PLASTIC SHEIETING PER lu COORDINATE W/ OWNER 1E=34&50 30"CMP W uj
3. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES & SWPPP. 9*
JE=346,43 30'CMP N O�
DEMILI, C11.10-2 IE=348.45 IeCMP SW .8 2_1
IE=340.35 12"ADS SE 4. CALL FOR UTILITY LOCATES. - SP
30"C P 1- 5. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING
FILTER FABRIC FENCING
PER DEIAIL ER-900 DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE.
01
WHEEL WASH PER ON SHEET CI.10-2
Mo
.10-2 6. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY
DIETAIL 3, SHEIET Cl 111 ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL
. ....... .. ... MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR
STABILIZED CONSTRUCTION7 I It CB PE 1 SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES
ENTRANCE PER STD. DWG. SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED.
PERMIT IS REQUIRED FOR ALL I IE=348.25 IVADS NW
ER-901 ON SHEET C1.10-21 TEMP.
1 OD( 'M 'RAP
WORK WITHIN THE CITY R;� L MAINTAIN EXISTING �L PER CE"P52"ERE1102 ON 7. DEMOLISH EXISTING STRUCTURES
ROAD AS NEEDED SHEET CI
so 8. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES.
00 CONSTRUCTION EXIT 9. USE PERMANENT DETENTION VAULT FOR STORAGE OF CONSTRUCTION RUNOFF.
10. CLEAR, GRUB & ROUGH GRADE SITE. RE -VEGETATE DISTURBED AREAS NOT SUBJECT CC >_
TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER W <
EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW).
GATE FOR ffllii� ONSTRU'CT"I( x . . . . . 3:
EXIT. WASH ALL VEHICLES PRIOR 11. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE z
TO LEAVING THE SITE TI?F 1 W
MP=348.49 IMPROVEMENTS. MAINTAIN EXISTING FRONTAGE FOR AS LONG AS PRACTICAL SO THAT
IE=314.74 12"ADS W NEW IMPROVEMENTS ARE NOT DAMAGED BY CONSTRUCTION. 0
+ c INK FE N 2' PRESERVE PROTECT EIISTIIG MAZDA 12. FURNISH UPDATED SURVEY OF UTILITY "ASBUILT" PLANS TO OWNER (DEVELOPER). Lu
MAINTAIN ACCESS TO TRASH BUILDING. THE CONTRACTOR SHALL DETAIN RUNOFF FROM SITE IN PERMANENT DErEuON 7AULT z
TTRE PRW�I FEN NG THEN DISCHARGE CLEAN STORMWATER TO THE PUBLIC STORM 0
0.4e' SHORT PLAT e '<
ENCLOSURE OR RELOCATE/ EXERCISE CAUTION AND PROMOTE A SAFE 13. CLEAN DETENTION VAULT OF ALL SEDIMENT AND CONSTRUCTION DEBRIS (REQUIRED
PER DErAJL 2 SHEET 1.10-2 1,. C K FEN CRO FACILITY. COORDINATE WITH TO N. LINE S� 100' SITE TO ALLOW WORK TO COMMENCE SYSTEM VIA D(ISTNG STORM SYSTEM UNTIL THE PERMANENT By CITY".
N. 3W AS MEAS. STORM SYSTEM IS ONLINE. ALL DISCHARGE SHALL MEET ILL _j
L 85,1' E. 0 P COR.. OWNER AND TRASH ALONG W. LINE DURING OPEN BUSINESS HOURS w MONITORING REQUIREMENTS OF THE SWPPP. CUT & CAP 14. SUBMIT UTILITY CLOSE-OUT DOCUMENTS TO CITY. -
COLLECTION COMPANY + W L)
EXISTING STORM LINE PRIOR TO PROJECT COMPLETION
15. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO RE -VEGETATION OF Cn <
ENTIRE SITE. CL U)
8,4' Lij
16. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION 0 ,
CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND C%j
APPROVAL BY CITY INSPECTOR.
EX CR TYPE I C%4
TOP-347.99 7
ILA' ASPHALT IE�345.81 12"RCP W
E=345,81 12"RCP E
0 GATE /EX GO T11E I FED 2 5 2023
.50 EX �11'Y.PE I TOP=346.79 �� '21 -
OP _sS OULI_JDV� WED Nt
EX GO TYPE 2 48* IE=350.98 12"RCP E [E=344,36 12-DI
TOP=370,2S - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SET G4 TACK & SHINER 5-4-05 APPROVED FOR CONSTRUCTION
IE=363.81 IVRCP N 357 4
% N89'06'3TW 90.54'- .0 ------ Ex SSIAH
TOP=346.94 CITY OF EDMONDS
IE=3M.74 CTR CHANNEL CALL BEFORE I I
IE=- .89 DROP N DATE: AL-13269
20' 1 SEM 1`011�IN�GRE (IN N, OUT S) 0 15 30
HORIZ.
�gT
..... C1.01-2
SS' 60
YOU DIG 811 BY:
Scale In Feet UNDERGROUND SERVICE (USA) I CITY E��IJERING DNCISIaN
PERMIT #BLD 20190887
PORTION OF THE SW 1/4, NE 1/4, SEC. 29, TWP 27 N., RGE. 4 E., W.M.
NUIn
SHALL MEET REQUIREMENTS OF BMP C233: SILT
17 CogSTRAN= EV!LTOMPRORUSHALL MANIMANOPINISURE PROPER
in to C= - GROW pf6
2. SILT FENCE 70 BE PLACED 06WNSLOPE OF'CONSTRULMON
1, REVISION DAM
FILTER FABRIC FENCE I JANUARY 2018
FILTRATION SYSTEMS 5 , , __
B110 WISANNAM-171,0151MI
hm ?wolwl
1. FENCING SHALL MEET REQUIREMENTS OF BMP C103: HIGH VISIBILITY FENCE.
2. A 4 FOOT HIGH TEMPORARY FENCE MUST BE PLACED AT THE DRIP LINE OF TREES PRIOR TO THE
COMMENCEMENT OF CLEARING OR EARTHWORK. NOTIFY THE CLEARING AND GRADING INSPECTOR TO GET
BOTH THE INSPECTION AND WRITTEN APPROVAL OF FLAGGED TREES AND TEMPORARY PROTECTION FENCING
AROUND TREES TO BE SAVED PER THE APPROVED CLEARING AND GRADING PLAN.
3. NO STOCKPILING OF MATERIAL AND NO VEHICULAR TRAFFIC ARE ALLOWED WITHIN THE LIMITS OF THE
TEMPORARY FENCING. FILLING, ENCAVATION, AND CLEARING MUST BE ACCOMPLISHED BY HAND METHODS
ONLY.
4. ROOTS OF TREES TO BE SAVED WHICH ARE DAMAGED DURING CONSTRUCTION MUST BE TREATED IN THE
FOLLOWING WAY., FOR DAMAGED ROOTS OVER I- IN DIAMETER, MAKE A CLEAN, STRAIGHT CUT TO REMOVE
THE DAMAGED POR11ON OF THE ROOT ALL EYPOSED ROOTS WILL BE TEMPORARILY COVERED WITH DAMP
BURLAP OR WOOD SHAVINGS TO PREVENT DRYING AND COVERED WITH EARTH AS SOON AS POSSIBLE.
5. SEE SHEET CLOD FOR LOCATION OF EXISTING TREES TO RECEIVE TEMPORARY FENCING.
6. SEE SPECIFICATIONS FOR PRUNING, WATERING AND OTHER MAINTENANCE REQUIREMENTS
2 TREE PROTECTION FENCING DETAIL
�� N.I.S.
ri. SHALL MEET REQUIREMENTS O�AW-C105- STABILIZED CONSTRUCTION
ENTRANCE/[
DETAIL NOTES
(D THE.MINIMUM LENGTH SMALL BE EXTENDED AS NECESBARI TPENSUNISMATERM IS HOT TRACKED OFF SITIE
AND/OR WTO THE PLIBLIC.RIOW-OF-WAY.
ATS DRIVEWAY RAMP AAII SITE ACCESS ROAD 1!V, WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH.
NaES,
* SURFACE WATER - ALL suArAbE WATER FLOWING OR DIVENTED.TOWARD CONSTRUCTON ENTRANCES SHALL BE PIPED
ACROSS THE ENTRANCE. IF piPNr is IMPRACTICA� A MOUNTABLE BERM WffH.5!1 SLOPES WILL BE PERMITTED.
* MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN�A CONDITION WHIC14 WILL PREVENT TRACKING OR FLOWING
OF SEDIMENT OFF SHE AND/Oit ONTO PUBLIC. RIGHI TIAIS MAY REQUIRE PERIODICTOP DRESSING WITH
ADDrTIONAL'QUARRY SPALLS As CONDITIONS bEkAND AND REPAR AND/OR CLEANOUT`dF.ANY- MEASURES USED TO
��SO,ILMI ALL SEDIMENT SPIL" -DROPPED, WASHED OR TRACKED OFF SITE ANIQ/00-po PUBLIC
,W MUSr BE REMOVED IMMEDIATELY.'
&WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO UEAVING:THE SITE. WHEN WASHING IS USED; IT SHALL
BE DONE ON AN 'AREA srlABILI2b WITH QUARRY SPAULS� AND, WHICH DRAINS INTD AN APPROVED SEDIMENT, TRAPPING
DEVICE.
CINSPECTION AND NEEDED MMNTENANCE-SR4LL SE,PROADED AFTER,EACH RAIN;
PROI
SIZE
MIN41ENCTH OF (IF),
QUARRY sp.
',< 1/4 AC
30
�<�!xACRE
50
< 3 ACRE
100.
3 ACRE
_10ff
A
k
.PROVIDE ATB OR ASPHALT
TRANSID N �� H E MONTAGE
ROAD IS,AN ARTERIAL.
LENGTH TO�BE DETERMINED
B.Y�CITY INSPECTOR.
CITY INSPECTION REQUIRED ON
I
ALL EROSION CONTROL. METHODS
BEFORE,OTHER WORK AN. BEGI
MINIMUM BOTTOM
DIMENSIONS
10'x5'x3'
11111101 DATE I
JANUARV2018
PLAN 'A
ow
SECTION
NOTES
1. SHALL MEET REQUIREMENTS OF BMP C106: WHEEL WASH.
2. INSTALL ADJACENT AND DOWN GRADIENT OF TEMPORARY CONSTRUCTION EXIT OR SINGLE FAMILY DRIVEWAY
AND AS CLOSE TO PAVED R.O.W. AS POSSIBLE.
3. MORE TRUCK TRAFFIC MAY REQUIRE A LARGER AREA.
4. SINGLE FAMILY DIMENSIONS MINIMUM 6 IFT x 3 Fr x 3 Er
5. REMOVE SEDIMENT AND DEBRIS FROM TRAP DAILY. PROVIDE CLEAN WATER AT THE BEGINNING OF EACH
WORK DAY. DISPOSE OF SEDIMENT AND DIRTY WATER IN ACCORDANCE WITH LOCAL RULES AND
REGULATIONS. DO NOT DISCHARGE DIRTY WATER TO THE PUBLIC STORM DRAIN SYSTEM.
r,3'� TRUCK WHEEL WASH DETAIL
"�j N.L�i.
GRATE
X FILTER SOCKHWITH
IVER FLOW CUES
NOTES,
L.CONTIRMUTOR/13EMbLOPER SKU MAINTAIN
:CTH61NSaA UCUCATION AT , DURING
T104 PLN,O,�, Tm
i, ANY SEDIMENT IN CATCH BASIN 1NSERT
SHALLBE REMOVED WHENJNSERT IS
Oii�--�NRD FULL:
..drTY INSPECTION REQUfRED,OI
11ROSION CONTROL MODS BEFORE
1� K, CAN BEGIN.
=ON 1�17
TEMPPRAR-Y I NY
CITY OF EDWON.DS I , I TR P
501MENt"' A
I BLIC �W.ORK$ STANDARD
-OOEPAKMENT
DETAIL
N ER-902
__� TEMPORARY CONSTRUCTION FENCE DETAIL
4
�� N.L�i.
TOE IN SHEETING IN L4X4'
TRENCH A MINIMUM OF 8'
SEFIBACK FROM TOP OF SLOPE. 10' MAX UNOFF TO
BACKI'LL WITH WASHED ROCK.
4' MIN. SETBA
JAPPROVED LOCATION.1
AFROM TOP OF
10' MIN
TERMINATE AT LEVEL AREIIL�- RN E ENERGY DISSIPATION
FOLD UNDER e AND STAPLE PAT TODE WHEN NEEDED
NOTES I AT 12' INTEWALS .1
1. SHALL MEET REQUIREMENTS OF BMP C123: PLASTIC COVERING
2. TIRES. SANDBAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SHEETING.
3. SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12' AND BE WEIGHTED OR TAPED.
4. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MIL.
5. DUE TO RAPID RUNOFF CAUSED BY PLASTIC SHEETING, THIS METHOD SHALL NOT BE USED
UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY CONCENTRATED RUNOFF.
6. IF EROSION AT THE TOE OF SLOPE IS LIKELY, A GRAVEL BERM, RIP -RAP, OR OTHER
SUITABLE PROTECTION SHALL BE INSTALLED AT THE TOE OF SLOPE IN ORDER TO REDUCE
THE VELOCITY OF RUNOFF.
PLASTIC SHEETING SLOPE PROTECTION DETAIL
N.T.S.
FED 2 5 262,1
BUILDING DF:illllilT�l71_;,4i
CITY OF EDI
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
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PORTION OF THE SW 1/4, NE 1/4, SEC. 29, TVVP 27 N., RGE. 4 E., W.M.
