23028 100TH AVE W.PDF23028 1 OOTH AVE W
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CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020 * (425) 771-0220 - FAX (425) 771-0221
Website: www.d.edmonds.wams
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
May 21, 2003
Mr. David Graef
Manager of Real Estate and Leasing
The Bartell Drug Company
4727 Denver Avenue South
Seattle, WA 98134-2316
RE: Access Agreement, Westgate Village
Dear David:
GARY HAAKENSON
MAYOR
Enclosed for your information and files are two copies of the fully executed and recorded
Agreement Regarding Access to Edmonds Way.
Please don't hesitate to give me a call at 425 7710220 if you have any questions.
Sincerely
DAVID Y, GEBERT, PE
City Engineer
e%-rREET FILE
01
Incorporated August 11, 1890
qictor 1-ifiy - WoL-;nAn .1:4nAn
0
RF-CORDING REQUESTED BY
AND WHEN RECORDED MAIL TO:
City Clerk
City of Edmonds
121 5h Avenue North
Edmonds, WA 98020
CONFORMED COPY
200305200668 10 PGS
05-20-2003 11:58am $28.00
SNOHOMISH COUNTY, WASHINGTON
[SPACE ABOVE THE LINE IS FOR RECORDER'S USE
AGREEMENT
REGARDING ACCESS TO EDMONDS WAY
GRANTOR: NELSON, William C. III
GRANTEE: THE CITY OF EDMONDS
LEGAL Lot A, Lot B, Lot C, Tract X and Tract Y of
DESCRIPTION BLA 200203075001 recorded March 7,2002
the complete legal description is on Exhibit A.
ASSESSOR'S PROPERTY TAX PARCEL ACCOUNT Nos:
006107-002-007-00, 006107-002-008-01, 006107-002-008-
02; 006107-002-011 -00
THIS AGREEMENT is dated 2003, and is entered into by
WILLIAM C. NELSON III, as his separate estate ("Nelson'% as Grantor, and EPC TWO
LLC, a Washington limited liability company ("EPC2'% in favor of THE CITY OF
EDMONDS, as Grantee (the "City'�.
Recitals
A. EPC2 is the owner of the real property legally described as Lot A and Tract Y on
the attached Exhibit A, and Nelson is the owner of the real property legally described as
Lot B, Lot C and Tract X on the attached Exhibit A. Said properties together, as described
'on Exhibit A, are referred to as the "Property", are part of a neighborhood retailibusiness
center commonly referred to as Westgate Village, and are subject to a certain Reciprocal
Easement Agreement, dated, as of March 1, 2002, recorded under Snohomish County
Recording No. 200203070234 (the "REA"), between Nelson and EPC2 that provides,
among other things, for mutual access within the Property.
B. The Property abuts Edmonds Way and 1000' Avenue. The City requires agreement
that the Property's access to Edmonds Way be subject to certain conditions.
- 1 -
C. The access on Edmonds Way will be located on portions of the Property that are
owned by Nelson, and EPC2 is a party to this Agreement on the basis of its rights and
interests under the REA.
Agreeme
Therefore, Nelson and EPC2 covenant to the City as follows:
Access to Edmonds Way. The Property shall have two driveways on Edmonds
Way as shown on the site plan attached as Exhibit B to this Agreement. The east
Edmonds Way driveway shall operate as right-inand right -out access only. The
west Edmonds Way driveway is limited to right -in, right -out, and left -out access.
Left -in access at the west Edmonds Way driveway location. is not permitted.
2. Revocation of Left -Out Access. The City may revoke left -out access at the west
Edmonds Way driveway if an accident pattern begins to develop related to the
design and function of left -out access at this location. Prior to revoking left -out
access at the west Edmonds Way driveway, the City shall confer with Nelson and
EPC2 to review accident history or other information causing the City to consider
revocation. As part of such review, the parties will discuss alternative measures to
revocation that could address any possible problem that may appear to have
developed. The City will provide Nelson and EPC2 written notification with an
explanation of its decision to revoke and will share police reports and/or other
relevant documentation of the accidents, incidents or other information upon which
the City relies to revoke the left -out access and to rule out the use of alternative
measures. The City shall -reconsider its decision to revoke if, within thirty days of
the City's written no tification of its decision to revoke, Nelson or EPC2 requests
reconsideration and provides additional evidence, analysis, or other information for
review by the City. If, after reconsideration, the City's staff affirms its decision to
revoke the left -out access, it shall provide written notice to Nelson and EPC2, and
such decision shall be final. Nelson and EPC2 agree that they will not request
further reconsideration by the City or object to, protest or appeal the City's final
staff decision in any way or to seek damages or compensation from the City for its
decision to revoke the left -out access. If the City revokes left -out access at the west
Edmonds Way driveway for a reason other than an accident pattern related to the
left -out access at this location, Nelson and EPC2 reserve all rights and remedies
that. they may have at law or in equity, including, but not limited to, the right to
seek compensation in the event of a taking if such has occurred.
.3. Expansion of Driveway Use. The parties contemplate that Lot 6, Block 2,
Westgate Park, Division No. 2, according to the plat thereof recorded in Volume 13
of Plats, pages 40 and 41, records of Snohomish County, Washington ('Eot 6'�
may be incorporated into the neighborhood center that is Westgate Village. Lot 6
also abuts Edmonds Way and is to the west of. the Property. If Lot 6 is
IPM
incorporated into Westgate Village, a cross -access easement between Lot 6 and all
or a portion of the Property will be granted between Nelson and EPC2, and Lot 6
will have the benefit of the use the west Edmonds Way driveway. Notwithstanding
section 1 above, if a full -access driveway on Lot 6 to and from Edmonds Way.is
developed as part of a cross -access arrangement involving the Property, then as part
of granting approval for such access to and from Edmonds Way, the City may
require abandom-nent in whole or in part of the access at the west Westgate Village
driveway.
4. Independent Restrictions. The possible revocation of left -out access at the west
Edmonds Way driveway as provided in section 2 and the expansion of driveway
use as provided in section 3 both relate specifically to the west Edmonds Way
driveway. The two are independent of each other, are based upon independent
considerations, and do not require nor imply concurrent implementation.
5. General Provisions.
(a) This Agreement contains the entire agreement of the parties hereto and
supersedes and replaces all written and oral agreements previously made or
existing between the parties.
(b) This Agreement may only: be changed, waived, discharged or terminated by
a subsequent written instrument signed by the party against whom
enforcement of the change, waiver, discharge or termination is sought.
(c) The covenants and conditions herein contained apply to and bind the heirs,
successors, executors, administrators and assigns of the parties hereto.
DATED as first above written.
WILLIAM C. NENON III
EPC TWO LLC, a Washington limited
liability company
By: Exchange Structures, Inc., a Nevada
Corporation, its sole member
By: Q-9w"- -c_ � -,
Christine E. Toweye��ssistant
Vice President
-3-
ACC EPTED and consented to by the City of Edmonds this 'Z9 day of A P/Z / L � 2003.
THE CITY OF EDMONDS
By:
its: t4A'rc> A-
STATE OF WASHINGTON
ss.
County of King
On this day of P� 2003, before me, the undersigned, a Notary
Public in ad for the State of Washington, duly commissioned and sworn, personally
appeared. Christine E. Towey, to be known to be the Assistant Vice President of Exchange
Structures, Inc., sole member of EPC TWO LLC, the limited liability company that
executed the foregoing instrument, and acknowledged the said instrument to be free and
voluntary act and deed of said corporation, for the uses and purposes therein mentioned,
and on oath stated that he is authorized to execute the said instrument and that the seal
affixed is the corporate seal of said corporation.
DATED this day of QerA --� 2003.
ON 0
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t40TArty 1�o
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co:
PUBUC
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STATE OF WASHINGTON)
County of King
ss.
Notary Public in �nd for Ae State of
Washington residing at E, kA-, m- 4 �
Name(printed): VIE-rol-r-& e-- �'IK�L4NZ
My appointrnent expires: 2\z:,-, kot,
I certify that I know or have satisfactory evidence that WILLIAM C. NELSON III is the
person who appeared before me, and said person acknowledged that he signed this
instrument and acknowledged it to be his free and voluntary act for the uses and purposes
mentioned in the instrument.
DATED this c�Sttl day of Aee, "V-
P E
%:0- P
ublic in and for the State of
0
,N *ION
C Washington, residing at
...Fiee - -
'�4oTAR Y
Name (printed or typed): L-;;5-r- A. Pe-A,Cwn
PUBLIC My appointment expires: I-Is-lcts-
-14.9
S"X% j-J6-2D06.-*
04-7
STATE OF WASHINGTON.
) ss.
County of Snohomish
I certify that I know or have satisfactory evidence that CA &t (A � kW64o is the
person who appeared before me, and said person . ack�owl4dged that he signed this
instrument, on oath stated that he was authorized to execute the instrument and
acknowledged it as the &7 , IA V% of THE CITY OF
EDMONDS to be the free and v act of such party for the uses and purposes
mentioned in the m'strument.
DATED this Mo't' day of -A:13 hLIL,2003.
6 ot
Cot4STAN E CURTIS Notary Public in and for U, State
�UBLIC
C Washington residing at 19fo
NOTA r UBLIC
STATE OF �WASHINGTON Name (printed): (1.4vie tA,- c6 i 11, —44'5
ExPI9ES LAe
10 t
COMMISsION EXPIBES My appointment expires: 464j'6qrJ7
007
Appli;- 9. 2007
EXHIBIT A
.Legal Description of the Property
Lot A:
That portion of Lots 10 and 11, Block 2, Westgate Park, Division No. 2,
according to the plat thereof recorded in Volume 13 of Plats, pages 40
and 41, Records of Snohomish County, being described as follows:
COMMENCING at the Northeast comer of said Lot 10;
THENCE South 00'20'49"
East, 36.51 feet along the East line of said
Lot 10, also being the Westerly margin of I 00th Avenue West to the POINT
OF BEGINNING;
THENCE North 89'46'32"
West, 212.53 feet;
THENCE South 49'30'42",
West, 27.19 feet;
THENCE North 89'46'32"
West, 53.17 feet;
THENCE South 00'13'28"
West, 20.46 feet;
THENCE. South 89046'32"
East, 15.65 feet;
THENCE South 00'13'28"
West, 125.29 feet to the South -line of said
Lot 11;
THENCE South 89046'32"
East, 274.80 feet along the South line of said
Lot 11 to the East line of said Lot 10, also being the West margin of 1 00th
Avenue West; -
THENCE North 00'20'49"
East, 100.00 along the East line of said Lot 11;
THENCE North 89'46'32"
West, 2.50 feet along the North line of said
Lot 11, also being part of the Westerly margin of I 00th Avenue West;
THENCE North 00"20'49"
West, 63.49 feet along the East line of said
Lot 10, also being the West
margin of 1 00th Avenue West to the POINT OF
BEGINNING.
Lot B:
That portion of Lots 8, 9, and 10, Block 2, Westgate Park, Division No. 2,
according to the plat thereof recorded in Volume 13 of Plats, pages 40
and 41, Records of Snohomish County, being described as follows:
BEGINNING at the Northeast comer of said Lot 10;
THENCE South 00'20'49" East, 36.51 feet along the East line of said
Lot 10, also being the West margin of I 00th Avenue West;
THENCE South 89'46'32", 177.96 feet;
THENCE North 00'13'28" East, 47.89 feet;
THENCE North 17'22'0 1 " East, 6 8.18 feet;
SO
THENCE North 23'22'34" East, 64.07 feet to. a non -tangent curve having a
radial bearing of North 23022'34" East, 429.26 feet to the North line of said
Lot 8, also being the South margin of Edmonds Way (SR-104);
THENCE Southerly and Easterly along the arc of said curve through a
central angle of 16028'20". a distance of 126.28 feet;
THENCE South 35'56'37" East, 16.62 feet;
THENCE South 00'20'49" East, 89.64 feet along the East line of said Lot 9,
also being the Westerly margin of I 00th Avenue West to the POINT OF
BEGINNING.
Lot C:
That portion of Lots 7, 8, and 10, Block 2, Westgate Park, Division No. 2,
according to the plat thereof recorded in Volume 13 of Plats, pages 40
and 41, Records of Snohomish County, being described as follows:
COMMENCING at the Northeast comer of said Lot 10;
THENCE South 00'20'49" East, 36.51 feet along the East line of said
Lot 10, also being the Westerly margin of I 00th Avenue West;
THENCE North 89'46'32" West, 177.96 feet to the POINT OF
BEGINNING;
THENCE CONTINUING North 89'46'32" West, 34.57 feet;
THENCE South 49'30'42" West, 27.19 feet;
THENCE North 89'46'32" West, 53.17 feet;
THENCE North OO'l 3'28" East, 26.84 feet;
THENCE North 46'39'43" West, 70.07 feet;
THENCE North 46'32'5 1 " West, 80.31 feet to the Northwesterly line of
said Lot 7;
THENCE North 43'27'09'7 East, 197.33 feet along the Northwesterly line of
said Lot 7 to a non -tangent curve whose radius bears North 43'27'11" East,
439.26 feet;
THENCE Southerly and Easterly along said curve through a central angle of
20'04'37", an arc distance of 153.92 feet along the Northerly line of said
Lots 7 and 8, also being the Southerly margin of Edmonds Way (SR- 104);
THENCE South 23'22'34" West, 64.07 feet;
THENCE South 17'22'01" West, 68.18 feet;
THENCE North 00'13,'2811 East, 47.89 feet to the POINT OF BEGINNING.
Tract X:
That portion of Lots 7 and 10, Block 2, Westgate Park, Division No. 2,
according to the plat thereof recorded in Volume 13 of Plats, pages 40
and 41, Records of Snohomish County, being described as follows:
Wz
0 0
COMMENCING at the Northeast comer of said Lot 10;
THENCE South 00'20'49"
East, 36.51 feet along the East line of said
Lot 10, also being the Westerly margin of I 00th Avenue West;
THENCE North 89'46'32"
West, 212.53 feet;
THENCE South 49'30'42"
West, .27.19 feet;
THENCE North 89'46'32"
West, 53.17 feet to the POINT OF
BEGINNING;
THENCE North 00'13'28"
East, 26.84 feet;
THENCE North 46'39'43"
West, 70.07 feet;
THENCE North 46'32'5 1 "
West, 80.31 feet to the Northwesterly line of
said Lot 7;
THENCE South 43'27'09"
West, 103.61 feet along the Northwesterly line
of said Lot 7;
THENCE South 89'46'32"
East, 136.58 feet along the South line of said
Lot 7;
THENCE South 00020'49" East, 54.25 feet along the West line of said
Lot 10 to a point being North 89'46'32" West, 43.51 feet from said POINT
OF BEGINNING.
Tract Y:
That portion of Lots 10 and 11, Block 2, Westgate Park, Division No. 2,
according to the plat thereof recorded in Volume 13 of Plats, pages 40
and 4 1, Records of Snohomish'County, being described as follows:
COMMENCING at the Northeast comer of said Lot 10;
THENCE South 00'20'49"
East, 36.51 along the East line of said Lot 10,
also being the Westerly margin of 1 00th Avenue West;
THENCE North 89'46'32"
West, 212.53 feet;
THENCE South 49'30'42"
West, 27.19 feet;.
THENCE North 89'46'32"
West, 53.17 f6et to the POINT OF
BEGINNING;
THENCE South 00'13'28"
West, 20.46 feet;
THENCE South 89'46'32"
East, 15.65 feet;
THENCE South OO'l 3'28"
West, 125.29 feet to the South line. of said
Lot 11;
THENCE North 89946'32"
West, 57.70 feet along the South line of said
Lot 11;
THENCE North 00'20'49"
West, 145.75 feet to a point being North
89'46'32" West, 43.51 feet
from the POINT OF BEGINNING.
Wele
\1 ocatic
EXMIT B
of Edmonds Way Driveways
TRACTY
LOTA
TRACT Y BARTELL DRUGS
NEW SITE PLAN
NOSCALE
-10-
1.4 C. 1 S9 11
0 0
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
Website: www.d.edmonds.wa.us
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
May 21, 2003
Mr. David Graef
Manager of Real Estate and Leasing
The Bartell Drug Company
4727 Denver Avenue South
Seattle, WA 98134-2316
RE: Access Agreement, Westgate Village
Dear David:
GARY HAAKENSON
MAYOR
LIP I't Ikt-
(fo)
Enclosed for your information and files are two copies of the fully executed and recorded
Agreement Regarding Access to Edmonds Way.
Please don't hesitate to give me a call at 425 7710220 if you have any questions.
Sincer--Ilv
DAVID K GEBERT, PE
City Engineer
Incorporated August 11, 1890
q;cfor ('ifir - 14olzinnn .1;%nnn
RECORDING REQUESTED BY
AND WHEN RECORDED MAIL TO:
City Clerk
City of Edmonds
121 5h Avenue North
Edmonds, WA 98020
CONFORMED COPY
200305200668 10 PGS
05-20-2003 11:58am $28.00
SNOHOMISH COUNTY. WASHINGTON
[SPACE ABOVE THE LINE IS FOR RECORDER'S USE
AGREEMENT
REGARDING ACCESS TO EDMONDS WAY
GRANTOR: NELSON, William C. III
GRANTEE: THE CITY OF EDMONDS
LEGAL Lot A, Lot B, Lot C, Tract X and Tract Y of
DESCRIPTION BLA 200203075001 recorded March 7,2002
the complete legal description is on Exhibit A.
ASSESSOR'S PROPERTY TAX PARCEL ACCOUNT Nos:
006107-002-007-00, 006107-002-008-01, 006107-002-008-
02; 006107-002-011 -00
THIS AGREEMENT is dated 2003, a nd is entered into by
WILLIAM C. NELSON 111, as his separate estate ("Nelson'% as Grantor, and EPC TWO
LLC, a Washington limited liability company ("EPC2'% in favor of THE CITY OF
EDMONDS, as Grantee (the "City'�.
Recitals
A. EPC2 is the owner of the real property legally described as Lot A and Tract Y on
the attached Exhibit A, and Nelson is the owner of the real property legally described as
Lot B, Lot C and Tract X on the attached Exhibit A. Said properties together, as described
on Exhibit A, are referred to as the "Property", are part of a neighborhood retail/business
center commonly referred to as Westgate Village, and are subject to a certain Reciprocal
Easement Agreement, dated, as of March 1, 2002, recorded under Snohomish County
Recording No. 200203070234 (the "REA"), between Nelson and EPC2 that provides,
among other things, for mutual access within the Property.
B. The Property abuts Edmonds Way and 100"' Avenue. The City requires agreement
that the Property's access to Edmonds Way be subject to certain conditions.
- 1 -
C. The access on Edmonds Way will be located on portions of the Property that are
owned by Nelson, and EPC2 is a party to this Agreement on the basis of its rights and
interests under the REA.
Aareeme
Therefore, Nelson and EPC2 covenant to the City as follows:
Access to Edmonds Wa . The Property shall have two driveways on Edmonds
Way as shown on the site plan attached as Exhibit B to this Agreement. The east
Edmonds Way driveway shall operate as right-inand right -out access only. The
west Edmonds Way driveway is limited to right -in, right -out, and left -out access.
Left -in access at the west Edmonds Way driveway location is not permitted.
2. Revocation of Left -Out Access. The City may revoke left -out access at the west
Edmonds Way driveway if an accident pattern begins to develop related to the
design and function of left -out access at this location. Prior to revoking left -out
access at the west Edmonds Way driveway, the City shall confer with Nelson and
EPC2 to review accident history or other information causing the City to consider
revocation. As part of such review, the parties will discuss alternative measures to
revocation that could address any possible problem that may appear to have
developed. The City will provide Nelson and EPC2 written notification with an
explanation of its decision to revoke and will share police reports and/or other
relevant documentation of the accidents, incidents or other information upon which
the City relies to revoke the left -out access and to rule out the use of alternative
measures. The City shall reconsider its decision to revoke if, within thirty days of
the City's written notification of its decision to revoke, Nelson or EPC2 requests
*deration and provides additional evidence, analysis, or other information for
reconsi
review by the City. If, after reconsideration, the City's staff affirms its decision to
revoke the left -out access, it shall provide written notice to Nelson and EPC2, and
such decision shall be final. Nelson and EPC2 agree that they will not request
further reconsideration by the City or object to, protest or appeal the City's final
staff decision in any way or to seek damages or compensation from the City for its
decision to revoke the left -out access. If the City revokes left -out access at the west
Edmonds Way driveway for a reason other than an accident pattern related to the
left -out access at this location, Nelson and EPC2 reserve all rights and remedies
that they may have at law or in equity, including, but not limited to, the right to
seek compensation in the event of a taking if such has occurred.
3. Expansion of Driveway Use. The parties contemplate that Lot 6, Block 2,
Westgate Park, Division No. 2, according to the plat thereof recorded in Volume 13
of Plats, pages 40 and 4 1, records of Snohomish County, Washington ('Eot 6'�
may be incorporated into the neighborhood center that is Westgate Village. Lot 6
also abuts Edmonds Way and is to the west, of the Property. If Lot 6 is
-2-
incorporated into Westgate Village, a cross -access easement between Lot 6 and all
or*a portion of the Property will be granted between Nelson and EPC2, and Lot 6
will have the benefit of the use the west Edmonds Way driveway. Notwithstanding
section I above, if a full -access driveway on Lot 6 to and from Edmonds Way.is
developed as part of a cross -access arrangement involving the Property, then as part
of granting approval for such access to and from Edmonds Way, the City may
require abandonment in whole or in part of the access at the west Westgate Village
driveway.
4. Independent Restrictions. The possible revocation of left -out access at the west
Edmonds Way driveway as provided in section 2 and the expansion of driveway
use as provided'in section 3 both relate specifically to the west Edmonds Way
driveway. The two are independent of each other, are based upon independent
considerations, and do not require nor imply concurrent implementation.
5. General Provisions.
(a) This Agreement contains the entire agreement of the parties hereto and
supersedes and replaces all written and oral agreements previously made or
existing between the parties.
(b) This Agreement may only be changed, waived, discharged -or terminated by
a subsequent written instrument signed by the party against whom
enforcement of the change, waiver, discharge or termination is sought.
(c) The covenants and conditions herein contained apply to and bind the heirs,
successors, executors, administrators and assigns of the parties hereto.
DATED as first above written.
WILLIAM C. NENON III
EPC TWO LLC, a Washington limited
liability company
By: Exchange Structures, Inc., a Nevada
Corporation, its sole member
By:
Christine E. Towey
--Vice President ,]�ssistant
-3-
0
0
ACCEPTED and consented to by the City of Edmonds this 'Z9 day of A Pk I L , 2003.
THE CITY OF EDMONDS
By:
its: MAYO A,
STATE OF WASHINGTON
ss.
County of King
On this day of P, � e,,,- 2003, before me, the :undersigned, a Notary
Public in ad for the State of Washington, duly commissioned and sworn, personally
appeared Christine E. Towey, to be known to be the Assistant Vice President of Exchange
Structures, Inc., sole member of EPC TWO LLC, the limited liability company that
executed the foregoing instrument, and acknowledged the said ' instrument to be free and
voluntary act and deed of said corporation, for the uses and purposes therein mentioned,
and on oath stated that he is authorized to execute the said instrument and that the seal
affixed is the corporate seal of said corporation.
DATED this day of 52003.
&
- S.-S.
0
tAOTM
It, PLeuc
-.0-9-0ro.
STATE OF WASHINGTON)
County of King
ss.
4�L C - �J'a
Notary Public in �nd for Ae State of
Washington residing at
Name(printed):
S 19
My appointment expires: -3 k cu
I certify that I know or have satisfactory evidence that WILLIAM C. NELSON III is the
person who appeared before me, and said person acknowledged that he signed this
instrument and acknowledged it to be his free and voluntary act for the uses and purposes
mentioned in the instrument.
DATED this
day of Aee' 20
P E
..........
TWt* Public in and for the State of
0 r::,
C Washington, residing at 6n- nQ0Dj
--'-?10'0 'W-�
0 T A R y
Name (printed or typed).: Li;jA. A.- Pe-A,ilon-
PUBLIC .*,Z My appointment expires: 1-ts-lcts--
-5-
STATE OF WASHINGTON
ss.
County of
I certify that I know or have satisfactory evidence that anLkM6,1yt is the
person who appeared before me, and said person ackfiowl4d-ged that -he signed this
instrument, on oath stated that he was authorized to execute the instrument and
acknowledged it as the A 07 1 ',A V% of THE CITY OF
EDMONDS to be the free and volulary act of such party for the uses and purposes
mentioned in the instrument.
DATED this lq'—*' day of 2003.
6 CONSTAINJC CURTIS Notary Public in and for t e State
A- L t��, I f
0 PUBLIC Washington residing at
NOTAR'
OF 1A I C6
ASHINGTON Name (printed LA-1 .—;6d jlm -
STATE OF W' S
COMMIS , si ' ON EXPIRES My appointment expires: 6 4Z.64 1'r-7
07
APFW1 9. 2007
SIM
1W.461-i".1
Legal Description of the Property
Lot A:
That portion of Lots 10 and 11, Block 2, Westgate Park, Division No. 2,
according to the plat thereof recorded in Volume 13 of Plats, pages 40
and 41, Records of Snohomish County, being described as follows:
COMMENCING at the Northeast comer of said Lot 10;
THENCE South 00'20'49"
East, 36.51 feet along the East line of said
Lot 10, also being the Westerly margin of I 00th Avenue West to the POINT
OF BEGINNING;
THENCE North 8904613211
West, 212.53 feet;
THENCE South 49'30'42"
West, 27.19 feet;
THENCE North 89'46'32"
West, 53.17 feet;
THENCE South 00'13'28"
West, 20.46 feet;
THENCE South 89'46'32"
East, 15.65 feet;
THENCE South 00013'28"
West, 125.29 feet to the South line of said
Lot 11;
THENCE South 89'46'32"
East, 27.4.80 feet along the South line of said
Lot 11 to the East line of said Lot 10, also being the West margin of I 00th
Avenue West; -
THENCE North 00'20'49"
East, 100.00 along the East line of said Lot 11;
THENCE North 89'46'32"
West, 2.50 feet along the North line of said
Lot 11, also being part of the Westerly margin of I 00th Avenue West;
THENCE North 00'20'49"
West, 63.49 feet along the East line of said
Lot 10, also being the West
margin of 1 00th Avenue West to the POINT OF
BEGINNING.
Lot B:
That portion of Lots 8, 9, and 10, Block 2, Westgate Park, Division No. 2,
according to the plat thereof recorded in Volume 13 of Plats, pages 40
and 41, Records of Snohomish County,.being described as follows:
BEGINNING at the Northeast comer of said Lot 10;
THENCE South 00020'49" East, 36.51 feet along the East line of said
Lot 10, also being the West margin of I 00th Avenue West;
THENCE South 89'46'32", 177.96 feet;
THENCE North 00'13'28" East, 47.89 feet;
THENCE North 17'22'01" East, 68.18 feet;
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THENCE North 23022'34" East, 64.07 feet to. a non -tangent curve having a
radial bearing of North 23022'34" East, 429.26 feet to the North line of said
Lot 8, also being the South margin of Edmonds Way (SR-104);
THENCE Southerly and Easterly along the arc of said curve through a
central angle of 16'28'20", a distance of 126.28 feet;
THENCE South 35'56'37" East, 16.62 feet;
THENCE South 00'20'49" East, 89.64 feet along the East line of said Lot 9,
also being the Westerly margin of 1 00th Avenue West to the POINT OF
BEGINNING.
