242 4TH AVE S.PDF111111111111
5064
242 4TH AVE S
ENGINEERING REQUIREME14TS FOR COHMERCIAL b"�EET
A14D APARTME14T BUILDING PROJECTS
Name McConnachie - 4-Unit &pt. 517 4th Avenue S.
Date February 25, 1976
STREETS AND ACCESS
1. Right -of -Way Requirements: 60-foot existing
2. Road Bed'Width: 36 ft asphalt concrete existing - L.I.D. 100
3. Turn Around: Required on property
4. Sidewalks: -5-foot sidewalk required
5. Parking Strip: None
Off Street parking
6. Access Easements: None
UTILITIES
1. Water Mains: ' 4-inch C.I. existing
2. Fire Hydrants: Existing
3. - Sewers or Septic Tanks: Connection to Banitary sewer required
FILE
4. Drainage: Install all necessary storm sewers and drainage facilities
per drainage plan and City Standards. Where drainage is across adjacent
private property, all parties having any ownership interest in the'lands
being developed shall provide, as a restriction on the title running with
the land, that the City of Edmonds shall be held harmless from any and all
claims for damages which may be occasioned to adjacent land by reason of the
construction and operation of the drainage system, unless, releases of
ddmages and/or drainage easements are obtained from the other property owners
affected by said drainage. Any drainage problems created by change of contour
during development must be corrected prior to occupancy permits or release
of performance bond. Final approval (or release of bond) will be withheld
until actual drainage as installed has been inspected by the City Engineer.
Engineering ifluirements for Comm'l &
Apartment BuWing Projects - LMe I
5. Utility Easements:
6. Underground Utilities: To be provided
Street lighting shall also be provided
standards and underground wiring.
in accordance with Ordinance No. 1387.
with the necessary street light
TOPOGRAPHY
1. Excavation and Grading: Excavation and grading shall conform to the requirements
outlined in Chapter 70 of the Uniform Building Code, latest adopted edition,
Vol. 1. Where extensive grading and fill are involved in the development, a
grading plan and specifications shall be prepared.
QUOTATION FROM THE CITY CODE REGARDING IMPROVEMENTS
11.02.025(f) Utilities and Street !Mrovements. No building permit shall be
issued for the construction of any building or structure of any kind or
description unless the plans and specifications include the construction for
clarbs, gutters, sidewalks, paved streets, necessary water lines, sewer lines, and
storm drainage necessitated by the new construction or improvement, to be built
to applicable City standards, provided, however, if found by the City Engineer
to be impractical to construct at the time of application for said building permit,
construction may be waived by the City Engineer and in lieu thereof a performance
bond filed with said engineer to cover the estimated cost of construction to City
standards for said improvements, provided further, in areas zoned single family
residential at the time of said application for building permit in which the
applicant has received final approval for a plat or sub -division and has compiled
with requirements therein compliance with this subsection shall be deemed by
compliance with the sub -division or plat requirements.
COMMENTS
Connection to existing storm sewer s_vstem required. For location, refer
to site plan for "Baskin -Robbins" developrwnt filed with the Building Dept.
Ci Fy—Engineer
Rev. April 2, 11371
F'orm 5
AMENITIES DESIGN BOA1:',D - MAY -42, 1974 - PAGE 3
installed on the site.
A MOTION WAS MADE BY MR. LATOUTRELL To ArPROVE ADB-35-74.
140TION SECONDED BY MR. GOLDSMITH AND CARRIED.
/ADB-38-74
Obrien's Turkev House - 240th & 99 Hwy.. Sign attached to
building.
Mr. Wallis stated that there was not a representative present
deferred
to represent Obrien's Turkey House. The item was
until the next meeting.
ADB-32-74
io - 19 unit townhouse apartment
development at zjil-2 - 76th West -(11!ML)
Mr. Wallis showed slides of the site stating that the request
is for development and construction of 19 townhouse units
Mr. Wallis
and using the existing house for the manager.
pointed out that the site is nicely wooded and would strongly
encourage the,Board to consider retention of the natural ,here
Wallis stated there were parking areas i
vegetation . 14r .
the natural vegetation could be used ve!ry effectively for
screening. 11r. DiPangrazio presented plans to the Board for
up
There was general discussion regarding landscapino,
their review.
parking and lighting for the parking area with Mr. DiPangrazio
J
answering questions After further reviewing discussion,
Mr. Latourell stated that he v-puld be in favor of approving
Mr. D-;Panzrazio's application subject to a more detailed
d
for the north, east and south si e indicating
landscape design
0
CJ
some rather s . ubstantial high growing plants; and that lights
in the parking area be shielded from off -site viewing.
in form of a
Mr. Latourell stated that he would put that the
THE MOTION WAS SECONDED BY MR. GOLDS111IT11 AND CARRIED.