221
0W212'A2... Zp I E T SW_ 375.01 -0-
FND 1/2- RON W/ W
US
10077 O.08'W X 0.06'S ASP I -0'/FND 1-1/2" IRON PIP'
3-9-15 P I PINCHFD 0.2.0,w X Oma's
/ 3-10-15
A IV CINNUNK FENCE 4' CHAINLINK FENCE VERTICAL. CURB
-0 __T - - - - - - - WAN'S ADDITION
4.00, CONC, WALL 85.01' ,�V VOL. 16. PG. 110 END 1/2' REM W1 CAP
41 WIDE I IROUP 4 LS 110.9435�
CONCRETE 5' HIGH �-11 372., 6- NMC WALL AT CORNER 5-4-05
1101 6' WOOD FENCE DE 2' HiGH
fi! WOOD FENCE -7" CHNNUNK FENCE CROSSES IE=34432 CTR CHANNEL
� 2�S 11 NE'10ROP' CIDR
RAINU�
'R E b\ PL 3.98' E. OF PROP. COR. us 0
0. FV (IN N, OUT S) z
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EL
HALT PLAT' �IB`D
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D 1-11V IRON PIPE -A -
CORNER. 10-27-05 NOTE: HELD PLAT
FOUND R111R 11 3N.V
XTIZIUDID
CAP N89mu W D 1/2- REBAR W/ CAP AREA. OVERLAPS
AT CORNER 10- 27-05
GROUP 4 LS NO. 9435� ALL CURBS EXTRUDED
r"WOO-D-1 EX CB TYPE 2 48- UNLESS OTHERWISE NOTED
CORNER 5 4 0
100) tp P.
AIN K 1,14CE (1�4'S
41
11 EN IR 9R.
FtNCE CORNER0111 -1/4 AMENITY SP 'l-HIM.81
PO.4!N X O.2'E 0 - -F"kR. A A z
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PLA
3 P N
[E=349.01 30�CMP S
EX OB DPE 2 49"
7
W-7. C1.1P 11�IE=;Q 40 z
SITE 9 �D., P S
1 3O.?f .PHALD
P.4111r SNFI�Z_
A EPARATE R/W CONSTRUCTION
CROS
RMIT IS REQUIRED STRII
WORK WITHIN THE C R/W.
I --F- - I_ 1 1 5-
PARK NG STALL I 1�1
W V I I'll, 0 , Z11, " --- A
8' STRI ING Z
(1) ADA
K FENCE IS
4' CHAOJjZ 0.6 AN
X aft� OF PROP Cf) �,P
/ a
11�.� �:l (`� EXTRUDED CON IETE CURB
TALL LOADING DOCI , I
JA'ICESS TO LEVEL 2 '2.20-2 HYUNIIAI SALES Sc SERVICEI
IMPROVEMENTS UNDER /* 0
00
EX CB TYPE I I I 1 0)
TOP=378 ' 41 IE=374.57 I BP #BLD2 SIGN
8'RCP E ROLL -UP DOOR §,E
WIDE �WHFE ArCH EXISTING
'L.r TI 0, 1!
UK -* .
NEW MAZ zfn 0
DA r
SERVICE BUILDING _K1 TOP=351,81
FF=358.6 1E YWIU rAKKINU 1,��342Z9 CTR CHANNEL
EX CD TYPE 2 48� ... ZLL 12 FF=370.6 STALL STRIPING
EGEND
TOP=3 8.08 111=373.22
CP7 'E
8'R E IE=372 22
8.RCP + t77. GRADE INVENTORY STORAGE
�X CB TYPE 2 54'
3V 70 'A.
IrRCpW E-371j76 CONCRETE ACCESS, TOP 53.91
IE=37 .96 TO INS E C 53.44 PROPOSED CONCRETE PAVEMENT
I,VCP N EA SMOOTH AND FINISH RE -STRIPE PARKING TOP OF I 2"CM STANDPIPE=352.61
CRUSHED ROCK SURFACZ STALLS, SEE SHEET BOTTOM 12*CMP STANWIPE=M6.0
I - 8 1 i F C2.01-2 E=346,50 30"CMP W u <
a SEE SHE (TYP) 'CMP CL
E- 4643 30 N
...... PROPOSED ASPHALT PAVEMENT
-6 12-CMP SIN
:E=348'i
z IE�148,M 12*ADS
if -
TO r.7. PROPOSED GRAVEL
STORAGE IF TOP=354.64'
TYPE III
A
G A & 5 IMPORT TOP SOIL PER EMP T5.13
RO UP D 0 to* wt:
D I & HYDROSEED PER BMP C103
IrERSECTION 0 m
I LEGEND
N: 205.89
CB TYPE I
S2
CONCRETE BLOCK RETAINING 0268.28 E=348,25 12'ADS NW Of I_
WALL (DESIGNED BY OTHERS) SITE LIGHTING PER ELEC'L PLANS
Z= z
z
�2
VEHICLE & PLOIESIRM
GUARD RAILS, SEE SHEET 0 FENCE PER ARCHITECTURAL PLANS
C2.10-2 OIL STORAGE �M' LLA
v
ONTAGE IMPRO CONCRETE VERTICAL CURB
D UNDEF
171119 96 +
(2) A PARKING P`
C 1 AD
3b.01' "'S -
TO Q
�414XPI� 111AD� W ASPHALT MATCH LINE (PMATLCH
/ �? FLUSH TO EXISTING AS HA T) ct >_ Z
6'_GHXINU K FE 11-12'
METAL CAR WASH CANOPY <
R ENCUOSURIuT Lu
�U'P.
(DESIGNED BY OTHERS)
j - - - LANDSCAPE BUFFER LINE
INSTALLED UNDER
I- 1,14K I.. CRO ES //,�-
P R. BP #BLD20171119 rMAZDA A �E BUILDING z
S I
S L S
L
VIP
P 0
OV
PL 85.1' E. OF P R VE, E UNDER uj a: ry
ELP IS ' 'S
LD2 1 1119 PROPERTY LINE
0
81 Pt� - Ve. z .7- 1 - 7- �p
z
�2,
13' TYPE III DWD_SCAP_E__B_UFF_ER�
uj
MONTAGE IMPROVEMENTS C) Z
C2. I INSTALLED UNDER BP BUILDING GRIDLINES
IM, 14 # 20171119 SEE ARCHITECTURAL PLANS > IL <
__Pm� - - - ame - nr - - - - - - a.- of
371 N 10r-' T99 " I� . 1-1, � 1, UJ Q (D
ASPHALT IE=3 '.81 12 RCP W + 4' TYPE IV C/) < z
IE=34,5.81 12,RCP E NOTE
F
CAFE EX . TIRE 1 ALL EXISTING FAILING, DAMAGED OR NCIN-ADA COMPLIANT < >
--TO-P=34679 FRONTAGE IMPROVEMENTS SHALL BE REMOVED AND REPLACED
TGP=353.40 T S IE=.14436 12DI
11-0-TYPEL-I AS DIETERMINED BY THE CITY ENGINEERING INSPECTOR.
IE=350.98 12"RCP E _8 -SET 14 TACK & SHINER 5-4-05
EX OB TYPE 2 48*
15 370 �25 :1�
IE=363.81 InCP N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- --- -------- A SEPARATE R/W CONSTRUCTION PERMIT IS REQUIRED FOR ALL
8 Nagw,5vw 90.51v EX SSMH WORK WITHIN THE CITY R/W. _j
TOP=346.94 77, V I S r, 0, N
q IE-338.74 CTR C14ANNEL
IE=-3.89 DROP N
20 . EASEMENT FOR INGRESS, (IN N, OUT S) FEB 2 5 2020 uj
EGRESS AND UTILITY PER SP SSMH EUILDING DEPARTMEW
RECORDED UNDER AFN A. TOP-346.78 CITY OF EDMONDS >
7903130264 JE=338.57 CER CMNEL 0
(IN N, OUT S) APPROVED FOR CONSTRUCTION
' MH CITY OF EDMONDS
M'
TOP �4&41C
IE=�'. " , J) CALL BEFORE
=338.31 CTR CHANNEL DATE:
(IN N, OUT S) 0 15 30 60 YOU D;G 811 BY: C2.00-2
HORIZ. Scale In Feet UNDERGROUND SERVICE (USA) 17SION
FI=KIVII I ;FbLU ZU I W001
ASPH
__T81 _61
24- FIR
N89*0632"W
q0`4
r x T
381. 0-
FENCE
"b
FIR L6
R + 8A6
It
s
FIR 03
b ,
411,
FIR
LANDSCAPE PLAN 3' TYPE III
:R IMPROVEMENTS,
9
LANLY-IUWL
PATCH EXISTING ASPHALT
BUFFER �YP)
0. CROS
PER GU-410,
SHEET C2.02
EE
SEE SHEET C2.21-2
FOR ADA STRIPING
I/ REBAR WI.CAP & SIGNAGE, GRADE
UP 4 LS NO 9435
HER. 5-�-05 0 2% MAX SLOPE
E �T�
. ..... .
.
-4' CHAINLINK FEN Offs. BLOCK OUT STRIPING FOR
a, ACCESS TO INVENTORY
MATCH EXISTING GRADE STORAGE AREA 369.5;
FLUSH
ASPHALT/CONCRETE
TRANSITION
-bill
1 369.31
LI
PORTION OF THE SW 1/4, NE 1/4, SEC. 29, TWP 27 N., RGE. 4 E., W.M.
INV PL 9.05' S. OF PROP. CO
CAI' �1611 1�311'1347/7'/
OZ. 1 "00 7' CHNNUNK FENCE
PL 0)3' 1
ILI LW �25.13'
3 E 0 71.18D, -I. _
FN� 1-112- IRON PIPE ;IR 567,49 + 14 1 . . . . . .
AT CORNER. 10--27-05 FIR
IfsNOTE HELD PLAT IN TI;I S 0,
AREA, OVERLAPS SUBLY LINE
M 1/2- RUM W/ CAP
"'O'p E1411*
Al (WSONoi ED FIR 5' CHAINUNK 4E
EX CO TYPE 2 48'
THE CONTRACTOR SHALL NOT P=354.17
DISTURB ROOTS OVER 1"o. , b*,�
COORDINATE WALKWAY INSTALLATION 4�P
WITH ARBORIST TO PROTECT C INLINK FENCE IS OA'S IE=30.88 30" CMP E
SHE EXISTING TREES X V OF PROP. ODF.
70.1
18 CONCRETE EWaMAY
1b, I 11,�, SEE S ON E
HEMLOCK 7� VON SHEET
S PLANS. INSTALL , BO IST SUPERVISION LO �R.
ITE AMENITY S SEE ARCHITECTURAL
368,C 1AI 0.16,
TO PRRECT ADJACENT TREESICE E OF SUBD./
LOCK FF=367M ASPHD LT
EMLDCK I
SITE STAIRS
EM TOP STAIR EL=367.15
j SEOIJOI
BOTTOM STAIR EL=364.65 SEQUI A
(STAIR DESIGNED BY OTHERS)
ED ECOCK FND 1/2 - �/ -1 -\ 64.63
t 4
OUP LS NO 9435'
OR
ONCREFE REIAINING WALL IN \-PEDESTRIAN 1GRU`ARf)D1 53 9�
GUARD RAIL (DESIGNED BY OTHEF
041NT 51RIPI-
;E LANDSCAPE PLAN
OU R IMPROVEMENTS
-- -----------
FIRE RISER ROOM
FF ELEV= 360.06
FUZE` 27
1 FF=370.60 EEE
(4) RISERS AT �" TALL
U
URAL PLANS
SEE ARCHITECT R S
FOR STA
'AIR DETAJL 25" HIGH CONCRETE
LOADING DOCK
PROVIDE 24- WIDE THICKENED TOP EL=370.58
BOTTOM EL=36B,50
376M + WHEEL STOPS PER DETAIL k
4 ON SHEET C2.21-2 (TYP) ASPHALT EDGE TO::
REINFORCE FOR VEHICLE,,
TRAFFIC (ADD 2" THICK HMA) ......
-C SE '_4" THICK CONCRETE WALKWAY 4" WHITE STRIPED WALKWAY
-7-- ., SLOPED AT 2% MAX CROSS SLOPE
SEE DEWL 2, C2.21-2 FIR E..
37 .95
377.70�
+ 77.41'
NEW MAZDA
SERVICE BUILDING
FF= 358.60
CRUSHED SURFACING L2= 370.60
..........
A SEPARATE R/W CONSTRUCTION TOP COURSE OVER
PERMIT IS REQUIRED FOR ALL
I COMPACTED SUBGRADE
WORK WITHIN THE CITY R/W.
�x
BLEND SURFACE GRADING
AND ACHIEVE SMOOTH
TO NTCH EXISTING GRADE
376.10
CONTINUOUS SLOPE. VEHIICUE DIVENTOR) .: .......
STORAGE AREA
CLOSURE
-STORAGE EN
(SEE ARCH-L PLANS)
ROLL -UP IL STORAGE
D MRS ENCLOSU�E
OORS
(SEE ARCH L
PLANS)
o, -
�PiD iiU
N� ARD
VEHICLE
RAIL, SEE SEC11ON
ON SHEET C2 10 2
6' CHAJNUNK FEN61 IS A
1.3' S� OF PROP CORNER
6' CHAINLINK .CE CONCRETE BLOCK S LIG
REIAINING WALL SEE (BY OTH
+ tI,
10 3' TYPE III SHEET C2.22-2
WA� LANDSCAPE 66.00 C NCR VE
S FROM BUFFER (TYP) `81T21158.22 SEE DETAIL TR-521,
6' 0WILINK FENCE CROSSES ON SHEET C2.20-2
PL 85.1' F. OF PROP COR. J
4�
C�l
aTCH FLUSH TO
TOP OF C RB CONCRETE EXTRUDED CURB
SEE DEIAIL TR-522, rr
CliOSSWALK ON SHEET C2.20-2 77=-�14_1_,
STRIPING
SITE LIGHTING
(BY OTHERS)
�/11) CONC. --Ik+
�! 41%.4 358 4
28' An RA'
ob
4 WIUL WHITE PARKING
t STALL STRIPING (TYP)
ASPHALT PATCH FOR
STORM LINE
3 9
CONCRETE MUDED CURB
SEE DETAIL TR-522,
ON SHEET C2.20-2
MATCH EX GRADE
MAZDA SALES BUILDING
4� W11 IMPROVEMENTS UNDER
)E WHITE
N8) 6 W 6.32' BLOCKOUT STRIPING #BLD20171119
-METAL CARWASH CANOPY DUMPSTER ENCLOSURE
(DESIGNED BY OTHERS) (INSTALLED UNDER
I BP #BLD20171119
6' THICK CONCRETE SLAB N. 300' AS MEAS.