Lot C:
That portion of Lots 7, 8, and 10, Block 2, Westgate Park, Division No. 2,
according to the plat thereof recorded in Volume 13 of Plats, pages 40
and 41, Records of. Snohomish County, being described as follows:
COMMENCING at the Northeast comer of said Lot 10;
THENCE South 00'20'49" East, 36.51 feet along the East line of said
Lot 10, also being the Westerly margin of 1 00th Avenue West;
THENCE North 89'46'32" West, 177.96 feet to the POINT OF
BEGINNING;
THENCE CONTINUING North 89'46'32" West, 34.57 feet;
THENCE South 49'30'42" West, 27.19 feet;
THENCE North 89'46'32" West, 53.17 feet;
THENCE North 00'13'28" East, 26.84 feet;
THENCE North 46'39'43" West, 70.07 feet;
THENCE North 46'32'5 1 " West, 80.31 feet to the Northwesterly line of
said Lot 7;
THENCE North 43'27'09" East, 19733 feet along the Northwesterly line of
said Lot 7 to a non -tangent curve whose radius bears North 43'27'11 " East,
439.26 feet;
THENCE Southerly and Easterly along said curve through a central angle of
20'04'37", an arc distance of 153.92 feet along the Northerly line of said
Lots 7 and 8, also being the Southerly margin of Edmonds Way (SR- 104);
THENCE South 23'22'34" West, 64.07 feet;
THENCE South 17'22'01" West, 68.18 feet;
THENCE. North 00'13'28" East, 47.89 feet to the POINT OF BEGINNING.
Tract X:
That portion of Lots 7 and 10, Block 2, Westgate Park, Division No. 2,
according to the plat thereof recorded in Volume 13 of Plats, pages 40
and 41, Records of Snohomish County, being described as follows:
ME
COMMENCING at the Northeast comer of said Lot 10; *
THENCE South 00'20'49"
East 36.51 feet along the East line of said
Lot 10, also being the Westerly margin of I 00th Avenue West;
THENCE North 89'46'32"
West, 212.53 feet;
THENCE South 49'30'4211
West, 27.19 feet;
THENCE North 89'46'32"
West, 53.17 feet to the POINT6F
BEGINNING;
THENCE North 000 13'28"
East, 26.84 feet;
THENCE North.46'39'43"
West, 70.07 feet;
THENCE North 46 03 2'5 1 "
West, 8 0.3 1 feet to the Northwesterly line of
said Lot 7;
THENCE South 43'27'09"
West, 10 3.61 feet along the Northwesterly line
of said Lot 7;
THENCE South 89046'32"
East, 136.58 feet along the South line of said
Lot 7;
THENCE South 00020'49"
East, 54.25 feet along the West line of said
Lot 10 to a point being North 89'46'32" West, 43.51 feet from said POINT
OF BEGINNING.
Tract Y:
That portion of Lots 10 and 11, Block 2, Westgate Park, Division No. 2,
according to the plat thereof recorded in Volume 13 of Plats, pages 40
and 4 1, Records of Snohomish County, being described as follows:
COMMENCING at the Northeast comer of said Lot 10;
THENCE South 00'20'49" East, 36.51 along the East line of said Lot 10,
also being the Westerly margin of 1 00th Avenue West;
THENCE North 89'46'32" West, 212.53 feet;
THENCE South 49'30'42" West, 27.19 feet;.
THENCE North 89'46'32" West, 53.17 feet to the POINT OF
BEGINNING;
THENCE South 00'13'28" West, 20.46 feet;
THENCE South 89'46'32" East, 15.65 feet;
THENCE South 00'13'28" West, 125.29 feet to the South line of said
Lot 11;
THENCE North 89546.'32" West, 57.70 feet along the South line of said
Lot 11;
THENCE North 00'20'49" West, 145.75 feet to a point being North
89'46'32" West, 43.51 feet from the POINT OF BEGINNING.
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CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 FAX (425) 771-0221
Website: www.d.edmondsma.us
DEVELOPMENT SERVICES DEPARTMENT
Planning Building Engineering
February 6, 2003
Tasha L. Atchison, P.E.
The Transpo Group
11730 118'h Avenue N.E., Suite 6.00
Kirkland, WA 98034712
RE: Westgate Village Access Agreement
Dear Ms. Atchison:
GARY HAAKENSON
MAYOR
The Edmonds City Engineer and City Attorney have concerns regarding the Westgate
Village Access Agreement prepared for your client, and in its present form, the City of
Edmonds will not sign this agreement. Sections 2, 3 and 4 contain wording contrary to
the intent of the Mitigated Determination of Nonsignificance (MDNS). The proposed
access agreement seems to presume or create a right where none exists. There is no
appeal from an administrative or legislative decision to remove left turn access. The City
of Edmonds requires that the conditions of the MDNS be fully implemented.
The wording of Section 3 does not conform to the requirement that this be a "no protest"
agreement. The "no protest" clause is to waive all right of protest if, at some point in the
future, the City deems this access point as unsafe or hampering the capacity of SR 104
and decides to prohibit left turn movement at this location.
We appreciate your desire to quantify accident data for establishing a threshold at which
the City would remove the left turn movement into the site from SR 104 westbound.
However, other circumstances may arise requiring the closure of this left turn movement,
such as corridor roadway improvements, several reported near misses or a City Council
adopted resolution. Section 2 of the agreement needs to give the City the discretion to
close this access point.
In addition, delete paragraph 4 — this agreement should not expire. In paragraph 5,
Expansion of Driveway Use, beginning at the third sentence ("The City agrees that a
cross -access easement ......... ), this paragraph needs to be rewritten. As written, it does
not say that the owners (Nelson and EPC2) agree to grant the property to the west an
easement as required by the City's conditions. '
Your cover letter dated January 15, 2003 requests that the access agreement be filed in
King County. The project site and the City of Edmonds are located in Snohomish
County. The approved access agreement will be filed in Snohomish County.
Incorporated August 11, 1890
.4;iqtpr r.ihi - Holzin;%n .1;%nnn
Tasha L. Atchison, P.E
Transpo Group
February 6, 2003
Page 2
We will be happy to meet with you to discuss the agreement of you wish. Please feel free
to call me with any questions at 425-771-0220, Ext. 1328.
S' cerely,
DARRELL C. SMITH, P.E.
Traffic Engineer
DCS/crnc
c: David K. Gebert, City Engineer
Scott Snyder. City Attorney
SAENGR\DARRUL\DeYebpn=ft RevimANo Proteg Lew.doc
VARLANCE
Declarations of compliance with the criteria for approval
Increase sign height standard
Lot A
Request:
We are proposing to increase the maximum sign height from 14 feet to 21 feet for the
proposed Bartell Drugs project on the S.W. comer of Edmonds Way & I Oe Ave W.
The applicant is proposing to place four signs on proposed building "N'. One sign will
be placed on the east face of the building advertising a drive-thru pharmacy and one -hour
photo services, another sign will placed on the diagonal, northeast comer which will be
the main store sign. The third and forth sign will be placed on the north face of the
building; one will be a store sign, the other a directional sign pointing to the drive-thru
pharmacy. Please refer to the attached plan set for exact placement and elevation of each
sign.
Proposal complies with criteria for approval as follows:
A. Special Circumstances:
That, because of special circumstances relating to the property, the strict enforcement
of the zoning or&nance would deprive the owner of use rights andprivileges
permitted to other properties in the -vicinity with the same zoning. -
The zoning code allows for the type of building we are proposing and the auto -
oriented nature of the intersection at which the building will be located encourages
auto -oriented retail. In the same manner, the comprehensive plan also encourages
auto -oriented retail. Thus, a large building fa�ade is not only warranted, but by the
very nature of the vicinity, it is encouraged. Furthermore, the large retail building
that is being proposed is in compliance with the characteristics of the surrounding
area. As the site warrants and encourages large building facades, a small sip at an
elevation of fourteen feet above grade would be out of scale and therefore not in
compliance with the design criteria. It is because of these circumstances that we are
requesting a variance.
Bartell Drugs is a large chain of retail drug stores. As a part of their marketing efforts
to create consumer awareness and brand recognition they have implemented a
standard design that all new buildings must adhere to. Part of that design standard
calls for certain sight lines between the signs and street traffic. Due to the fact that
the proposed building will be set back away from the Edmonds Way, the sign copy
needs to be placed at a height greater than 14 feet in order for it to be easily
recognizable by traffic passing by.
0
Other businesses in the immediate vicinity have been granted variances to the sign
height code. These businesses signs very in height from 15-20.5 feet.
Therefore, due to special circumstances relating to the property, the strict
enforcement of the zoning ordinance would deprive us of the rights and privileges
permitted to other properties in the vicinity with the same zoning.
B. Special Privilege:
That the approval of the variance would not be a grant of special privilege to the
property in comparison with the limitations upon other properties in the vicinity with
the same zoning.
The approval of this variance would not be a grant of special privilege in comparison
to other properties in the vicinity with the same zoning. Several requests for similar
variances have been submitted and approved by the City of Edmonds. The following
are examples of applications, similar to ours, that were previously submitted and
approved; I will use their file numbers to reference them:
1. V-2000-63
2. V-93-190
3. V-10-91
C. Comprehensive Plan
7hat the approval of the variance will be consistent with the comprehensive plan.
The Growth Management Act compliant Comprehensive Plan of the City of Edmonds
encourages the development of the Westgate Corridor in a manner that will serve
both neighborhood and regional through traffic. The Comprehensive Plan recognizes
the Westgate Corridor as a Community Commercial area. It also states that, "By
virtue of this location, this corridor serves as both a key transportation corridor and as
an entry into the downtown." It then goes on to state that, "Development within the
Westgate Corridor should be designed to recognize its role as part of an entry way
into Edmonds and the downtown."
In light of the latter paragraph, we see that not only does this proposed development
need to reflect the requirements of the zone which it is in, but, according to the
comprehensive plan, it should be designed in such a way as to recognize its role as
part of the entryway into Edmonds and the downtown area. Thus the applicant is in
the difficult position of creating a site that addresses and upholds two City of
Edmonds standards that seem to oppose each other. The applicant is challenged to
develop a site that is hospitable to pedestrians in an area that is by its very nature a
pedestrian hostile environment.
By placing trellises throughout the proposed site, the applicant helps to fie this
development into the design and culture of downtown Edmonds. Trellises help to
make a warmer, more natural transition when traveling from the Westgate area west,
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into downtown Edmonds. They also help to make the site more hospitable to
pedestrians in an auto -oriented area, thus further fulfilling the goals of the
comprehensive plan.
The zoning code for this property allows for the type of building proposed. The auto -
oriented nature of this intersection encourages auto -oriented retail, and the
comprehensive plan encourages auto -oriented retail. Thus, a large building facade is
not only warranted, but by the very nature of the vicinity it is encouraged. Therefore,
the approval of the variance will be consistent with the comprehensive plan.
D. Zoning Ordinance
That the approval of the variance will be consistent with the purposes of the zoning
ordinance and the zone district in which the property is located
The proposed use of our land is to construct a retail building that will meet or exceed
the BN zone requirements (this lot is zoned BN).
Our proposal complies with all of the zoning requirements except for the requirement
for which we are requesting relief We are not asking for a re -zone, nor are we
attempting to deviate from the use standard. Rather, we are asking for a deviation
from the bulk standard. Approval of this variance would actually help us to better
comply with the use standards and the comprehensive plan.
Therefore the proposal is consistent with the Zoning Ordinance.
E. Not Detrimental
7hat the variance as approved or conditionally approved will not be significantly
detrimental to the public health, sa)rety and weya're or injurious to the property or
improvements in the vicinity and same zone.
The area in which this project will be located is surrounded by buildings of similar
use and design. Like many of the other buildings, our. signage will be located on the
building itself. Placing the signage on the building keeps it from being detrimental to
the public health, safety and welfare as well as prevents it from being injurious to the
property or improvements in the vicinity and same zone. The mounting height of the
sign will not block views or negatively affect the adjacent properties.
Therefore approval of this variance will not be significantly detrimental to the public
health, safety and welfare or injurious to the property or improvements in the vicinity
and same zone.
F. Minimum Variance
That the approved variance is the minimum necessaiy to allow the owner the fights
enjoyed by other properties in the vicinity with the same zoning.
The variance we are asking for is the minimum necessary to achieve a uniform
building design. A sign copy at a lower height than that of which we have asked for
would appear unbalanced and out of proportion. Also, many other buildings in the
E
same area with the same zoning have been allowed variances to exceed the 14 foot
sign height standard.
Therefore, we are requesting the minimum variance necessary to allow us the rights
enjoyed by other properties in the vicinity with the same zoning.
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VARUNCE
Declarations of compliance with the criteria for approval
Increase sign area standard
Lot B
Request:
We are proposing to increase the standard sign area from 120 square feet to 154 square
feet for the existing retail building "B" located on the S.W. comer of Edmonds Way &
lOeAveW. This building is currently oriented toward the east with its entrances and
signage on the east side of the building and a freestanding sign located on the S.W. comer
of Edmonds Way & 100th Ave W. The sign area is currently calculated by drawing an
imaginary box around the sign lettering and finding the area of the box. That figure is
then added to the sign area of the freestanding sign to find total sign area.
In light of the new proposed development that will be taking place just west of building
"B", we are proposing to place additional entrances on the west side of the building so
that it may also orient itself to traffic coming from that side as well. In order for the
stores to be recognized from the west, retailers wish to place additional signage above
their west entrances that would be identical to that of which is placed above the east
entrances. As opposed to the previous way of calculating sign area, we are proposing to
use "Channel Letters!' for each sign, and will calculate their area by finding the volume of
each, individual letter; the sum of which will not exceed 120 square feet. This number
would then be added to the 34 square feet of signage that building "B" occupies on the
freestanding sign on the comer for a total of 154 square feet of signage.
Compliance with criteria for approval:
A. Special Circumstances:
Mat, because of special circumstances relating to the property, the strict enforcement
of the zoning ordinance would deprive the owner of use rights andprivileges
permitted to other properties in the vicinity with the same zoning.
The area in which the proposed development is to occur consists of a combination of
special circumstances. The first circumstance is that the site is comprised of three
separate lots, each lot owned by a separate, private owner. In order to create a
development that is a cohesive, unified development, the three property owners have
worked together and come up with a way to develop the three lots in a like fashion.
However, because of the way the lots are configured, and due to an already existing
retail building, the layout options for this development are limited.
Currently, building "B" is designed in such a way that all entrances to its retail stores
are located on the east side of the building. Therefore, the signage for these stores is
also placed on the eastside of the building. However, in light of the new, cohesive
site design occurring to the west, the applicant is compelled to address the west face
of the building with entrances and signage. The eastside entrance will continue to
utilize its existing parking and appeal to vehicular traffic traveling on Edmonds Way
and 100'b Ave W. In addition we are proposing to place signage on the west side
fagade of the building, which would serve three purposes. First, it will appeal to the
vehicular traffic traveling eastbound on Edmonds Way, second, it would cater to
pedestrian traffic that is currently shopping within the proposed development, and
third, it would work to eliminate a long, blank wall on the west face of building "B".
These three things work together with the site design of the proposed development to
create a cohesive site design.
One problem that arises when beginning to look at placing signage on the west side of
the building is how to calculate sign area. ECDC 20.60.25(l) allows for I square foot
of signage per linear foot of building wall. Building "B" is 120 feet long, thus under
the code it is allowed 120 square feet of signage. However, if building "B" where
split down the middle, from north to south, and each side had separate vendors, the
code would allow for each side of the building to have up to 120 square feet of
signage, for a total building signage of 240 square feet. Since that is not the case, but
rather the building is a through building that will have entrances on both the east and
west side, the vendors are penalized and allowed only 120 square feet of total sign
area for the entire building.
In light of the above special circumstances relating to the subject property, the strict
enforcement of the zoning ordinance would deprive the owners of the use rights of
their land.
B. Special Privilege:
7hat the approval of the variance would not be a grant of special privilege to the
property in comparison with the limitations upon other properties in the vicinity with
the some zoning.
Several businesses in the Westgate area that have comer lot frontage have signs that
are oriented in multiple directions in order to address the auto -oriented nature of the
vicinity. Chevron has a canopy over their gas pumps that carries signage facing both
east and west. Robin Hood Lanes also has a dual facing sign that addresses east and
westbound traffic. Other properties in the area that don't have multiple signs do so
because, for one reason or another, the orientation of their building does not lend
itself to advertise to multiple directions of traffic. In some cases the building is built
up against a hill in others the building has another structure directly behind or
adjacent to it. Either way, only one side of the building has street frontage, thus one
sign.
In comparison, the existing building "B" has store frontage that faces both east and
westbound traffic. If building "B" were split down the middle, fi7om north to south,
and each side had separate vendors, the code would allow for each side of the
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building to have up to 120 square feet of signage, for a total building signage of 240
square feet. Since that is not the case, but rather the building is a through building
that will have entrances on both the east and west side, the vendors are penalized and
allowed only 120 square feet of signage for the entire building.
Therefore, approval of this variance would not be a grant of special privilege in
comparison to the limitations upon other properties in the vicinity with the same
zoning.
C. Comprehensive Plan
That the approval of the variance will be consistent with the comprehensive plan.
The Growth Management Act compliant Comprehensive Plan of the City of Edmonds
encourages the development of the Westgate Corridor in a manner that will serve
both neighborhood and regional through traffic. The Comprehensive Plan recognizes
the Westgate Corridor as a Community Commercial area. It also states that, "By
virtue of this location, this corridor serves as both a key transportation corridor and as
an entry into the downtown." It then goes on to state that, "Development within the
Westgate Corridor should be designed to recognize its role as part of an entry way
into Edmonds and the downtown."
The zoning code for this property allows for the type of building proposed. The auto -
oriented nature of this intersection encourages auto -oriented retail, and the
comprehensive plan encourages auto -oriented retail. Thus, having signage that
addresses both east and westbound traffic is not only warranted, but by the very
nature of the vicinity it is encouraged.
By placing signage on both sides of the building, it not only caters to the auto -
oriented nature of the area, but it helps fulfill the goals of both the BN zone and the
Community Commercial development standards. One of these goals is to provide a
pedestrian -scale design to the buildings that will promote pedestrian activity. By
placing signage on the east side of the building we fulfill the goals of appealing to the
auto -oriented nature of the vicinity, and by putting signage on the west side of the
building we further fulfill the goals for auto -oriented areas, the design standards, and
create an easy, fluid way for pedestrian traffic to recognize which stores they desire to
visit and move from one to the other. By placing entrances and signage on both sides
of the building, long stretches of blank, concrete walls are broken up and made to
look more attractive and unified thus fiilfilling the design criteria of the City of
Edmonds.
Furthermore, under the "Auto Oriented Commercial" heading of the City of Edmonds
Urban Design Guidelines there is a section (section four on page 16) that deals with
"Transportation Orientation." In this section it states, "A developer should also take
into account that shoppers in a regional commercial area may wish to walk from store
to store after parking. Therefore, inter -property access should be provided where
possible." The latter is the exact goal of the applicant. By being allowed to place
entrances and signage on both the east and west side of building "B", the goals of the
comprehensive plan and the urban design guidelines are met.
Therefore, the approval of the variance will be consistent with the comprehensive
plan.
D. Zoning Ordinance
That the approval of the variance will be consistent with thepurposes of the zoning
ordinance and the zone district in which the property is located
The proposed use of the subject site is to remodel an existing retail building in a
fashion that will meet or exceed the BN zone requirements (the subject site is zoned
BN).
Our proposal complies with all of the zoning requirements except for the requirement
for which we are requesting relief We are not asking for a re -zone, nor are we
attempting to deviate from the use standard. Rather, we are asking for a deviation
from the bulk standard. Approval of this variance would actually help us to better
comply with the use standards and the comprehensive plan.
Therefore the proposal is consistent with the Zoning Ordinance.
E. Not Detrimental
nat the variance as a
pproved or conditionally approved will not be significantly
detrimental to the public health, safety and weffiare or injurious to the property or
improvements in the vicinity and same zone
Buildings of similar use and design surround the area in which this project will be
located. Like many of the other buildings, our signage will be located on the building
itself Placing the signage on the building keeps it from being detrimental to the
public health, safety and welfare as well as prevents it from being injurious to the
property or improvements in the vicinity and same zone. Neither the mounting height
nor the area of the signs will not block views or negatively affect the adjacent
properties.
Therefore approval of this variance will not be significantly detrimental to the public
health, safety and welfare or injurious to the property or improvements in the vicinity
and same zone.
F. Minimum Variance
y7wl the approved variance is the minimum necessary to allow the owner the rights
enjoyed by other properties in the vicinity with the same zoning.
The variance we are asking for is the minimum necessary to achieve a uniform
building design as demonstrated by our project description at the beginning of this
declaration. A sign copy that is located on only one side of the building would not
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effectively address the auto -oriented nature of the vicinity nor would it truly
accomplish the goals of a community commercial area. It would leave the buildings
looking unbalanced to vehicular traffic, and lacking continuity to pedestrian traffic
and building design.
Therefore, we are requesting the minimum variance necessary to meet the design
standards and achieve the goals of the comprehensive plan.
0
VARL4LNCE
Declarations of compliance with the criteria for approval
Increase sign height standard
Lot C
Request:
We are proposing to increase the maximum sign height from 14 feet to 23'-8" for the
proposed building "C" located in the proposed Westgate Village project on the S.W.
comer of Edmonds Way & 100th Ave W. The applicant is proposing to place six signs
(which will read the respective stores name) on the north face of the building. Please
refer to the attached plan set for exact placement and elevation of each sign.
Proposal complies with criteria for approval as follows:
A. Special Circumstances:
Aat, because of special circumstances relating to the property, the strict enforcement
of the zoning ordinance would deprive the owner of use rights andprivileges
permitted to other properties in the vicinity with the same zoning.
The zoning code allows for the type of building we are proposing and the auto -
oriented nature of the intersection at which the building will be located encourages
auto -oriented retail. In the same manner, the comprehensive plan also encourages
auto -oriented retail. Thus, a large building fa�ade is not only warranted, but by the
very nature of the vicinity, it is encouraged. Furthermore, the large retail building
that is being proposed is in compliance with the characteristics of the surrounding
area. As the site warrants and encourages large building facades, a small sign at an
elevation of fourteen feet above grade would be out of scale and therefore not in
compliance with the design criteria. It is because of these circumstances that we are
requesting a variance.
Other businesses in the immediate vicinity have been granted variances to the sign
height code. These businesses signs very in height fi7om 15-20.5 feet.
Therefore, due to special circumstances relating to the property, the strict
enforcement of the zoning ordinance would deprive us of the rights and privileges
permitted to other properties in the vicinity with the same zoning.
B. Special Privilege:
Yhat the approval of the variance would not be a grant of special privilege to the
property in comparison with the limitations upon other properties in the vicinity with
the same zoning.
The approval of this variance would not be a grant of special privilege in comparison
to other properties in the vicinity with the same zoning. Several requests for similar
0 0
variances have been submitted and approved by the City of Edmonds. The following
are examples of applications, similar to the one we are submitting, that were
previously submitted and approved; they are referenced below by their respective file
number.
1. V-2000-63
2. V-93-190
3. V-10-91
C. Comprehensive Plan
That the approval of the variance will be consistent with the comprehensive plan.
The Growth Management Act compliant Comprehensive Plan of the City of Edmonds
encourages the development of the Westgate Corridor in a manner that will serve
both neighborhood and regional through traffic. The Comprehensive Plan recognizes
the Westgate CorTidor as a Community Commercial area. It also states that, "By
virtue of this location, this corridor serves as both a key transportation corridor and as
an entry into the downtown." It then goes on to state that "Development within the
Westgate Corridor should be designed to recognize its role as part of an entry way
into Edmonds and the downtown." -
In light of the latter paragraph, we see that not only does this proposed development
need to reflect the requirements of the zone which it is in, but, according to the
comprehensive plan, it should be designed in such a way as to recognize its role as
part of the entryway into Edmonds and the downtown area. Thus the applicant is in
the difficult position of creating a site that addresses and upholds two City of
Edmonds standards that seem to oppose each other. The applicant is challenged to
develop a site that is hospitable to pedestrians in an area that is by its very nature a
pedestrian hostile environment.
By placing trellises throughout the proposed site, the applicant helps to tie this
development into the design and culture of downtown Edmonds. Trellises help to
make a warmer, more natural transition when traveling fi7om the Westgate area west,
into downtown Edmonds. They also help to make the site more hospitable to
pedestrians in an auto -oriented area, thus further fulfilling the goals of the
comprehensive plan.
The zoning code for this property allows for the type of building proposed. The auto -
oriented nature of this intersection encourages auto -oriented retail, and the
comprehensive plan encourages auto -oriented retail. Thus, a large building facade is
not only warranted, but by the very nature of the vicinity it is encouraged. Therefore,
the approval of the variance will be consistent with the comprehensive plan.
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D. Zoning Ordinance
That the approval of the variance will be consistent with the purposes of the zoning
ordinance and the zone district in which the property is located
The proposed use of the subject property is to construct a retail building that will
meet or exceed the BN zone requirements (this lot is zoned BN).
Our proposal complies with all of the zoning requirements except for the requirement
for which we are requesting relief We are not asking for a re -zone, nor are we
attempting to deviate from the use standard. Rather, we are asking for a deviation
from the bulk standard. Approval of this variance would actually help us to better
comply with the use standards and the comprehensive plan.
Therefore the proposal is consistent with the Zoning Ordinance.
E. Not Detrimental
Aat the variance as approved or conditionally approved will not be significantly
detrimental to the public health, safety and weffare or injurious to the property or
improvements in the vicinity and same zone.
The area in which this project will be located is surrounded by buildings of similar
use and design. Like many of the other buildings, our signage will be located on the
building itself. Placing the signage on the building keeps it from being detrimental to
the public health, safety and welfare as well as prevents it from being injurious to the
property or improvements in the vicinity and same zone. The mounting height of the
sign will not block views or negatively affect the adjacent properties
Therefore approval of this variance will not be significantly detrimental to the public
health, safety and welfare or injurious to the property or improvements in the vicinity
and same zone.
F. Minimum Variance
7hat the approved variance is the minimum necessary to allow the owner the rights
enjoyed by other properties in the vicinity with the same zoning.
The variance we are asking for is the minimum necessary to achieve a uniform
building design. A sign copy at a lower height than that of which we have asked for
would appear unbalanced and out of proportion. Also, many other buildings in the
same area with the same zoning have been allowed variances to exceed the 14 foot
sign height standard.
Therefore, we are requesting the minimum variance necessary to allow us the rights
enjoyed by other properties in the vicinity with the same zoning.
VARLAACE
Declarations of compliance with the criteria for approval
Freestanding Sign Setback Reduction
Lot A
Request:
The applicant is requesting a variance to reduce the required street setback for a
freestanding sign fi7om 20 feet to 0 feet.
The proposed sign wfll be located in a landscaped peninsula adjacent to the street right -of
way directly to the south of the northern vehicle entrance to Lot A (See site plan). The
proposed sign area will meet the limiting standard for sign area. The sign is mounted on
a monument structure designed to enhance the site design. The top of the sign structure
will be 10 feet above grade and the top of the illuminated sign face will be approximately
8 feet above finished grade.
In this case there is an additional criteria to discuss and that is need for a variance at all.
Staff has asserted that freestanding signs are structures as defined in ECDC § 21.90.150,
and thus are required to comply with required lot line setbacks.
Discussion of Staff Interpretation
ECDC § 21.90.150 States "Structure: Structure means a combination of materials
constructed and erectedpermanently on the ground or attached to something having a
permanent location on the ground Not included are residentialfences less than sixftet
in height, retaining walls, rockeries, and similar improvements of a minor character less
than threefeet in height. "
Staff has recently interpreted that a freestanding sign is a structure greater than 3 feet in
height and is therefore not exempt from setback requirements. However, ECDC
21.90.15.0 states, "Not included are residentialfences less than sixfeet in height,
retaining walls; rockeries, and similar improvements of a minor character less than three
feet in height. " The sentence as a whole could be interpreted (as staff has in this
instance) to say that minor structures less than three feet in height are exempt. However,
this section could also be interpreted to say that minor structures less than six feet in
height, or for that manor any minor structure could be exempt. Thus we could safely
state that this code section is vague and even ambiguous.