MOTION.
ADB-33-74
Donald L. Himilton - Addition to existing structure at
M-1-4-aliTs tree t (BC)
Mr. Wallis showed slides of the existing structure, stating
that the main floor is used as a retail fishing tackle and
accessory shop, and the second floor is a two -bedroom apartment.
Mr. Hamilton, the applicant, presented plans to the Board
stating that the addition to the existing structure would
be used as a small commercial shop. There was general
discussion regarding the proposed landscaping plans with
Mr. Hamilton stating that hi also has plans for a sign and
would submit an application to this Board at that time.
A 140TION WAS MADE BY MR. LATOURELL TO ACCEPT ADB-33-74.
MOTION SECONDED BY MR. GOLDSMITH AND CARRIED.
74
K-Mart Laundry - Construction of Coin -op laundry at 76th and
ig way 9T---Don Bodine.
H F—
Mr. Wallis stated that Mr. Bodine was not present and the item
was deferred until the next meeting.
APD,37-74
C. A. McConnachie - Apartme.nt-Condominium - 252- 4th Ave. S(Pd-'I)
Mr. Wallis showed slides of the site, stating that the property
is presently zoned R14 and that the application is for an
apartment -condominium. The Board reviewed Mr. Connachie's
AMENITIE'S DESIGN BOARD MAY 22, 1974 - PAGE 4
i I ding and landscaping plans commending him on its design
c' T
and compatibility with the site. Mr. Goldsmith stated that
t._�Xthe landscape plans were also very complete and he would
therefore make a !.'OTION TO APPROVE ADB-37-74. MOTION SECO14DED
BY 1U), LATOURELLAND CARRIED.
B-39-74 Stevens Dental Center - Signing, landscaping and parking lot
lighting - 7 th Avenue West.
Mr. Wallis showed slides of the Stevens Dental Center pointing
out that there is substantial mechanical equipment located to
the front of the building that would need to be screened.
Dr. Sogn presented signing and landscaping plans to the
Board for their review. There was considerable discussion
regarding the landscape plan with the question raised as -to
how the mechanical equipment would be screened. Dr. Sogn
stated they were proposing a solid evergreen screen in front
of the mechanical equipment that would be trimmed or pruned
to approximately 31�,- or 4 feet. Mr. Wallis asked if there
was enough room in front of the mechanical equipment to
create an earth burm. Dr. Sogn stated that there was some
earth there now, but a burm would not be necessary with the
proposed screening. The Board reviewed the proposed signing
and parking lot lighting and found them to be acceptable.
A MOTION WAS ITADE BY IMR. GOLDSMITH AND SECONDED BY MR. LATOURELL
TO ACCEPT ADB-39-74. MOTION CARRIED.
L.'_�B-40-74 William D. Barr - Addition to existing day care building
Maple Bar Ranch (RML)
Mr. Barr had previously made a request for construction of
an octagonal building. Mr. Wallis stated that 1"Ir. Barr's
request at this time is for an addition to the existing building.
Mr. Wallis showed slides pointing out the location of the
existing building and stating that the existing plants and
shrubs would not be disturbed. Mr. Barr stated they would
prefer to build the octagonal building, but they had run out
of time in order to provide a new structure before school
begins in September. There was general discussion regarding
parking with 1-1r. Barr stating that the plans will provide
for a drive through whereby the parents could drive in, drop
the children off and drive on through. After general discussion
of the landscaping plan, MR. GOLDSMITH MADE A MOTIOIN TO ACCEPT
THE PLAN FOR ADB-40-74 AS SUBMITTED. SECONDED BY _MR. LATOURELL
AND CARRIED.
Chairman Bernhoft then referred back to ADB-27-74, Project
Management Associates - Park View Firs tor tinal landscape review,
Jerry Schlatter, representarive for Park View Firs, presented
their landscape plan. Ile was commended for sensitive handling
C�
of the landscape plan, particularly the detailed plans presented.
A MOTION WAS M�hl)E TO APPROVE THE PLANS FOR ADB-27-74 AS
PRESENTED. MOTION SECONDED AND CARRIED.