SEE DETAIL 2, C2.21-2
ALONG W. LINE N,
4
ON
HYUNDAI SALES & SERVICEI
IMPROVEMENTS UNDER
#BLD20190120
LEGEND
PROPOSED CONCRETE PAVEMENT
PROPOSED ASPHALT PAVEMENT
PROPOSED GRAVEL
IMPORT TOP SOIL PER BMP T5.13
& HYDROSEED PER BMP C103
(OR PER LANDSCAPE PLAN) 2
+
SITE LIGHTING PER ELEC'L PLANS
_x_
PEDESTRIAN FENCE PER
ARCHITECTURAL PLANS
13
GUARDRAIL
CONCRETE VEITTICAL CURB
ASPHALT MATCH LINE
(MATCH FLUSH TO EXISTING ASPHALT)
LANDSCAPE BUFFER LINE
PROPERTY LINE
CONSTRUCTION NOTES:
ALL EXISTING FAILING, DAMAGED OR NON-ADA COMPLIANT
FRONTAGE IMPROVEMENTS SHALL BE REMOVED AND
REPLACED AS DETERMINED BY THE CITY ENGINEERING
INSPECTOR.
A SEPARATE R/W CONSTRUCTION PERMIT IS REQUIRED FOR
ALL WORK WITHIN THE CITY R/W.
UTILITY PATCHES WITH LESS THAN 20-FEET OF SEPARATION
SHALL BE COMBINED AND FULL WIDTH OR HALF WIDTH
ROAD OVERLAY WILL BE REQUIRED DEPENDING ON EXTENT
OF DISTURBANCE. WHERE UTILITY PATCHES FALL ENTIRELY
WITHIN ONE TRAVEL LANE, THE OVERLAY SHALL EXTEND TO
THE CENTER LINE OF ROADWAY. WHERE UTILITY PATCHES
EXTEND INTO BOTH TRAVEL LANES THEN A FULL WIDTH
OVERLAY IS REQUIRED.
SEE SHEET C2.00-2 FOR SECTION CUT LOCATIONS
4d'
40
Scale In Feet
A
TOM
50
Lq
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< 31: In a
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Cirt OF M.MOND
04
CALL BEFORE
C1.4
>
YOU nTr- 811
Ljow
n
UNDERGROUND SERVICE (USA)
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
BY:
C2.01-21
PERMIT #BLD 2019088-/
PORTION OF THE SW 1/4, NE 1/4, SEC. 29, TWP 27 N., RGE. 4 E., W.M.
EXISTING
SE
(a:) SECTION A - NORTH FACE OF BUILDING
1, 1 �11-2 SCALE: 1"
SECTION C - EAST FACE OF BUILDING
SCALE: I"= 5'
1, 5. 1,
1.50% FL,�
T"
CONCRETE WALKWAY
SEE DETAIL 2, SHEET C2.21-2
/'E-"\ SECTION E
ll!� �1-1 SCALE: I' = 5'
URB
m
GRAI
R
EXISTING RETAININ
B SECTION B - WEST FACE OF BUILDING
�1-2 SCALE: I"= 5'
SEE'DE�AiCl, 'SHEET C2.21-2 btL ULIML Z, ZlHttl L;Z.Z]-Z
SECTION D - SOUTH FACE OF BUILDING
�-2 SCALE: 1" = 5'
CALL BEFORE
YOU Mr- 811
L-iw%-O
UNDERGROUND SERVICE (USA)
3' TYPE III
LANDSCAPE BUFFER
0
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TOM.
50
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CUR r'll
APPROVED FOR CONSTRUCTION
CITY OF EDMONE
BY:
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C2.10-21
PERMIT #BLD 20190887
PORTION OF THE SW 1/4, NE 1/4, SEC. 29, TWP 27 N., RGE. 4 E., W.M.
1/2'
4 a 6),
-7
14,
A
11ATEWL,
"AM
E E
,0'r
Hl=0R
SHALL COMPACTED
TO'95%: MAXIMUM DENSITY
(SEE NOTE 2)
1 —1. —
Aoti,
i., CITY 00 EDMONDS MODIFICATIONS TO DIVISION 01 TNE:,qURR
�BACKFILUNG REQUIREMENTS., �pff WSOOT STANDARD, SPECIF]Cqq��
SUBMIT PROOORoAND DENSITY TESTS FROM CEKhFIb;T bo
, ESTING MPANIES D000001INkTHAT THE RkKfUJ�
IMEETS A MINIMUM qf.�S!X�DEN.SrTY PERI�ASTM DAEE�
INiMUM �e�.OI!k,Mk OUSTING, WHIbHVWA IS GREATER. WHEN MATCHING EXISTING
OSBC DEPTH SHALL BE * M
CSSC D PTHI GREATER11164 6.,.THE
E 0, Cs�_skw- Be iksmmo -io� Mix PEE Eouk�tmllcKNESS UFrS NOT
EXCEEDING W�
4.: ROADWAY, HMA DEPTH 'SHALL BE A MINIMUM,& 4" THICK� UNLESS APPROVED BY THE�ENOINEER. ANY 1JEFOR
C
,GREqER,THAN 4- SHALL MATCH EXISTIN
A. = 2qMSHDEL -DEPTIR,GREATER:
AL7SNALL� HE A MINIMUM OF Z THICK, UNLESS APPROVED.BY THE ENGINEER, ANY
MAT H Extnl`1134
e.. UNLESS APPROVED BY THE 84GINEEF4 THE:" �SHALL BE. INSTALLED' IN MULTIPLE EQUAL THICKNESS LIM NOT -
EXCEEDING 2"�
7. FINAL PAVENIENT�JOINTS SHALL.BE NEARLY AND UNIFORMILY. SEALED WITHI'visno'STANhAm SPECIFICATIONS'
S-N.21(b)Q APPROVED�JO#!- 6— OR APPROVED:EQUA�
IC AL 44k AND.
Is
STANDARD
(NOT, TO Scollo
NOTE8:
fi, CITY INSPECTION1 REQUIRED ON FORM WORK �,Pftlpg To POUR�'
�Z: FORMS SHALL BETRUE TO. LINE. , AND GRADE AND.,SECURELY STAKEDi
E 'ED ADJACENT TO, ANY STRUCTURE
XPANSION JOINTS SHALL BE REAL
EXPANSION JOINTS SHALL EIE� EVERY 10- FEET.
EXPANSION JOINTS S"L HAVE 1/2' TO �5/8' WIDE PREMOLDED JOINT MILLER.
16, CONCRETE SHALL BE CLASS-3000.
�-2. FINISH SHALL. BE LIGHT BROOM,
zlk CURB SHAIL BE SPRAYED Arm CLEAR cuRING COMPOUND, OR SHALL. BE 6WERED AD KEPT MOIST FOW 12 HOURS.'
REM PANSION TO, EXPANSION. JOINT, UNLESS OfHIJRWISE
,6; REPLACEMENT OF ooNcRErE CURD SHALL BE FROM EX
01, , BY CITY ENGINEER.
jj�; A,-A�FTJAI IM60 ASPHALT SAWCUT, MAY. BE REQUIRED A'IDETEAMINED BY CITY ENGINEER.
Il,,,.OURB/GUTrER SHAUrHE 187 OR AS DIRECTED BY�CITY'ENGINEER,.
VZ�, ALL, VERTICkE -BQG
�W_ASIHALL BE, TACKED,
I REVI910N,CATE
CONCRETE CURB JANUARY "IS
AND GUTTER
OR
ORNEWAY APPROACH
2' MIN
I- REDAR
a 367 0.10.
ON,
2-1
lElAR
SECMON A -A
r5
�o Orc, SECT10N
A --A'
0k.TER ",.' toRED AS ONE UNIT. CRY usispwriow kwlgeo�
sk , ALL BE Liar smog. +
4GINEE#r 9RALL� WERMINE APPLICABLE COMMERCIAL-VIAE ENITRANDE Well ON'LOCATION AND MEW, SITE
IONS,
�Y, WjqTH9,,'TO -M-'541. DRIVEWAY WIDTH DOES NOT INCLUDEAtAINUSt.
.0e.,0014SISTIENT WIN CITY STD,PETAL
EPtH EXO Nn, LL
AXIII'ION� JOt � SHA BE PLACM, 0 A OF OPENING EXCEEDS 15%
MINIMUM 5-iff"TRANSITION PANEL BETWEDUDRIVENNitAND WHEN CONNECTING TO EXISTING SIDEWALK.
RqK 9W-91,011, SE.GRADZ�00,
I RLMS16N DATE:
DRIVEWAY APPR CH U imuARY,2ois
, TYPE IV III i = rr �-
HWA,4
,EXISTING,
ROLLED 6LIRS/GLOTER (SEE NOX '10)
(NOT TO SCALE)
VEITTICAL CURB' (SEE N0I fl)'
(NOTTO; S—)�
Ni6mii,
NOTES,
1. CITY NS I PEC11 I ON REQUIRED ON FORM WORK
2. FORMS SHALL BE TRUE TO LINE AND ORADIfloWNEOCUNELUT STAKED.
3: EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE.
4 EXPANSION JOINTS SHALL 13E EVERY 10 FEEr;
5. EXPANSION JOINTS SHALL RAVE 1/2" TO 5/8',�*E PREMOUDEU, JO suLm,
6. CONCRETE, SHALL BE CLASS 3000.
7 , FINISH SHALL BE LIGHT BROOM.
8. CURB SHALL BE SPRAYED WITH CLEM CURING CQ�POUND DR COVERED AND kEFT'MOtST Mji HOUR&
9. REMOVAL/REPLACEMENT OF CONCREM CUkB"SNALL.BE PROM EX , PAN51ON T6�EXPXNSIOk,.mIOIkr,' UNLiSS� 15THEIRlost
DIRECTED G
,0 FZ, 6U -tiAC AREAS AND TO REPAIR LIKE CURBING ONLY..AXO/ORAS APPR _ffY CITYENGINEE
L21' CITY EN INFER;
DE OVED R
11, FOR REPLACEMENT oF,ExisTuNd'vERncAL,CURI3ING ONLY AND/0 �� ALPI3R�M BY CITY ENGINEER:
2. A 2 FOOT MINIMUM ASPHALT SAMICLIT MAY. HE REQUIRED AS�DEI`IERMINED CITY ENGINEER.
1 3. ALL VERTICAL EDGES�'SHALL BE TACKED.
EVISION DATE:
ROLLED AND VERTICAL JANUARY 2016
CURBS I
I STANDARIJI
PARALLM;A PARWA B�
W I SIDUr PARALLEL CURD
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PE� CURB R MAP
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UiiE:WSDOT DEFAILS FOR HORIZO Of j, SUOP&, 0 . ETECT . ABLE
M1111.011M TR-53f FOR ALL.
WARNING SURFACE PLACEMENT, I. be
OTHER. SPECIFICAMONS.
SEE WSOIDT'DETECTABLE WARNING SURPNOVSTANDARu�PLAN F-45.10-02
FOR4ETECTABLE WARNING SURFACE INSTALLATION ON ALL RAMP TYPES
CITY OF EDMONDS
-CURB.-RAMPS
PUI�Ll OrWORKS
4a
APPROVED BY; R. ENGUSH
�SEOPE *'I
7
DRIVEWAY WIW" CURB RAMP =PE
1/2- Mmi
"MIA PAVEMENT
Cot7Z"M HE
NO k NEJOHT
I� NOT TO, BE USED IN RIGHT-OF-WAY qCEPT. 7P REFAIPAEKIETIRIG'.P.-TTRUDE) �PURS,?4-APPI19VED, W�, CITY, ENGINEER.
2. EPDXY $3 THE ONLY ATTACHMENT METINGO, JQ-,IEE USR FETWEEN iNMAI, AND, DED CLFEL�
3. CONCRETE SKALlL,SEAIR�P.U." EM W,,?W WSOCT STANDARD SPECIFICATIONS,
ED r- V
BEVISION IATE
...,;I
CONCRETE IA
UTRUDED dURR
STANDARD
DETAIL
7
YWW
O'�! RC.E
F ANI]f lWb-WAY LEFr-TURN CENrERUN
FOG LIN \-WHITE -
SEE NOTE 1
dl-�
11,1ROG UNE MiALL- BE WIN --GN THE RIGHT EDGE OF TRAVEL LANE-
�REVISION DATE
ROADWAY' RAVE AN Ry ,.
JANUARY� 2018
MARKINGS OGAL
S D,
STREET5 �'STANDAAQ
7
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
TOM
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BY:
C2.20-2
PORTION OF THE SW 1/4, NE 1/4, SEC. 29, TWP 27 N., RGE. 4 E., W.M.
'mmig'Im"i 4" THICK HMA CLASS
6* THICK CSTC
UNYIELDING SUBGRADE
OR COMPACTED STRUCTURAL
FILL
ASPHALT PAVEMENT SECTION
N.T.S.
3/8' TOOL JOINT 0 5' D.C. MAX.
EACH DIRECTION. EXPANSION JOINT
0 10' D.C. MAX. EACH DIRECTION
4' 3000 PSI CONCRETE (PEDESTRIAN)
6" 3000 PSI CONCRETE (VEHICLE LOADING
AREA, CARWASH SLAB)
4" CRUSHED SURFACING
TOP COARSE COMPACTED
95% PER ASTM D-1557
UNYIELDING SUBGRADE
OR COMPACTED
STRUCTURAL FILL
�2 CONCRETE PAVEMENT SECTION
N.T.S.
P�M_ENTVARKIN GSTENCIL
A
$te4oih� White, s6tro-raffeulve
L.,GENq' L
A7 7
I MINIMUM 128124131 1 mil
The pavement marldngMvncllAhaIlbeUSadtodeSj rate a
p-ridng -me rose—d for vehicleswith, Vp.,.It..