In the case of a vague and ambiguous code section we must examine two important
interpretive factors. First, is there any intent in the code that would sway the
interpretation, and second, is there a long-term consistent interpretation.
ECDC 20.60.045(A) states, "Permanentfteestanding signs are discouraged
Freestanding signs shall be approved only where the applicant demonstrates by
substantial evidence that there are no reasonable aWfeasible alternative signage
methods to provide for adequate identification andlor advertisement. "
0
Though this section does not indicate a need to reduce or maintain setbacks, it does speak
to the need to use freestanding signs to provide adequate identification. If a freestanding
sign is required to setback 20 feet from the street right-of-way line, which in turn is
setback, from the driving surface of the street; a freestanding sign cannot possibly
provide adequate business or building identification. Thus there is language in the code
to sway an interpretation of a'Vague a nd ambiguous code section.
The second issue is to examine constructed signage to determine if there is a long-term
consistent interpretation. There are only two commercial zones that require street
setbacks; those are the BN zone and the CG zone. The CG zone ins primarily on
Highway 99 and the BN zone is located at various sites throughout the City, including the
intersection of Puget Way and Olympic View Drive, the intersection of 76th Ave W and
2120'St SW, the intersection of 212'h St SW and 8e Ave W (Five Comers) and the
subject site located at the intersection of Edmonds Way and 10e Ave W. An inspection
of each of these described locations found no (not a single one) freestanding sign that
complied with the required street setbacks of the zone in which they were located.
Identifying pictures have been attached. This inspection proves that there is a long-term
consistent interpretation.
Thus, through this process, we have found that the code section requiring freestanding
signs to comply with the required street setbacks is vague and ambiguous, we have found
code support to interpret that the freestanding signs should be exempt from setbacks, and
we have found a long-term consistent interpretation exempting freestanding signs from
setbacks. Therefore, the subject freestanding signs should be exempt from the
requirements to comply with street setbacks without the need for a variance.
Discussion of compliance for approval of a variance:
Compliance with criteria for approval of a variance (ECDC 20.85):
A. Special Circumstances:
That, because of special circumstances relating to the property, the strict enforcement
of the zoning ordinance would deprive the owner of use rights andprivileges
permitted to other properties in the vicinity with the same zoning.
The subject site is oddly shaped with a large portion of the site sloping up hill steeply.
Additionally the site is a comer lot bounded on both sides by five lane streets,
creating an automobile oriented designation according to the design element of the
comprehensive plan. Due to the automobile oriented nature of the site, visibility and
identification are extremely important. Further, the topography of the site requires all
feature of the site to be pushed forward toward the street. Thus, compliance with the
required setback would cause the sign to be placed partially in a parking lot drive
aisle.
Therefore due to special circumstance the strict enforcement of the zoning ordinance
would deprive the owner of use rights and privileges. permitted to other properties in
the vicinity with the same zoning.
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B. Special Privilege:
Aat the approval of the variance would not be a grant of special privilege to the
property in comparison with the limitations upon other properties in the vicinity with
the same zoning.
There are only two commercial zones that require street setbacks; those are the BN
zone and the CG zone. The CG zone is primarily located on 11ighway 99 and the BN
zone is located at various sites throughout the City, including the intersection of Puget
Way and Olympic View Drive, the intersection of 76h Ave W and 21 P St SW, the
intersection of 21P St SW and 84b Ave W (Five Comers) and the subject site
located at the intersection of Edmonds Way and 10e Ave W. An inspection of each
of these described locations found no (not a single one) freestanding sign that
complied with the required street setbacks of the zone in which they were located.
Identifying pictures have been attached.
Therefore the approval of this variance would clearly not be a grant of special
privilege to the property in comparison with the limitations placed upon other
properties in the vicinity because no sign in the vicinity within the same zone, or in
any other vicinity. in the same or other zones complies with the this setback
requirement.
C. Comprehensive Plan
7hat the approval of the variance will be consistent with the comprehensive plan.
The Design Element of the Comprehensive Plan indicates that sites with frontage on
streets with five or more lanes are automobile oriented. This site is a comer lot
fronting on two streets, each with five lanes. Thus this site is designated by the
Comprehensive Plan as automobile oriented. Also the design guidelines encourage
signs to be integrated as partof the overall development. We are proposing signs
directed at automobile use, as well as being integrated into the overall development.
Therefore the approval of the variance will be consistent with the comprehensive
plan.
D. Zoning Ordinance
That the approval of the variance will be consistent with the Purposes of the zoning
ordinance and the zone district in which the property is located
our proposal complies with all of the zoning requirements except for the requirement
for which we are requesting relief We are not asking for a re -zone , nor are we
attempting to deviate from the use standard. Rather, we are asking for a deviation
from the bulk standard. Approval of this variance would actually help us to better
comply with the use standards and the comprehensive plan.
Therefore the proposal is consistent with the Zoning Ordinance.
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E. Not Detrimental
That the variance as approved or conditionally approved will not be significantly
detrimental to the public health, safety and weffare or injurious to the property or
improvements in the vicinity and same zone.
The proposed sign is to be located outside of the site distance triangle for the access
point. The sign will not block or alter site distance or traffic safety for any of the
adjacent or nearby streets. No other discemable hazards could be generated.
Additionally, the sign is to be integrated into the design characteristics of the site, the
on site building and the two adjacent buildings in this proposal.
Therefore approval of this variance will not be significantly detrimental to the public
health, safety and welfare or injurious to the property or improvements in the vicinity
and same zone.
F. Minimum Variance
That the approved variance is the minimum necesswy to allow the owner the rights
enjoyed by other properties in the vicinity with the same zoning.
The sign is to be located in the one area on the site that will provide clear view to the
passing vehicle traffic to whom the sign copy is intended without blocking the view
of the on site buildings, parking, and without generating a traffic hazard.
Therefore, we are requesting the minimum variance necessary to meet the design
standards and achieve the goals of the comprehensive plan.
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VARLANCE
Declarations of compliance with the criteria for approval
Freestanding Sign Setback Reduction
Lot C
Request:
The applicant is requesting a variance to reduce the required street setback for a
freestanding sign from 20 feet to 0 feet.
The proposed sign will be located in a landscaped peninsula adjacent to the street right -of
way directly to the south of the northern vehicle entrance to Lot C (See site plan). The
proposed sign area will meet the limiting standard for sign area. The sign is mounted on
a monument structure designed to enhance the site design. The top of the sign structure
will be 10 feet above grade and the top of the illuminated sign face will be approximately
8 feet above finished grade.
In this case there is an additional criteria to discuss and that is need for a variance at all.
Staff has asserted that freestanding signs are structures as defined in ECDC § 21.90.150,
and thus are required to comply with required lot line setbacks also as required in Title
Discussion of Staff Interpretation
ECDC § 21.90.150 States "Structure: Structure means a combination of materials
constructed and erectedpermanently on the ground or attached to something having a
permanent location on the ground Not included are residentialfences less than sixfeet
in height, retaining walls, rockeries, and similar improvements ofa minor character less
than threefeet in height. "
Staff has recently interpreted that a freestanding sign is a structure greater than 3 feet in
h eight and is therefore not exempt from setback requirements. However, ECDC
21.90.150 states, "Not included are residentialfences less than sixfeet in height,
retaining walls, rockenes, and similar improvements of a minor character less than three
feet in height. " The sentence as a whole could be interpreted (as staff has in this
instance) to say that minor structures less than three feet in height are exempt. However,
this section could also be interpreted to say that minor structures less than six feet in
height, or for that matter any minor structure could be exempt. Thus we could safely
state that this code section is vague and even ambiguous.
In the case of a vague and ambiguous code section we must examine two important
interpretive factors. First, is there any intent in the code that would sway the
interpretation, and second, is there a long-term consistent interpretation.
ECDC 20.60.045(A) states, "Perinanenifteestanding signs are &scouraged
Freestanding signs shall be approved only where the applicant demonstrates by
E
0
substantial evidence that there are no reasonable andfeasible alternative signage
methods to provide for adequate identification andlor advertisement. "
Though this section does not indicate a need to reduce or maintain setbacks, it does speak
to the need to use freestanding signs to provide adequate identification. If a freestanding
sign is required to setback 20 feet from the street right-of-way line, which in turn is
setback, from the driving surface of the street; a freestanding sign cannot possibly
provide adequate business or building identification. Thus there is language in the code
to sway an interpretation of a vague and ambiguous code section.
The second issue is to examine constructed signage to determine if there is a long-term
consistent interpretation. There are only two commercial zones that require street
setbacks; those are the BN zone and the CG zone. The CG zone is primarily located on
Highway 99 and the BN zone is located at various sites throughout the City, including the
intersection of Puget Way and OlyTxic View Drive, the intersection of 7e Ave W and
212�h St SW, the intersection of 212 St SW and 84th Ave W (Five Comers) and the
subject site located at the intersection of Edmonds Way and 10& Ave W. An inspection
of each of these described locations found no (not a single one) freestanding sign that
complied with the required street setbacks of the zone in which they were located.
Identifying pictures have been attached. This inspection proves that there is a long-term
consistent interpretation.
Thus, through this process, we have found that the code section requiring freestanding
signs to comply with the required street setbacks is vague and ambiguous, we have found
code support to interpret that the freestanding signs should be exempted from setbacks,
and we have found a long-term consistent interpretation exempting freestanding signs
from setbacks. Therefore, the subject freestanding signs should be exempt from the
requirements to comply with street setbacks without the need for a variance.
Discussion of compliance for approval of a variance:
Compliance with criteria for approval of a variance (ECDC 20.85):
A. Special Circumstances:
Mat, because of special circumstances relating to the ProPertY, the strict enforcement
of the zoning ordinance would deprive the owner of use rights andprivileges
permitted to other properties in the vicinity with the same zoning.
The subject site is oddly shaped with a large portion of the site sloping up hill steeply.
Additionally the site is a comer lot bounded on both sides by five lane streets,
creating an automobile oriented designation according to the design element of the
comprehensive plan. And finally, the street property line is setback approximately 16
feet from the developed roadway. Due to the automobile oriented nature of the site,
visibility and identification are extremely important. Due to the large amount of
undeveloped right -of way, a 20-foot street setback would place the sign 36 feet
behind the curb, causing the sign to become invisible to moving traffic on Edmonds
Way. Further, the topography of the site requires all feature of the site to be pushed
forward toward the street. Thus, compliance with the required setback would cause
the sign to be placed partially in a parking lot drive aisle.
Therefore due to special circumstance the strict enforcement of the zoning ordinance
would deprive the owner of use rights and privileges permitted to other properties in
the vicinity with the same zoning.
B. Special Privilege:
That the approval of the variance would not be a grant of special privilege to the
property in comparison with the limitations upon other properties in the vicinity with
the same zoning.
There are only two commercial zones that require street setbacks- those are the BN
zone and the CG zone. The CG zone is primarily on Mghway 99 and the BN zone is
located at various sites throughout the City, including the intersection of Puget Way
and Olympic View Drive, The intersection of 76th Ave W and 21fh St SW, the
intersection of 212'h St SW and 84h Ave W (Five Comers) and the subject site
located at the intersection of Edmonds Way and 10& Ave W. An inspection of each
of these described locations found no (not a single one) freestanding sign that
complied with the required street setbacks of the zone in which they werelocated.
Identifying pictures have been attached.
Therefore the approval of this variance would clearly not be a grant of special
privilege to the property in comparison with the limitations placed upon other
properties in the vicinity. No sign in the vicinity within the same zone, or within any
other vicinity in the same or other zones complies with the this setback requirement.
C. Comprehensive Plan
7hat the approval of the variance will be consistent with the comprehensive plan.
The Design Element of the Comprehensive Plan indicates that sites with frontage on
streets with five or more lanes are automobile oriented. This site is a comer lot
fronting on two streets, each with five lanes. Thus this site is designated by the
Comprehensive Plan as automobile oriented. Also the design guidelines encourage
signs to be integrated as part of the overall development. We are proposing signs
directed at automobile use, as well as being integrated into the overall development.
Therefore the approval of the variance will be consistent with the comprehensive
plan.
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D. Zoning Ordinance
That the approval of the variance will be consistent with the purposes of the zoning
ordinance and the zone district in which the property is located
Our proposal complies with all of the zoning requirements except for the requirement
for which we are requesting relief We are not asking for a re -zone, nor are we
attempting to deviate from the use standard. Rather, we are asking for a deviation
from the bulk standard. Approval of this variance would actually help us to better
comply with the use standards and the comprehensive plan.
Therefore the proposal is consistent with the Zoning Ordinance.
E. Not Detrimental
Yhat the variance as approved or conditionally approved will not be significantly
detrimental to the public health, safety and weYare or injurious to the property or
improvements in the vicinity and some zone.
The proposed sign is to be located outside of the site distance triangle for the access
point. The sign will not block or alter site distance or traffic safety for any of the
adjacent or nearby streets. No other discemable ' hazards could be generated.
Additionally, the sign is to be integrated into the design characteristics of the site, the
on site building and the two adjacent buildings in this proposal.
Therefore approval of this variance will not be significantly detrimental to the public
health, safety and welfare or injurious to the property or improvements in the vicinity
and same zone.
F. Minimum Variance
7hat the approved variance is the minimum necessary to allow the owner the rights
enjoyed by other properties in the vicinity with the same zoning.
The sign is to be located in the one area on the site that will provide clear view to the
passing vehicle traffic to whom the sign copy is intended without blocking the view
of the on site buildings, parking, and without generating a traffic hazard.
Therefore, we are requesting the minimum variance necessary to meet the design
standards and achieve the goals of the comprehensive plan.
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0
VARLAANCE
Declarations of compliance with the criteria for approval
Reduction of setback to accommodate a Trellis
Lot A
Request:
We are requesting a 0' (zero foot) setback where a 20' (twenty foot) setback is normally
required per ECDC 16.45.20(A) to allow for the placement of a trellis in the pedestrian
walkway for lot "A".
We are proposing to place a trellis in the setback area for lot "N' in the proposed
development on the S.W. comer of Edmonds Way and 10& Ave. W. The trellis would
be placed along 10& Ave W. Please refer to the attached plan set for exact placement,
size and elevation of each trellis.
A. Special Circumstances:
That, because of special circumstances relating to the property, the strict enforcement
of the zoning ordinance would deprive the owner of use rights andprivileges
permitted to other properties in the vicinity with the same zoning.
The shape and topography of the subject property forces the site to be less pedestrian
firiendly than encouraged by the design guidelines for the BN zone. It consists of both
steep slopes and an odd shape. It lies within the BN zone, which encourages
pedestrian oriented uses while also being categorized by the comprehensive plan as
an auto -oriented area and thus should cater to heavy automobile traffic.
According to ECDC 20.86.010(A)(1), special circumstances can also be related to the
surroundings of a site. This site consists of three separate lots that are each owned by
separate, private owners. One of the lots (lot "C") currently is developed with an
existing retail building. While trying to retain the existing retail building and build
two new retail structures in a cohesive manner, the applicant is forced to be creative
in the design of their project. One way they have decided to address this issue is by
placing trellises throughout the site. In doing this, the applicant has created a way to
make the site more attractive to pedestrians as well as enhance pedestrian access from
nearby locations into the proposed development.
The comprehensive plan also recognizes the uniqueness of this sites location do to its
surroundings in saying, "By virtue of this location, this corridor serves as both a key
transportation corridor and as an entry into the downtown." It then goes on to state
that, "Development within the Westgate Corridor should be designed to recognize its
role as part of an entry way into Edmonds and the downtown." Therefore, because of
the sites surroundings we see that not only does this proposed development need to
reflect the requirements of the zone which it is in but, according to the comprehensive
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plan, it should be designed in such a way as to recognize its role as part of the
entryway into Edmonds and the downtown area. Thus the applicant is in the difficult
position of creating a site that addresses and upholds two City of Edmonds standards
that seem to oppose each other. The applicant is challenged to develop a site that is
hospitable to pedestrians in an area that is by its very nature a pedestrian hostile
environment.
By placing trellises throughout the proposed site, the applicant helps to tie this
development into the design and character of downtown Edmonds. Trellises help to
make a warmer, more natural transition when traveling from the Westgate area west,
into downtown Edmonds. They also help to make the site more hospitable to
pedestrians in an auto -oriented area, thus further fulfilling the goals of the
comprehensive plan.
Therefore, due to special circumstances relating to the properties shape, topography,
surroundings, and location, the strict enforcement of the zoning ordinance would
deprive the applicant of the use rights of their land.
B. Special Privilege:
That the approval of the variance would not be a grant of special privilege to the
property in comparison with the limitations upon other properties in the vicinity with
the same zoning.
The approval of this variance would not be a grant of special privilege in comparison
to other properties in the vicinity with the same zoning. The subject site is unique in
the fact that it is the only BN zone district in Edmonds that has frontage on two, five
lane roads and is designated by the comprehensive plan as being auto -oriented. It
consists of both steep slopes and an odd shape. Its BN zoning encourages pedestrian
oriented uses while also being categorized by the comprehensive plan as an auto -
oriented area and thus should cater to heavy automobile traffic.
Similar sites in the vicinity have some of the same features that the subject property
has, but none have all of them. Neither has any property owner in the area developed
a site that truly addresses the issues of the BN zone as well as the comprehensive plan
as we have. Therefore, the applicant's property is one of the most geographically
difficult sites to develop in the area yet they are putting forth the greatest effort to
develop it in a manner that truly upholds the goals of the BN zone and the
comprehensive plan.
Therefore, approval of this variance would not be a grant of special privilege in
comparison to the limitations upon other properties in the vicinity with the same
zoning.
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C. Comprehensive Plan
Ihat the approval of the variance will be consistent with the comprehensive plan.
The comprehensive plan consists of several elements; each element is designed to
achieve and uphold the goals of the comprehensive plan. One of these elements is the
Urban Design Guidelines. In the urban design guidelines, under subheading number
four, "Transportation Orientation," it states, "A developer should also take into
account that shoppers in a regional commercial area may wish to walk from store to
store after parking. Therefore, inter -property access should be provided where
possible." This is precisely what the applicant is trying to achieve. By placing
trellises around the site the applicant is able to create a more pedestrian friendly
development that will encourage pedestrian activity and allow them to move freely
throughout the premises.
The subject site is part of the BN zone, which encourages neighborhood and
pedestrian oriented u ' ses. The subject site is also defined in the comprehensive plan
as part of the "Westgate Corridor" and states, "By virtue of this location, this corridor
serves as both a key transportation corridor and as an entry into the downtown." It
then goes on to state that, "Development within the Westgate Corridor should be
designed to recognize its role as part of an entry way into Edmonds and the
downtown."
The downtown area of Edmonds is zoned BC. It is the applicant's intent, by placing
trellises within the proposed development, to recognize their location as being part of
the key entryway into downtown, and to bring a cohesive, unified look not only to
their own development, but also to the city. By placing trellises throughout the
proposed development, the applicant helps to make a warm, more natural transition
for those traveling from the Westgate area west, into downtown Edmonds. In doing
so, the applicant not only meets the goals of the BN zone and the comprehensive
plan, they also achieve the goals and standards for the BC zone in which downtown
Edmonds is in.
Therefore, the approval of the variance will be consistent with the comprehensive
plan.
A Zoning Ordinance
That the approval of the variance will be consistent with thepurposes of the zoning
ordinance and the zone district in which the property is located
The subject site is zoned BN. The applicant is proposing to place trellises throughout
the proposed development to increase aesthetic qualities as well as increase
pedestrian activity.
Our proposal complies with all of the zoning requirements except for the requirement
for which we are requesting relief We are not asking for a re -zone, nor are we
attempting to deviate from the use standard. Rather, we are asking for a deviation
from the bulk standard. Approval of this variance would actually help us to better
comply with the use standards and the comprehensive plan.
Therefore the proposal is consistent with the zoning ordinance.
E. Not Detrimental
7hat the variance as approved or con&tionally approved will not be significantly
detrimental to the public health, safety and weffare or injurious to the property or
improvements in the vicinity and same zone.
The proposed trellises will be built at a fairly small scale. They will stand no more
than eleven feet tall and fourteen feet wide. The sides will be open so no sight
distance hazards are created and they will be set back slightly from the sidewalk so
that they do not disrupt pedestrian traffic passing by. Being setback from the street
and sidewalk also helps promote pedestrian safety. Those who would normally wait
for transportation on the sidewalk, near the busy public -right -of way, can now wait in
a setback, covered trellis with available seating for those who so please.
Therefore, approval of this variance will not be significantly detrimental to the public
health, safety and welfare or injurious to the property or improvements in the vicinity
and same zone.
F. Minimum Variance
7hat the approved variance is the minimum necesswy to allow the owner the rights
enjoyed by other properties in the vicinity with the same zoning.
Due to the location of the site, the variance we are asking for is the minimum
necessary to achieve a uniform site design as well as adequately address pedestrian
access from the edge of the public right-of-way. The size of the structures are the
smallest they can be while still maintaining adequate commercial access to the site
that complies with access requirements related to the scale of the project.
The size of the setback we are requesting is the minimum necessary in order to allow
easy, convenient pedestrian access fi7om the public right-of-way into the proposed
development. Because the trellises act as a pedestrian entry point into the proposed
development, they are best utilized by placing them directly against the sidewalk.
Therefore, we are requesting the minimum variance necessary to meet the design
standards and achieve the goals of the comprehensive plan.
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VARUNCE
Declarations of compliance with the criteria for approval
Reduction of setback to accommodate a Trellis
Lot B
Request:
We are requesting a 0' (zero foot) setback where a 20' (twenty foot) setback is normally
required per ECDC 16.45.20(A) to allow for the placement of a trellis in the pedestrian
walkway for lot "B".
We are proposing to place a trellis in the setback area for lot "B" in the proposed
development on the S.W. comer of Edmonds Way and 10CP Ave. W. The trellis would
be placed along 10& Ave W. Please refer to the attached plan set for exact placement,
size and elevation of each trellis.
A. Special Circumstances:
That, because of special circumstances relating to the property, the strict enforcement
of the zoning ordinance would deprive the owner of use rights andprivileges
permitted to other properties in the vicinity with the same zoning.
The shape and topography of the subject property forces the site to be less pedestrian
friendly than encouraged by the design guidelines for the BN zone. It consists of both
steep slopes and an odd shape. It lies within the BN zone, which encourages
pedestrian oriented uses while also being categorized by the comprehensive plan as
an auto -oriented area and thus should cater to heavy automobile traffic.
According to ECDC 20.86.010(A)(1), special circumstances can also be related to the
surroundings of a site. The comprehensive plan recognizes the uniqueness of this
sites location do to its surroundings in saying, "By virtue of this location, this corridor
serves as both a key transportation corridor and as an entry into the downtown." It
then goes on to state that, "Development within the Westgate Corridor should be
designed to recognize its role as part of an entry way into Edmonds and the
downtown." Therefore, because of the sites surroundings we see that not only does
this proposed development need to reflect the requirements of the zone which it is in
but, according to the comprehensive plan, it should be designed in such a way as to
recognize its role as part of the entryway into Edmonds and the downtown area. Thus
the applicant is in the difficult position of creating a site that addresses and upholds
two City of Edmonds standards that seem to oppose each other. The applicant is
challenged to develop a site that is hospitable to pedestrians in an area that is by its
very nature a pedestrian hostile environment.
One way they have decided to address this issue is by placing trellises throughout the
site. in doing this, the applicant has created a way to make the site more attractive to
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pedestrians as well as enhance pedestrian access from nearby locations into the
proposed development. By placing trellises throughout the proposed site, the
applicant helps to tie this development into the design and character of downtown
Edmonds. Trellises help to make a warmer, more natural transition when traveling
from the Westgate area west, into downtown Edmonds. They also help to make the
site more hospitable to pedestrians in an auto -oriented area, thus further fulfilling the
goals of the comprehensive plan.
Therefore, due to special circumstances relating to the properties shape, topography,
surroundings, and location, the strict enforcement of the zoning ordinance would
deprive the applicant of the use rights of their land.
B. Special Privilege:
That the approval of the variance would not be a grant of special privilege to the
property in comparison with the limitations upon other properties in the vicinity with
the same zoning.
The approval of this variance would not be a grant of special privilege in comparison
to other properties in the vicinity with the same zoning. The subject site is unique in
the fact that it is the only BN zone district in Edmonds that has frontage on two, five
lane roads and is designated by the comprehensive plan as being auto -oriented. It
consists of both steep slopes and an odd shape. Its BN zoning encourages pedestrian
oriented uses while also being categorized by the comprehensive plan as an auto -
oriented area and thus should cater to heavy automobile traffic.
Similar sites in the vicinity have some of the same features that the subject property
has, but none have all of them. Neither has any property owner in the area developed
a site that truly addresses the issues of the BN zone as well as the comprehensive plan
as we have. Therefore, the applicant's property is one of the most geographically
difficult sites to develop in the area yet they are putting forth the greatest effort to
develop it in a manner that truly upholds the goals of the BN zone and the
comprehensive plan.
Therefore, approval of this variance would not be a grant of special privilege in
comparison to the limitations upon other properties in the vicinity with the same
zoning.
0
C. Comprehensive Plan
Ihat the approval of the variance will be consistent with the comprehensive plan.
The comprehensive plan consists of several elements; each element is designed to
achieve and uphold the goals of the comprehensive plan. One of these elements is the
Urban Design Guidelines. In the urban design guidelines, under subheading number
four, "Transportation Orientation," it states, "A developer should also take into
account that shoppers in a regional commercial area may wish to walk from store to
store after parking. Therefore, inter -property access should be provided where
possible." This is precisely what the applicant is trying to achieve. By placing
trellises around the site the applicant is able to create a more pedestrian fiiendly
development that will encourage pedestrian activity and allow them to move freely
throughout the premises.
The subject site is part of the BN zone, which encourages neighborhood and
pedestrian oriented uses. The subject site is also defined in the comprehensive plan
as part of the "Westgate Corridor" and states, "By virtue of this location, this corridor
serves as both a key transportation corridor and as an entry into the downtown." It
then goes on to state that, "Development within the Westgate Corridor should be
designed to recognize its role as part of an entry way into Edmonds and the
downtown."
The downtown area of Edmonds is zoned BC. It is the applicant's intent, by placing
trellises within the proposed development, to recognize their location as being part of
the key entryway into downtown, and to bring a cohesive, unified look not only to
their own development, but also to the city. By placing trellises throughout the
proposed development, the applicant helps to make a warm, more natural transition
for those traveling from the Westgate area west, into downtown Edmonds. In doing
so, the applicant not only meets the goals of the BN zone and the comprehensive
plan, they also achieve the goals and standards for the BC zone in which downtown
Edmonds is in.
Therefore, the approval of the variance will be consistent with the comprehensive
plan.
D. Zoning Ordinance
Yhat the approval of the variance will be consistent with thepurposes of the zoning
ordinance and the zone district in which the property is located
The subject site is zoned BN. The applicant is proposing to place trellises throughout
the proposed development to increase aesthetic qualities as well as increase
pedestrian activity.
Our proposal complies with all of the zoning requirements except for the requirement
for which we are requesting relief We are not asking for a re -zone, nor are we
attempting to deviate from the use standard. Rather, we are asking for a deviation
from the bulk standard. Approval of this variance would actually help us to better
comply with the use standards and the comprehensive plan.
Therefore the proposal is consistent with the zoning ordinance.
E. Not Detrimental
Aat the variance as approved or conditionally approved will not be significantly
detrimental to the public health, safety and weffiare or injurious to the property or
improvements in the vicinity and same zone.
The proposed trellises will be built at a fairly small scale. They will stand no more
than eleven feet tall and fourteen feet wide. The sides will be open so no sight
distance hazards are created and they will be set back slightly from the sidewalk so
that they do not disrupt pedestrian traffic passing by. Being setback from the street
and sidewalk also helps promote pedestrian safety. Those who would normally wait
for transportation on the sidewalk, near the busy public -right -of way, can now wait in
a setback, covered trellis with available seating for those who so please.