0
ST�---i-'EET FILE
ENGINEERING REQUIREMENTS FOR COMMERCIAL
AND APARTME14T BUILDING PROJECTS
Name MC CONNACHIE 6-UNIT APARTMENT - 242 4th Avenue South
Date May 9, 1974
STREETS AND ACCESS
1. Right -of -Way Requirements: 60' existing
2. Road Bed Width: Alley used for access to be gravelled
3. Turn Around: None
4. Sidewalks: Existing
5. Parking Strip: None
6. Access Easements: None
UTILITIES
1. Water Mains: 4-inch existing
2. Fire Hydrants: None required
3. Sewers or Septic Tanks: Connection to sanitary sewer required
4. Drainage: Install all necessary storm sewers and drainage facilities
per drainage plan and City Standards. Where drainage is across adjacent
private property, all parties having any ownership interest in the lands
being developed shall provide, as a restriction on the title running with
the land, that the City of Edmonds shall be held harmless from any and all
claims for damages which may be occasioned to adjacent land by reason of the
construction and operation of the drainage system, unless, releases of
damages and/or drainage easements are obtained from the other property owners
affected by said drainage. Any drainage problems created by change of contour
during development must be corrected, prior to occupancy permits or release
of performance bond. Final approval (or release of bond) will be withheld
until actual drainage as installed has been inspected by the City Engineer.
Engineering, Requi4 ents for Commll &
Apartment Buildingkojects - Page 2
5. Utility Easements:
6. Underground Utilities: To be provided in accordance with Ordinance No. 1387.
Street lighting shall also be provided with the necessary street light
standards and underground wiring.
TOPOGRAPHY
1. Excavation and Grading: Excavation and grading shall conform to the requirements
outlined in Chapter 70 of the Uniform Building Code, latest adopted edition,
Vol. 1. Where extensive grading and fill are involved in the development, a
grading plan and specifications shall be prepared.
QUOTATION FROM THE CITY CODE REGARDING IMPROVEMENTS
11.02.025(f) Utilities and Street Improvements. No building permit shall be
issued for the const7uction of any building or structure of any kind or
description unless the plans and specifications include the construction for
cbrbs, gutters, sidewalks, paved streets, necessary water lines, sewer lines, and
storm drainage necessitated by the new construction or improvement, to be built
to applicable City standards, provided, however, if found by the City Engineer
to be impractical to construct at the time of application for said building permit,
construction may be waived by the City Engineer and in lieu thereof a performance
bond filed with said engineer to cover the estimated cost of construction to City
standards for said improvements, provided further, in areas zoned single family
residential at the time of said application for building permit in which the
applicant has received final approval for a plat or sub -division and has compiled
with requirements therein compliance with this subsection shall be deemed by
compliance with the sub -division or plat requirements.
COMMENTS
Rev. April 2, 1971
L
CVtv Engineer
ST�`--'i'EET FILE
CITY OF FE93MONDS
200 DAYTON ST. - EDMONDS. WASHINGTON 98020 - (206) 771-3202
DEPARTMENT OF PUBLIC WORKS
March 17, 1983
Mr. E. Stime
242"4th:Ave. S.
Edmonds, WA 98020
Dear Mr. Stime:
SUBJECT: CROSS CONNECTION/IRRIGATION SYSTEMS
HARVE H. HARRISON
MAYOR
An irrigaiton system located on your property may
be in violation of State of Washington and City of Edmonds
ordinances related to backflow prevention. To protect the
potable, or drinking water supply, an approved backflow'
device is mandatory on all irrigation systems.
Please call the Water Department Cross Connection
Inspector, Lee Willeiksen, at 771-3202, extension 294,
for information or an appointment for inspection of your
irrigation system.
Requirements to meet State and City Codes need to be
completed within thirty (30) days from receipt of this
notification.
Sincerely,
ZZAnRCHIE26BR�ENA
Water/Sewer Division Supervisor
ml
4j 174-3
MILLS DT M RCH DT
7
11q'1C'1?30
�V'
APPLICATION
for
The City of Edmonds SIDE SEWER PERNaT .
EASEMENT No . .................................
NEW, CONSTRUCTION 0 REPAIRS
lol-Q9209
OWNER................ PA"01AAA ...... A11.44 .................................................... CONTRACTOR ........................................................................... ...................... PERMIT No . ......................
242 4th Ave* Se
ADDRESS, ............ ---- — ----------------------------------------------------- ........... LEGAL DESCRIPTION: LOT No ................................................ BLOCK No . .................. .........................
NAMEOF ADDITION ............................................................................. ............................................................
LU
LL
LLJ
uj
Dye Tested On Sewer
Ju4e, 1972
Approved -
DATE........................ . ...................... By ................................. ............... ................
STREET fILE
W
CITY OF EDMONDS
ENGINEERING DEPARTMENT
505 BELL STREET
EDMONDS, WASHINGTON 98020
APPLICATION FOR INVASION OF RIGHT-OF-WAY
(Submit In Duplicate)
Permit to be issued to: —
For work at: (4,4dress.or vicini
Type of work.to be done:.