IBC CHAPTER 11 - FIGURE I
r3 '\ ADA PARVJNG STALL DETAILS
N.T.S.
ISC CHAPTER 11 - FIGURE 3
w
z
0
IOTF,
CONTRACTOR SHALL SALVAGE EXISTING WHEEL STOPS, EXAMINE
EXISTING WHEEL STOPS, AND REUSE ACCEPTABLE ITEMS.
CONCRETE WHEEL STOP
W/(l) NO. 4 BAR (EA. END)
APPLY EPDXY RESIN
EMBED DOWEL-\ TO CONTACT SURFACES
6" MIN. PAVING
SECTION
WHEEL STOP DETAIL
N.T.S.
&
TON
WA
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APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: _Ahll�z_o .
C2.21-2
BY: Cx_x �
__�
CITY ENG(NEIRTG�IVI"
VLKIVI I I ?Ft5LU ZU IWOO I
PORTION OF THE SW 1/4, NE 1/4, SEC. 29, TWP 27 N., RGE. 4 E., W.M.
NOTES:
1 . STRUCTURAL FILL SHALL BE PLACED IN I -FOOT THICK LIFTS
AND COMPACTED TO 95% MODIFIED PROCTOR (ASTM D
1557).
2. STRUCTURAL FILL SHALL MEET THE RECOMMENDATIONS
PRESENTED IN THE GEOTECHNICAL REPORT.
3. DRAIN GRAVEL SHALL MEET WSDOT STD SPEC. 9-03.12(4)
AND SHALL BE PLACED WITHIN AN ENVELOPE 1-FOOT THICK
(MINIMUM) BEHIND THE WALL.
4. GEOTEXTILE FABRIC, MIRAFI 14ON OR EQUIVALENT TO
SEPARATE FILL / NATIVE SOILS AND DRAIN GRAVEL.
5. SUBGRADE SHALL BE COMPACTED TO A FIRM AND
UNYIELDING CONDITION AS APPROVED BY THE
CONSTRUCTION MANAGER OR ENGINEER PRIOR TO
PLACEMENT OF WALL BEARING PAD.
6. PLACE 6 INCHES OF CRUSHED ROCK AND COMPACT TO
95% MODIFIED PROCTOR TO ESTABLISH WALL BATTER AND
PROVIDE UNIFORM WALL BEARING PAD.CIRLISHED ROCK
SHALL MEET SPECIFICATIONS FOR WSDOT 9-03.12(l) OR
FOUNDATION CLASS A MATERIAL.
7. DETAIL SHOWS WALL CONFIGURATION AT MAXIMUM WALL
HEIGHT. HEIGHT VARIES AND WILL BE PLACED TO
ELEVATIONS SHOWN ON GRADING PLAN TO MAINTAIN A 4-
TO 6- INCH FREEBOARD HEIGHT ABOVE PAD SURFACE.
8. INSTALL CONCRETE BLOCK RETAINING WALL WITH
GEOTECHNICAL SUPERVISION.
9. CONTRACTOR TO COORDINATE FIELD INSPECTION OF EXISTING
ONSITE CONCRETE BLOCKS FOR SALVAGE AND RE -USE (PER
GEOTECHNICAL APPROVAL.
10. UPPER 2 TO 3 FEET OF EXISTING FILLS FROM BLOCK WALL
SUBGRADE TO BE REMOVED AND REPLACED WITH
STRUCTURAL FILL COMPACTED TO 95% MODIFIED PROCTOR
(ASTM D 1557) PRIOR TO WALL CONSTRUCTION.
COORDINATE SUBGRADE PREPARATION WITH GEOTECH.
ASPHALT PAVEMENT SECTION,
SEE CIVIL PLANS
GRAVITY WALL DESIGN NOT PROVIDED BY CECIL &
ASSOCIATES. REFERENCE GOLDER DESIGN REPORT DATED
NOVEMBER 13, 201.8, TITLED GRAVITY WALL DESIGN, DOUG'S
LYNNWOOD MAZDA DEALERSHIP EXPANSION, EDMONDS,
WASHINGTON, FOR CALCULATIONS & ENGINEER STAMP.
q,
I' MIN. DRAIN GRAVEL
BEHIND WALL (NOTES 2 & 3)
O.T MIN. COMPACTED CRUSHED-/
RDCK LEVELING PAD (NOTE 6)
OVER EXCAVATE AND
REPLACE WITH STRUMRAL
FILL PER NOTE 10
CONCRETE BLOCK RETAINING WALL DETAIL
SCALE: N.T.S.
IDESIGN ASSUMES ,
VEHICLE LOADING AT
TOP OF RETAINING WAI 1,
PER PLANS,
C2.01-2
NOTES:
BLOCKS SHALL BE MADE OF CONCRETE WEIGHING 145 PSF, OR
GREATER AND SHALL BE KEYED TO BE INTERLOCKING, USE
ULTRABLOCK OR APPROVED EQUAL (GEOTECHNICAL APPROVAL
REQUIRED).
STANDARD CONCRETE BLOCK DETAIL
ll_� SCALE: NJ.&
�' � 1
:S 2 & 3)
GEOTDCnLE (NOTE 4)
NOTES:
1. DRAIN GRAVEL MATERIAL SHALL MEEr WSDOT STD SPEC. 9-03.12(4).
2. DRAJN PIPE SHALL CONFORM WITH D3034 SDR 35. THE SAME PRODUCT SHALL BE USED THROUGHOUT.
3. PERFORATED DRAIN PIPE SHALL HAVE A PERFORATION PATIERN CONFORMING WITH ASTM D2729, AND SHALL NOT INCLUDE
AN INTEGRATED FILTER FABRIC WRAP.
4. GEOTEXTILE FABRIC, MIRAR 14ON OR EQUIVALENT TO SEPARATE FILL / NATIVE SOILS AND DRAJN GRAVEL.
WALL DRAIN (FOOTING DRAIN) DETAIL
SCALE: N.T.S.
L Z
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FINAL GRADE
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BLOCKS ROTATED TO FINAL GRADE
INTERLOCK, COORDINATE
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WITH GEOTECH (TYP)
_j
FINAL GRADE FINAL GRADE FINAL GRADE
uJ C)
<
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75;
9'WALL(MAXIMUM) 6.5'WALL (MAXIMUM) 4'WALL (MAXIMUM)
(BASE WIDTH=F (BASE WIDTH=2.6-
FEB 2 5
ll.W WALL (MAXIMUM) (BASE WIDTH=7.5- TOP WIDTH=2.6)
(BASE WIDTH=7.6 TOPWIDTH=2.5') TOP WIDTH=2.&)
ELI; t �D D EPAR I E Ni
TOP WIDTH=2.5')
r4_� CONCRETE BLOCK PLACEMENT DIAGRAM
'\_� SCALE.- N.T.S.
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
FJLKMI I ;7t3LU ZU190bl
PORTION OF THE SW 1/4, NE 1/4, SEC. 29, TWP 27 N., RGE. 4 E., W.M.
GATED ACCESS NOTES4
37-01 1 FDC NOTES: -7
N89 '327W%43.8S A� 41 11�� _. I Q/ - \ FIRE LANE STANDARD
FDC SHALL HAVE 4' STORZ FITTINGS AND VERT1CAL ADDRESS PANTED ANY ELECTRONIC GATES WILL COMPLY WITH SOUTH COUNTY FIRE
DS FIRE LANES MUST:
A x 0.08 ON STAND PIPE PER SOUTH COUNTY FIRE DISTRICT PREVENTION STANDARDS FOR ENTRY. OTHER GATES SHALL HAVE KNUA
zl�
I' CHAINUNK FEN
VFRTICN, CURB
CHAINLINK FENCE UNOBSTRUCTED VERTICAL CLEARANCE OF 13 FEET, 6 INCHES. FIRE
-0 SWAN'S ADDITION LANES SHALL BE A MINIMUM 26 FEET WIDE IN THE IMMEDIATE VICINITY
_M VOL. 16. PG. 110 FND 1/2' REBAR VI/ CAP OF ANY BUILDING OVER 30 FEET IN HEIGHT ABOVE GRADE. FIRE LANES
WALL "NOU'
WIDE AT 101"Itf)T"
roNcRETE 85�* HIGH- 376.T7 Cowo. W�L SHALL BE LOCATED A MINIMUM 15 FEET AND A MAXIMUM 25 FEET FROM
0 WIM � fx3-smH THE BUILDING OR AS APPROVED BY THE FIRE MARSHAL.
8' CONG WALL CROSSES TOP=354.05 4'
60 ]E=34432 CIR CW14NEL
7.2'S OFNE PROP C/JR 7' CNANUNK FENCE CROSSES OUT S) 2. PR VIDE FIRE DEPARTMENT ACCESS TO WITHIN 150 FEET OF ANY
e WOOD FENCE ORTION OF AN UN -SPRINKLED BUILDING. IN BUILDINGS THAT PROVIDED
7 H.- PL 3,98' E. OF PROP- COR. 11,91, / �e
VE OF �RF NTH AN AUTOMATIC SPRINKLER, ACCESS MAY BE INCREASED, AT THE z
491 '§� - DISCRETION OF THE FIRE MARSHAL. 9 �
11 . HOUSE LINK FUNCF CRO`%�S S2
PL/05' 5 OF PROP COR 7' CNAINIUNK FENCE-," 1= k= I:=
3. P OVIDE FIRE DEPARTMENT ACCESS TO ALL ON -SITE FIRE HYDRANTS
'049% X 0.0-1 M89.06,13'W 325 83' AND FIRE DEPARTMENT CONNECTIONS (FDC) FOR SPRINKLER AND
0 PLAT 0. -
4 3 f OF STANDPIPES. A HYDRANT MUST BE LOCATED TO WITHIN 50 FEET OF A
ER
7 DO
FIRE DEPARTMENT CONNECTION (OR AS APPROVED BY THE FIRE
/2' [RON PIPE
ORNER. 10-27-05 MARSHAL) AND MUST NOT BLOCK FIRE ACCESS ROADS WHEN
/ LINE CONNECTED.
ND AREA, O\ERI
T- ATD I NOTE: HEW ALL CURBS EXPRUDED3"of
N 1/2' REaAR w/ CAP _XPS SUODY LINE
GROUP 4 LS NO. 9435" EX CB TYPE 2 48� UNLESS OTHERWISE NOTED
5'WOOD 1 5-4 5' CMNUNK FE�E----_ 4. HAVE ADEQUATE TURNING RADIUS TO ALLOW MANEUVERING OF FIRE
FENCE AT AP ARATUS: INSIDE RADIUS 25 FEET, OUTSIDE RADIUS 45 FEET.
-AROUND IF OVER 150
7114AMUNK FENCE dl�. E449.88 31Y GNP
+50.. lip IV OF PI 5 BE CIRCULATING OR HAVE AN APPROVED TURN
IP FEET LONG. HAVE GRADES OF NO MORE THAN 127L
AR. A
141E CO.- - _t4ws 1p EX OR TYPE 2 4e
GAN X 0.2'E IE-349.12 3o GNP NW 6. BE PAVED WITH ASPHALT OR APPROVED EQUIVALENT AND BE CAPABLE
kT 0.16' 11�311.11 1O"CMp S 0 SUPPORTING THE IMPOSED LOADS OF FIRE APPARATUS. 75,000 LBS
Kod f SUBD� GVW, 45,000 LBS POINT LOAD.
CS
4B'
9.41
0 30�CM IE=34940 7. BE MARKED WITH WORDS "FIRE LANE - NO PARKING". WORDS TO BE
PAINTED ON THE PAVEMENT INSIDE THE LANE. LETTERS TO BE A 7
a 30"CUP m MINIMUM OF 12- HIGH, 2" STROKE, YELLOW IN COLOR, AND G
ALTERNATELY SPACED EVERY 50 FEET.
EMERGENCY APPROXIMMATE RAINr S,7elFl
.......... 2 8. HAVE PERIMETER STRIPING/CURBING TO DELINEATE THE BOUNDARIES OF
ACCE� OF RISER ROO sp THE FIRE LANE. STRIPING TO BE A MINIMUM OF 4 INCHES WIDE, 6
ARCHITECTURAL . . . . . .
IV, ....... INCHES OFFSET FROM CURB OR EDGE OF PAVEMENT.
T
MAZDA SERVICE CENTER 9. WHEN APPROVED BY THE FIRE MARSHAL, SIGNS SHALL BE USED IN
ADDIT10N TO OR IN LIEU OF STRIPING. SIGNS, WHEN APPROVED, SHALL
LL t� V.: L��:
MEET THE FOLLOWING:
o. SITE: 18" HIGH x 12" WIDE (MIN.)
311�114 F� 19 b MOUNTING: BOTTOM OF SIGN 48" TO 60" ABOVE GRADE.
c, IN STANDARD (VULCAN %7-6-9, RAINBOW 01-527,
EMED TC 18816 OR APPROVED EQUIVALENT).
COLOR: RED LETTERING ON WHITE BACKGROUND
SPACING: 50' BETWEEN SIGNS OR AS REQUIRED BY FIRE MARSHAL.
10. FIRE LANES SHALL BE ESTABLISHED BY THESE REQUIREMENTS TO
4p�l W s
PROVIDE ACCESS TO BUILDING DURING CONSTRUCTION, ALTERATION OR
DEMOLITION.
�OE
a
11. EMERGENCY RESPONDER RADIO SYSTEM EVALUATION REQUIRED TO
wj 6 6
T
DETERM I
IS 7_11VIIII? CHANNEL INE THE NEED FOR A SYSTEM. RESULTS SHALL BE PROVIDED TO
+ (IN N, OUT S) THE FIRE MARSHALCS OFFICE. CONTRACTOR TO COORDINATE.