Therefore, approval of this variance will not be significantly detrimental to the public
health, safety and welfare or injurious to the property or improvements in the vicinity
and same zone.
F. Minimum Variance
Ihat the approved variance is the minimum necessary to allow the owner the rights
enjoyed by other properties in the vicinity with the same zoning.
Due to the location of the site, the variance we are asking for is the minimum
necessary to achieve a uniform site design as well as adequately address pedestrian
access from the edge of the public right-of-way. The size of the structures are the
smallest they can be while still maintai * ning adequate commercial access to the site
that complies with access requirements related to the scale of the project.
The size of the setback we are requesting is the minimum necessary in order to allow
easy, convenient pedestrian access from the public right-of-way into the proposed
development. Because the trellises act as a pedestrian entry point into the proposed
development, they are best utilized by placing them directly against the sidewalk.
Therefore, we are requesting the minimum variance necessary to meet the design
standards and achieve the goals of the comprehensive plan.
0
VARLANCE
Declarations of compliance with the criteria for approval
Reduction of setback to accommodate -a Trellis
Lot C
Request:
We are requesting a 0' (zero foot) setback where a 20' (twenty foot) setback is normally
required per ECDC 16.45.20(A) to allow for the placement of a trellis in the pedestrian
walkway for lot "C".
We are proposing to place a trellis in the setback area for lot "C" in the proposed
development on the S.W. comer of Edmonds Way and 10& Ave. W. The trellis would
be placed along 10e Ave W. Please refer to the attached plan set for exact placement,
size and elevation of each trellis.
A. Special Circumstances:
That, because of special circumstances relating to the property, the strict enforcement
of the zoning ordinance would deprive the owner of use rights andprivileges
permitted to other properties in the vicinity with the same zoning.
The shape and topography of the subject property forces the site to be less pedestrian
friendly than encouraged by the design guidelines for the BN zone. It consists of both
steep slopes and an odd shape. It lies within the BN zone, which encourages
pedestrian oriented uses while also being categorized by the comprehensive plan as
an auto -oriented area and thus should cater to heavy automobile traffic.
According to ECDC 20.86.010(A)(1), special circumstances can also be related to the
surroundings of a site. This site consists of three separate lots that are each owned by
separate, private owners. One of the lots (lot "B") currently is developed with an
existing retail building. While trying to, retain the existing retail building and build
two new retail structures in a cohesive manner, the applicant is forced to be creative
in the design of their project. One way they have decided to address this issue is by
placing trellises throughout the site. In doing this, the applicant has created a way to
make the site more attractive to pedestrians as well as enhance pedestrian access from
nearby locations into the proposed development.
The comprehensive plan also recognizes the uniqueness of this sites location do to its
surroundings in saying, "By virtue of this location, this corridor serves as both a key
transportation corridor and as an entry into the downtown." It then goes on to state
that, "Development within the Westgate Corridor should be designed to recognize its
role as part of an entry way into Edmonds and the downtown." Therefore, because of
the sites surroundings we see that not only does this proposed development need to
reflect the requirements of the zone which it is in but, according to the comprehensive
plan, it should be designed in such a way as to recognize its role as part of the
entryway into Edmonds and the downtown area. Thus the applicant is in the difficult
position of creating a site that addresses and upholds two City of Edmonds standards
that seem to oppose each other. The applicant is challenged to develop a site that is
hospitable to pedestrians in an area that is by its very nature a pedestrian hostile
environment.
By placing trellises throughout the proposed site, the applicant helps to tie this
development into the design and character of downtown Edmonds. Trellises help to
make a warmer, more natural transition when traveling fi7om the Westgate area west,
into downtown Edmonds. They also help to make the site more hospitable to
pedestrians in an auto -oriented area, thus further fulfilling the goals of the
comprehensive plan.
Therefore, due to special circumstances relating to the properties shape, topography,
surroundings, and location, the strict enforcement of the zoning ordinance would
deprive the applicant of the use rights of their land.
B. Special Privilege:
That the approval of the variance would not be a grant of special privilege to e
property in comparison. with the limitations upon other properties in the vicinity with
the same zoning.
The approval of this variance would not be a grant of special privilege in comparison
to other properties in the vicinity with the same zoning. The subject site is unique in
the fact that it is the only BN zone district in Edmonds that has frontage on two, five
lane roads and is designated by the comprehensive plan as being auto -oriented. It
consists of both steep slopes and an odd shape. Its BN zoning encourages pedestrian
oriented uses while also being categorized by the comprehensive plan as an auto -
oriented area and thus should cater to heavy automobile traffic.
Similar sites in the vicinity have some of the same features that the subject property
has, but none have all of them. Neither has any property owner in the area developed
a site that truly addresses the issues of the BN zone as well as the comprehensive plan
as we have. Therefore, the applicant's property is one of the most geographically
difficult sites to develop in the area yet they are. putting forth the greatest effort to
develop it in a manner that truly upholds the goals of the BN zone and the
comprehensive plan.
Therefore, approval of this variance would not be a grant of special privilege in
comparison to the limitations upon other properties in the vicinity with the same
zoning.
E
0
C. Comprehensive Plan
That the approval of the variance will be consistent with the comprehensive plan.
The comprehensive plan consists of several elements; each element is designed to
achieve and uphold the goals of the comprehensive plan. One of these elements is the
Urban Design Ouidelines. In the urban design guidelines, under subheading number
four, "Transportation Orientation," it states, "A developer should also take into
account that shoppers in a regional commercial area may wish to walk from store to
store after parking. Therefore, inter -property access should be provided where
possible." This is precisely what the applicant is trying to achieve. By placing
trellises around the site the applicant is able to create a more pedestrian friendly
development that will encourage pedestrian activity and allow them to move freely
throughout the premises.
The subject site is part of the BN zone, which encourages neighborhood and
pedestrian oriented uses. The subject site is also defined in the comprehensive plan
as part of the "Westgate Corridor" and states, "By virtue of this location, this corridor
serves as both a key transportation corridor and as an entry into the downtown." It
then goes on to state that, "Development within the Westgate Corridor should be
designed to recognize its role as part of an entry way into Edmonds and the
downtown."
The downtown area of Edmonds is zoned BC. It is the applicant's intent, by placing
trellises within the proposed development, to recognize their location as being part of
the key entryway into downtown, and to bring a cohesive, unified look not only to
their own development, but also to the city. By placing trellises throughout the
proposed development, the applicant helps to. make a warm, more natural transition
for those traveling from the Westgate area west, into downtown Edmonds. In doing
so, the applicant not only meets the goals of the BN zone and the comprehensive
plan, they also achieve the goals and standards for the BC zone in which downtown
Edmonds is in.
Therefore, the approval of the variance will be consistent with the comprehensive
plan.
D. Zoning Ordinance
That the approval of the variance will be consistent with the purposes of the zoning
ordinance and the zone district in which the property is located
The subject site is zoned BN. The applicant is proposing to place trellises throughout
the proposed development to increase aesthetic qualities as well as increase
pedestrian activity.
Our proposal complies with all of the zoning requirements except for the requirement
for which we are -requesting relief. We are not asking for a re -zone, nor are we
attempting to deviate from the use standard. Rather, we are asking for a deviation
0 0
from the bulk standard. Approval of this variance would actually help us to better
comply with the use standards and the comprehensive plan.
Therefore the proposal is consistent with the zoning ordinance.
E. Not Detrimental
That the variance as approved or coti&honally approved will not be significantly
detrimental to thepublic health, safety and wetOre or injurious to the ProPertY Or
improvements in the vicinity and same zone.
The proposed trellises will be built at a fairly small scale. They will stand no more
than eleven feet tall and fourteen feet wide. The sides will be open so no sight
distance hazards are created and they will be set back slightly from the sidewalk so
that they do not disrupt pedestrian traffic passing by. Being setback from the street
and sidewalk also helps promote pedestrian safety. Those who would normally wait
for transportation on the sidewalk, near the busy public -right -of way, can now wait in
a setback, covered trellis with available seating for those who so please.
Therefore, approval of this variance will not be significantly detrimental to the public
health, safety and welfare or injurious to the property or improvements in the vicinity
and same zone.
F. Minimum Variance
Aat the a
pproved variance is the minimum necessary to allow the owner the rights
enjoyed by other properties in the vicinity with the same zoning.
Due to the location of the site, the variance we are asking for is the minimum
necessary to achieve a uniform site design as well as adequately address pedestrian
access from the edge of the public right-of-way. The size of the structures are the
smallest they can be while still maintaining adequate commercial access to the site
that complies with access. requirements related to the scale of the project.
The size of the setback we are requesting is the minimum necessary in order to allow
posed
easy, convenient pedestrian access from the public right-of-way into the pro
development. Because the trellises act as a pedestrian entry point into the proposed
development, they are best utilized by placing them directly against the sidewalk.
Therefore, we are requesting the minimum variance necessary to meet the design
standards and achieve the goals of the comprehensive plan.
E
CONDITIONAL USE PERMIT REQUEST
Request for a conditional use permit to allow a drive-thru.
We are proposing to construct a drive-thru that will be a part of a new Bartell Drugs,
which will be located on the SW comer of Edmonds Way and 10& Ave W.
Compliance with criteria for approval:
A. Comprehensive Plan:
That the proposed use is consistent with the comprehensive plan.
According to the comprehensive plan, the Westgate area, specifically the intersection
of Edmonds Way and 10& Ave West, is classified as a Community Commercial
area. There is also a section in the comprehensive plan that specifically addresses the
"Westgate Corridor". Both sections of the comprehensive plan recognize that this
area is an auto -oriented commercial zone that serves as both a key transportation
corridor and an entryway into Edmonds and the downtown.
The comprehensive plan goes on further to say that the Community Commercial area
should be comprised of businesses that serve both the local residents and regional
traffic. A drive-thru, by its very nature, is designed to serve automobile traffic. By
allowing Bartell Drugs to install a drive-thru as part of their facilities the City of
Edmonds would be helping them to better cater to the goals of the comprehensive
plan.
Therefore, the proposed drive-thru is not only consistent with the comprehensive
plan, but by its very nature, and the very nature of the vicinity, it is encouraged.
B. Zoning Ordinance:
That the proposed use, and its location, is consistent with thepurposes of the zoning
ordinance and thepurposes of the zone district in which the use is to be located, and
that the proposed use will meet all applicable requirements of the zoning ordinance.
The area in which we are requesting this conditional use permit is zoned BN. The
BN zone is designed to reserve areas for retail service establishments, which offer
goods and services needed on an everyday basis by residents of a neighborhood area.
The BN zone also allows for several different conditional uses, one being a drive-thru
[ECDC 16.45.010(C)(2)].
A drive-thru is consistent with the purpose of the BN zone because it caters to the
exact population in which the zone was originally intending to serve. Additionally, it
is appropriate because of the area in which it will be located. The "West -gate
Corridor (as it is referred to in the comprehensive plan) consists of both local and
regional traffic. And it is the goal of the comprehensive plan (which the code is
0 0
designed to uphold) to place businesses in this area that can accommodate both local
and regional business.
Therefore, the proposed drive-thru and its location will be consistent with the
purposes of the zoning ordinance and the purposes of the zone district in which the
use is to be located, and that the proposed use will meet all applicable requirements of
the zoning ordinance.
C. Not Detrimental:
That the use, as approved or conditionally approved, will not be significantly
detrimental to the public health, safety and weffiare, and to nearby private property or
improvements unless the use is a public necessity.
The proposed drive-thru will be located at the southwest of the building (between the
back of the building and the property line) away fi7om all pedestrian traffic. The
property to the south of our lot is occupied by a building originally constructed for a
residence, but it is now occupied by a business. Therefore the sound created by the
drive-thru will not impact any residences. Furthermore, there is a topographical break
between the subject property and the property directly to the south, with the subject
property being lower, which by itself will provide a buffer. Additionally, there will
be a retaining wall placed on the south side of the drive-thru that will also help to
reduce noise impacts from the drive-thru. These three factors will allow us to meet or
exceed the noise standards found in ECDC 17.60. 01 O(A).
Therefore, a drive-thru along the southwest of the proposed building would not be
significantly detrimental to the public health, safety and welfare, nor to near by
private property or improvements.
D. Transferability:
7he hearing examiner shall determine whether the conditional use permit shall run
with the land or shall be personal. If it runs with the land and the hearing examiner
finds it in the public interest, the hearing examiner may require that it be recorded in
theform of a covenant with the Snohomish County auditor. 7he hearing examiner
may also determine whether the conditional use permit may or may not be used by a
subsequent user of the same property.
We believe this application should be transferable. The drive through would create
the same impacts to the site if it where a drug store, a bank, or a food operation. Thus
the basis for the decision would not be altered if there were another tenant occupying
the building at a later date. In light of this we request that this conditional use permit
be approved to run with the land so long as the proposed building remains.
7��� 7"
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0 0
Exhibit A, sign locations in Edmonds
BN zone, 20' Setback Req.
0' Setback Provided
9903 Edmonds Way
BN zone, 20' Setback Req.
0' Setback Provided
9930 Edmonds Way
BN zone, 20' Setback Req.
@ 2' Setback Provided
This sign illustrates some of the issues in
requiring a street setback for signs. The
property line is well setback from the side-
walk to accommodate the bus pullout to
the west. Thus this sign appears to be
setback almost 15 feet, when it actually
has a small setback.
BN zone, 20' Setback Req.
0' Setback Provided
10124 Edmonds Way
(The curb line below the sign appears to
be the property line.)
Ah
City of Edmonds Permit No: A 66:� 0/-72-
RIGHT-OF-WAY CONSTRUCTION PERMIT Issue Date:
A. Address or Vicinity of Construction: VA, 5 k� P-,h�
B. Type *of Work (be specific): tta J�94_ k4jw�
&vAA
C. Contractor: 4,4- Contact:
MailingAddress: T& Phone: IZ-4,Z- ab
StateLicense#:_ 4%.2- 37- Liability Insurance: Bond:$
D. Building Permit # (if applicable): Side Sewer Permit # (if applicable):
E. Commercial Subdivision F] City Project E] EUC (PUD, VERIZON, PSE, AT& T, OVWD)
FJ Multi -family Single Family r_1 Other
INSPECTOR:
F. PAVEMENT CUT: El YES [I NO G. SIZE OF CUT X
CONCRETE CUT: F1 YES NO
A11"LICANT TO M,"Al) ANI) SICN
INDEMNITY. Applicant understands by his/her signature to this application helshe holds the City of Edmonds harmless ftom
injuries, damages or claims o�any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of
Edmonds or any of its departments or employees, including but not limited to the defense of any legal proceedings including difinse
costs and attorneyfees by reason ofgranting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLL097NG THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES 97LL BE HELD UNTIL THE FINAL STREET PATCH IS
COMPLETED BY CITY FORCES, AT WHICH TIMEA DEBITOR CREDIT W!LL BEPROCESSED FOR ISSUANCE TO THEAPPLICANT.
+ �Traffic control and public safety shall be'in accordance with City regulations as required by the City Engineer. Every
flagger must be trained as required by,(WAC) 296-155-305 and.must have certificati,ow verifying. completion of the
required training in their possession.
# Restoration is to be in accordance.with City codes. All street -cut trench work shall be patched with asphalt or City-
approvedmaterial prior to the end ' of the workday - NO EXCEPTIONS.
# Three sets of construction drawings of proposed work are required with the permit application.
CALL DIAL -A -DIG (1-800-424-5555) PRIOR T.9 BEGINNING WORK
I HA VE REA D THE A B 0 VE S TA TEMENTS A NO UNDERS TA ND THE PERMIT REQ VIREMENTS A ND A CKNO WLED GE
THAT I MUST MAKE. THE PINK COPY OF THE PERMITA VAILABLE ON SITE A TALL TIMES FOR INSPECTIONS
Signature:
or Agent)
Date: la(. 0Z 41,
� 0—
FOR CITY USE ON1),Y 0
Approved by: d J&(d M WAJ,
Time Authorized: Void After - I / .#— /
Special Conditions: 4-AtTPQL� .&R-- J#&eW
,OF-A[T
-of-way Fee: 110#41� +/5,0x
ption Fee/Fund I 11:'
Restoration Fee:
TotalFee: IV71ro-2- -
Receipt No: az y
Issued
UPON COMPLETION OF PERMITTED WORK.) AN ENGiNEERING.FINAL
INSPECTION IS REQUIREWPER CHAPTER 18.00 OF THE EDMONDS
-COMMUNITY DEVELOPMENT CODE (Phone 42�-771-0220, Ext. 1326)
oyyfka
FINAL APPROVAL OF PERMITTED WORK. DATE:
Inspector's Signa Pu re
For inspection reauirements, see En ation
I i!ineeri iro6n C1 n ?o � n'o�'6 F19/h rd- �ou t.
NO WORK S"ALL IIEGIN i)ium TO i,.i,1gmrr ISSUANCE
DAMy Documents\Forms\Engnmg\ROWpermit_.doc
0
City,pf Edmonds Permit No:�9_�41Wa
RIGHT-QF-WAY CONSTRUCTION PERMIT Iss'ueDate: 471coaba
A. Address or Vicinit� of Construction: 2-5D-V
B. Tre o , f-Work (be s . pecific): UTI V TL" I ri 4, ZJ �i 00P) ot�
C. Cohtractor: J 0— AA6.xvT 6*Jiivw<,-t%arJ %,J 4 Contact: '_T�dv% 1T96A00
Mailing Address: 6 �70X %4<%,dt% Phone: IL45t. 4r,61 vl;,00
State License #: . Ja��_thfpc% 62*L 'TZ Liability Insurance: 'IkS Bond: $
D. Building Permit # (if applicable): Side Sewer Permit #:(if applicable):
E. Commercial Subdivision F1 City Project 0 EUC (PUD, VERIZON, PSE, AT& T, OVWD)
Multi -Family Single Family F-1 Other
F. PAVEMENT CUT: El YES NO G. SIZE OF CUT X
CONCRETt'CUT: El YES El NO
INDEMNITY. Applicant understands by his/her signature to this application helshe holds the--�City of Edmonds harmless from
i . nj . uri . es, damages or , claims of any *kind or description whatsoever, foreseen or unforeseen, that may be made against the City of
Edmonds or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense
casts and attorneyfees by reason ofgranting thispermit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A� PERIOD OF ONE YEAR FOLLOWING THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS-
COMPLIETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT W[LL BE PROCESSED FOR4SSUANCE TO THE APPLICANT.
+ Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every
flagger must be tra ' ined. as required by (WAC) 296-155-305 and must have certification verifying completion of,the
required in'their possession.
+ Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City -
approved material prior to the end of the workday — NO EXCEPTIONS.
+ Three sets of construction drawings of p�oposed work are required with the permit application.
CALL DIAL-A-DIG.(1-800-424-5555) PRIOR TO BEGINNING WORK
I HA VE READ THE ABO VESTA TEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND A CKNO WLEDGE
THA T I THE PINK COPY OF THE PERMITA PAILABLE ON SITE A TALL TIMES FOR INSPECTIONS
MU
Signature: (,k Date:
' " fl—contractorlor Agent)
FOR CITY USE ONLY
Approvedby:k,c, Right-of-way Fee: 10 "4
Time Authorized: Void After LN'Oov, W ftw/a Disruption Feefflund 111: 17Ar. vy
Special C onditions: 444,A, *4_'a4 4 9AJ PEXM /05FrMOAT Restoration Fee: 0 A
M114W _b� T"100 (I 4"4� 014011 sIr fe Total FeeA tg�o$
Receipt, No: SZ2�
lwprlj- UT,W-nCS1'U(4 A %U)" 0;1(, WtA1160'' WAS Issued by.:
UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL
INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS
COMMUNITY DEVELOPMENT CODE (Phone 425-771-0220, Ext. 13,26)
FINAL APPROVAL OF PERMITTED WORK.- DATE:
Inspector's Signature
- For inspection requirements see Engineering Inspection Information handout.
No W011K SHALL III' GIN i)imiTro iiTmrr ISSUANCE
DAMy Documents\Forms\Engmng�ROWpermit—.doc
#P20
CA File NO:
.Critical Areas Checklist
Site Information (soils/ topography/ hydrology/vegetation)
1.. Site Address/ Location:
2. Property Tax Account. Number: 6 C 00
3. Approximate Site Size (acres or square feet): E5 I Z-7 U .5 p, . F F,
4. 1 Is this site currently developed? _jz-fes; no.
If yes; how is site developed?..
5. Describe the general site topography. Check that apply -
Flat: less than 5-feet elevation change over entire site.
Rolling: slopes on site. generally -less. than 15% (a 'vertical.
rise of 10-feet over a horizontal
-distance of 66-feet).
Hilly: slopes, present on site.of more than 15% and less than 30% (a vertical rise of 10-feet
over. a horizontal distance. of. 33 to 66-feet).
Steep: -grades of greater than'30%� present on site (a vertical rise of 10-feet over a horizontal
distance of less, than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water: -t�3 Approx. Depth!. .
7. -Site.contains areas of seasonal, standing water: Approx. Depth:.
What season(s)'of the yeax?
8. Site is in the floodway — 00 floodplain W 0 of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round?
WV Plows are seasonal? (What time of year?
10. Site is* primarily: forested meadow" shrubs mixed
urban landscaped (lawn, shrubs etc)
11. Obvious wetland is present on site: M 0
For City Staff Use 0 nly Do?)
1. Plan Check Number, if applicable? MOVI�&XVtA.
2. SiteisZoned? P-G—�Rr-
3. SCS mapped soil type(s)? —1 +: 1b/&rC4-t cAraNTtll-� Jb4Vyj Q-0 9/. 'g, 160r_,�'-
4. Critical Areas inventory or C.A. map indicates Critical Area on site? NOnf, C_-,VjDWV1_s
5. Site within designated earth subsidence landslide hazard ar ea? NO — lou L4 (I C� fr-1
Offi-cA*a I tp w m i�& 7f�rial d0C_rmfijah'a�i
DETERMINATION
STUDY REQUIRED WAIVER
Reviewed bv-.
#P20
City of Edmonds
Development Services Department
Planning Division
Phone: 425.771.0220
Fax: 425.771.0221
Ile Critical Areas Checklist contained on this form is to
be filled out by any person preparing a Development
Permit Application.for the City of Edmonds prior to
his/her submittal of the application to the City..
The purpose of the Checklist is to enable City staff to
determine whether any potential Critical Areas are, or
may be, present on the subject property. The information
needed to complete the Checklist should : be' easily
available from observations of the site or data available at
City Hill (Critical areas inventories, maps, 'or soil
surveys).
DateReceived: r_71-7
City Receipt#:
Critical Areas File #: I/ o 0 5 of -3 7-
Critical Areas Checklist Fe $13500
Date Mailed to Applicant:V L�
A property owner, or his/her authorized representative,
must'fill out the checklist, sign and date it, and submit it
to the City. The City will review the checklist, make a
precursory site visit, and make a determination of the
subsequent steps necessary to complete adevelopment
permit application.
Please. submit a vicinity map, along with the signed copy
of this form to assist City staff in finding and locating the
specific. piece of property described on this form. In
addition' the applicant. shall include other pertinent
information (e.g. site plan, topography map, etc.) or
studies in conjunction with this Checklist to assistant staff
in completing their preliminary assessment of the site.
The undersigned applicant, and his/her/its heirs, and assigns, 'in consideration on -the processing of the -application agrees
to release, indemnify, defend and hold the City�of Edmonds harmles's from any and all damages, including reasonable
attorney's fees,. arising from any action 'or m` fract ion based in - whole or part upon false, misleading, inaccurate *.or
incomplete information fiimishedby the ipplicanti his/her/its agents oi employees.
By my signature, I certify that the infdrrriati -on and exhibi'ts'herdwith submitted: are true and correct to the best of my
knowledge and that I am authorized to file this application on the behalf of the owner as Jisted below.
SIGNATURE OF APPLICANVAGENT DATE:
Property Owner's Authorization
By my signature, I cer* that I have Authorized the above Apiplicant/Agent Jo apply for the subject land use application,
and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the
purposes of inspection and posting attendant to this application.
SIGNATURE OF OWNER -DATE
PLEASE PRINT CLEARLY
Owner/Appficant:
DAV(D'T' KA14Y KOFEP,-
Name.
AV F_ VJ_
Street Address
"MDN05 WA I? 07-D
City S%te * zip
Telephone: '5 q Z NPO C-0 - . -, -
Applicant Representative:
Name
Street Address
City State Zip
Telephone:.,
Email address (optional): Email Addre:ss (optional):
0
MEMORANDUM STREET'
KE
ioav, Aw, v)
Date: December 5, 2001
To: Steve Bullock, Senior Planner
From: Darrell Smith, Traffic Engineer 0-4
Subject: Westgate Village / ADB 0 1 - 170
The City of Edmonds is very pleased with the high quality Traffic Impact Analysis that Bartell Drugs and
Transpo Group prepared for the Westgate Village development. I
Bartell Drugs and Transpo Group made the following commitments during the October 15, 2001 site visit
meeting:
Bartell Drugs agreed to a no protest clause stating that the City of Edmonds and WSDOT have the
right to eliminate the left turn movement out of the site's west exist. The City of Edmonds and
WSDOT would only take this action to restrict the movement if an accident pattern begins to develop
at this location.
Bartell Drugs also agreed to grant the adjoining property owner to the west of the site with an access
easement. The intent of this easement is to consolidate driveway access points along SR104 when
that property redevelops.
Both of these commitments will need to be fori-nalized by Bartell Drugs prior to the issuance of project
permits for this development.
The proposed traffic mitigation fee of $12,400 is reasonable for reserving capacity at the intersections of
SR104/100'h Avenue West and 220'h Street SW/Ninth Avenue South. However, the proposed traffic
mitigation fee does not address the 23 80' Street SW/ 100"' Avenue West signal that has lived past it useful
life. Additional local development will impact the operations of this signal and will likely reduce its
reliability. The City of Edmonds has estimated $50,000 for a cost to perform modest improvements at
the 238h Street SW/lOWh Avenue West signal location. The City of Edmonds is proposing that the
Bartell Drugs' 23Wh Street SW/1000'Avenue West signal participation be 40% of the improvement costs,
or $20,000. Therefore, the total project traffic mitigation fee shall be $32,400.
c: Lyle Chrisman, Development Services Engineer
City of Edmonds
'W
Development Services Department
Engineering Division
Message Page I of 2
Chrisman, Lyle
From: Smith, Darrell
Sent: Tuesday, March 18, 2003 2:36 PM
To: Graf, Jeannine
Cc: Chrisman, Lyle
Subject: FW: Westgate
Jeannine the Westgate Bartells development is running into a roadblock with WSDOT. Basically WSDOT thinks
the development needs a deviation and channelizatio'n plan for the their most eastern drive. This drive is existing
and serves Starbucks. I do not have any issues with this access point and during the review process we agreed
this existing drive should remain. The City has access management responsibilities on non limited access state
routes.
We do agree with WSDOT that a channelization plan for approval is required for the new SR 104 western drive.
Bartells consultant has submitted this plan to WSDOT for review.
My basic question is does Bartells need an approved channelization plan from WSDOT to occupy their
development? Thanks Darrell
----- Original Message -----
From: Tasha Atchison [mailto:TashaA@TheTranspoGroup.com]
Sent: Friday, March 14, 2003 12:55 PM
To: Darrell Smith (dsmith@ci.edmonds.wa.us)
Cc: Buff Nelson (nelson — wc@willis.com); David Graef (daveg@barteildrugs.com)
Subject: Westgate
Darrell -
Couple of things came to miind after we talked that I could use your help on.
- I'm not clear on what the steps to "approval" are in this case. We have plans submitted to WSDOT for
channelization and the deviation requests, what is it we are needing and what would it hold up if we do not
come to agreement with WSDOT on SR 104 access? Can you outline the process and what the role of the
City and WSDOT plays in each step?