(Attach Drawing When Applicable)
RKsc—v4 4 A k- c [-I 'y
-.CA C,
Owner:— Ni " iN, C-�4
Name
Mailing Address
Contractor:
Name
Mailing Address
Telephone Number
Telephone Number
1,
Signature: 71-
Owner or Agent Date Signed
DO NOT WRITE BELOW THIS LINE (To becompleted by Issuing Agency)
Permit Issued (date) I/ �� z
Remarks:
'— ?-I ,
- �/- 74"
Permit Number — A
ZL/
I
Upon issuance of this permit, the contractor is responsible Work subject to inspection and restoration in accordence
for workmanship and materials for a period of one year with city code. A 24 hour notice is required for inspection.
following inspection of the restoration by the Engineering Call 775-2525
Dept.
CITY OF EDMONDS
ENGINEERINPI DEPAPTIVENT
Insp Date, ................ By_� ..................... Remark,�3 . ..... . .....
inspDate ........... ..... By_ ------- ....... .....
r p r, p Date ------ . ........ 3y ............. .....
R ark.sfmq ..................
Insp Date ............... By ----------- ........ . .. Rema*rfGTQWCoT7?pfo
Final.0(41-5. BY ...... ) ff-r- V-9. ..... CZ�m
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SUPPLIES
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Install
Transfer
Remove
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COND. GROS. 8t RODS.
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TRANS. & CUT-OUTS
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S
U
B
Prop.
nit
Quantity
Iss. Ord.
Material
Code
Acct.
S
Prop.
Unit
Quantity
1w Ord.
Material
90
220
GROUND ROD 5/BX6*
77
743
No. 2 PR I. SPLICE
88
070
GROUND ROD CLMPS.
49
L.B.C.O.
77
761
1/0 SPLICE
87
730
C.O. BKT.
34
FUSE
77
G01
PEDESTAL
-SEC.
25.
762
NYLON INSULINER
78
585
88 SL SEC. CONN. 13AR
88
776
1
J-HOOK
78
578
33 SL SEC. CONN, BAR
92
C)
KELLUM GRIP 'i� M(ZM
78
579
44 SL SEC. CONN;- BAR
78
581
55 SL SEC. CONN. BAR
76
A 12
STAND OFF BKT.
78
612
LUGS 2/0 AL, COMP.
76
132
PIPE CLMPS, 2"
78
614
LUGS 410 AL. COMP.
76
134
PIPE CLMPS. 3"
78
616
LUGS 350 4L� COMP.
76,
136
PIPE CLMPS. 4"
78
626
___5__LUGS
500 AL. COMP,
78
522
PLUGS 33 SLEEVE
LAG SCREWS
78
523
PLUGS 77 SLEEVE
78
524
PLUGS LP SLEEVE
25
030
10'
2" RIGID CONDUIT
78
506
COVER L&SLEEVE
25
032
3" RIGID CONDUIT
78
507
COVER L7 SLEEVE
78,
508
5
COVER L8 SLEEVE
25
002
1" PLASTIC DUCT
78
502
LO D.E. COVER
25
005
2" PLASTIC DUCT
25
007
3" PLASTIC DUCT
25
009
4" PLASTIC DUCT
25
GRND. BUSH.
2-
STEEL90OX '2f
76
200
VAULT TRANS. 2X2
25
PLASTIC 90ox
25
4-
STEEL TO PLST. ADAPT. 2-"
38
523
WARNING STICKERS
76
230
STANDOFF INS.
77
70+
POTHEAD No. 2
77
709
POTHEAD 1/0
76
111-7
POTHEAD BKT.:O�,.)
48
257
LIGHTNING ASSTR.
77
722
STRESS CONE No.
83
211
WIRE No. 2 AL. PRI.
77
723
STRESS CONE 1/0
84
512
WIRE No. 2 CU. PRI.
83
212
IRE 1/0 AL. PRI.
76
240
4 TERM J-BOX
76
238
2 WAY J-BOX
83
389
WIRE 4/0 AL. SEC.
83
386
WIRE 350 AL. SEC.
83
220
WIRE 500 AL. SEC.
78
532
No. 2 ELBOW
78
535
1/0 ELBOW
83
306
No. 8 AL. DUPLEX
22
159
6 AMP. ST. LT. FUSE
31
240
No. 159 S.E. SLEEVES
77
606
600 AMP PLUG CONN.
31
260
ST. LT. FUSE HOLDER
77
610
600 AMP PLUG D.E.
71
130
D.B. STEEL ST. LT. STO.
76
125
No. 2 D.E. CAP
70
G.'LUMIRE.
REIMBURSIBLE
MATERIAL NO.
TRANSF.-7r;,K\1N"7,')4'.1
Lj FILLED lvl'��I`IERIAL RECEIVED MATERIAL CODE CP'ECKED
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Dall"ork Completed_ by Foreman Work Order No. I.I.G.-46:570
765
12-7-73 98-1
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URD COND KV JOINT— 7EL-, �I� -T.\/.
ADD CKT FT PH WATER— RP-11-47
REM CKT FT PH SEWER —
NET CKT FT GAS—
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