TIP
T C 2 54'
YF
w.,
TOP
TOP INSIDE CO-
353.44
TOP OF 12'CMP STANDPIPE=352.6
x
WDP
17T _N BOTTOM 12-CMP STAN (PE=346.61
F EW MAZDA 7
IE=346.50 30"CMP
31E SERVICE BUILDING
IE=346.43
+ +
0
IE 318 45
::v
LEGEND
CLI
To
ig 12 L [E
PROPERTY LINE
71
io FIRE a:
CENTERILINE mo R
Q IOP=350.89
IE=348.25 IrADS NW .832
FIRE HYDRANT a I -g
EASEMENT LINE
4.,
is le -6- fik FIRE HYDRANT z
ASPHALT PAVEMENT
EM CONCRETE z
6' CNAMUNK FENCE IS E-.--:: :-.I-.- I EMERGENCY VEHICLE ACCESS LANE
EX
s? tj 1 1 i qB TYPE I_
IS S� OF ROP CO
TOP=348.49
IE=344.74 12"ADS W "NO PARKING - FIRE LANE" MARKING
N K_ FE /89'0 6,307W 366.32 U)
LIN LLI w
0.56' SHORT PLAT FIRE HYD
0 To N. UNE S. 100' 0
XT MAZDA SA�LES]
PL BSA' E. OF PROP COR. ALONG W. UNE BUILDIN w 0
NK FENCE CROSSES FL 300' AS MEAS. F z
HOSE LENGTH IS LESS
THAN 150' FROM FIRE LANE w LIJ
(13+70+45= 128')
iej > EL 0
"01 EX OB TYPE I
'K TOP-347,!
IE= . �'912:�I�IP W LLJ C) ui
3458
�A0' ASPHALT [Ew345.8
I _r , I U)
GAIE X FES 2 5 ivl,) <
Ex CB TYPE I TOP=346.79 C1
IE=344.36 12"01
EDMON U
E 48' E SET G4 TACK & SHINER 5-4-05 C14 z
Lu30.8i I P N % - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I- N89-06-30-W 90.54- EX SSMH CALL BEFORE
le � 91RY,1A41Nr5A' 90,' 'ib IE=338 74 CTR CWNNEL (D
ip $E=343:89 DROP N
FIRE HYDRANT
(IN N, OUT S)
11 "1 CUT LIJ
20' EASEMENT FOR 11 EX MH UNDERGROUND SERVICE (USA)
TOP� .78
ED ESS AND UTILITY R SP 7-
YOU D;G 811
EE
14111
RECORDED UNDEMR A
]E=338 57 CTR CR44REL
7903130264 (114 N,"6UT S) LIJ
El SIMI APPROVED FOR CONSTRUCTION
TOP=30 40 CITY OF EDMONDS
IE=338.3; CTR CHANNEL DATE:
(IN N, 'OUT s)
1 0 15 30 60 BY:
I HORIZ. C2.30-2
Scale In Feet CITY ENGI�"GT)rV13qN
rEmw I 1+0LIJ /_u I Moo I
PORTION OF THE SW 1/4, NE 1/4, SEC. 29, TWP 27 N., RGE. 4 E., W.M.
N89*06'13"W 325.&
PLA1 0,05
Q, I ASPHALT MBRRRR
I ", 3 E OF ?UBD. STORM DRAINAGE NOTES
-1/2 FDC NOTE:
,CONSTRUCTION NOTE: ALL CATCH BASINS SHALL HAVE HERRINGBONE GRATE UNLESS SPECIFIED OTHERWISE PER
UTILITY PATCHES WITH LESS THAN 20-FEEr OF SEPARATION SHALL BE COMBINED AND FULL -'ORNER.ALL FDIC CONNECTIONS WILL BE A 4 INCH STORZ TYPE FITTING. THE UPRIGHT WSDOT STANDARD PLAN B-30.50-01, SEE EDMONDS STD. DETAIL SD-324.
24' FIR WIDTH OR HALF WIDTH ROAD OVERLAY WILL BE REQUIRED DEPENDING ON EXTENT OF PIPING WILL BE PAINTED RED AND LABELED WITH A MINIMUM OF FOUR INCH PLAT IN TH IS -15
VE LA WHITE NUMBERING DENOTING THE BUILDING ADDRESS.
DISTURBANCE. WHERE UTILITY PATCHES FALL ENTIRELY WITHIN ONE TRAVEL LANE, THE 0 R Y LAPS SUBV LINE SOLID LOCKING UD FOR CATCH BASIN TYPE 2 STRUCTURES SHALL BE PER WSDOT STANDARD
SHALL EXTEND TO THE CENTER UNE OF ROADWAY. WHERE UTILITY PATCHES EXTEND INTO BOTH B-30.70-03 AND COMPLY WITH CITY OF EDMONDS STANDARD E5.3
U TRAVEL LANES THEN A FULL WIDTH OVERLAY IS REQUIRED. "GROUP
11 E) FIR VCHANUNK FL SOLD LOCKING UD FOR CATCH BASIN TYPE I STRUCTURES SHALL BE PER WSOOT STANDARD
FENCE AT CORNER 5-4-
3 0- FIR B-30.20-02.
8"
LAMPHOLE COVER WITH I" HEXBOLTS MARKED "SDCO."
+369.88
41\ R + BA6 �HNNLNK FENCE IS 0.4-S CLEANOUTS REQUIRE 12
.2W OF rNw. WII SEE SHEET C3.10-2 FOR DRAINAGE PROFILES. SEE SHEET C3.11-2 FOR FIRE SERVICE
%
W
A SEPARATE R/W CONSTR JCTION +/ SHED 0. 3'W
7E., [� I 'v>0 1�� / , - i� 4, +355.81 PROFILE.
PERMIT IS R ALL
ALL
EQUIRED FO�U FIR HEMLOCK HE
WORK WITHIN THE CITY R/W. R/W STRUCTURES: ADJUST ALL RIMS TO FINAL GRADE WHERE ADJACENT PAVEMENT IS REPAIRED
bwMLO OR REPLACED.
9'l 368,05 367.99 PLAT 0.16' BMP T5.13 POST CONSTRUCTION SOIL QUALITY & DEPTH:
- C N K FENCE E OF SUBD./ ALL DISTURBED AREAS NOT RECEIVING GRAVEL OR PAVEMENT SHALL BE
MILOCK AMENDED PER BMP T5.13. (IMPORT TOPSOIL PER LANDSCAPE PLAN).
OCK
91, SEQUO1 ALL EXISTING CATCH BASINS AND MANHOLES TO REMAIN WITHIN THE PROJECT PAVING LIMITS
E LOW
4�S EM 42" FI
FIR 0 H ED SHALL BE REPLACED WITH SOLID LIDS PRIOR To FINAL APPROVAL
-HALOCK FIND 1/12" R W/ THE CONTRACTOR SHALL COORDINATE DOWNSPOUT (DS) LOCATIONS WITH ARCHITECTURAL PLANS
FIRE HYDRANT ASSEMB DOUBLE CHECK DETECTOR VALVE ASSEMBILYP-76.13
PER SID DETAIL WA-100, PER DErAJL WA-142A Im LF 4" PVC VAUL AND INSTALL PER DETAIL 1, SHEET C3.21-2.
& WA-142 R 5 4 0,
-2 DRAIN (CO R E s;'
L
LT
T f'B
WITH WIPING IEE P 30. SHEET C3.22 COORDIN=U DTEOPTHI 2z IE 041NT 57IF1,0Z'
8- 1.41
STD DETAIL WA-11 2 AND PIPE SLOPE
ON SHEET C"i 99-9
' r BLOC IMS'no
232± LF 2- WATER SERM%Eft 7 7i 1-6" 90' BEND-( SIDE SEWER NOTES:
FIRE SE Ix LF 6- SMD EXISTING 51DE SEWER SHALL BE TVD BY THE CITYS OPERATIONS DIVISION TO VERIFY
6" FIRE SE ICE tin 28
PER S9TD DETAIL WA- 84 CAP 204 LF 6 Of CL621 S=12.28% CONDITION FOR ITS REUSE. IF SIDE SEWER HAS DETERIORATED IT SHALL BE REPLACED.
WITH TAPPING TEE PER SERVICE) 355.92 CONTRACTOR TO COORDINATE WITH CITY OPERATIONS.
STD DETAIL WA-182 (FIRE 93' 77777=1
ON SHEET C3.2. THE BUILDING WILL CONTAIN AN INTERNAL CAR WASHING STATION. THE PLUMBING DESIGN SHALL
PROVIDE A FLOOR DRAIN AND OIL/WATER SEPARATOR FOR WASTE WATER PRIOR TO
DISCHARGING TO THE SIDE SEWER.
2- REDUCED PRESSURE
356.48
PER STD DETAIL WA 11 ASPHALT
ON SHEET C. I 11 LIF V 01 CL52 LEGEND
METER INSTALLED UNDER 1w (FIRE SERVICE)
CONNECT TO EX. BP #BLD20171119 +
SERVICE INSTALLED PIRE APPROXIMATE LOCAT0 STORM LINE
BP #BLD201 POTE 4170 OF RISER ROOM, SEE
)ER OUND POWER
R TO COORDINATE ARCHITECTURAL PLANS
WATER LINE
175 LF E" SO
S=2.06% SEWER LINE
(ROOF DRAIN LINE)
ROOF DRAIN
6" SEWER CONNECTION
(CONTRACTOR TO
POTENTIAL LOD COORDINATE) FOUNDATION DRAIN
SIDOO, (TYP) �3
.4 .(
TRANSFORMER, CONTRAclro�R
37u8 TO C
DORDINATE
74 LF 6" PVC; 0 CATCH BASIN TYPE 1
2% MIN. SLOPE
b,
INSTALL FOOTING DRMN - ' - - - i / _//1
SDCO
TYPE 2, 48- & 60'
.95 RECOMMI CAP END OF PIPE 1�1
377.70
0 3'E
PER GEOTECHNICAL CATCH BASIN
7 ITIONS
+ 7.4 SEE SHEET C3. IE= 368.00
!"11 2 jMAZ.A SERVICE E13UII
LEV FLOW ARROW
FOR TYPICAL DEIAIL
EL 1 LEV.
58.60
DS
UlY 11 FLOW[
Ld WATER QUALITY FACI
1 (2) POST INDICATOR VALVE
::D CB #7 CONTROL FACILITY INSTALLED
GAS SERVICE CONTRACTOR TO UNDER BP #BLD20171ilg
COORDINATE W/MECHANICAL
FIRE DEPARTMENT CONNECTION
Ex
"t' TOPCI3 ly
30"CM� E CB 101
6" WYE 0 STORM DRAIN CLEANOUT
EXISTING 6" SIDE SEWLK r
. . . . . . ..... ..... - - - - - - 85 LF 6' SO CONNECT TO EXISTING SEE DETAIL 5, SHEET C3.21-2
IE�3 CLEANOUT
6 SIDE SEWER
(ROOF DRAJN LINE
44 LF 6* PVC 0 00S DOWNSPOUT CONNECTION
S=1.00%
,DOWNSPOUT C -it rM 2% MIN. SLOPE
. . . . . . . . . . . .
, .: ::'%'.:'� ; ONNECTION 6" SEWER CONNECTION- 9 LF 6" PVC 0 -2
376.10 SEE DETAIL 1, SHEET C3.21
__O. 'E (TYP) (CONTRACTOR TO 2% MIN. SLOPE
POTHOLE TO VERIFY D PTH
6 FOOTING
t PROVIDE NEAR CONNECTION,
DRAIN C NNECTION PROVIDE VIDEO INS[
3ECTION
ECTION
OF LINE TO SHOW
COMPETENT FOR NEW
6* SO 15 LIF 6" SS INSTALL
82 LF SOLID -LOCKING LID
CB #3 : SERVICE
S=3.07% 2% MIN. S PE
ADJUST RIM TO
6" S 0
GRADE FLOW RESTRICTOR INSTALLED UNDE
OF SEgER CONNECT TO EX. CB ROUTED ZTER" BP #BUD20171119 THE CONTRACTO
. ... . IE=352.52 LII
AWN JALITY SHALL INSTALL PLUG IN INLET PIPE,
T PLANS FROM FACI
PUMP WATER OUT OF CONTROL
STRUCTURE, AND ENLARGE LOWER
C
INLET USE 41/64 SAE DRILL BIT TO 0
IV
STORM UN INSTALLED
PROVIDE 0.6406" DIAMETER ORIFICE
UNDER BP
15 LF 6" SS
z F,
Hal OF c45 sl VIL/WAILK SEPARATOR W/
Lk ML UU. IN:
7-1,
CLEAN (ROOF) RUNOFF
pu* " I � "f PUMP STAT10N INSTA
7 rWITH F' NAIL BYPASSES WATER QUAUffYj I UNDER BP #BLD2017
FLU'
CH
OLDITE 164�CPGS I
D f. W/'LUM J
FSILI'ING W/PLUMBING
C
D' IN
PER DETAIL 5 ON
#1
-SHEET C3.21-2
TAUB 131 LF 12' SO
W CI(S 46 LF TRENCH DRAJN- CONNECT TRENCH DRAIN
S=14.99% PER DETAIL 5 ON TO 6" SIDE SEWER
SHEET C3.21-2 E=357.04
VA 7E LGC4 GOV OF WA IER
AS-&#L T PLA95 FROV 0.58' SHORT PLAI
OF EDHONVS
GSSES TO N. LINE S. 100'
cle, q5
GO& N. 300' AS MEAS.