- I'll be preparing a letter that outlines out position on the grandfather clause for the east driveway. We
would appreciate a letter from the City that restates your position, so that the Olympia office is clear where
the City is conuing from. Things that seem relevant to me are noting the process the City and the developer
went through to identify an access plan for the site, how the traffic impact analysis was reviewed and
approved by the City, and that it was agreed that the easterly driveway is not part of the proposal. Please let
me know if you are willing to put this in words, and I can incorporate *into our letter or preferably, attach
your letter to ours.
We hope to be *in position to combine all the different elements to the letter by Thursday of next week and
would appreciate your input by that time if possible.
Thanks Darrell -
Tasha Atchison, P.E.
04/07/2003
Message 40 0 Page 2 of 2
Senior Transportation Engineer
The Transpo Group
11730 118th Avenue NE Suite 600
Kirkland, WA 98034-7120
P. 425/821-3665 x 214
F. 425/825-8434
Tasha.A@TheTranspoGroup.com
04/07/2003
-0 &
Gilbert, Danielle
From: Smith, Darrell
Sent: Tuesday, April 29, 2003 9:11 AM
To: ronn@jrabbott.com
Cc: Chrisman, Lyle; Gilbert, Danielle; Graf, Jeannine
Subject: Westgate Development
I recommend that the east drive on to SR 104 be left alone for now (Starbucks Driveway). Reconstructing this driveway
does not make sense until WSDOT has approved the Channelization plans. There is a possibility that WSDOT may
request a modification to the proposed design. Like the left turn lane center island at the west drive a bond will be required
to ensure that this east drive is constructed at a later date. I also do not see any safety related reasons why this east drive
must be reconstructed at this time. Darrell
Message Page I of 2
14
Chrisman, Lyle
From: Gebert, David
Sent: Friday, April 18, 2003 4:20 PM
To: 'Snyder, Scott'; Bowman, Duane; Smith, Darrell; Graf, Jeannine; Chrisman, Lyle; Bullock, Steve
Subject: FW: Westgate Access Agreement Our file No. 187/23083 4/18/03
See note below. Looks like we have finally reached agreement on the language of the Bartel Is'/Westgate Village
agreement re: the left -out access on Edmonds Way.
Dave
----- Original Message -----
From: Bill Neal [mailto:wneal@staffordfrey.com]
Sent: Friday, April 18, 2003 4:17 PM
To: Gebert, David
Cc: Dave Graef
Subject: RE: Westgate Access Agreement Our file No. 187/23083 4/18/03
Dave --
This will work. I'll incorporate the change and start to get signatures. There are a few blanks on the first page
that we need to complete.
F-.F
----- Original Message -----
From: Gebert, David [mailto:Gebert@ci.edmonds.wa.us]
Sent: Friday, April 18, 2003 3:52 PM
To: Bill Neal
Cc: 'daveg@barteildrugs.com'; 'Snyder, Scott'; Bowman, Duane; Graf, Jeannine; Smith, -Darrell
Subject: FW: Westgate Access Agreement Our file No. 187/23083 4/18/03
Our City Attorney and I have reviewed. Only one little revision in the last sentence of section 2. The
change is highlighted. With this change, we are good to go.
Dave
----- Original Message -----
From: Bill Neal [mailto:wneal@staffordfrey.com]
Sent: Friday, April 18, 2003 2:29 PM
To: Gebert@ci.edmonds.wa.us
Cc: nelson — wc@willis.com; -Dave Graef; Tom Palotas; Tasha Atchison
Subject: Westgate Access Agreement Our file No. 187/23083 4/18/03
Dave --
I am Buff Nelson's attorney. Tasha Atchison is out of the office on business this afternoon, and she asked
that I forward this Agreement to you.
The Agreement adopts the changes requested by the City and the additional language at the end of the
second paragraph that Tasha discussed with you. It has been approved by both Buff and Dave Graef, with
04/18/2003
.Message Page 2 of 2
a minor clarification in the first sentence of the second paragraph --the insertion of "design and
location" language to clarify that the issue is driveway turn -movements, not driver inattentiveness or
negligence, which could occur anywhere.
The availability of the left out onto Edmonds Way is an important aspect of traffic flow for the new shopping
center. We feel that safety considerations have been addressed as part of the design. Should a problem
nevertheless develop, it is important to the owners that they be able to address the situation with the City
and have the ability to provide input on any final decision that might be made. Your help in accomplishing
this is greatly appreciated.
Bill
04/18/2003
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CONSTRUCTION NOTES
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V(D REMOVi EXISTING LOOP LEAD' INS FROM CONDUIT. AS"OOM EXISTING LOOPS MO.
RE-IMIng LOOP LE.D-INS.
I NSTALL NEW TYPE 2 INDUCTION LOOPS PER STANDARD PLAN j B.- ROUTE NEW
LOOP LEAD-INS TKAOUGH EXISTING COMMIT TO EXISTING JUNCTION SOX.
(DANSTALL IZII* 1 11*21 TYPE I IIIUCII. I.' PER STARGARD PLAN -I.. ROUTE
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0; DISCONNECT ALL SPLIC.S AND REMOVE UMUSJE0 CONDUCTORS.
Vo LOOPS SMALL BE . SPLICEp IN SERIES.
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Page I of I
Gilbert, Danielle
From: Ron Nelson [ronn@jrabbott.com]
Sent: Wednesday, January 22, 2003 8:57 AM
To: Gilbert, Danielle
Subject: 104 corner
Good morning, I am hoping that you might be able to confirm weather or not the city engineer is going to have us
change the configuration of the east exit side walk at starbucks as we disacussed. I am hoping that I can replace
the loops next week but if I am going to have to replace that ramp I will wait on the loops so that I dont brake them
twice. Also the traffic loop at the corner has some kind of box in the asphalt dose that need to be reworked at this
time.
1/22/2003
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STORm DRAINAGE REPORT
Proposed Westgate Village
SWC - Edmonds Way (a.k.a. SR-1 04) and 1 00th Avenue West
Edmonds, Washington
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Prepared for:
CIDA Architects, Inc'
P.O. Box 55429
Seattle, Washington
(206) 348-9668
March 12, 2002
Revised July 18, 2002
Our Job No. 10269
JGTNEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES
ENUE SOUTH, KENT, WA 98032 * (425) 251-6222 (425) 251-8782 FAX
www.barghausen.com
A
3r 114
C,oHAO
"Ve GA
STORM DRAINAGE REPORT
Proposed Westgate Village
SWC - Edmonds Way (a.k.a. SR-1 04) and 1 00th Avenue West
Edmonds, Washington
Prepared for:
CDA Architects, Inc.
P.O. Box 55429
Seattle, Washington
(206) 348-9668
March 12, 2002
Revised July 18, 2002
Our Job No. 10269
(I JAC
OR WASH
0
1EXPIRES tV101101
CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES
18215 72ND AVENUE SOUTH, KENT, WA 98032 - (425) 251-6222 * (425) 251-8782 FAX
www.barghausen.com
STORM D 0AINAGE REPOIIITT�.`�
Rropose'd Westgate, Village
SWC-EdmondsWa, a.-Va. SR4 1-0 4 )'and 1 00th Avenue West..
Y
Edmonds, Washington"'
Y
&H A tj
Air-
BUILDING
'Dj
13) '1
Prepared for-.,..
CDA Architects, Inc.."'
P.O. Box 55429
Seattle, Washingt6ni..
(206) 348-9668 �.
March 12, 2002....
Revised July 18, 2002
Our Job No.1 0269
" . rf :
CIVIL ENGINEERING, LAND PLANNING, SURVE'�ING, ENVIRONMENTAL:SERVICES
18215 72ND AVENUE SOUTH, KENfwA 08032 .- (425) 25t_;6222 - (425) 251-8782 FAX
ww W�';'b�rghau6enxom
� -0 TABLE OF CONTENTS
1.0 PROJECT OVERVIEW
2.0 OFF -SITE ANALYSIS
3.0 FLOW CONTROL DESIGN
4.0 WATER QUALITY DESIGN
5.0 CONVEYANCE DESIGN
6.0 EROSION AND SEDIMENTATION CONTROL DESIGN
.7.0 CONCLUSION
EXHMITS
EXHIBIT A
VICINITY MAP
EXHIBIT B
OFF -SITE ANALYSIS DRAINAGE SYSTEM TABLE
EXHIBIT C
DOWNSTREAM MAP
EXH[BIT D
USGS QUAD MAP
EXH03IT E
SOILS MAP
EXHIBIT F
ASSESSOR'S MAP
EXH[BIT G
FLOW CONTROL CALCULATIONS
EXHU31T H
WATER QUALITY CALCULATIONS
EXHIBIT I
TEMPORARY EROSION AND SEDIMENTATION CONTROL CALCULATIONS
EXHIBIT J
PIPE CONVEYANCE CALCULATIONS
; 4
10
1.0 PROJECT OVERVIEW
0 1.0 PROJECT OVERVIEW
10
The subject property is comprised of approximately 2.89 acres of land is located within a portion of the
northeast quarter of the northwest quarter of Section 36, Township 27 North, Range 3 East, Willamette
Meridian, City of Edmonds, Snohomish County, Washington. The site is on the southwest comer of
SR-104, also known as Edmonds Way, and 100th Avenue West within the City of Edmonds. Please see
the enclosed Vicinity Map within the Appendix of this report.
The existing site is currently developed and consists of impervious surface for the most part, with existing
second growth forest located on a steep slope along the western property line of the site. The remainder
of the site consists of three to four vacant buildings, with one building which is partially occupied. These
buildings will all be destroyed, except for the building in the northeast comer of the site which will be
remodeled. In addition to the existing building to be remodeled, there will be two new buildings
constructed along the southern and western property line of the site, with appropriate parking,
landscaping, storm drainage improvements, utilities, etc., constructed to service all of the buildings. A
portion of the existing steep slope along the western and southern property fine of the site will be
excavated and retained by a new retaining wall. The amount of impervious surface to be added to the
site will require that detention be installed for the new development. In addition to the new detention
system, there will be catch basin collection and pipe conveyance systems, along with a stormceptor for
water quality purposes, all constructed on site. The SCS Soil Conservation Service has mapped the soils
on site as consisting of urban land, which is a variable Hydrologic Soils Group. However, for the
purposes of design and detention of the water quality facilities for this development, the existing site soils
were modeled as a Type C soil. The existing building in the northeast comer of the site, in addition to
some of the surrounding parking, impervious areas, and landscaping, will remain undisturbed with this
development, and the runoff from these areas will -bypass the on -site detention system and be conveyed
to the downstream drainage course, as they are currently doing. Therefore, the remaining area of the site
contributing to the detention system will consist of approximately 2.52 acres of land, including the steep
slope along the western property line of the site. Under pre-develo�peco�nditions, the entire area was
assumed to be pervious, consisting of 2.52 acres of meadow pasture and second growth forest with a
curve number of 81.0. Under developed conditions, 0.52 acres were considered to be pervious, with a
weighted curve number of 82.22, based on second growth forest and landscaping, and L.0,0acres of
impervious at a curve number of 98. There will be improvements constructed along the frontages of
100th Avenue West and Edmonds Way, a.k.a., SR-104, consisting of curb, gutter, and sidewalk
improvements.
10269.001 [JPJ/ath/bq]
2.0 OFF -SITE ANALYSIS
10
2.0 OFF -SITE ANALYSIS
The downstream drainage course for the subject project consists of a catch basin and pipe conveyance
collection system flowing in Edmonds Way in a westerly to northerly direction. The ultimate location
for the discharge from the site is Puget Sound, and currently site runoff sheetflows to the northern
property fine of the site, where it enters a catch basin system that conveys runoff to the pipe conveyance
system located within Edmonds Way. Please see the Off -Site Analysis Drainage System Table (Exhibit
B) and the Downstream Map (Exhibit Q for a complete description of the downstream drainage course
from the site. Due to the large diameter of the downstream conveyance system, no problems are
anticipated with the runoff from this development, since we are also providing detention and water
quality in the on -site system, which the site currently does not have.
UPSTREAM BASIN ANALYSIS
Based on field reconnaissance and information gathered from mapping and survey for the project, it was
determined that there is no upstream basin contributing runoff to the subject project, and if it does,
contributing runoff is very minor in nature, as the subdivision located on top of the steep slope on the
southwest side of the site appears to drain toward the south away from the steep slope and thereby
limiting the amount of runoff entering the site from off site. For the purposes of our analysis, this project
assumed no upstream basin contributing runoff to the site.
10269.001 [JPJ/ath/bq]
3.0 FLOW CONTROL DESIGN
i 9
� -0
3.0 FLOW CONTROL DESIGN
The detention system for this project was sized based on City of Edmonds requirements, such that
10-year and 100-year pre -developed storm events were released during 10-year and 100-year 24-hour
design storms, respectively. As dictated by the City of Edmonds and owing to the fact that the
downstream drainage course is adequate to convey the flows, no safety factor was added to the detention
system for the subject development. The computed detention volume required for this development is
5,000 cubic feet and will be stored in a 16- by 52-foot underground detention vault with 6 inches of
sediment storage for water quality purposes. Please see the Flow Control Calculations (Exhibit G) in this
report, which were modeled based on the SBUH Methodology utilizing the WaterWorks 4 program and
2-year precipitation rate of 1.35 inches, a 10-year precipitation rate of 2.1 inches, and a 100-year
precipitation rate of 3.00 inches, which are consistent with the isopluvials for this portion of Snohomish
County.
10269.001 [JPJ/adi/bql
0 4.0 WATER QUALITY DESIGN
0
0
4.0 WATER QUALITY DESIGN
The water quality means selected for this development is to provide sedimentation control in the form
of 6 inches of dead storage in the detention vault, oil control in the form of a flow restrictor oil prevention
riser pipe in the detention vault, and, in addition to that, further water quafity treatment is instituted in
the form of a stormceptor, Model STC2400 Manhole, such that sediments and oils are removed from
the outfall of the detention system prior to discharge to the downstream drainage course. The
stormceptor system is one of the elements of water quality approved by the City of Edmonds. Please see
the calculations to size the stormceptor, located within Exhibit H within the Appendix of this report.
10269.001 [JPJ/ath/bql
01)
0
.0
5.0 CONVEYANCE DESIGN
0,
5.0 CONVEYANCE DESIGN
The on -site catch basin collection and pipe conveyance for this project are sized based on the modified
rational methods for Snohomish County, such that the 25-year storm event is the runoff rate conveyed
adequately through the pipes to the detention system, and downstream from the detention system to the
off -site conveyance system. Please see the calculations within Exhibit J of this report.
10269.001 [JPJ/ath/bql
0.1
6.0 EROSION AND SEDIMENTATION CONTROL DESIGN
0,
0,
6.0 EROSION AND SEDIMENTATION CONTROL DESIGN
The temporary erosion facilities provided for this project meet the requirements of the 1992 Department
of Ecology Stormwater Management Manual for the Puget Sound Basin. Elements of the erosion control
provided for this project include temporary rock construction and silt fencing interceptor ditches with
rock check dams, and a temporary sediment pond with a gravel cone filter on the outlet from the
temporary sediment pond. The temporary sediment pond was sized to treat the 10-year storm under
erosion and sedimentation control conditions, such that 1,250 square feet of pond surface area per cfs of
inflow during a I 0-year storm was the water surface area provided in the pond. This pond provided more
than the required surface area of 620 square feet. In addition to the sediment pond, clearing limits were
specified on the plan so that only the portions of the project site to be developed will be cleared. Please
see the Erosion and Sedimentation Control Basin Summaries and Calculations within Exhibit I of this
report.
10269.001 [JPJ/ath/bql
0
0
7.0 CONCLUSION
(9
7.0 CONCLUSION
This project is increasing the aesthetic qualities of this portion of the City of Edmonds by constructing
new buildings and new parking, conveyance, detention, and water quality system to treat runoff from the
site over and above what exists there currently. The detention system should reduce the amount of peak
runoff leaving the property from the existing conditions, as well as treating the runoff with the
stormceptor and sediment and oil control in the detention vault, more than would occur on the site under
existing conditions. Therefore, this development should be accepted as proposed.
10269.001 [JPJ/ath/bql
0
EXHIBITS
0
0
0
EXHIBIT A
VICINITY MAP
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EXHIBIT B
OFF -SITE ANALYSIS DRAINAGE SYSTEM TABLE
0
OFF -SITE ANALYSIS DRAINAGE SYSTEM TABLE
Surface Water Design Manual, Core Requirement #2
Basin: Puget Sound Subbasin Name: SR-104
Subbasin Number:
"?I-- A_�
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, mi
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P,
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See Map
Type: sheet flow, swale, stream,
channel, pipe, pond; size, diameter,
surface area
Drainage basin, vegetation, cover,
depth, type of sensitive area, volume
%
Ft
Constrictions, under capacity, ponding,
overtopping, flooding, habitat or
organism destruction, scouring, bank
sloughing, sedimentation, incision,
other erosion
Tributary area, likelihood of problem,
overflow pathways, potential impacts
I
12-inch RCP
Into SR-104 right-of-way
catch basin to catch basin
0 to 50
None noted
None noted
2
12-inch RCP
Catch basin to catch basin
50 to 90
None noted
None noted
3
30-inch RCP
Catch basin to catch basin
90 to 190
None noted
None noted
4
48-inch RCP
Catch basin to catch basin
1.57
190 to 635
None noted
None noted
5
48-inch RCP
Catch basin to catch basin
1.56
635 to 1,120
None noted
None noted
6
48-inch RCP
Catch basin to catch basin
1.43
1, 120 to 1, 194
None noted
None noted
7
48-inch RCP
Catch basin to catch basin
1.42
1,194 to 1,644
None noted
None noted
8
48-inch RCP
Catch basin to catch basin
1.40
1,644 to 1,794
None noted
None noted
9
48-inch RCP
Catch basin to catch basin
1.47
1,794 to 2,054
None noted
None noted
10269.001 [JPJ/athfbq]
(o
EXHIBIT C
DOWNSTREAM MAP
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SR 104 -
STH AVE.
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0 CONCRETE INLf r
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GRATE IAIL ET
SNOHOMISH COUNTY
CULVERT or D4ZAIN PlPf
DRAINAGE PLAN
SEWER rypE
WASHINGION STATE HWA-rWAY CCk'AAUSSX>N
ASPHALT CONCRETE SPILLWAY
DEPARIMEW Of HIGHWAYS
01YMPLA- WASHP#GTC+d
WATER LIALVE Dashed)
�*Gw� K. clu-sy
"AS C 0, ST C T
WATER &fETER (E,,st DasheJ)
FOR, IN
1E1GVS011
FIRE "YDRANT (Exst Dashed)
PLAN-S;! lel--INLY
i
DITCH
20 0 20 .0
EXIST STORm SEWER Scale in Feet
Reloca�e 4- Weie� 14,7,e? 70 Clca-
C�'ZA-T �M.ft SHEET 2 6 OF 43 SMEETS
U714ir.K RELOCATIOA1
A,1jZ'1 0-7 ADrZ15r1-f6-A1r-5-.
lu
tu
DRA11VAGE LEGEND
0
CATCH BAS1.%,(Ex,-noDvjbsof)
0
MAVHOI.,c (F.Isi L)ajhgol.�
0
CvvCpl-rT IM Z-.r
aeArc ImEr
C111 Ve,?r OR D,9AIN,01,0F
SEWER PIPE
A5AAMI 7 COACAfrE JPILL WA Y
WA 7Ze V41 VE (Ex,5,4 ar-%had)
WATCR AfErER(CAIO
HyDeAN7(Z-,,-,1Da-,hd)
its,
i-XIJTIN6 -57-ORM 5EWZ-R
DIrCH
4- Waler H.7,n ro Alev
See --u7-1Ljr),, RU0CAr1oA,
ANDIOR AD-rL,5rmE-N7--:S."
20 0 .20 40
Jc(r/c fa Feet
SR 104 MP 25.81 TO MP 26.47
5TH AVE. IN EDMONDS TO 1007H AVE. WEST
SNONOWSH COUNTY
DFAINAGE PLAN
WASHLNGTON STATE WCAMAY COWAMSM
DEPART~ OF HWAMAYS
FOR. "AS CONSTRUCTED OLYMPLA, WASHNGTON
I (& A. H PARX22 04AMMM
PLANS" ONLY AL�H VOGO" IL "-WY
— ------- Wim& -Rcmoft ""AMD
A�OYMOCtCbOr 19,1913
cow"Cl wman A ?I; SKEET 25 oF 43 -n
zwre I OWC VlSiOM
"1 1)
DRAINAGE I-EGEND
0
CATCH AASi-V (Ex4f. Doibed)
0
MANHOLE tfxijf. Dashed)
13
CONCRETE INIET
c RA Tic /#t E r
5;ze
CULVERT o�- DRAIN PIPE
Size
SE WER PIPE
ASPRALT CONCRETE JPILLwAy
0
WA7EP VALVE (Erist. Dajhed)
0
WATER METER ff'xu* Dashed)
6-
J"IRE HYPRANT' (S"xist: Dashed)
STORIV SEWER
DITCH
Raourr 4- wArrR mAw 7-0 afAR vc;v srRL.TuRE.
UrILITr RELocA,-,oA,
T. 2 7At P 3E. WY.
k
Apl�o �2O� 40
Sco/c in Feet
.3 WASH
1 - -1, - , — -- --
SR 104
MP 2S.81 TO MP 2&47
STH AVE
IN EDMONDS TO 100TH AVE WEST
SHOHOMSH COUNTY
DRAINAGE PLAN
WASHMOTON STATE NWINWAT COMA41SSX)N
FOR AS
.....-PLANS"
CONSTRUCTED
ONLY
WARTMENT OF NWAMAYS
OLYMM& WASHwwom
A. K. PARXIN c"Am.Am
"A40C. WAUH V'JtG&" IL G~
L"Ev Ft-liso" NOWARD soommum
APP&CWW Oct. bk- 113, 157 3
cowzAc, Jm SHEET 24 of 4 3 warn
//-/V- 154.1.
loAre
O�A Ab.
o;,EP75-7F7v--
0
EXMBIT D
USGS QUAD MAP
I z A
go
st
ber s
eml/
1,-----,' 4 we was
PA a -ILI
RA- __w I r
Cl
Q)
. ................. .....
3/4 ee
... . . ..........
00
Mai
Ck)
o/
0)
EXHIBIT E
SOILS MAP
'T, 17,
6
xlP�
'JI
R 7,17 -1-av",
V5, ME
I IN bf..
p
188
Soil survey
TABLE 14—PHYSICAL AND
CHEMICAL PROPERTIES
OF SOILS --Continued
i
i
1 1 Erosion
Soil name and !Depth!Clay
<2mmj
Permeability
Available
1 Soil
: Shrink -swell factors
',Organic
map symbol
water capacity
:reaction: potential ---'r'
:
' matter
K I
T
In
Fct
In/hr
In/ln
pH
T-7-cu-
75*, 76*:
Tokul ----------- 1 0-4 1
--- i
0.6-2.0
0.16-0.19
15.1-6.5
!Low ------------ 10.281
2
1 15-20
1 4-22:
o.6-2.0
0.15-0.19
15.1-6.5
!Low ------------ 10-32:
122-311
1 31 1
o.6-2.0
i
0.14-0.18
15.1-6.5
Mow ------------ 10.281
--------------- i ---- i
Ogarty ---------- 1 0-6 1
i
o.6-2.0
i
0.08-0.11
14.5-6.0
:Low ------------ 10.24:
2
1 5-10
1 6-381
1 38 1
1
1
o.6-2.0
It
i
0.06-0.10
---
15.1-6.0
Mow ------------ 10.281
--------------- i ---- i
i
I
I
Rock outcrop.
770:
Tokul ------------ 0-4
o.6-2.0
0.16-0.19
15.1-6.5
!Low ------------ 10.281
2
1 15-20
:: 4-221
---
o.6-2.0
0.15-0.19
15.1-6.5
!Low ------------ 10-321
It
22-31:
31 :
--- 1
--- 1
o.6-2.0
---
i
i
0.14-0.18
---
15.1-6.5
i ---
Mow ------------ 10.281
i ---------------
i
Winston --------- 1 0-3 1
--- i
o.6-2.0
i
0.10-0.14
15.1-6.5
:Low ------------ 10.241
2
1 5-2
1 3-251
--- 1
0.6-2.0
i
0.13-0-17
15.6-6.5
!Low ------------ 10.241
125-601
0-3 1
>20
1
0,03-0*05
15,6-7.3
Mow ------------ 10.10:
79 --------------- 1 0-101
i
0.6-2.0
i
0.21-0.23
14.5-5.5
Mow ------------ :0.241
2
1 15-25
Verlot 1,10-161
11
0.6-2.0
0.19-0.21
15.1-6.0
Mow ------------ 10-371
It
116-351
i
o.6-2.0
i
0.14-0.19
15.1-6.0
Mow ------------ 10-371
i
1 35 1
---------------
80, 81 ----------- 1 0-3
0.6-2.0
0.10-0.14
15.1-6.5
Mow ------------ 10.241
2
5-2
Winston 1 3-251
--- 1
o.6-2.0
i
0.13-0-17
:5.6-6.5
Mow ------------ 10.241
:25-601
0-3
>20
i
0.03-0.05
15.6-7.3
!Low ------------ 10.101
i
82*.
Xerorthents
See descrip tion of
the map unit for composition
and behavior
characteristics of the map unit.
0,
0
EXHIBIT F
ASSESSOR'S MAP
to,
QUARTER F _rSECTICON TOWNSHIP iiFlilillilL RANGE
NW 3 6 �7�� 217:
ApmdiatofaeSnobonMCountyA&wsoesoffia
kv Pmdmd m D�bff 04,2001
SW-2—r-27-3
.. L
26
6
2 3-122 Of 3-112 �l
5 3-123 9 10 ; I I
f
W VVAYjCfTY LIMFTS 2 _0
az
3-113 3-064 12
8TH ST SV 00
0o ES
6 1 6 1 02
2
02 q 10
to,
2 A
2 C 5— +02
2
-- 03 of of 7
3 :Z4 3 1-08
04 8 0
RICHMOND BEACH 03 3 00 5
7 114 10 02 6
3 f 02 rR 'I -
2 03 1 of
6 SP 1-9&" 01 2'� 3 4
I N. 3
031 2
7 04 4
01 02 4 1-13
12 13 14 5 1 3 04 2
10 01
9 /VISI Af _i* 1 1 NO
MA 0 15 1. 00 1
; .. iSARDFN Tj?A 0 TS 6 slk
25 3:
2
(5546) 02 01 02
1 3 02 15 is ISP437 73 Sp �5 (011.80 6 7
24 > 0 2
,,X 1 03 Of 7 03 9
AV 4 3
1-11 2
4 1 14 1 6 3 1- f3
17 2 01 P -9-90
of 01", 1 01 Is
13
K
9 001 ......
'03 jP4 2 1 01 1 1-13
12 23 00 1 .10
02 q- I
is R 4
4"R —wr
22 1 2 3 4 8 01 Iq
1 9 21 5 02
10 11 (D 20 6 00 1 1 17 02 12 1 01
-ST--- of 2 1 3 2
02 *00
9 4 64 f W4
-87 7,16
c
4 3 2 JLIEI�_ . . .........
7 11 1
0 4 3 �;02
16 14 13 1 2 1 is 103 12 2 1 1
(4 04 1 of 02 115
SPqADf 01 02
4 3 . 2 2 4
5
r - - -ROBINW-HOO 3
01
02 0
03 5 4 3 2 6
9 *x
071t
0 7 02 20 21
M 1 22 9
010 9 . .....
w 8 19
-FRI 08
9 10
12 1 17 2
:p 10 2-022
3
12
13 11 12 13 14 15 4 5
14 -------N9TT4NGHAM--RD -------- L -------
13
02
15 16 17 IS 19
22 23 24 25 14
0 2
J is
2 1
'-4 e12 "' * ;
2-W3
2 f 2-006
1 2-005
X* 16 of
2-35T-f+--PL---
2 — ___ 17
2-016 -2
19
2 6 15 2-0201 1 C4 2-010
f 18 03
2
L2_
B SNOHOMISH - KITSAP PROJECT C G
........... .... ............ .............................. IV
40 42 ..... . ..... I ............................................ ........ 5 4 3 2 1 7 6 9 10
6
............