4p,
P4
ALONG W. LINE
c:
EX C13 TYPE 1 5,
2
IE=345.81 12 RCP W
TOP=347.99
3710 ASPHALT
STRUCTURE TABLE
STRUCTURE NAME
STRUCTURE DETAILS
RIM=358.93
CEI #1 TYPE I
IE [N=353.79 (12- W)
N: 9161. 14
IE IN=354.29 (6- N)
E., 1021
IE OUT=353.79 (12- E)
CB #2 TYPE 1
RIM=365.18
IE [N=359.68 (1 2' W)
N: 9163.78
IE IN=359.68 (12' N)
E: 10170.59
IE OUT=359.68 (12- E)
CB #3 TYPE 1
RIM=369.50
N: 9208.50
IE IN=365.00 (12* N)
E: 10179.27
IE OUT=365.00 (12' S)
CB #4 TYPE I
RIM=369.50
N: 9262.31
IE OUT=366.50 (12' S)
E: 10180.10
CB 15 TYPE I
RIM=372.57
N: 916&25
IE IN=369.10 (12- W)
E: 10087,77
IE OIJI (12' E)
C8 #6 TYPE 1
RIM=373.39
N: 9150.75
IE OUT=369.89 (12' E)
E: 10031.10
CB #7 TYPE 1
RIM=355.87
N: 9266.84
E IN=351.90 (12- N)
E: 10303.02
E OUT=351.90 (12" SE)
CS #8 TYPE 1
RIM=358.74
N: 9366.90
IE IN=355.,30 (e W)
E: 10305.11
E OUr=354.80 (12- S)
CB #100 EX. TYPE I
(INSTALLED UNDER
RIM=356.34
BUD20171119)
IE IN=353.25 (12' W)
N: 9187,75
IE OUT=353.25 (EX. 12' NE)
E: 10305.27
CB #101 EX. TYPE 1
RIM=354.49
(INSTALLED UNDER
IE IN=351.06 (12- NW)
8
IE [N=351.06 (EX, If SW)
N.�92204137.101019)
IE OUT=351.06 (DL IT 0
E: 10345.65
0
03
0
< E
: Lo a
4 1!
'a
u "a
W 0 s.
a CID
x 3:
o
m
;1 0
Lu z
_j
Lu
C)
> LL.
TOP=348.49 m - r_
POINT Of DISCHARGE FOR SITE 74 12'ADS W LLJ Q Z)
cf) < LLI
jco
U)
C,4
r 0
FEB 2 5 20M
to �o
Scale In Feet
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
L BEFORE /
7 DATE -;;m w A -20
)OOF 81 By: I �. C3.00-2
�RGR u D sERVICE (�SA) CITY "ER119G 9IN
F'LKMI I 4bLU 2UIVUbbt
PORTION OF THE SW 1/4, NE 1/4, SEC. 29, TVVP 27 N., RGE. 4 E., W.M.
380
375
370
365
360
355
350
3
370
365
360
355
EXISTING GAS X-ING
76TH AVE W
(POTHOLE TO VVERIFY)
. .. . . . . . . .
EXISTING GRADE AT
PIPE CEWRLINE
NEW MAZDA
....
SERVICE CENTER
p
....
........
(SOUTH FACE)
FF=358.60
p
2' MIN
COVER
. ......... ....
...
......... .....
..........
.... .. ......
.. ...
. .......
CB #6 TYPE 1
PROPOSED GRADE AT
W/ VANED GRATE
CB #5 TYPE I
a
PIPE CENTERLINE
RIM=373.39 (MATCH EX.)
:W/ HERRINGBONE GRATE
-
E OUT=369.89 (12" E)
:RIM=372.57 (MATCH EX.)
- - - -
- -
CARWASH AREA .
7\:
...........
....... ......... .........
.............
IE IN=369.10 (12- W)
.............
...
... .1.
.
TRE340H DRAIN
ADJUST RIM TO GRADE
:IE OUT=369.10 (lr E)
- - - - - --
RIM= 366.34
.......................
..........
... .... .
........... ......
..
..... .... .. .... .........
CB 2 TYPE 1
91 LIF I SO
W1 HERRINGBONE GRATE
e SS [E=356.62
:12' SD TOP=354.56
-PROVIDE FOOTING ............. ...
...... ..... SEE.BLD.201711.19....
350 .... ... FOR RM INFO.
q
p CB #1 "'E 1
I
CB #100 EX. TYPE 1
W/ 1EERRINGBONE GRATE
w p w RIM=358.93 (INSTALLED UNDER
.... ........ ..... ..... ...... BLD20171119) .......
345 IN=353.79 (12' W) RIM=356.34
N) IE IN=353.25 (12' W)
IE IN=354.29 (6
IE OUT=353.79 (12" E) NE)
IE OUT=353.25 (12
(CONNECT TO EXISTING C
9+80 10+00
w
w
-SLOPE TO BRAIN N
SLOPE TO DRAI
w . .......... ... .... PROPOSED GRADE, AT
.. ..... PIPE CENTERLINE
r ......
5.4 LF 12. so 4:;: q
..... . irs
EXISTING GRADE AT
PIPE CENTMNE
- - - - - - - - - - -
. ............ ... ...........
CB #4 TYPE 1
W/ HERRINGBONE GRATE
RIM=369.50 CB #3 TYPE 1
W/ HERRINGBONE GRATE
IE OUT=366.50 (12- S) RIM=369.50
IE IN=365.00 (12' N)
IE OUT=365.00 (12- S) ......
CB #2 TYPE 1
:W/ HERRINGBONE GRATE
RIM=365.18
IE IN=359.68 (12" W)
...... p IE IN=359.68 (1 2" N)
IE OLfr=359.68 (12
10+00 1 l+uu
STORMWATER - PROFILE 2
SCALE: H= 1 "=20'
V= 1 "=5'
380
375
370
365
360
355
350
J�
STORMWATER - PROFILE 1
SCALE: H= 1"=20'
V= 1 "=5'
370
365
360
355
350
345
340
375
370
365
360
355
350
345
M
40
100 LF 12 SO.
.....
- - - - - - - - - - -
............. ......
S-2.9ox
- ---------------
- 4 9 Ll' 1.2 �W
.........
....................
S�1,72X ....
T'P'
SEE BLD 2017111
a FOR STORM INFO.
W/ VANED G R E
R11=1111.714
IN=355.30 6 W)
CB #7 TYPE 1
w
�E
E our=354.80 (12" S)
W/ VANED GRATE
10
Ol X Typ I
1
T111.01SX-1
RIM=355.87
LEO611MDERE
IE IN=351.90 (10 N)
"D!O17 1 T)
IE OUr=351.90 (12* S
RIM 154.0
IN=351.06 (I - NW)
2.
...........
IIE
IE IN=351.06 (1 2 SW
p
q
IE OLfr=351.06 (12" E))
315 1
9+80 10+00
w
z
0
i
370
365
360
355
350
TOIN
604W
I
ONAL
In ;:
LLI
< E
u 3: 0 o
u
w (3
ul .0-..
1�
tnM03:
mzq:
0
m
0
W 0. ':'
-0
gi.
of >_
uj <
345
w
U)
ui
(-) (D
_j
w =
0-o
LL
0
340
> L-L
la�
Of
LJJ 0
<
ILL
Lij
�35
U)
_-e a-
(D
11+00 lltg
<
STORMWATER - PROFILE 3
C\l
(N
z
SCALE: H= 1"=20'
c\I
V= 1 "=5' F. I
FEB 2 5 2020
BWLDHNGO,D��RUWFMI
CrlY 0" EUM.0,1109
APPROVED FOR CONSTRUCTION
CALL BEFORE CITY OF EDMONDS
:�WAZP
DATE:
YOU D;rj 811 BY: ')<71� N Ikp �
U3.10-21
-
UNDERGROUND SERVICE (USA) GITYT GifTERM �V . TION
PERMIT #BLD 20190887
PORTION OF THE SW 1/4, NE 1/4, SEC. 29, TWP 27 N., RGE. 4 E., W.M.
39,
38
RELD
EXISTING GO
38
37
37
36
36
0+00
1+00
FIRE SERVICE PROFILE
SCALE: H= 1"=20'
V= 1 "=5'
2+00
390
385
380
375
370
365
360
1 355
3+00
TON
WA
50
1
ORAL
E
0
000
0 -ts
8
0
(L
W >-
Lu
z
Lu
0 (D
Lu F
go
>
J
Lu
(1) <
13-
FEB 2 5 --mij
<
I Nl_:-L-%:��,
d
04
CALL BEFORE
04
cq
YOU nTr- 811
UNDERGROUND SERVICE (USA)
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
w
—j
LL
0
w
EL
w
w
BY:
FJLKMI I ;PbLU ZUIUU661
PORTION OF THE SW 1/4, NE 1/4, SEC. 29, TWP 27 N., RGE. 4 E., W.M.
D OR RII
OT, C._
HANOHOOS; _j�_
_(2
SEE`COE�� DIM
DIA
ww
ir ov�
4&"� 54". 60* 12' , 0 .. R 11 1. *ErA, Ok- WOW
IE
ARE
iAPM_Ch4* DIM,
it POLYPROPYLENE
�EE N
MIN
MAX,
7
I. CATCH BASINS SHALL BE CONSPRIJID :IN ACCORPAN F116 A"m
2. HANDHOLDS IN ADJUSTMENT *` VjN ',ClL ALL
�M, gE STEPS: IN CA ww"
.RM
CLEARANCF�
�a, Appgji)&�SHR� GROUT TO -INSIDE ANUOUTSIDE,'Of,AUL 40INITS, PNGS, PIGK YPIUE.StiRISIERS, ANP�f fflAMP;:ALL,
PREC N SHALL Bt C '40".
)LE SIZE SHALL EQUAL Rl�,E OUTER. DtAMETER�PLUS �ATO" BASIN WALL THICKNE��.,M,
"' "' A��
FOR ' 72�'bk,44r`rOR:
X"OODIC -_'CLTT11oEq36t�' FOR 48� CATCH BASIN; A�r' 60 CIT,
e.�%JSIZE FOR 7
BETWEEN HOLES SHALL BE18' z ��6 � 54, AN AND be,',dg�
5� CATCH WIN FRAMES AND GRATES. OWCOV&SrSHALL BE IN AddQR0ANbr_WITH_ SEC: 7.b& & 1H1t,`,WSb0TTr� ST�
G.. STMAND LADDER MAY BE. USEb-IN:UEU OF POLYPROPYLENE SAFETYSTERS, SEE COESfD bTLGU-42`3,
REVIWN OATE
;1 . 'CATCH BASIN, TYPE 11 :MAY
, ITY OF EDMONDS ; -o,, - - , , �Z.018
C 48", 54" 6,;
PUBLIC WORKS 72", &"W �;�DARD
DEPAF�04MT DETAIL
APPROVED. Ik SD-300
rFOIJNDARY NAME 1/2'
LETTERS RECESSED�
TO BE FLUSH
THIS SIDE TO CURB PLEARANqi�
RAI
Ilk THICK THIS Afta
THICK THIS'ARE6.
BARS 1-3/8�`
--4 1—,-
\T
Sm 1/w X k fm
DIETAIL
BELOW BOTTOM MEN,
2 'x
�WZ
64115JIEW
-4/4-
:T
Ii ROUN6_A
EWPMCAL
TANGENT BETW5EN_//
TWO RAD)f
SLOT DETAIL OPTIONAL DESIGN FOR
� SEE NOTE 1 GRATE OPENINGS ENOS
NOTES:
1�1 SLOT FORMED AND RECESSED FOR 5/8"-11 NQ X 21, SOCKET HEAD (ALLEN HEAD) qqt.T�,,
2., GRATE SHALL, BE DUCTILE IRON.'
SHALL CONFORM TO SEC. 9-05.15 OF THE WSDOT STANDARD SPECIFICATION&
fUSE HERRINGBONE ORATE IN CURB LINE OF SAGS, AND SYMPS;
USE FRAME SHOWN IN STANDARD DETAIL.
REVISION.DATE
PARXJN.0�10T. 4ANUARY,2014
OCITY OF EDMONDS v
ORKS AN
PUBLIC W Sr_ , DAR Q
b ' T , ONE
PETAI L
e4, tl�5
APPFOO.' *4040
ElAILS
PIPE ALLOWANCES
PIPE MATERIAL
!Nsiot. DJAMETW,
REINFORCED OR
PLAIN CONrRETE,
ALL METAL PIPE
CPSSP.
27
WSDOT STDSPEC:�9�05;20)
SOUP WALL PVC'
Is,
(WSDOT STO SPED 9-451.12.1[l))
is-
PRO _WALL
W OT STgUE
sb SPEC 9-wwg!5,0(2)
��.RlRMUGAT& POLYETHYLENE,
SEW PIPE
NOTES,
RISER SECTION' j���13E CmSj�iili ACCORDANCE
D SPECO
ACCEPTABLE ALTERNATIVE TO REM. WELDED WIRE
FWIO HAVING 'A MIN . AREA OF 0.12 SQVARE.INCHES PER
r= MAY 13E USED..WELDED. WIRE FABRIC SHAIJ. COMPLY
g,'�ASTM A497 XtAAS 2211)� WIRE..EABR[C SHAUL.-MoT
40
PLACED IN
3. tpLY NON -SHRINK GROUl"TOANSIDIE AND,'QUI(SIOEi0�
OINTS� RINGS. RISER$ AND: FPMM
4�="a,8,0CKG%MAY BE, ON ALL*SIDES, wrrR,AAITv
NOCKOUTS MAY BE Mik ROUNW,"OR-
,5. THE �AX fRO
_ 4,.,*E FTN*EQ GRAPE Tq�'.
PIPE !Nvw is
.61. THE TAPER.� 014 THE, SIDES OF,THE. PRECAST BASE �SECTION
AND( RISER SECTION SHALL �NQT EXCEED 1/0,/M
7. CATCH MIN FRAME AND ORATE�,SKALL BE IN ACCORDANCE
WITH, StANDAROSPECIFICATION& MATING SURFACES SHALL
BE, nmisHm TO ASSURE NON�RGCKING FIT MTH MY
COVER POSITION.
B. VIRM-EDGE 017� RISER $HALL NOT BE� MORE THAN 2'
A VERTICAL EDGE OF CATCH BASIN WALL
I RFV1SJON �DATE
JANUARY �2018
4ATCH:,13ASIN, TYPE I
DETAIL
By� R.
NOTES-
'l. M�,13msu.m WIDTH Of TRENCH AT TOP.,OF PIPE
Fm PIPE, up To. AND INCLUDING 12" DIAMETER
q,* 1!LyS FOR PIPE LARGER THAN w NomiNAL DIAMETER
It
��S MODIFICATIONS TO DIVISION 9 OF WSOOT STANDARD SPECIFICATTONt FOR MAT Ak
INFORMAMON.
T ENc 0004,��' MEET A, MINIMUM �P� OF-959 DEN SITY PER ASTM D 1557.
q S REMOVE AND REPLACE AS REQUIRED
31 IS ENCOUNTERED
PONTRA70
TYPICAL TRENCH SECTION
REVISR)MADATE,
JANUARY-2010
�18* 24*,TM
1/0
OPENING, 1z /4
314?'x23�311V
(+ /32--o TYP)
25"
m
NOTES:
w
CEMENT CONCRETE,
CURB
' ENT,
EPTH VARIES
RISERS -
WIN
VERTICAL CUR
B <-1
1� DRILL AN FOR. AND MOVIDE, TWO LOOKING BOLTS 5/8-11, "G_STAJNUESS TYPE 304 STEEL SOCKET'HFJkD
(ALLEN N�r
) GOUTS`, V LONG.
FRAME MATERIAL IS CAST 19ON PER AMU AS CLASSz3O OR BETTER;
;L SET FRAME TO: GRADE: AND� CONSTRUCT ROAD AND GUTTER TO, BE- FLUSH WITH. FRAME
MATCH 0ENTRUNE OF�CATCH BASIN TO CURB LINE F09 TYPE I AND I-L
v& VANED GRATE SHALL BE INSTALLED ON CONTINUOUS ROAD sLOPE&, HEARINGSONE,40I SHALL BE, IWgUEOKAN,
ALL SAGS AN(� SUMPS.
bURBI AND GUTPEA AS �REOUIAED BY THE CITY ENGINEER.
REVISIM DATE
STANDARD JANUARY 2ola
FRAMt. INSTALLATION I
I STANDARD,
BY: R.
r.S�im, Mm
MH
. WC
ON
FAR,
, %TO
HAND
MH�STEP
WALL
SUPPORT
crepy I
5.5"
PREFAeRICATED I.Aljb�R..
NOTES:
I., LADDER, MAY BE INSTALLED, IN,,ALL
CATCH BASINS AND MANHOLES
WHEN DEM14 OF STRUCTURE'FROM
TOP OF FRAME.TO LOWEST
FLOWUNE: EXCEEDS FOVR(4) FEET.
2. DIMENSIONS FOR THE MIT LADDER
AND STEP ARE MINIM M
REQUIREMENTS ONLY,
3. STEPS AND K4NDHqLDS, SHALL,BE.
INSTALLED AT 1!-0, ON CENTER
SPACING. WHEN THE DISTANCE
FRO" THE HIGHEST STEP OR
HANDHOLD ATTHE TOP OF THE
MH FRAME EXCEEDS 1'-O� AND
ANOTHER STEP OR HANDHOLD
CANNOT 13C INSTALLED BECAUSE
OF THE LOCATION OF THE MIN
=EuS,HANDHOUD SHALL BE
A, BETWEEN THE TOP 2
LAYERS OF BRICK OR COLLAR,
j,IF BOTH,STEPS,AND LADDER ARE
REOUIRED INANY,ffRUCTURE.,
THEY ISHALL.BE FRO THE SAME
MANUFACTURER:
5. STEPS AND LADOER� SHALL BE
POLYPROPYLENE'AND, CONFORM, TO
ASTM D4101 W
A615 GRADE 607�WLr ASIM
REINFORCING BAR., LANE
F-l3938.,M.A.PS2-PF. OR EQUAL
6. FASTEN LADDER TO FLOOR AND
wALL SUPPORTS, WITH 1 -1/2" x
3-3/4" ANCHORS. ANCHORS TO
BE INSTALLED PER MANUFACTURER
RECOMMENDATIONS.
1, ROM16N r :DATE
J=UARY,ota
STEP AND LADDER DEr IL _
M DISTANCE 8 EiJk
1 0 W�PXI
REV RUBBEREAU
P_
,USCE. END'SPAdER
,��,OF 12" F
CASING
ONE SPACER SHALL BE, PLACED ON THE.SPIGOT,
END OF EACH SEGMENT: AT. THE LINE MARKING
THE LIMIT OF INSEFMO14 INTO THE BELL. WHEN
THE JOINT IS COMPLETE, THE SPACER SHALL EIE�
INCONTACT WIT14 THE BELL OF THE JOINT SO'
THAT HE SPACER PUSHES THE JOINT AND,
REU
_i�l. , COMPRESSION, WIT14IN THE JOINT,.
PIPE Wk&.�(MILL PIPE) OR DUCTILE kNiN.
RE RUBBER. SEAL
4�0112E (DUCTILE 104
CASING SRACER§ (,$EE APPROVED MATERIALS' UM
CARRIER PIPE DIAMETER 4� 67- 8" TO` ir
CASING DIAMETER (RUSH -ON
JOINT CARRIER PIPE) I r- 14" 16, 20*
CASING GtAM 1$- IS- '10, 22,
NT = (MJ/MEGALUG 147
JO ER PIPE)
-STEEL C41NO. THICKNESS 0,0k_ JOW, 0.25!1', 0.25' 0.25'
SPACER 13AND WIDTH a"
PLOT,) .- 0
_�E .11R N WHO
1. CASING SRA SHALL, 6
9.,PINIMUM RUNINER WIDTH i* §4
'A.ft
UNNER HEIGHT SHALL BE SrZEO
A. MIN IN
IMUM 0,75" BETNEEN CARRIb0PK,�9.EU; AND CASI G PIPEWALL AT ALL TIMES.
IS, MINIMUM 1" CLEARANCE BETW5M""kM'% AND'. TOO O�. CASING WALL, TO PREVENT JAMMING DURING INSTALLATION.
111;� DIAMETERS ARE "'LARJ*
RES
'SINALL qq Pi " MI(,
A OIR�,STEEL CASING; DE�, LIERN 61COKNUS �,GOAUPIP�_ TO A,
;p '06W mh 64 wow
IT _07�(00 'NIDIP'M 1 PRODyar
MVTMEQUU"AtC -T.
VETO �_m 1
R SIGN, DATE
JANUARY
011. DF-E01"42S CASINa INSTALLAMOW
STANDARD
wi
DETAIL
GU-430
7 h000 Gre, 7 E7o=
VtKIVI I I ?TbLU ZU'l W00 1,
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
0
i
TON
0
.0
0
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0) c�
zin 0
0
0
m
0
EL
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Uj C) w
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COMPRESSIBLE
BACKER ROD
BUILDING WALL
SEE ARCH PLANS
DOWNSPOUT PER
ARCH PLANS
1/2" EXPMSION
JOINT
6" MIN PIPE
CONNECTION
USE 45, 22 11T. OR 11 1/4!- L-PROVIDE REDUCER
BENDS TO CLEAR TOP OF AS REQUIRED
FOOTING. SEE STRUCTURAL
DWGS FOR FOOTING ELEVATIONS 45* BENDS�
el � DOWNSPOUT CONNECTION DETAIL
N.T.S.
18" AGGREGATE OR MIRADRAIN 6000
COMPOSITE DRAINAGE BOARD PER
GEOTECH RECOMMENDATIONS
PAYING OR SITE LANDSCAPE
FOUN
PER STRUCTURAL
ON WALLS AND FLOORING
AND PLANS
0:
PAVING (AS SHOWN PER PLAN)
STRUCTURAL FILL
STRUCTURAL FILL -
GRADE
EXCAVATION LIM V
1.51 (TYP)
NAlIVE SOL
IE PER PLAN
WRAP W/ NON -WOVEN
FILTER FABRIC MIRAFI
140 N OR EQUAL
4" DIA. PERFORATED PVC D
PIPE SURROUNDED W/ V
CLEAN PERMEABLE GRAVEL BACKFILL
FOR DRAINS PER WSDOT 9-03.14(4)/
DO NOT DISTURB
1:1 BEARING ZONE
2'� FOOTING DRAIN DETAIL
N.T.S.
TRAFFIC RATED-\\,
-LOCK BOLT SLOPE TO DRAIN
CAST IRON
B GRATE
ELL &
hm
Of GRATE
CONCRETE PAVEMENT SECTION -
6.1.
ASPHALT PAVEMENT SECTION
SEE DETAIL 1 ON SHEET C2.21-2
SEE DETAIL 2 ON SHEET C2.21-2
I . AREA INLETS TO CONSTRUCTED FROM CONCRETE
PIPE, IN ACCORDANCE WITH ASTM C 14 UNLESS
OTHERWISE SHOWN ON THE PLANS OR NOTED IN
N
THE STANDARD SPECIFICATIONS.
2. CUTOUT HOLE SIZE IS EQUAL TO OUTLET PIPE
SIZE DIAMETER PLUS AREA INLET WALL THICKNESS.
4__
12'
3. CONNECT10N TO OUTLET PIPE TO BE MORTARED
AND MADE FLUSH WITH INSIDE OF THE AREA
INLET WALL
4. CASTIRON BELL GRATE SFINU_ MEET THE
4' CONCRETE STRENGTH REQUIRENENTS OF FEDERAL
CLASS SPECIACATON RR-F-621D. THE GRATE SHALL
PLmvw
MVE SLOTS (HOLES) THAT CONSITIUTTE 50%
OPEN AREA FOR DRAINAGE. INLET BELL
NOTE:
\-CONCRETE
SURFACE SHAIi BE FINISHED TO ASSURE
TRENCH DRAIN SHALL BE POLYDRAIN OR APPROVED
BEDDING PER
NON -ROCKING M WITH ANY COVER POSITION.
EQUAL. CONTRACTOR SHALL SUBMIT PRODUCT SPEC
MANUFACTURE SPECIFICATION
\COMPACTED
SHEETS SHOWN TRENCH SECTION ASSEMBLY FOR
SOIL SUBGRADE
APPROVAL PRIOR TO INSI—II.N.
AREA DRAIN
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C3.21
DATE: --
BY:
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PORTION OF THE SW 1/4, NE 1/4, SEC. 29, TWP 27 N., RGE. 4 E., W.M.
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READ
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COVERTOP AND, SIDES
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MANUFACTU I&
RERRIENLO DATIONS AND
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HYGUCTILE DATE
I TERM
RESTRAINED E I. TB
NOTES: R B
EXTEROR, PLA]4.� SHUT
VAVALME'�
1. ACCESSES BY LW. HATCH: TYPE '0'-.(HD -10 PEDESTRIAN LOAD; H�30
'SIDE
. . . . . .
457 BEN .22-1,Zr. �ArND 1%1-1-A,� FIEN
z
THRUST
BLOCK,
OUTLET`:0UTTE
TRAFFIC LOAD) WITH R DRAIN,
2. DCDA MUST BE: TESTEDe BY A CERTIFIED BACKFLOW ASSEMBLY TESTERL
m
NOTES:
3. ALL TEST COCKS MUST BE PROVIDED WTH PCV PLUGS,
APPROVED VALVE IS REQUIRED� BETWEEN IN �SUPPLY MAIN AND�JNIE
4. A E
-t
NOTES:
V�ULITY
1. BEARING AREA 0,FACC,0N0 T.HRUSILBASIED 0 20GPSI
P, CnE IN - N
ESS.RE AND OF 2.000 POUNDS
_ATERIALS TO BE IN ACCORDANCE WITH, CITYQF EDMONDS APPROVED MATERIAL, MODIFICATIONS
I HYDRANTS AND ALL M
5� SEE,,OOE zSTD DTLS WA -183 AND WA-184: FOR'DCDA LOCATION AND
"' NECTIO RED RE
" M"
R
DRAIN
PER SQUAREFOOT.,
Z
LISTINGS.
2.CONSTRUCT-3'N AROUND HYDRANT PIPE_HYDRANtS SEfINTqa.NCpR IREES4
MEILY'N
�0, AS BE MUST BE TESTE6 =,'].NST T.%EkNC Y LY, , EF MR
EAR 1IR Dr
E T MUST
BY'�A E TESTER.
ITTYIPCEDIVI Og WAITER
BE S H"MNS ON
2. AREAS MUST BE. ADJ �0
U
PRESSURES. AND SO, S�,HEIR PIFE,:SqES,
Ku
A.
THE R%�&ECA 0
EXPANSION STRIP N ADDITION. , INSTALLATION OF THE HYDRA PR
jjjjFjjj��,PAD
OF, PUBLIC FIRE HYDRANTS IN THECITY 4F�,
7o SEEzCOE,5V,DTL 0-142El PROP LE V&SION.
THI, A� CONCIUIME IL'OGKING SHALL BE CASTAN �PLACE AND HAVIE,Ar
SHALL EQUAL, OR RTH FOR THE INSTALLATION
EDMONDS.,
3. ALL HYDRANTS SHALL 14AVE: A, 6" MECHANICAL JOINT (Mi), EASE. TFAFAC MODEL PRl �WfH (2) 2-11�t Ndifik
Sr Fr4
NOZZLES AND (1) 4-1/2' RAMONAL STANDARD THREAD'(NST) PUMPER NOZZLE WITH-4- Ci ,Q4[PK C' 09
VAILILT SIZES MINIMUM
Um,
1,
AD tI.NIMLIM1. INSSICE
APIP M
METER SIZE CL
MINIM . , / SQUARE FOOT"BEARING AGAINST THE
MIN owilsto UNDISTURBED SCIL �FIITTNG.
SOUARE FEE ON DIST *�THRUST BLOCK SHALL EIFAR, AGAINST `G 1)
7 FEEI)' ONDISTURDED SOIL PITTING, SHALL BE FofwNc'XPw
IN
_D_U
ADAPTER.
AND I"".