SW-36-27-3
0
EXHIBIT G
FLOW CONTROL CALCULATIONS
RUNOFF CURVE NUMBER CALCULATIONS
On -site soils are considered to be Type 'C'
Developed conditions:
2.0 acres impervious CN = 98
Pervious Area = 0.52 acre
0.393 acre CN = 81 (second growth forest)
0.127 acre CN = 86 (landscaping)
Weighted pervious CN = 82.22
Pre -Developed Conditions:
2.52 acres second growth forest CN = 81
sm
11 Al i
;1INI!
RPIR 11 A
I im
log
C -
Ell
0.0
z
z >
TO z
u)
in >
0
m
z
F,
Eu Eal Ell Ell Ell Ell Ell
.Job Nmb� 14A(j —AL For Title:
06 0 18215 72ND AVENUE SOUTH
10269 KENT, WA 98032 lk— —AL. CDA Architects Incorporated GRADING AND STORM DRAINAGE PLAN
(425)251-6222 ChsaWd —AS— P.O. Box 66429
(425)01-8782 FAX
0 Seattle, Washington
M EMMEM LW RMMNG. N/A
SURVEM ENVRON"AL SEWCES DeW 3/1
WOO . 1 (206) 3e8-98e8 WESTGATE VILLAGE
Dd.lr-- 05/03/2002 1126 S-W 1-30 li—n Xfr 10269-10269-1..10269—b.
KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL
(2) CN values can be area weighted when they apply to pervious areas of similar CN's (within 20
CN points). However, high CN areas should not be combined with low CN areas (unless the
low CN areas are less than 15% of the subbasin). In this case, separate hydrographs should be
generated and summed to form one hydrograph.
FIGURE3.5.2A HYDROLOGIC SOIL GROUP OF THE SOILS INKING COUNTY
SOIL GROUP HYDROLOGIC HYDROLOGIC
GROUP* SOIL GROUP GROUP*
Alderwood C Orcas Peat D
Arents. Alderwood Material C Oridia
Arents, Everett Material B Ovall D
Beausite C Pilchuck C
Bellingham D Puget C
Briscot D Puyallup D
Buckley D Ragnar B
Coastal Beaches Variable Renton B
Earlmont Silt Loam D Riverwash D
Edgewick C Salal Variable
Everett A/B "Sammamish C
Indianola D
Kitsap A Seattle D
KJaus C Shacar D
C *Si Silt C
Mixed Alluvial Land Variable Snohomish D
Neilton A Sultan C
Newberg B Tu * D
Nooksack C I 22irtan
Normal Sandy Loam D Variable
WotianvVille D
HYDROLOGIC SOIL GROUP CLASSIFICATIONS
A. (Low runoff potential). Soils having high infiltration rates, even when thoroughly wetted, and consisting
isist
chiefly of deep, well -to -excessively drained sands or gravels. These soils have a high rate of water
transmission.
B. (Moderately low runoff potential). Soils having moderate infiltration rates when thoroughly wetted, and
consisting chiefly of moderately fine to moderately coarse textures. These soils have a moderate rate of
water transmission.
C. (Moderately high runoff potentiao. Soils having slow Infiltration rates when thoroughly wetted, -and
consisting chiefly of soils with a layer that Impedes downward movement of water, or soils with moderately
fine to fine textures. These soils have a slow rate of water transmission.
D. (High runoff potential). Soils having very slow infiltration rates when thoroughly wetted and consisting
chiefly of clay soils with a high swelling potential, soils with a permanent high water table. soils with a
hardpan or clay layer at or near the surface, and shallow soils over nearly impervious material. These soils
have a very slow rate of water transmission.
From SCS, TR-55, Second Edition. June 1986, Exhibit A-1. Revisions made from SCS, Soil Interpretation
Record, Form #5, September 1988.
3.5.2-2
11/92
KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL
TABLE 3.5.211 SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS
SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (Published by SCS in 1982)
Runoff curve numbers for selected agricultural, suburban and urban land use for Type 1A
rainfall distribution, 24-hour storm duration.
CURVE NUMBERS 6Y
HYDROLOGIC SOIL GROUP
LAND USE DESCRIPTION
A B C D
Cultivated land(l):
winter condition
86 91 94
Mountain open areas:
low growing brush and grasslands
74 82 89 92
Meadow or pasture:
65 78 85 89
Wood or forest land:
undisturbed or older second growth
42 64 7 81
Wood or forest land:
oung
y second growth or brush
81- "4 �6�
55 72 (b
Orchard:
with cover crop
81 88 -92 94
Open spaces, lawns, parks, golf
courses, cemeteries,
landscaping.
good condition:
grass cover on 75%
or more of the area
68 80 90
0
fair condition:
grass cover on 50%
to 75% of the area
77 85 90 92
Gravel roads and parking lots
76 85 89 91
Dirt roads and parking lots
72 82 87 89
Impervious surfaces, pavement,
roofs, etc.
98 98 (181 98
Open water bodies:
lakes, wetlands, ponds, etc.
100 100 100 100
Single Family Residential (2)
Dwelling Unit/Gross A66
%'Impervious - 3
1.0 DU/GA
15
Separate curve number
1.5 DU/GA
20
shall be selected
2.0 DU/GA
25
for pervious and
2.5 DU/GA
30
impervious pqrtion
3.0 DU/GA
34
of the site or basin
3.5 DU/GA
38
4.0 DU/GA
42
4.5 DU/GA
46
5.0 DU/GA
48
5.5 DU/GA
50
6.0 DU/GA
52
6.5 DU/GA
54
7.0 DU/GA
56
Planned unit developments,
% impervious
condominiums, apartments,
must be computed
commercial business and
industrial areas.
- p4V
. P6V �.
I,/ I — . 1. 1w, V, ukct UVZ-w1Pt1U1 I U1 dylIGUILL11di iarju use curve numDers; reter 10 National Lngineering
Handbook, Section 4, Hydrology, Chapter 9. August 1972.
(2) Assumes roof and driveway runoff is directed into street/storm system.
(3) The remaining pervious areas (lawn) are considered to be in good condition for these curve numbers.
3.5.2-3 11/92
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I -OM R� PORTION NE114 NW114 SEC. $0, TZIN, ROE, W.M.
%�.. SEATTLF, WA 98134 CITY OF EDMONDS
a& 811111110M LMM F6K. I
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For Titir.
18215 72ND AVENUE SOUTH
KEW, WA 98032 CDA Architects Incorporated CJIADING AND STORM DRAINAGE PLAN
(425)251-6222
(425)251-8782 FAX P.O. Box 65429
M DONIMIM, LAND PLANNING. Seattle, Washington
SUIMING, DMONMIMAL SIMM
mil (20e) 3es-oeu WESTGATE VILLAGE
3/12/02 9:46:39 am Shareware Release page 1
1 BARTELL'S IN EDMONDS-HWY. 104 & 100TH
JOB NO. 10269
WORKS4 FILE NO. 10269.BSN
BASIN SUMMARY
BASIN ID: 100DEV
SBUH METHODOLOGY
TOTAL AREA ....... :
RAINFALL TYPE .... :
PRECIPITATION .... :
TIME INTERVAL .... :
NAME: 100 YR DEVELOPED
2.52 Acres
TYPE1A
3.00 inches
10.00 min
BASEFLOWS:
AREA. . :
CN .... :
TC .... :
0.00 cfs
PERV
0.52 Acres
82.22
6.96 min
ABSTRACTION COEFF: 0.20
TcReach - Sheet L: 60.00 ns:0.4000 p2yr: 1.40
TcReach - Shallow L: 60.00 ks:27.00 s:0.0150
TcReach - Channel L: 200.00 kc:42.00 s:0.0050
PEAK RATE: 1.38 cfs VOL: 0.52 Ac-ft TIME:
BASIN ID: 100PRE
SBUH METHODOLOGY
TOTAL AREA .......
RAINFALL TYPE ....
PRECIPITATION ....
TIME INTERVAL ....
NAME: 100 YR PREDEVELOPED
2.52 Acres
TYPE1A
3.00 inches
10.00 min
BASEFLOWS:
AREA. . :
CN ....
TC ....
s: 0. 6000
480 min
0.00 cfs
PERV
2.52 Acres
81.00
12.87 min
ABSTRACTION COEFF: 0*20
TcReach - Sheet L: 100.00 ns:0.4000 p2yr: 1.40
TcReach - Shallow L: 300.00 ks:11.00 s:0.0100
PEAK RATE: 0.60 cfs VOL: 0.28 Ac-ft TIME:
BASIN ID: 10DEV
SBUH METHODOLOGY
TOTAL AREA ....... :
RAINFALL TYPE .... :
PRECIPITATION .... :
TIME INTERVAL .... :
NAME: 10 YR DEVELOPED
2.52 Acres
TYPE1A
2.10 inches
10.00 min
BASEFLOWS:
AREA. . :
CN ....
TC ....
s: 0. 6000
480 min
0.00 cfs
PERV
0.52 Acres
82.22
6.96 min
ABSTRACTION COEFF: 0.20
TcReach - Sheet L: 60.00 ns:0.4000 p2yr: 1.40
TcReach - Shallow L: 60.00 ks:27.00 s:0.0150
TcReach - Channel L: 200.00 kc:42.00 s:0.0050
PEAK RATE: 0.91 cfs VOL: 0.34 Ac-ft TIME:
-0
M1910011110re,
480 min
IMP
2.00 Acres
98.00
6.96 min
IMP
0.00 Acres
98.00
0.00 min
imp
2.00 Acres
98.00
6.96 min
3/12/02 9:46:39 am Shareware Release page 2
BARTELL'S IN EDMONDS-HWY. 104 & 100TH
JOB NO. 10269
WORKS4 FILE NO. 10269.BSN
BASIN SUMMARY
BASIN ID: 10PRE
SBUH METHODOLOGY
TOTAL AREA .......
RAINFALL TYPE ....
PRECIPITATION ....
TIME INTERVAL ....
NAME: 10 YR PREDEVELOPED
2.52 Acres
TYPE1A
2.10 inches
10.00 min
BASEFLOWS:
AREA. . :
CN .... :
TC .... :
0.00 cfs
PERV
2.52 Acres
81.00
12.87 min
ABSTRACTION COEFF: 0.20
TcReach - Sheet L: 100.00 ns:0.4000 p2yr: 1.40 s:0.6000
TcReach - Shallow L: 300.00 ks:11.00 s:0.0100
PEAK RATE: 0.25 cfs VOL: 0.14 Ac-ft TIME: 480 min
BASIN ID: 10TESC
SBUH METHODOLOGY
TOTAL AREA ....... :
RAINFALL TYPE .... :
PRECIPITATION .... :
TIME INTERVAL .... :
NAME: 10 YR TEMPORARY DURING CONSTR.
2.52 Acres
TYPE1A
2.10 inches
10.00 min
BASEFLOWS:
AREA. . :
CN .... :
TC .... :
0.00 cfs
PERV
2.52 Acres
89.00
20.76 min
ABSTRACTION COEFF: 0.20
TcReach - Sheet L: 140.00 ns:0.0600 p2yr: 1.35 s:0.0050
TcReach - Channel L: 360.00 kc:20.00 s:0.0050
PEAK RATE: 0.49 cfs VOL: 0.23 Ac-ft TIME: 480 min
BASIN ID: 2DEV
SBUH METHODOLOGY
TOTAL AREA ....... :
RAINFALL TYPE .... :
PRECIPITATION .... :
TIME INTERVAL .... :
NAME: 2 YR DEVELOPED
2.52 Acres
TYPE1A
1.35 inches
10.00 min
ABSTRACTION COEFF: 0.20
BASEFLOWS:
AREA. . :
CN .... :
TC .... :
0.00 cfs
PERV
O.S2 Acres
82.22
6.96 min
TcReach - Sheet L: 60.00 ns:0.4000 p2yr: 1.40 s:0.6000
TcReach - Shallow L: 60.00 ks:27.00 s:0.0150
TcReach - Channel L: 200.00 kc:42.00 s:0.0050
PEAK RATE: 0.53 cfs VOL: 0.20 Ac-ft TIME: 480 min
0,
IMP
0.00 Acres
98.00
0.00 min
IMP
0.00 Acres
0.00
0.00 min
IMP
2.00,.Acres
98.00
6. 96 min
3/12/02 9:46:39 am Shareware Release page 3
BARTELL'S IN EDMONDS-HWY. 104 & 100TH
JOB NO. 10269
WORKS4 FILE NO. 10269.BSN
BASIN SUMMARY
BASIN ID: 2PRE
SBUH METHODOLOGY
TOTAL AREA .......
RAINFALL TYPE ....
PRECIPITATION ....
TIME INTERVAL ....
NAME: 2 YR PREDEVELOPED
2.52 Acres
TYPE1A
1.35 inches
10.00 min
BASEFLOWS:
AREA. . :
CN ....
TC ....
0.00 cfs
PERV
2.52 Acres
81.00
12.87 min
ABSTRACTION COEFF: 0.20
TcReach - Sheet L: 100.00 ns:0.4000 p2yr: 1.40 s:0.6000
TcReach - Shallow L: 300.00 ks:11.00 s:0.0100
PEAK RATE: 0.04 cfs VOL: 0.05 Ac-ft TIME: 960 min
BASIN ID: 2TESC
SBUH METHODOLOGY
TOTAL AREA ....... :
RAINFALL TYPE .... :
PRECIPITATION .... :
TIME INTERVAL .... :
NAME: 2 YR TEMPORARY DURING CONSTR.
2.52 Acres
TYPE1A
1.35 inches
10.00 min
BASEFLOWS:
AREA. . :
CN ....
TC ....
0.00 cfs
PERV
2.52 Acres
89.00
20.76 min
ABSTRACTION COEFF: 0*20
TcReach - Sheet L: 140.00 ns:0.0600 p2yr: 1.35 s:0.0050
TcReach - Channel L: 360.00 kc:20.00 s:0.0050
PEAK RATE: 0.19 cfs VOL: 0.11 Ac-ft TIME: 490 min
IMP
0.00 Acres
98.00
0.00 min
IMP
0.00 Acres
0.00
0.00 min
3/12/02 9:46:39 am Shareware Release page 4
BARTELL'S IN EDMONDS-HWY. 104 & 100TH
JOB NO. 10269
WORKS4 FILE NO. 10269.BSN
HYDROGRAPH SUMMARY
PEAK
TIME
VOLUME
HYD
RUNOFF
OF
OF
Contrib
NUM
RATE
PEAK
HYDRO
Area
cfs
min.
cf\AcFt
Acres
1
0.247
620
14972 cf
2.52
2
0.599
530
22728 cf
2.52
3
0.736
510
20027 cf
2.52
4
0.091
490
2998 cf
2.52
0
3/12/02 9:46:39 am Shareware Release page 5
BARTELL'S IN EDMONDS-HWY. 104 & 100TH
JOB NO. 10269
WORKS4 FILE NO. 10269.BSN
STORAGE STRUCTURE LIST
RECTANGULAR VAULT ID No. 1
Description: INITIAL VAULT
Length: 52.00 ft. Width:
Ll
(0,
16.00 ft. voids:
1.000
3/12/02 9:46:39 am Shareware Release page 6
BARTELL'S IN EDMONDS-HWY. 104 & 100TH
JOB NO. 10269
WORKS4 FILE NO. 10269.BSN
STAGE STORAGE TABLE
RECTANGULAR VAULT ID No. 1
Description: INITIAL VAULT
Length: 52.00 ft. Width: 16.00 ft. voids: 1.000
STAGE < ---- STORAGE---- >
STAGE < ---- STORAGE ---- >
STAGE < ---- STORAGE---- >
STAGE < ---- STORAGE ---- >
(ft) ---
Cf--- --AC-Ft-
(ft) ---
cf--- --Ac-Ft-
(ft) ---
cf --- --
Ac-Ft-
(ft) ---
cf --- --
Ac-Ft-
308.80
0.0000
0.0000
310.70
1581
0.0363
312.60
3162
0.0726
314.50
4742
0.1089
308.90
83.200
0.0019
310.80
1664
0.0382
312.70
3245
0.0745
314.60
4826
0.1108
309.00
166.40
0.0038
310.90
1747
0.0401
312.80
3328
0.0764
314.70
4909
0.1127
309.10
249.60
0.0057
311.00
1830
0.0420
312.90
3411
0.0783
314.80
4992
0.1146
309.20
332.80
0.0076
311.10
1914
0.0439
313.00
3494
0.0802
314.90
5075
0.1165
309.30
416.00
0.0096
311.20
1997
0.0458
313.10
3578
0.0821
315.00
5158
0.1184
309.40
499.20
0.0115
311.30
2080
0.0478
313.20
3661
0.0840
315.10
5242
0.1203
309.50
582.40
0.0134
311.40
2163
0.0497
313.30
3744
0.0860
315.20
5325
0.1222
309.60
665.60
0.0153
311.50
2246
0.0516
313.40
3827
0.0879
315.30
5408
0-1242
309.70
748.80
0.0172
311.60
2330
0.0535
313.50
3910
0.0898
315.40
5491
0.1261
309*80
132,00
0,0191
311,70
2413
0,0554
313*60
3994
0*0917
315,50
5574
0,12 8 0
309.90
915.20
0.0210
311.80
2496
0.0573
313.70
4077
0.0936
315.60
5658
0.1299
310.00
998.40
0.0229
311.90
2579
0.0592
313.80
4160
0.0955
315.70
5741
0.1318
310.10
1082
0.0248
312.00
2662
0.0611
313.90
4243
0.0974
315,80
5824
0.1337
310.20
1165
0.0267
312.10
2746
0,0630
314.00
4326
0.0993
315.90
5907
0.1356
310.30
1248
0.0287
312.20
2829
0.0649
314.10
4410
0.1012
316.00
5990
0.1375
310.40
1331
0.0306
312.30
2912
0.0669
314.20
4493
0.1031
310.50
1414
0.0325
312.40
2995
0.0688
314.30
4576
0.1051
310.60
1498
0.0344
312.50
3078
0.0707
314.40
4659
0.1070
0-
3/12/02 9:46:39 am Shareware Release page 7
-BARTELL'S IN EDMONDS-HWY. 104 & 100TH
JOB NO. 10269
WORKS4 FILE NO. 10269.BSN
DISCHARGE STRUCTURE LIST
MULTIPLE ORIFICE ID No. 1
Description: ORIFICE DESIGN
Outlet Elev: 308.80
Elev: 306.80 ft orifice Diameter: 2.0830 in.
Elev: 313.30 ft orifice 2 Diameter: 3.0410 in.
ko
3/12/02 9:46:39 am Shareware Release page 8
BARTELL'S IN EDMONDS-HWY. 104 & 100TH
JOB NO. 10269
WORKS4 FILE NO.
10269.BSN
STAGE
DISCHARGE TABLE
MULTIPLE ORIFICE
ID No.
1
Description: ORIFICE
DESIGN
Outlet Elev:
308.80
Elev: 306.80
ft
orifice
Diameter: 2.0830
in.
Elev: 313.30
ft
orifice 2
Diameter: 3.0410
in.
STAGE -DISCHARGE --- >
STAGE
<--DISCHARGE --- >
STAGE
<--DISCHARGE --- >
STAGE
<--DISCHARGE --- >
(ft) --- CfS -- -------
(ft)
--- CfS -- -------
(ft)
--- CfS -- -------
(ft)
--- CfS -- -------
308.80 0.0000
310.70
0.1623
312.60
0.2295
314.50
0.5560
308.90 0.0372
310.80
0.1665
312.70
0.2325
314.60
0.5697
309.00 0.0527
310.90
0.1706
312.80
0.2355
314.70
0.5829
309.10 0.0645
311.00
0.1746
312.90
0.2384
314.80
0.5958
309.20 0.0745
311.10
0.1786
313.00
0.2413
314.90
0.6082
309.30 0.0833
311.20
0.1824
313.10
0.2442
315.00
0.6204
309.40 0.0912
311.30
0.1862
313.20
0.2470
315.10
0.6322
309.50 0.0985
311.40
0.1899
313.30
0.2498
315.20
0.6438
309.60 0.1053
311.50
0.1935
313.40
0.3319
315.30
0.6551
309*70 0,1117
309.80 0.1177
311,60
311.70
0,1970
0.2005
313,50
313.60
0,3675
0.3954
315,40
315.50
0*6662
0.6770
309.90 0.1235
311.80
0.2039
313.70
0.4194
315.60
0.6876
310.00 0.1290
311.90
0.2073
313-80
0.4407
315.70
0.6981
310.10 0.1343
312.00
0.2106
313.90
0.4603
315.80
0.7083
310.20 0.1393
312.10
0.2139
314.00
0.4785
315.90
0.7184
310.30 0.1442
312.20
0.2171
314.10
0.4955
316.00
0.7283
310.40 0.1489
312.30
0.2203
314.20
0.5117
310.50 0.1535
312.40
0.2234
314.30
0.5271
310.60 0.1580
312.50
0.2265
314.40
0.5418
0,
3/12/02 9:46:41 am Shareware Release page 9
BARTELL'S IN EDMONDS-HWY. 104 & 100TH
JOB NO. 10269
WORKS4 FILE NO. 10269.BSN
LEVEL POOL TABLE SUMMARY
MATCH INFLOW -STO- -DIS- <-PEAK-> OUTFLOW STORAGE
< -------- DESCRIPTION --------- > (cfs) (cfs) --id- --id- <-STAGE> id (cfs) VOL (cf)
10PRE TO 10DEV ............... 0.25 0.91 1 1 313.20 1 0.25 3657.14 cf
100PRE TO 100DEV ............. 0.60 1.38 1 1 314.82 2 0.60 5011.15 cf
0_
0
0 EXHIBIT H
WATER QUALITY CALCULATIONS
10
07/15/02 MON 10:54 FAX
121001
.-FILE COPY
N m
1hM4A1=WlJAk1LSS-
Hydro Coimduit Divisio - n
Rinker Materiah Corporation
Cell 503,572.9894
Fax 503.296.2023
To: Don Fiene w/ City of Edmonds From; Peter Van Tilburg
CC: Jake Jnobs w/ Bargbousen Area Mauager — WA, OR., AK
0
C
D
J1
pyand1bu?g&nker.com
FFax#: 425.771.0221 Date; 7/15/02
9C Fa-x 425.251,8782
Reference: Edmonds Project Pages:; (t Ttw (inel. Cover)
Message:
Don�
The following information per our conversation. Please call or email with any questions.
Thanks, Peter.
Go
07/15/02 MON 10:54 FAX
I
002
(40
Gle
StormceptorTM Sizing
Program
Vemlon 3.0.0
Selected Rainftll Station
Particle Size Distribution
State WASHINGTON
Diam. (um)
Percent
Vel. (ftls)
Name SEATTLE PORTAGE
BAY
ID# 7458
20
20
0.0013
Elev. (ft) 19
Latitude N 47 deg 39 min
60
20
0.0051
I Longitude W 122 deg 16 min
150..
20
0.0354
400
20
0.2123
Site Parameters
2000
20
0.0417
Total Area (ac) 2.52
Imperviousness 80.
ImpervIous Area (ac) 2.02
Stormceptor Model
STC 450i
STC goo
STC 1200
STC 1800
STC 2400
STC 3600
STC 4800
STC 6000
STC 7200
STC 11000
STC 13000
Comments:
Stormcaptor SIzJnq Table
% Runoff Treated
72.1
69.5
89.5
96.1
96.1
98.9
Salo
99.6
99.8
WDOE thresholds are typically 80% annual TSS removal and 91% c
treated. The STC 2400 exceeds both these standards and appears
your site.
Project; Auburn Dairy, Edmonds, Wa
Designer Jake Jacobs CIO Barghausen Engrs.
% TSS Removal
74.5
02.8
82.9
136.7
87.3
89.9
90.3
91.9
94.1
94.4
95A
07/15/02 MON 10:55 FAX 10003
STORMCEPTOR HYDROLOGY SIMULATION PROGRAM
VERSION 3.0
This program reads local 15 minute data and simulates
runoff for the period of record to determine the W of
annual runoff treated and !k of annual TSS removed by the
Stormceptor
SEATTLE PORTAGE BAY
Latitude N 47 deg 39 min
Longitude W 122 deg 18 min
Elevation 195. Feet or 59.4 Meters
Rainfall records from 1973 to 1998
Site Parameters
Total Drainage Area (ac)
Total Imperviousness M
Overland Flow Width (ft)
Overland slope (t)
impervious Depression Storage (inches)
Pervious Depression Storage (inches)
Impervious Mannings n
Pervious Manninge n
Infiltration Parameters
2.52
80.00
663.
2,0
0.020
0.200
0.015
0.250
Horton Infiltration Used
Initial (Max) Infiltration Rate (in./hr) 2.44000
Final (Min) Infiltration Rate (in./hr) 0.40000
infiltration Decay Rate (1/sec) 0.00055
infiltration Regeneration Race) 0.01000
Daily evaporation (in./hr) 0.100
Sediment build-up reduces the stQrage volume for settling calculations
A maintenance cycle of 12 months was chosen
(The Stormceptor will be cleaned out every 12 months)
07/15/02 MON 10:55 FAX
I
0004
TSS Loading Calculations
Buildup / Washoff Loading chosen
Buildup Washoff allocates more washoff in the rising limb of the hydrograph
Target Event Mean Concentration (mg/1)
125.
Buildup Exponent
0.400
Washoff Exponent
0.200
Availability Factors for Particles >=
400. um,
Availability t-- A + Bi^C
A
0.057
B
0.040
i
rainfall intensity
C
1.100
Stormwater Particle Size Distribution
Table
Diameter Percent Specific Gravity
Settling Velocity
(um) (%-)
(ft/8)
20.0 20.0 1.30
0.0013
60.0 20.0 1.80
0.0051
150-0 20.0 2.20
0.0354
400.0 20.0 2.65
0,2123
2000.0 20.0 2.65
0.9417
Flocculative settling assumed for particles
<= 20 um,
Rainfall period from 1973 to 1998
Tocal rainfall period of 26 years
Total rainfall w 23796.4
mm, 536.9 in
Average annual rainfall
915.2 mm 36.0 in
Rainfall event analysis
2.0 hour inter event time used to determine
# of events
< in. Events w Vol (in.)
W
0.25 4776 81-91 314.
33.5
0.50 589 10.1 207.
22.1
0.75 254 4.4 156.
16.7
1.00 95 1.6 82.
8.8
1.25 44 0.8 so.
5.3
1.50 32 0.5 43.
4.6
1.75 is 0.3 24.
2.00 3 .0.1 6.
2.6
0.6
2.2S 3 0.1 7.
0.7
07/15/02 MON 10:55 FAX
I
[a 005
Ce
2.50
2.75
5
3
0.1
0.1
12.
B.
1.3
0.8
3.Oo
6
0.1
17.
1.8
3.25
1
0.0
3.
0.3
3.50
1
0.0
3.
0.4
3.75
0
0.0
0.
0.0
4.00
0
0.0
0.
0.0
4.25
0
0.0
0.
0.0
4.50
0
0-0
0.
0.0
4.75
1
0.0
S.
0.5
5.00
0
0.0
0.
0.0
5.25
0
0.0
0.
0.0
5.50
0
0.0
0.
0.0
5.75
0
0.0
0.
0.0
6.00
0
0.0
0.
0.0
6.25
0
0.0
0.
0.0
6.50
0
0.0
0.
0.0
6.75
0
0.0
0.
0.0
7.00
0
0.0
0.
0.0
7.25
0
0.0
0.
0.0
7.5o
0
0.6
0.
0-0
7.75
0
0.0
0-
0.0
B-00
0
d.*0
0.
0.0
8.25
0
0 . .0
0.
0.0
>
8.25
0
0.0
01
0.0
Total rain in inches 937.