NOTES, Go PACTEG!TO 4" 0 ROCK,
DEIM41TY
PIPE A. R C 0 S, 11, IL POLYEHYLENE: FILM BEFORE PLACING
4. PUMP :PQRt "SHALL FACE THE sTREEr. o? R *oFt FIRE�EINGINE ACIPPSP-,
UENGTH� WIDTH H EIGRr
OD
IZ ERDESIGNY
W i:sibE
'D'j,
PIZE
"I� , t'.1GONTRACTOR SHALL. INSIAII., BLOCKINQ, ADEQUATE TO
IN D HYDRAK
AEVEL CLEARANCE SHALL,BE MAINTA) ED AROU WHEN Il LA*opw
OiA7.,"m; SONS WIT -ECRl REMOTE
'IS
j ND-_ml LOAD, Fit ): oOTLEr GUTTER GRAIN.
I. ILW� MATCH: TYPE b" KAN�.,kb_
H
2. GUTTER DRAIN SHALL NfNt((B`T0 A DR(, WELL ft I
'1 WITHSTAND FUI " ETAS AS TO
ir, i,, 76—
b,
5. THREE FOOf_MIN1MbM
He Ecit/-Wip tkhL BE
111MAL
311
OS
.4- PEL JOXUL
__L CONTINUOUSLYWSTAVI PRESSURE UNOR
S. FIRE HYDRANTS �SHALL BE PAINTED SAFETY YELLOW BRAND: KELLY MOORE�(I-70463 SUNRORS17, 101010):49 APPROVED
__9" _2 w-cr
V X�,Ve 31 LED SoN. OUTSIDE,
FOR EASY METER.N15AIX149
STD DTLS WA-183 AND WA-484 FOR, DdDA. LOCATION AND' 0ON14ECION REQUIREMENTS.
t42
2rr .1 t3 :Off AUL CONDITIONS OF SEFW611.
EQUAL
rF'�,.3/4! 4�57 _.7 12'-D" 6`0" 6- 6' INDOOR
IF�SOIL CONDITIONS OR PRESENCE, OF GROUNDWATER DO NDrALLOW DFAINAGE OF SUMP� DRAIKAGE SHALL;BE DIRECTED
10, 11 1 B 3� Va. 6;4BLOCIONG, MAY BE -REDUCED WITH USE or,RESTRAINEO JOINTS'
ADJACENT FITTINGS.
7.RAISEO,.PAVEMFNT MARKER TO BE PLVED.4' FROM PAVEMENT C/L OR PAINTED LlNt.dw, 0 OF AOAD.
I'V-V 7*�w 6 6, VER7rIQAL IHSjU=N
TO ONSRE.DRAINAGE SYS TEM.
B To
12* 16 4 51, �vl tA,
—
16, 19 4
8- FIRE HYDRANT LOCATION SHALL BE SHOWWON THE PLANS ATALOCATION APPROVEO,'BY THE CITY ENGIHEER.o
SEE COE STD: DTL WA -I 42A FOR PLAN MEW.
IS 01
CONCRETE SHIALL,NOT COVER FITTING, 13OLT AND NUTS.
Ln
REVISION DATE
REV66N.DATE
RPMSI6WDATE
CITY OF EDMONDS:
Y'
FIRE, HYDRANT ASSEMBLY
REVISIdWMATE
JANUART'2618
CITY OF E DMONDS
sw"�
COMMERCIAL MULTI —FAMILY
DOUBLE CHECK
APRIL
COMMERCIAL
CITY OF EDMONDS
0
MULTI —FAMILY
D009LE CHECK DETECTOR
cwmm
OCITY OF E5MQ
CONCRETE THRUST
BLOCKING
JANUARY,2014
E
STANDARD,
STANDARD
-STANDARD.
STANDARD
PUBLIC. WORKS
PUBLIC WORKS
DETECTOR ASSEMBLY (P
PU BLIC WORKS
ASSEMBLY (PR'OFILE)
PUBLIC W
DEPARTMENT
11�,-,
DETAIL
DEPARTMENT
DETAIL
DEPART
DETAIL
'o
DEPARTMENT
D ETAfL
WA— 1.0,0
WA-1 42A
'E"
WA 42W
4"" JB�D
W 4
u a
APRRVV I ED h_: ENGLISH
APPROVED BY; R. ENGLISH
APPROVED BY; R.ENGLISA
By,�
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DO
-',VOLT�-ELECTRICAL DUILET
FOR� NEAT IAPIE INSTALL 14EAT
(0),
IF USE SENSUS SA2
4 W/ IRPL REM
M om
READ. TRPL SHALL BE
TAP.e FOR FREEZE PROTECTION.
IF RPDA. USE
...... ... VOLT
SE
.
IRS�V ON SIDE OF HOT
go TIN EASY ACCESS'.
FOR METER READING.
-120
MMR W,1TRPL ELECTRICAL
REMOTE READ OUTLET FOR HEAT
(EXIST PROPERTY.
WATER MAIN LINE
TOP M
3" MIN
TAPI. T1.11�0&
�fhrl CENTER BACKFILOW -H.T
PREVENTER IN
ENCLOSURE EEIGO
CW'
A A-
3/8"0" ANCHOR BOLTS
D. I'L
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TEST COCKS
W/ Pf PLUGS
(PER MANUFACTURER)
MIN
(4 R.'D)
CON
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DRAIN
SEE NOTE 0-_� b
SEE COE I STID CITE. WA-180 1v
i
s?
9
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FINISHED
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j1r wM
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1,
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M. VC SLEEVE . .
CRA%?Et SLEEVE W1 WWF
DID
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V
FREE DRAINING
C,6002.,9
ctyp) EG , RE
I,- I
TYPE K COPPEW SUPPORTS
0 R APPRGVED
T- RESILIENT GATE VALVES (TYP)
SEE COE SM DTLS WA-180
(SIZE: As C PER
EQUAL OR A1111
(TYP) TYPE
AND VA-481
MIN 12' CLEARANCES ARD ADEQUATE,GRXWTY DRAINAGE
�RU SIZE AS REQ)
P�
C URB
wKFLoW PREVENTER - SYSTEM REQUIRED
ALIL�SIDSS. TOP AND BOTTOM W/ APPRQVED AIR GAP
CONNECT TO WATER
M EDA1,aY
SI DEWALK
(IF REQUIRED)
MT�G R GA
UEL,
__�FOUNDATION
SEE NOTE-4
OR
FLOW
Tl
w<
NOTES: SIDE VI
TO ��- rRICAL PANEL DIRECT
EC
BURIAL OR IN RIGID CONDUIT PER
MiN ir MIN
I� APPROVED REDUCED PRESSURE BACKIFLOW ASSEMBLY% LAY HORIZONTAL ONLY.
NOTES- ELECTRICAL PERMIT REQUIREMENTS IBRO14T,VEW 4METEW
EE N 1
z
DESIGNED FOR BACK SIPHONAGE AND BACK PRESSURE
SUPPORT FOR DEVICES LARGER tl�khl` I' CKWETER�.'
NOTES (sLnGs WITH sErammi.
LLJ
o 0 U)
�3. THOROUGHLY FLUSH UNES PRIOR TO INSTALLATION OF.,F)ACKPLOW PRE4EMR.
6 PIN
MAINTAIN THE ROBA b RPDAAN A11:0.1 G,,AND AP CES Vi011" bli
1. THE DCDA 'AND VAULT SHALL BE LOCATED,ON PRIVATE PROPERTY AND ADJACENT TO
ui
4, DO NOT INSTALL, IN AN AREA SUBJECT TQ FLOODING�
THE'RIGHT-01`m-WAY LINE.
<
6, MUST BE.ACCESSIBLE�
41 =To%VV%"LY BY A WASHINGTON STAk-,d"ot�.-KIFLOW Aoob�� XftElk
EDMONDS WATER DIVISI
2; THE Ply AND FOC, SHALL BE, LOCATED ON PRIVATE PROPERTY AND SHALL BE NEAR
NOTES:
MUST BE PROTECTED FROM FREEZING: CONDITIONS.
!liv#qw PRESSURE El AssWEbES $HALL BE STATE APPROVED- DbACE9.
THE,OCDA.
I. MAXIMUM WIDTH CI�..,.EMP� AT jCP�.DF,,PIP
_p� � .. I
�3v �,UP �,V AND INCWOINU 12! DIAMETER
>
w
7.- THE BACKFLOW ASSEMBLY'SHALL BE A STATE APPROVED. MODEL
TESTING OF RP1BA:k14D RPbA RbbUIRED BY OWNER. TEST RESULTS SHALL, BEOEIRT TO THE, CrIT Orlp"OB
11, WORKS.
3. THE PIV. AND POD SHALL HAME-A S* MINIMUM CLEARANCE BErWEEN AND AROUND
THEML
LAMM �km 47
mfmg F 6 XDS.MCnIFoftNSTQ,
Uj Q 0
-8. *PLUMBING PERMIT IS REQUIRED - PLEASE CONTACT DEVELOPMENT SERVICES DEPARTMENT
WITH AWWA CROSS�,DQNNECTION CONTROL FIGURE ll (SEE r s7p 0 TL
4. THE IM SHALL HAVE A 2r-:BENDI"�e,�STORZ.�ADAPTER ON THE END.
Tt grpr.
OF X%
U) <
ry
MUST BE TESTED AFTER INSTALLAZOWAND YEARLY1HEREAFTER BY, WASHIKGTON,STATE
CERTIFIED BACKFLOW ASSEMBLY fIESTER. TEST RESULTS MUST BE, SENT TO.,THE CRY OF
A� DWRAI al �jIZED IN ACCORDANCE Ccl
A� i
3.TRENCH 'AS 1. � b '150,
,qq"A_*
w
EDMONDS WATER ONTSION.
7., 13C LOCATED ON PRTVATE,PROPERTf.
11 UNSTABLE*
d
(ABOVE, GRIDLIND� INSTALLAMOR.'ONLYT
IL �$�.SHALL BE,ONIENQMINAL SIZE DAMErER:LARGEW-THAN PIPS.BEINGSUEVVED.
BY ,I, EHO,
04
C14
,CITY OF EDMO NDS
R D
' . - 7- �:
t ASS
EIA Kf o!
REVISIOWXATE,
JANUARY �.tdifl
I" " e. g'.ITY ,OF EDMONDS
HOT BOX ASSEMBLY FOR
'EIDIL(Cib P70t SURE BACKFILDW
REASION:DATE
JANUARY 2018
A
CITY OF EDMONDS
FIRE LINE AND 2" DOMESTIC
SERVICE CONNEbf(QWS�, (PLAO VIEW)
REWSION_DATE
JANUARY,2016,
CITY OF
�_TYPICAL TRENCH SECTION
JANUARY 2018
$TANDARO
STANDARD
STANDARD
PUBLIC WORKI�
,
�PQBLIC WORKS
RPDA)
BLIC WORKS
ALL ZONES EXCEPT ZERO-SETIRACK�
STANDARD
bEPARTME
_
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M ,
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ENT
;ASSFRPLY (RPRA AND
DIE
-PARTMENT
SUSINESS/COMMERCIAL
DETAIL
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DETAIL
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APF"ED BY, R,- Lis"
APPROVED BY. R. ENGLISH,
BY:, �Rom
FEB 2 q 262.1
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
'U:LDINGi:
CITY
OF I D.MONIDS
DATE: 2,�b
BY:
C3.22-2
CITY ENP�IPRING CrION
PERMI I #bLL) 21019081
PORTION OF THE SW 1/4, NE 1/4, SEC. 29, TWP 27 N., RGE. 4 E., W.M.
RESIbERbE
(MAX)
EIVIM CLEANOUTS 1]
CLEANOUT (WYE WITH CAP,
AND CLEANOUT DOVER) MID
CONCRETE LEVELING GOLLA i
12 . LOCKINd ddQm
Z"ili FINISHED GRADE
w
SEE NOTF"�
END Of PIP
(E.
TER 11TAT
127 PVd SLEEVE--�fj
6" RISER
V�
4* OR 6" Slot SEWtR--'
6" WYE AND
QFNFRAL CLEANOUT DETAI 1 45* BEND
e OR S"
Loom slot SEWER CINIL0,V1 DUAIL
/12 0, COVER T 'R.P.
/SlEt"NoTit 3 - � A /Cl[t?, EASOAW�
LEVELING COLLAR
SEE NOTE 4 NOTES',
-35 AMP.
.2 ASPHALT SURFACE t SESW�KEERTZ,
$OR
12"1 �2. PIPE SUDPE,70 BE 2X MIN AND UP To 5o&,*%,
Z. SEWER CLEANOLIT COVER TO, BE FASTAORDAN1,11RON WORKSL
i FOOT LONG I r PVd . DUCT #00366102 STA9:'
PRO PlIPK,' L OR�APPRUVEO
SLEEVE EQUAL
END OF PIPE�GRIPPER 4.LEVELJNO COLLAR SHALL 13E CONSTRUCTED AS4FOLIMI
PLUS (CHERNE 270261
qR%AP" MAL), 1WROADWAYS PER COE STI) OWG GU7424
IN-,SIDEwAu/uANDsrAPED AREAS, ERHER 1 24 1 Sill 24*�W
D
AM; T0QUQTN og. LLAR OR 2477�13 ETER x $`!'DEtP
REWSION
OF EDMONDSr ;"mW12o.15
CITY SEWER. CLIEANOUT; DETAIL -
PUBL[CWORKS STAN0ARU
DEPA� EW. DETAIL
APPOO RY.:,*400
NOTES'
1-mn46tJ.� MDT" #FjREMCH AT TOP OF PIPE
FOR IP P,R),AND INCLUDING 12" Efdr
L �a�
��U
-dclj),a POF PE LARGER THAN 12PIANMOW 6METER
id,61TY-01F EbMdNDS ODIFIGARONS TO DMISION, 9 OF WSDOT SlIkOP1`0 "OL
M
O"AL INFORMATION.
;kffit!N� REET A MINIMUM COMPA&RON OF 657 DENSITY PER A",p
OCN -IS"EN66ONTERED BELOW PIPE -ZONE. CONTRACTOR SHAUL�,. 01AE, AkD.1REPtA_ClE�fi4- "UIRED
REVISION DATE
L JANUARY�,IM
�,�-�QTY OF' EDM'01. ENCH SECTION
TYPICAL TR
WORKS �STANDARD�
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DA,TE:
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BY: 1,
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