Number of rain events 5828
Rainfall intensity analysis
Average intensity 0.16 in/hr
< in/hr Number 9, Vol (in.) P6
0.25
18733
83-9
473.
50.5
0.50
3108
13.6
276.
29.5
0.75
752
3.3
112.
3.2.0
1.00
207
0-9
44.
4.7
1.25
50
0,.3
16.
1.7
1.50
is
0.1
S.
0.5
1.75
5
0.0
2.
0.2
2.00
9
0.0
4.
0.5
2.25
3
0.0
2.
0.2
2.5o
1
0.0
1.
0.1
2.75
1
0.0
1.
0.1
3.00
0
0.0
0.
0.0
3-2s
0
0.0
0.
0.0
3.50
0
0.0
0.
0.0
3.75
0
0.0
0.
0.0
4.00
1
0.0
1.
0.1
4.25
4.50
0
0
0.0
0.0
0.
0.
0.0
0.0
4.75
0
0.0
0.
0.0
07/15/02 MON 10:56 FAX
0006
5.00 0
0.0
0.
0.0
5.25 0
0.0
0.
0.0
5.50 0
0.0
0.
0.0
5.75 0
0.0
0.
0.0
6.00 0
0.0
0.
0.0
6.25 0
0.0
0.
0.0
6.50 0
0.0
0.
0.0
6.75 0
0.0
0.
0.0
7.00 0
.0.0
0.
0.0
7.25 0
0.0
0.
0.0
7.50 0
0.0
0.
0.0
7.75 0
0.0
0.
0.0
8.00 0
0.0
0.
0.0
8.25 0
0.0
0.
0.0
> 8.25 0
0-0
0.
0.0
Total rainfall
936.9
in.
23796.4 MM
Tocal evaporation
112.3
in.
2851.2 mm
Total infiltration
107.2
in,
4755.8 mm
t Rainfall as runoff
69.7
Id
Average Event Mean Concentration for TSS (mg/1)
115.6
TSS Removal
Simulation
Results Table
Stormceptor
Treated
0 Ir Runoff
Tank TS8
Overall TSS
model
(cfs)
Treated
Removal (qF)
Removal W
450
0.28
72.1
79.9
74.5
900
0.64
89.5
84.7
92-8
1200
0.64
89.5
64.7
82.9
1800
0.64
89.5
84.9
83.0
2400
1.06
96.1
87.3
86.7
3600
1.06
96.1
67.9
87.3
4800
1.77
98.9
90.0
89.9
6000
1.77
98.9
90.4
90.3
7200
2.47
99.6
92.0
91.9
11000
3.53
99.8
94.1
94.1
13000
3.53
99.8
94.4
94.4
16000
4.94
99.9
95.4
95.4
Hydrology Table - Volume of
Runoff Treated
vs By -Pass
Flow Rate
Treated 0
Treated Vol
Over Vol
Tot Vol
W Treated
(cfe)
(ft3)
(ft3)
(ft3)
0-04
1530825.
4440612.
5969770.
25.6
0.14
3249870-
2720998.
5969770.
54.4
0.32
4472233.
1498689.
5969770.
74.9
0.57
5215319.
754702.
5969770.
87.4
07/15/02 MON 10:56 FAX
[a 007
0.88
5626619.
343421.
5969770.
94.3
1.27
S819772.
1500�0.
5969770.
97.5
1.73
5902190.
67622.
5969770.
.96.9
2.26
5937212.
32565.
5969770.
99.5
2.86
5952096.
17684.
5969770.
99.7
3.53
5960357.
9419.
5969770.
99.8
4.27
5964988.
4789.
5969770.
99.9
5.09
5966520.
3253.
5969770.
99.9
5.97
5967594.
2174-
5969770.
100.0
6.92
5968453.
1316.
5969*770.
100.0
7.95
5969122-.
650.
5969770.
100.0
9.04
5969690.
si.
5969710'.
100.0
20.21
5969770.
0.
59697'7*0.
100.0
12'.44
5969770.
0.
5969770.
100.0
12-75
5969770.
0.
5969770.
10010
14.13
5969770.
0.
5969770.
100.0
IS.57
5969770.
0.
5969770.
100.0
17.09
5969770.
0.
5969770.
100.0
18.68
5969770.
0.
5969770.
100.0
20.34
5969770.
0.
5969770.
100.0
22.07
5969770,
0.
5969770.
100.0
23-87
5969770.
0.
5969770.
100.0
25.74
5969770.
0.
5969770.
100-0
27.69
5969770.
0.
5969770.
100.0
29.70
5969770.
0.
5969770.
100.0
31.78
5969770.
0.
5969770.
100.0
(0 End of Simulation
07/15/02 MON 10:56 FAX
0008
ftkff
-'-MATEPJAI.S--
WASHINGTON INSTALLATIONS
Note: Partial Listing Only
Hydra Conduit DJA31on
800 NE Tennney Road, Suite 413
Vancouver, WA 98$85
t. 503.572.9894
f. 503.296.2023
pVant11burgQr1nksr.com
DATE
MODEL
LOCATION
CITY
STATE
APPUCATION
6/1/1996
STC 1000
NE 41 st to Kenmore Park & Ride WSDOT
Seattle
WA
Transportation
6/11/1996
77-1/1996
STC 2400
NE 41 at to Kenmore Park & Ride WSDOT
Seattle
WA
- —Transoortation
STC 2400
NE 41 at to Kenmore Park & Ride WSDOT
SeattlW—
WA—
Transportation
— 6/1/1996
STC 3600
NE 41 st to Kenmore Park & Ride WSDOT
Seattle
WA
Tmnsportatlon-
- 9/1/1996
STC 900
First Ave. S. Bridge-WSDOT & City of Se
Seatfle
WA
.
Roadwav
9/11/1996
STC 1800
First Ave. S. Bridge-WSDOT & City of Se
Seattle
WA
Roadway
9/11/1996
STC 900
Puget Sound Health Care
Plympia
WA
Commercial
9/1/1996
9T-C goo
Puget Sound Health Care
Olympla
WA
commercial
9/1 /1996
STC ' 1200
Puget Sound Health Care
Olympia
WA
Commercial
11/111996
STC 1800
Tangle Wild East Retrofit - Thurston Co
Olympia
WA
Commercial
12/1/1996
STZ500
Burlington Mini Storage
Burlinota—
WA
Commercial
8/1/1997
STC 1800
Universl!y of Washington Parking Lot -
Tacoma
WA
Government/Ins"on
8/1 /19971
STC 2400
University of Washington Parking Lot -
Tacoma
WA
Govemment/Institution
9/1 /1997
STC 6000
5th Avenue Parking City of Seattle
Seattle
Commercial
10/1/1997
STC 2400
TucciStreet Asehalt Plant (McChord Plan
Tacoma
WA
Industrial
11/1 /1997
STC T8-00
Port of Tacoma TI P Building
Tacoma
WA
Government/Institution
11/1/1997
STC 4800
Po'rt of Tacoma TIP Building
Tacoma
WA
Transportation
12/1/1997
STC 2400
Continental Mortgage & Savings Bank
Olympia
WA
Commercial
1/1 /1998
STC goo
Brittany Lane
—
Lacey
WA
Roadway
1/111998
STC 900
Morcos Chevron Station
Tacoma
_
WA
Industrial
1/1/1998
STC 900
P son Lake Townhomes
WA
Residential
1/1/1998
STC 900
Pa n Lake Townhomes
WA
Residential
5/1/1998
5/1/1998
STC 900
STC 900
Heritage Park Arc of Statehood
Heritage Park Arc of Statehood
017M-�G
Oly!npla
WA
TA—
Governmerittinstituflon
Government/Institution
5/111998
STC 4800
QFC Yelm H!!x & Rainier Rd
Lacey
WA
Commercial
6/1/1998
STC 3600
T.C. Products
Tacoma
WA
Industrial
7/1/1998
STC 900
Tacoma Fire Station #16
Tacoma
WA
Government/Institution
8/1/1998
STC 1800
3000 Pacific Avenue Offices
Olympia
WA
CommWrc—ja—I
—8/1/1998
STC 900
Marysville Retail Complex
Marysville
WA
Commercial
8/1/1998
—171/1998
STC 900
Marysville Retail Complex
Marysville
WA
Commercial
STC 300
Olympia Support Services
Olympia
WA—
Government/Institution
12JIll 998
STC 1200
Comfort Inn
Tacoma
WA
Commercial
2/1/1999
STC 4501
H.P. Complex - Minl,Storaue
Olympia
WA
Commercial
9/1211999
STC 900
Fred Meyer
Battle Ground
WA
Commercial
9/12/1999
STC 3600
Fred Meyer
Battle-��
WA—
Comrinercial
2/19/2000
STC 1200
Fife Retail Pads - Pacift Highway
Fife
WA
Commercial
2118/2000
STC 450i
Magnolia Road
Lynnwood
WA lCommercial
3/30/2000
STC 1800
Central Office Building
Tacoma
WA
Commercial
4/11/2000
STC 900
Chp�fty Building
Tacoma
WA
Commercial
4/9/2000
STC 900
Parr Lumber
Woodland
WA
Commercial
4/29/2000
STC 450i
Kids Kampus
Lacey
WA
Commercial
5/24/2000
STC 1200
Tanale Wild - 6th and Bulldog
Thurston
WA lCom
at
6/30/2000
STC 7200
S 16M SL Corridor Improvements
Kent
WA
Roadway
7/6/2000
STC 4501 i
Carver Place
Olympia
-
WA
Residential
7/12/2000
STC 900
Prun a Hill School
Camas
WA
Govemmentlinstitution
8/11/2000
STC 900
Davis Commercial CeZr
Vancouver
WA—
Uo—m—m —er c Mia I
8/16/2000
STC 1200
Main Street
Elma
WA
Roadway
8/22/2000
STC 900
Washington Mutual:
Poulsbo
WA
Commercial
8/23/2000
STC 900
Coastal Community,Bank
SUltah
WA—
Commercial
8/25/2000
STC I soo
staples Store - 7
Chehalis
WA
Commercial
916/2000
STC 360-0
-.
U.W. Practice Facility' IseatUe
WA
Govemmenttln��
111M 9t7/2000
STC 900
Swan Bay I
Fife IWA
---r—
Commercial
Page I
07/15/02 MON 10:57 FAX
[a 009
LS%.
(11P MATERIALS"'
Clip
Gle
WASHINGTON INSTALLATIONS
Note; Partial Listing Only
HYdFQ Conduit Division
801) NE Tennney Road, Suite 413
Van0ouver, WA 96685
t. 503.572.08D4
1.503.296.2023
Pvvnti1burgQrfnker.corn
9/16/2000
STC 2400
Lowes
Lakewood
WA
Commercial
9/16/2000
STC 1800
Lowes
Lakewood
WA
Commercial
9/16/2000
STC 450i
Lowes
Lakewood
WA
Commercial
9116/2000
STC 450i
Lowes
Lakewood
WA
Commercial
9/16/2000
STC 450i
Lowes
Lakewood
WA
Commercial
9/16/20001STC
450i
Lowes
Lakewood
WA
Commercial
9/2712000
STC 900
Magic Toyota
Edmonds
WA
Commercial
10/4/2000
STC goo
South Lake Stevens Walkway
Lake Stevens
WA
Commercial
10/25/2000
STC 2400
Tangle Wild - Sth Way SE
Thurston
WA
Commercial
12/5/2000
STC 900
112th and 12th
Bellevue
WA
Commercial
12/13/2000
STC 7200
Everett Delta Yard
Everett
WA
Commercial
1/12/2001
STC 900
Granite Falls Retirement
Granite Falls
WA
Residential
2/812001
STC 3600
Safeway
—LtFore
Duvall
WA
Commercial
3/16/2001
STC 960
Construction Inc
Puyallup
WA
Commercial
5/8/2001
STC 900
Tei—ter Road
Monroe
WA
7/6/2001
STC 900
Celebration Church
Tacoma
_Roadway
WA
Goverrimant/Institution
7/6/2001
STC 4800
Celebration Church
Tacoma
WA
Government/Institution
7125/2001
STC 4800
Puyallup 13th Street
-So5F—H7i1-1--
WA-
commerciai
8116/2001
STO 900
SafMay-
Auburn
WA
Commercial
8123/2001
STC 2400
Olympic View Landfill
Bremerton
WA
Industrial
8/23/2001
STC 2400
Olympic View Landfill
Bremerton
WA
Industrial
8123/2001
STC 2400
Olympic View Landfill
Bremerton
WA
Industrial
8/23/2001
STC 900
Olympic View Landfill
Bremerton
WA
Industrial
8128/2001
STC 450i
Robert Gray School
Aberdeen
WA-
Government/institution
8/28/2001
STC 900
Robert Gray School
Aberdeen
WA
GovernmentlInstitution
10/9/2001
STC 900
140th Ave NE
Bellevue
WA
Commercial
10/20/2001
STC 900
West Main
Auburn
WA
Commercial
11/6/2001
STC 4800
College Street SE
Lage
y
WA
Roadway
11 f712001
STC 1800
35th Ave NE - 88th Ave NE
Marysville
WA
Commercial
11/7/2001
ffff 9 0 0
The Farm at Wood Creek Entry Road
Monroe
WA
Residential
11115/2001
STC 900
Bethlehem Lutheran Church
Marysville IWA
lCommercial
11/15/20011ST
900
Bethleham Lutheran Church
Marysville
WA lCommercial
2/11/20021STC
900
Leone & Keeble
Mountlake Teff4A
lCommercial
2JI/20021STC
4800
Tacoma Safeway
Tacoma IWA
lCommercial
Page 2
07/15/02 MON 10:58 FAX
[a 010
HYdro Conduit Division
800 N.E. Tenney Road, Suite 413
Vancouver, WA 98685
A4AIAWICU,
NMAATERIALST- Telephone (503) 572-9894
Facsimile (503) 296-2023
A/u
may 28, 2002
Washington State Department of Ecology
Water Quality Program
P.O. Box 47600
Olympia, WA 98504-7600
Attention Mr. Stan Ciuba, Environmental Engineer
Subject : Submission of StormceRtor Performance Data
Dear Mr. Ciuba;
We are pleased to submit our performance data for evaluation as per the revised Washington
State Stormwater Manual (2001). We would lflce to apply for the following categories identified
in the manual under the Interim Short -Term Use and General Use Level Designation (GULD)
CIDstatus:
0 Basic Treatment
& Oil Treatment
0 Pre -Treatment /Retrofit
We have enclosed the following perfannance data for your review.
• Monitoring Summary
• List of Installations in Washington State
• Testing Summaries (Including Laboratory Analyses)
• Massachusetts Strategic Enviro-Technology Program (STEP) Report
• Envirownent Canada Environmental Technology Verification (ETV) Review
• Como Park Field Monitoring Report
• Seatac Field Monitoring'Report
• University of Coventry Laboratory Test
• Florida Atlantic University Laboratory Test of Submerged Stormceptor Unit
• Letters of Commendation from Stormceptor Owners
• Particle Size Distribution Testing Results / Information Brief
• Paper on Sizing Methodology I Basis
• Technical Design Manual
• Owners'/ Maintenance Manual
• Stormceptor Design/Information CD
CIO
07/15/02 MON 10:58 FAX
laoll
co
The performance claim of the Stormceptor is based'on the design conditions. Ile design
conditions include local rainfall, a default particle size distribution and required long term
performance. In most areas, as per Washington State, the Storrnceptor will be designed for 80%
TSS removal.
Stormceptor will also remove oil levels down to 10 ppm. I"be Oil removal for any device depends
on the influent concentration of oil. The Stormceptor claim is based on typical stormwater
conditions (oil in stormwater <= 200 ppm) or dry weather spills control.
A description of the unit and how it operates is given in the Technical Design Manual and on an
introductory product video on the Stormceptor CD. An installation video and Installation
instructions (in dwg and dxf format) are provided on the CD also. Inspection and maintenance
requirements are provided in the Owners' manual.
Typically maintenance is only required once annually. The cost of maintenance varies greatly
from state to state and even within states due to disposal requirements. A typical maintenance
cost is expected to be approximately $500 to $600 in an urban area of Washington -
We look forward to your review of this data. if you require clarification of any part of this
submittal, please do not hesitate to contact the undersigned or Mr. Peter VanTilburg (503-572-
9894).
Sincerely
REliMRMATERMLS
Graham Bryant� P.Eng.
stormceptor Director of Engineering
CC. Peter VanTilburg Rinker Materials
Rick Traylor Rinker Materials
0
EXHIBIT I
TEMPORARY EROSION AND SEDIMENTATION CONTROL
CALCULATIONS
0)
3/11/02 10:25:18 am Shareware Release page 1
BARTELL'S IN EDMONDS-HWY. 104 & 100TH
JOB NO. 10269
WORKS4 FILE NO. 10269.BSN
BASIN SUMMARY
BASIN ID: 10TESC
SBUH METHODOLOGY
TOTAL AREA ....... :
RAINFALL TYPE .... :
PRECIPITATION .... :
TIME INTERVAL .... :
NAME: 10 YR TEMPORARY DURING CONSTR.
2.52 Acres
TYPE1A.
2.10 inches
10.00 min
ABSTRACTION COEFF: 0.20
BASEFLOWS
AREA. . :
CN ....
TC ....
0.00 cfs
PERV
2.52 Acres
89.00
20.76 min
TcReach - Sheet L: 140.00 ns:0.0600 p2yr: 1.35 s:0.0050
TcReach - Channel L: 360.00 kc:20.00 s:0.0050
PEAK RATE: / 0.49 cfs VOL: 0.23 Ac-ft TIME: 480 min
BASIN ID: 2TESC NAME 2 YR TEMPORARY DURING CONSTR.
SBUH METHODOLOG
TOTAL AREA .....
.
2.52 Acres BASEFLOWS:
0.00 cfs
RAINFALL TYPE..
TYPE1A
PERV
PRECIPITATION_
1.35 inches AREA..:
2.52 Acres
TIME INTERVAL..
10.00 min CN .... :
89.00
TC .... :
20.76 min
ABSTRACTION COE
F:
0.20
TcReach - Sheet
TcReach - Chann
1
L: 140.00 ns:0.0600 p2yr: 1.35
L: 360.00 kc:20.00 s:0.0050
s:0.0050
PEAK RATE: 0.
9
cfs VOL: 0.11 Ac-ft TIME:
490 min
0 0041:� 1^jrL_()L_jj
ei
IMP
0.00 Acres
0.00
0.00 min
IMP
0.00 Acres
0.00
0.00 min
0 EXHIBIT J
PIPE CONVEYANCE CALCULATIONS
102
BARGHAUSEN CONSULTING ENGINEERS - PIPE FLOW CALCULATOR
using the Rational Method & Manning Formula
SNOHOMISH COUNTY DESIGN FOR 25 YEAR STORM
NOTE ENTER DFFAIJI T.' , AND STORM DATA BEFORE BEGINNING
A= Contributing Area (Ac)
Qd= Design Flow (cfs)
DEFAULTS
C= Runoff Coefficient
Qf= Full Capacity Flow (cfs)
C= 0.9 n= 0.013
Tc= Time of Concentration (min)
Vd= Velocity at Design Flow (fps)
d= 12 Tc= 10
1= Intensity at Tc (In/hr)
Vf= Velocity at Full Flow (fps)
JOBNAME: WESTGATE VILLAGE
d= Diameter of Pipe On)
s= Slope of pipe (%)
JOB#: 10269
L= Length of Pipe (ft)
n= Manning Roughness Coefficient
FILEM 10269-25.XLS
I D= Water Depth at Qd (1n)
Tt= Travel Time at Vd (min)
FROM
TO
A
s
L
d
Tc
n
C
C131
C132
0.06
0.60
105
8
10.0
0.013
0.9
CB2
CB3
0.07
0.40
72
12
10.9
0.013
0.9
C133
CB4
0.15
0.40
77
12
11.6
0.013
0.9
CB4
CB5
0.21
0.40
114
12
12.1
0.013
0.9
CB5
CB6
0.17
1.11
62
12
12.8
0.013
0.9
C87
CB8
0.02
0.55
73
8
10.0
0.013
0.9
CB8
C89
0.09
0.71
56
12
10.9
0.013
0.9
CBI I
CB9
0.36
0.67
75
8
10.0
0.013
0.9
CB9
CB10
0.41
0.48
52
12
11.3
0,013
0.9
CB10
CB6
0.06
2.36
55
12
11.6
0.013
0.9
CB12
CB13
0.13
0.37
68
8
10.0
0.013
0.9
CB13
CB14
0.10
0.42
83
12
10.6
0.013
0.9
CB15
CB14
0.18
0.47
64
8
10.0
0.013
0.9
CB14
CB6
0.20
0.48
52
12
11.2
0.013
0.9
CB6 VAULT 0.00 0.80 33 1 15 13.1 0.013 0.9
SUMA A-C ISUMA-C
0.064
O�0.6
0.06
0.13
0 6
0.12
0.281
0.14
0.25
0.492
0.19
0.44
0.666
0.16
0.60
0.024 0.02
0.11 0.08
0.358 0.32
0.41 0.37
0.469 0.05
0.02
0.10
0.32
0.79
0.84
0.127
0.11
0.11
0,222
0.09
0.20
0.179
0.16
0.16
0.204
0.18
0.54
0 0.00
ROOF EX.CB 0.18 1.00 40 1 6 10.0 0.013 0.9 1 0.178 0.16
1.99
0.16
Qd Qf Qd/Qf x D/d D Vf Vd/Vf Vd I Tt
2.25
0.13
0.94
0.139
0.240
0.251
2.01
2.68
0.70
1.87
0.94
2.15
0.25
2.25
0.112
0.220
0.227
2.72
2.87
0.65
1. 88
0.64
2.09
0.53
2.25
0.234
0.320
0.328
3.93
2.87
0.81
2.34
0.55
2.04
0.90
2.25
0.401
0.440
0.441
5.29
2.87
0.95
2.71
0.70
1.98
1.19
3.75
0.317
0.380
0.386
4.63
4.78
0.89
4.24
0.24
2.25
0.05
0.90
0.054
0.160
0.159
1.27
2.57
0.53
1.36
2.15
0.21
3.00
0.071
0.180
0.181
2.17
3.82
0.57
2.18
2.25
0.72
0.99
0.733
0,620
0.636
5.09
2.83
1.09
3.10
2.11
1.67
2.47
0.676
0.600
0.601
7.21
3.14
1.07
3.37
2.09
1.76
5.47
0,322
0.380
0.389
4.67
6.97
0.89
6.22
2.25
0.26
0.73
0.350
0.400
0.409
3.27
2.11
0.91
1.92
2.19
0.44
2.31
0.189
0.280
0.291
3.50
2.94
0.76
2.25
2.25
0.36
0.83
0.438
0.460
0,464
3.72
2.37
0.97
2.31
2.12
1.16
2.47
0.468
0.480
0.482
5.78
3.14
0.99
3.12
1.96 3.90 5.78 0.676 0.600 0.601 9.01 4.71 1.07 5.04
2.25 0.36 0.56 0.643 0.580 0.588 3,53 2.86 1.06 3.04
Page I
0.90
0.43
0.40
0.26
0.15
0.59
0.62
0.46
0.28
1 0.11
1 0.22
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APPI.
18215 72ND AVENUE SOUTH Designed AN. Sod. For Tift.
102e9 KENT. WA 98032 CDA Architects Incorporated GRADING AND STORM DRAINAGE
(425)251-5222
She* (425)251-8782 FAX Chealuell -NAL 11-30P PiO. Box 65429 PLAN
0 -QM vwuw Seattle, Washington
q� a& U=MMG, MD. PMWW� N/A
C2- 7 6"Goe SUMM DMRONMENTAL SWAM Date 1PA/01 (208) 3e8-9668 WESTGATE VILLAGE
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SHEET TITLE
C,OVER SHEET AND NOTES
SITE AND NA.I.-L FLAN
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&ENERAL:
THE CONTRACTOR 15 RESPONSIBLE FOR FIELD VERIF"(INC7ALL EX15TINC70IMEN51ON5
AND SITE CONDITIONS. THE CONTRACTOR 15 RESPONSIBLE FOR DETERMININ6 ACTUAL
LOCATIONS OF ALL EX15TIN& UTILITIES 5HOAN ON THE PLANS AND THOSE UTILITIES OR
UNDER6ROUND OBSTRUCTIONS NOT 5HOAN ON THE PLANS. THE CONTRACTOR 15
RE5FON515LE FOR REMOVAL OF ALL ABANDONED UTILITIES, OR OTHER UNDER(5ROUND
OBSTRUCTIONS THAT INTERFERE NITH THE NEA CONSTRUCTION.
THE CONTRACTOR AND SUBCONTRACTORS ARE RESPONSIBLE FOR THE CONSTRUCTION
PROCE55 AND THE SAFETY OF THE AORKER5. TH15 INCLUDES BUT 15 NOT LIMITED TO,
THE CONSTRUCTION 5EaUENCE, TEMPORARY HANDRAIL5, EXCAVATION ACCESS, AND
BARRIERS. IT AL50 INCLUDES LIFTINO OF MATERIALS AND CONSTRUCTION EaUIPMENT
INTO AND OUT OF THE EXCAVATION, TEMPORARY BRACIN& OF 5INSLE-51DED
FORMNORK, TEMPORARY 5HORINC70F EXCAVATIONS, AND STABILITY OF ALL
TEMPORARY OUT SLOPES.
REFERENCE DATA:
THE EX15TINC7 SITE, TOPO&R.APHICAL, AND UTILITY DATA; T�iE PROP05ED r7RAVE5 AND
UTILITIES; AND PROP05EI2 5HORIN6 NALL LOCATIONS ARE BASED ON THE ELECTRONIC
DRANING FILE5 TITLED "GRADIN&AND STORM DRAINA&E PLAN, AE5T&ATE VILLAC7E",
PREPARED 5'f'5ARC7HAU5EN GONBULTIN& ENC71NEER5, INC., DATED OCTOBER 4,2001,
AND "NE5T(SATE TRAVEL", BY CHENONETH 6 ASSOC., DATED SEPTEMBER b, IcI415.
BUILDIN& CODES, DE516N MANUALS, AND SPECIFICATIONS:
lcicl'7 UNIFORM BUILDIN6, CODE.
lllqb FHAA MANUAL FOR DEVON AND CONSTRUCTION OF 501L NAIL AALLS.
DE51(5N LIVE LOAD5: /2
TRAFFIr,/r,ONSTRIJ6ZON SURCHARSE = 250 P5F.
DE516N CALCULATIONS:
THE 5HORIN& NALL DE516N CALCULATIONS ARE CONTAINED IN THE LETTER REPORT
TITLED: "PERMANENT 5HORINC7 NALL DESIGN CALCULATIONS AND PLANS, AE5T&ATE
VILLArvE, IOOTH AVENUE AND EDMONDS AA-�(, EDMONDS, AA5HIN6TON", PREPARED BY
6ROUND SUPPORT PLLC FOR rNMM, DATED SEPTEMBER 10, 2002.
5UB5URFAOE DE516N PARAMETERS:
THE SUBSURFACE CHARACTERIZATION USED TO DE516N THE 5HORIN(9 NALL 15 BASED ON
THE REPORT TITLED `SUBSURFACE EXPLORATION, (9EOLOC710 HAZARD, AND
C7EOTECHNICAL ENCvINEERINC7 REPORT, NE5TC7ATE VILLA&E, IOOTH AVENUE AND
EDMONDS NAY, EDMONDS, NA5HIN6TON", PREPARED BY ASSOCIATED EARTH 5CIENCE5,
INC., DATED OCTOBER Icl, 2001. SHORIN6 DE516N EARTH PRE55URE DIA6RAM5 ARE
5HONN ON THE PLANS.
REINFORCIN65TEEL: v `v- _N/ N11
ALL REINFORCINC7 STEEL SHALL CONFORM TO A5TM A615 / AA5HTO M51, 6RADE 60 FOR
DEFORMED BAR5, AND A5TM A185 / AASHTO M55 FOR NELDED Y41RE FABRIC.
ALL REINFORCIN6 STEEL DETAILS IN ACCORDANCE NITH AOI 315 MANUAL OF STANDARD
PRACTICE.
5UBMIT REINFORCIN& STEEL SHOP DRAAINrvS TO ENC71NEER IN ACCORDANCE AITH THE
SPECIFICATIONS.
ALL DEFORMED REINFORCIN& BAR LAPS SHALL BE CLASS 5, IN ACCORDANCE AITH THE
Icidil UNIFORM BUILDIN6 CODE, OR AS SUMMARIZED IN THE FOLLOAINC7 TABLE:
TENSILE
LAP
DEVELOP
SPLICt=
BAR
LENOTH
LEN6TH
51ZE
(IN)
(IN)
#4
12
16
#5
15
20
#6
22
25
#'7
36
45
#5
45
(52
#cl
54
_10
AELDED AIRE FABRIC (ANF) LAPS SHALL BE 2 5WARES.
SEE THE PLANS FOR SPECIFIC STRUCTURAL DETAILS. SUBMIT ALL SHOP DRANIN&S IN
ACCORDANCE AITH THE SPECIFICATIONS.
DRILLED SOLDIER PILES:
THE MINIMUM REGUIRED STRUCTURAL STEEL N-5HAPES FOR THE SOLDIER PILES ARE
INDICATED ON THE PLANS. ALTERNATIVE STEEL SECTIONS MAY BE USED PROVIDED THAT
THE CRO55-5ECTIONAL AREA AND SECTION MODULUS OF EACH ALTERNATIVE STEEL
SECTION ARE EOUAL TO OR GREATER THAN THE CRO55-SECTIONAL AREA AND SECTION
MODULUS OF THE CORRESPONDING STEEL SECTION 5HONN ON THE PLANS.
SHAFTS SHALL BE CONSTRUCTED 50 THAT THE CENTER AT THE TOP OF THE SHAFT 15 NITHIN
+/- 5 INCHES OF THE PLAN LOCATION. SHAFTS SHALL BE PLUMB. THE ELEVATION AT THE
TOP OF SHAFT SHALL BE +/- 5 INCHES FROM THE PLAN LOCATION. DURING CONSTRUCTION
FOR THE SHAFTS, THE CONTRACTOR SHALL MAKE FREGUENT CHECKS ON THE PLUMBNE55,
ALI&NMENT, AND DIMEN51ON5 OF THE SHAFTS. ANY DEVIATION EXCEEDIN& THE ALLONABLE
TOLERANCES SHALL BE CORRECTED IMMEDIATELY.
THE STEEL SOLDIER FILES SHALL BE PLACED 50 THAT THE CENTER LINE OF THE FILE 15
NITHIN +/- I INCHE OF THE PLAN LOCATION. THE STEEL SOLDIER FILE SHALL BE PLUMB. THE
TOP ELEVATION OF THE STEEL SOLDIER FILE SHALL BE NITHIN +/- I INCHE OF THE PLAN
ELEVATION.
5HAFT5 SHALL BE EXCAVATED TO THE REOUIRED DEPTH AS 5HONN ON THE PLANS. THE
EXCAVATION SHALL BE COMPLETED IN A CONTINUOUS OPERATION U51NC7 EGUIPMENT
CAPABLE OF EXCAVATINC7 THROU&H THE TYPE OF MATERIAL EXPECTED TO BE
ENCOUNTERED.
IF THE SHAFT EXCAVATION 15 STOPPED, THE SHAFT SHALL BE SECURED 5'1' INSTALLATION
OF A SAFETY COVER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THE
SAFETY OF THE SHAFT AND 5URROUNDINC7 501L AND THE 5TA51LITY OF THE SIDE NALL5. A
TEMPORARY CA51N& SHOULD BE USED IF NECESSARY TO ENSURE SUCH SAFETY AND
STABILITY.
NHERE CAVIN6 CONDITIONS ARE ENCOUNTERED THE CONTRACTOR SHALL SELECT A METHOD
To PREVENT GROUND MOVEMENT. TEMPORARY CAVN65 FOR THE SHAFTS SHALL BE
REMOVED. A MINIMUM 5 FOOT HEAD OF CONCRETE MUST BE MAINTAINED TO BALANCE THE
501L AND NATER PRE55URE AT THE BOTTOM OF THE CA51N6 DURINC7 REMOVAL. THE
r-,A5lNry SHALL BE SMOOTH.
SHAFT CONCRETE SHALL BE PLACED AS 5HONN ON THE PLANS AN12 SHALL COMMENCE
NITHIN 2 HOURS AFTER COMPLETION OF THE EXCAVATION. SHAFT CONCRETE SHALL BE
PLACED IN ONE CONTINUOUS OPERATION TO THE TOP OF THE SHAFT.
IF NATER 15 NOT PRESENT, THE CONCRETE SHALL BE DEPOSITED BY A METHOD AHICH
PREVENTS A6®ATE 5EC7RE&ATION. THE CONTRACTOR'5 METHOD FOP, DEPO51TIN6
CONCRETE SHALL HAVE APPROVAL OF THE ENC71NEER PRIOR TO CONCRETE PLACEMENT.
IF NATER 15 PRESENT, THE CONCRETE SHALL BE DEPOE71TED BY TREMIE PLACEMENT
METHODS.
LEAN -MIX CONCRETE:
ALL LEAN -MIX CONCRETE SHALL HAVE A MINIMUM OF 1-1/2 SACKS (141 LB) OF CEMENT PER
CUBIC YARD OF CONCRETE. TYPE 1, 11, OR III PORTLAND CEMENT CONFORMINr7 TO A5Tm
0150 / AA5HTO M85 SHALL BE USED FOR LEAN -MIX CONCRETE.
SLUMP FOR ALL LEAN -MIX CONCRETE SHALL NOT BE LE55 THAN 5 INCHES AND NO &REATER
THAN cl INCHES.
ADMIXTURES SHALL CONFORM TO THE REWIREMENT5 OF A5TM C4c14 / AA5HTO MIcI4, SHALL
BE USED IN ACCORDANCE AITH THE MANUFACTURER'S RECOMMENDATIONS, AND SHALL BE
APPROVED BY THE EN6_71NEER.
A66REC7ATE5 SHALL CONFORM TO THE REaUIREMENT5 OF A5TM 055 / AA5HTO M(o FOR
FINE A66REC7ATES AND AASHTO MbO, CLASS 5 FOR COARSE AC76RECPATE5.
STRUCTURAL STEEL:
ALL STRUCTURAL STEEL SHAPES AND FLATE5 SHALL CONFORM TO A5TM A5-12, SRADE 50,
UNLE55 SHONN OTHERNISE ON THE PLANS, OR APPROVED OTHERNISE! BY THE ENSINEER.
STEEL PIPES SHALL CONFORM TO A5TM A55 6RADE 5, OR AN APPROVED EGUAL, NITH A
MINIMUM YIELD 5TREN6TH OF 35 K51.
STRUCTURAL AELDIN&
MINIMUM AELD SIZE 1/4" CONTINUOUS FILLET. MINIMUM AELD LENrzTH 2 INCHES. ALL NELDIN&
TO BE PERFORMED BY INABO-CERTIFIED NELDER5 PER AA5 STANDARD 5FECIFICATIO 5.
USE E'7OXX ELECTRODES.
TIMBER LA66IN6:
ALL LAOOINC7 BOARDS SHALL BE ROU66-5ANN, IN C700D CONDITION, AND SHALL BE
HEM -FIR NO.2 OR BETTER, NITH AN ALLONABLE FLEXURAL 5TRE55 F5=1020 P51 (NHICH
INCLUDES APPLICABLE 51ZE AND FLAT-U5E FACTORS).
THE CONTRACTOR SHALL EXCAVATE THE NALL FACE AND INSTALL THE LA66INrz, IN SUCH A
MANNER AS TO MAINTAIN A SAFE NORK PLACE AND AVOID EXCESSIVE 5LOU&HIN6 AND
OVERBREAK. AS A MINIMUM, PRIOR TO FLACIN& THE 5U55EaUENT SET OF TIMBER LAC-;&INC7,
DO NOT EXCAVATE MORE THAN 4 FEET BELOA THE CURRENT DEPTH OF LA66ED NALL
FACE.
PLACE LA66IN6 NITHIN 6 HOURS OF FACE EXCAVATION. BACKFILL BEHIND LA66IN6
BOARDS AITH A FREE-DRAININ6 GRANULAR MATERIAL, OR NATIVE SOILS IF APPROVED BY
THE EN&NEER.
THE LASSIN& BOARDS SHALL BE PRE55URE-TREATED AITH CHROMATED COPPER ARSENATE
(06A) TYPES 1, 11, OR III, TO A MINIMUM RETENTION OF 0.40 FrF, IN ACCORDANCE I
AAPA STANDARD P5. 4
5HORIN6 NALL MONITORING:
SURVEY MONITORIN6 OF THE SHORIN& NALL5 SHALL BE THE RESPONSIBILITY OF THE
&ENERAL CONTRACTOR. CONTROLLED SURVEYING SHALL BE PERFORMED TO DETERMINE
THE INITIAL ELEVATION AND PLAN LOCATION OF THE MONITORIN6 POINTS, AND THE
VERTICAL AND HORIZONTAL MOVEMENT OF THE MONITORIN6 POINTS THEREAFTER.
MONITORIN6 POINTS SHALL CONSIST OF BOLTS OR RODS F-MBF-12DED INTO THE OBJECT OF
INTEREST, OR OR055-HAIRS SCRIBED ONTO A PLATE THAT 15 ATTA I Ir-m mQ =11E F049 191
THE OBJECT OF INTEREST. ACCURACY SHALL BE TO +/- 0.01 FT. "M9VISED PLA
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MONITORING POINTS SHALL BE ESTABLISHED (1) AT THE TOP Or- THE SHORING AALL5 AND
5HOTr-,RETE - TEST PANELS:
1. SURFACE DEFEGT5 SHALL BE REPAIRED AS 50ON AS POSSIBLE AFTER INITIAL
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SPACED NO MORE THAN 25 FEET ON CENTER AROUND THE ENTIRE NALL PERIMETER, AND (2)
PLACEMENT OF 5HOTGRETE. ALL 5HOTORETE THAT LACK5 UNIFORMITY, EXHIBIT5
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ON ALL EXISTING 5TRUGTURE5 THAT ARE5ENSITIVE TO MOVEMENT AND AITHIN A DISTANCE
A. IN GENERAL, PREGON5TRUGTION AND PRODUCTION 5HOTGRETE TEST PANELS SHALL BE
5E6RE&ATION, SAGGING, HONEYCOMBIN6, OR LAMINATION, OR CONTAINS ANY VOID5 OR
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FROM THE EXCAVATION EQUAL TO THE FINAL HEIGHT OF THE EXCAVATION.
REQUIRED. HOAEVER, DEFENDING ON THE AMOUNT OF 5HOTGRETE NALL REINFORGEMENT,
SAND POCKETS SHALL BE REMOVED AND REPLAGED AITH FRESH 5HOTGRETE BY THE
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CONTRACTOR TO THE SATISFACTION OF THE OANER'5 REPRESENTATIVE.
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IN GENERAL, SURVEY MONITORING AND REPORTING OF DATA SHALL OCCUR TAIGE NEEKLY,
PANEL. PREGONSTRUCTION AND PRODUCTION TEST PANELS SHALL NOT BE 015TURBED OR
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UNLE55 THE PROGRESS OF CONSTRUCTION VIGTATES, A LE55 OR MORE FREQUENT SURVEY,
MOVED AITHIN THE FIRST 24 HOURS AFTER SHOOTING. TEST PANELS SHALL BE FIELD
J. CONSTRUCTION JOINT5 SHALL BE AATERT16HT AND UNIFORMLY TAPERED TOAARD THE
AS DETERMINED BY THE ENGINEER. IF ANY MOVEMENTS EXCEED 1/2", MONITORING
CURED UNDER CONDITION5 51MILAR TO TH05E ANTICIPATED FOR THE AORK. 5HOTCRETIN&
EXCAVATION FACE OVER A MINIMUM D15TANCE EGUAL TO THE THICKNESS OF THE
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FREQUENCY SHALL BE INCREASED TO A DAILY SURVEY IN THE AREAS OF CONCERN. IF ANY
AND CORING OF TEST PANELS SHALL BE PERFORMED B'T'GUALIFIED PER50NNEL IN THE
5HOTORETE LAYER. THE SURFACE OF THE JOINTS SHALL BE ROUGH, CLEAN, SOUND AND
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MOVEMENTS EXCEED I", REMEDIAL MEA5URE5 AILL BE CONSIDERED.
PRESENCE OF THE OANER'5 REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY THE
DAMP. THE HARDENED SURFACE SHALL BE CLEANED OF ALL LAITANCE, FOREIGN
OANER'5 REPRESENTATIVE NOT LF-55 THAN 2 DAYS PRIOR TO THE SHOOTING OF THE
SUBSTANCES, AA5HED AITH CLEAN AATER, AND NETTED THOROUGHLY IMMEDIATELY PRIOR
PRECONSTRUCTION TEST PANELS.
TO PLACEMENT OF FRESH SHOTCRETE.
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5HOTORETE - GENERAL:
B. EACH NOZZLEMAN SHALL FURN15H AT LEAST TAO PRECON5TRUOTION TEST PANELS FOR
K. 5HOTGRETE FIN15H SHALL BE EITHER A AOOD FLOAT OR STEEL TROAELED FINISH, AS
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A. ALL 5HOTCRETE SHALL COMPLY AITH THE REQUIREMENTS OF ACI 506.2-q!5 EXCEPT AS
EACH PROPOSED MIXTURE BEING CONSIDERED AND FOR EACH SHOOTING POSITION
5HOAN ON THE PLANS.
SPECIFIED OTHERA15E HEREIN. THE OANER SHALL CONTRACT AN INDEPENDENT TESTING
ENCOUNTERED ON THE JOB. PRECON15TRUCTION TEST PANELS SHALL BE MADE BY EACH
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LABORATORY TO CORE AND TEST 5HOTORETE PANELS AND INSPECT ALL 5HOTGRETE AND
APPLICATION OREN USING THE EQUIPMENT, MATERIALS, MIXTURE PROPORTIONS, AND
L. THE 5HOTCRETE SHALL BE PROTECTED FROM L055 OF M015TURE FOR AT LEA5T7 DAYS
STEEL REINFOROMENT PLACEMENT IN ACCORDANCE AITH ACI 506.4R-114.
PROGEDURE5 PROP05ED FOR THE JOB PRIOR TO THE COMMENCEMENT OF AORK.
AFTER PLACEMENT. AHEN 5HOTORETE 15 BEING PROTECTED FROM LOA TEMPERATURES,
CURIN& SHALL BE TERMINATED NO 50ONF-R THAN ONE DAY AFTER THE REMOVAL OF LOA
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B. ALL AORKER5, INCLUDING FOREMAN, NOZZLEMEN, FIN15HER5 AND DELIVERY EQUIPMENT
G. PRECON5TRUCTION TEST PANELS SHALL BE 50 INCHES X 50 INCHES (MINIMUM), IN
TEMPERATURE PROTECTION. CURING OF SHOTCRETE SHALL BE BY METHODS THAT AILL
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OPERATOR5,5HALL BE FULLY QUALIFIED TO PERFORM THE AORK. QUALIFICATION OF THE
ACCORDANCE AITH AGI 506.2-15 AND THE FOLLOAING:
KEEP 5HOTORETE 5URFACE5 ADEQUATELY NET AND PROTECTED DURING THE SPECIFIED
NOZZLEMEN SHALL BE BASED ON THE RESULTS OF TEST PANELS AS REQUIRED HEREIN,
PERIOD. OURINO SHALL COMMENCE INITHIN ONE HOUR OF SHOTCRETE APPLICATION. AHEN
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UNLE55 APPROVED OTHERN15E BY THE ENGINEER.
1. ONE TEST PANEL SHALL BE THE MAXIMUM 5HOTGRETE THICKNESS 5HOINN ON THE PLANS
THE AMBIENT TEMPERATURE EXCEEDS 80 DEGREES FAHRENHEIT, THE CONTRACTOR SHALL
AND SHALL INCLUDE THE MAXIMUM ANTICIPATED REINFORCING CONGESTION. CORES
PLAN THE AORK SUCH THAT OURIN& CAN C
,OMMENCE IMMEDIATELY AFTER FINISHING. THE
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0. AT LEAST 15 DAYS PRIOR TO INITIATING THE AORK, THE CONTRACTOR SHALL SUBMIT THE
EXTRACTED FROM THE REINFORCED TEST PANEL SHALL DEMONSTRATE ENCAPSULATION OF
CURIN& SHALL BE COMPLETED U5IN6 AATER, MEMBRANE, OR FI LM CURING METHODS IN
FOLLOAIN(9 TO THE ENGINEER FOR REVIEN AND APPROVAL:
THE REINFORCEMENT IN ACCORDANCE AITH AGI 506.2 EQUAL TO GORE GRADE 2 OR
AGGORDANGE NITH THE FOLLONIN& REQUIREMENTS.
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1. ARITTEN DOCUMENTATION OF THE NOZZLEMEN5 QUALIFICATIONS AND PROP05ED METHOD
2. ONE TEST PANEL SHALL BE UNREINFORCED, AT LEAST 6 INCHES THICK, AND USED FOR
M. FOR AATER GURIN6, THE RATE OF AATER APPLICATION SHALL BE REGULATED TO
OF 5HOTORETE PLACEMENT.
COMPRESSIVE STRENGTH TESTING.
PROVIDE COMPLETE SURFACE COVERAGE Y41TH A MINIMUM OF RUNOFF.
2. 5HOTCRETE MIX DESIGN INCLUDING: BRAND AND TYPE OF PORTLAND CEMENT; SOURCE,
5. THE 51DE5 OF THE TEST PANELS SHALL BE CHAMFEREP OUTAARD AT 45 DE655REE5 OVER
GRADATION AND QUALITY OF A66RE&ATE5; MIX PROPORTION5 BY AEIGHT; PROP05ED
THE FULL THICKNESS OF THE PANEL.
N. FOR MEMBRANE CURIN6, CURING COMPOUNDS SHALL NOT BE USED ON ANY SURFACES
ADMIXTURES AND THEIR MANUFACTURER, DOSAGE, AND TECHNICAL LITERATURE; AND
AGAINST AHICH ADDITIONAL SHOTCRETE OR OTHER FINISHING MATERIALS ARE TO BE
COMPRESSIVE STRENGTH TEST RE5ULT5 FROM THE SUPPLIER NO OLDER THAN 6 MONTHS
D. THE CONTRACTOR SHALL FURN15H AT LEAST ONE PRODUCTION TEST PANEL OR, IN LIEU
BONDED UNLESS THE SURFACE 15 SANDBLASTED IN A MANNER ACCEPTABLE TO THE
VERIFYING THE 25-PAY COMPRE551VE STRENGTH.
OF PRODUCTION TEST PANELS, 51X 3-INCH DIAMETER CORES FROM THt= 5HOTr'RETE FACE
OANER'S REPRESENTATIVE. MEMBRANE CURING COMPOUNDS SHALL BE SPRAY APPLIED AS
5. ONCE AVAILABLE, CERTIFIED MILL TE5T5 FOR ALL REINFORCING STEEL FROM EACH HEAT
DURING THE FIRST APPLICATION OF SHOTCRETE AND HENCEFORTH FOR EVERY FIFTH
QUICKLY AS PRACTICAL AFTER INITIAL 5HOTORETE SET AT A COVERAGE OF NOT LE55
SPECIFYING THE MINIMUM ULTIMATE STRENGTH, YIELD STRENGTH, ELONGATION, AND
APPLICATION OF SHOTCRETE, OR EVERY 5000 SQUARE FEET, OR 50 CUBIC, YARDS OF
THAN 40 SQUARE FEET PER GALLON.
COMPOSITION.
5HOTORETE PLACED, AHIGHEVER 15 LESS. THE PRODUCTION TEST PANELS SHALL BE
4. SPECIFICATION AND DATA FOR REVIEA ON EQUIPMENT PROP05ED FOR THE PROJECT
CONSTRUCTED SIMULTANEOUSLY NITH THE 5HOTORETE FACING INSTALLATION AT TIMES
0. FOR FILM CURIN67, POLYETHYLENE SHEETINr
5 MAY BE USED TO 5UPPLEMENTNATER CURING
INCLUDING 5HOTORETIN& AND COMPRESSED AIR EQUIPMENT, PROPOSED AGGE55
DESIGNATED BY THE OANER'5 REPRESENTATIVE. THE PRODUCTION TEST PANELS SHALL
ON 5HOTORETE THAT AILL BE COVERED LATER Y41TH ADDITIONAL SHOTCRETE OR
ARRANGEMENTS, AND CAPACITIES.
HAVE MINIMUM DIMENSIONS OF 15 INr-.HE5XIb INGHE5.X6 IN.
CONCRETE THE SHEETING SHALL COMPLETELY COVER ALL SURFACES, AND HAVE EDC'E5
5. METHODS OF CONTROLLING THE LOCATION OF THE FIN15H FACE AND DETERMINING
OVERLAPPED FOR PROPER SEALIN& AND ANCHORAGES.
5HOTCRETE THICKNESS.
E. 5HOTCRETE AILL BE ACCEPTED BASED ON THE 295-DAY STRENGTH OF CORES TAKFN
FROM THE PRODUCTION TEST PANELS. THE FREQUENCY SPECIFIED FOR THE PRODUCITION
P.SHOTCRETE SHALL NOT BE PLACED IN COLD AEATHER UNLE55 ADEQUATELY PROTECTED
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TEST PANELS 15 APPROXIMATE. A GREATER NUMBER OF PANELS MAY BE REQUIRED BY THE
NHEN THE AMBIENT TEMPERATURE 15 BELON 40" F AND FALLING AND/OR AHEN THE
5HOTCRETE - MATERIALS
ENGINEER.
5HOTORETE 15 LIKELY TO BE SUB-JECTED TO FREEZING TEMPERATURES BEFORE REACHING A
MINIMUM STRENGTH OF "750 P51. COLD AEATHER PROTECTION SHALL BE MAINTAINED UNTIL
A. ALL MATERIALS FOR 5HOTORETE SHALL CONFORM TO THE FOLLONIN& REQUIREMENTS.
F. AT LEAST SIX CORES NILL BE: GUT FROM EACH PRECON5TRUCTION AND PRODUCTION
THE STRENGTH OF THE SHOTORETE 15 GREATER THAN '150 P51. COLD NEATHER PROTECTION
TEST PANEL FOR rOMPRE551VE STRENGTH TESTING. CORES SHALL BESOAKEP INAATER
SHALL INCLUDE HEATING UNDER TENTS, BLANKETS OR OTHER MEANS ACCEPTABLE TO THE
1. CEMENT SHALL CONFORM TO ASTM 0150 / AASHTO M55, TYPE 1.
FOR AT LEAST 40 HOURS IN ACCORDANCE AITH AASHTO T24 OR ACI 506.2. CORES SHALL
ONNER'S REPRESENTATIVE. THE TEMPERATURE OF THE 5HOTORETE, AHEN DEPOSITED, SHALL
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2. FINE AGGREGATE SHALL CONFORM TO ASTM 055 / AASHTO Mb.
BE AT LEAST 3 INCHES IN DIAMETER AND SHALL HAVE A MINIMUM LENGTH TO DIAMETER
BE NOT LESS THAN 500 F NOR MORE THAN 50* F. THE AIR IN CONTACT Y41TH SHOTORETE
5. COARSE AGGREGATE SHALL CONFORM TO AA5HTO M-80, CLASS B.
RATIO OF ONE. AHEN THE LENGTH OF A CORE 15 LESS THAN TAICE THE DIAMETER, APPLY
SURFACES SHALL BE MAINTAINED AT TEMPERATURES ABOVE 32' F FOR A MINIMUM OF -7
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4. NATER SHALL BE POTABLE, CLEAN, AND FREE FROM 5U55TANrrz'B DELETERIOUS TO
THE CORRECTION FACTORS rzpIVEN IN ASTM 042 TO OBTAIN THE COMPRESSIVE STREN&TH
DAYS.
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CONCRETE AND STEEL, OR THAT NOULD CAUSE STAINING.
OF INDIVIDUAL CORES. THREE CORES SHALL BE TESTED AT 3-DAY5, AND THREE CORES
5. ACCELERATOR SHALL BE THE FLUID TYPE, APPLIED AT NOZZLE, AND MEET THE
SHALL BE TESTED AT 25-DAYS FOR COMPRESSIVE STRENGTH. CORE HOLES IN THE NALL
0. 5HOTORETE APPLICATION SHALL AL50 BE SUSPENDED DURING HIGH AIND5 AND HEAVY
REQUIREMENTS HEREIN.
SHALL BE FILLED AITH PATCHING MORTAR AFTER CLEANING AND THOROUGH DAMPENIN6.
RAINS NHEN IN THE OPINION OF THE OANER'S REPRESENTATIVE THE allALITY OF THE
6. NATER-REDUCER AND 5UPER-PLA5TICIZER SHALL CONFORM To A5TM 04414 / AA5HTO
APPLICATION 15 NOT ACCEPTABLE. NEY'LY-FLACED 5HOTORETE EXF05ED TO RAIN THAT
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AASHE5 OUT CEMENT OR OTHERA15E MAKES THE 5HOTC
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EXECUTION OF PRODUCTION 5HOTORETE NORK
OANER'5 REPRESENTATIVE SHALL BE REMOVED AND REPLACED. THE CONTRACTOR 5HALL
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8. FLY ASH SHALL CONFORM To A5TM 0618 / AA5HTO M2GI5, TYPE F OR G, CEMENT
PROVIDE ADEGUATELYSECURED POLYETHYLENE SHEETING OR EQUIVALENT AHEN ADVERSE
REPLACEMENT UP TO 55% BY AE16HT OF CEMENT.
A. ALIGNMENT AIRE5 AND/OR THICKNESS CONTROL PIN5 SHALL BE PROVIDED AS
F-XF05URE TO AEATHER 15 ANTICIPATED.
Ll. SILICA FUME SHALL CONFORM TO ASTM 01240, 10% MINIMUM SILICON DIOXIDE SOLIDS
NECESSARY TO ESTABLISH AND MAINTAIN THE MINIMUM 5HOTORETE THICKNE55 5HOAN ON
CONTENT, NOT TO EXCEED 12% BY NE16HT OF CEMENT.
THE PLANS. THE MAXIMUM DISTANCE BETAF-EN THE NIRE5 AND/OR THICKNESS CONTROL
R. THE TOLERANCES FORSHOTCRETE FACINC75 SHALL BE AS FOLLOAS:
10. AELDED AIRE FABRIC SHALL CONFORM TO A5TM A185 / AA5HTO M55.
PIN5 ON ANY SURFACE SHALL BE EQUAL TO THE VERTICAL NAIL SPACING. THE
11. ALL REINFORCING STEEL SHALL CONFORM TO A5TM A615 / AA5HTO M31, r_'RADE (50. ALL
CONTRACTOR SHALL ENSURE THAT ALIGNMENT Y41RES ARE TIGHT, TRUE TO LINE, AND
1. THE VERTICAL LOCATION OF A HORIZONTAL 5HOTCRETE JOINT SHALL BE AITHIN 0.5 FEET
REINFORCING STEEL DETAILS SHALL CONFORM To ArI 315.
PLACED TO ALLOA FURTHER TIGHTENING.
OF THE ELEVATION 5HOAN ON THE PLANS.
12. CURING COMPOUNDS SHALL CONFORM To AA514TO M145, TYPE ID OR TYPE 2.
2. THE 5HOTORETE NALL THICKNF-55 SHALL BE NO LE55 THAN THAT 5HONN ON THE PLANS
13. FILM PROTECTION FOR CURIN6 SHALL CONFORM To AA5HTO MI'll OR POLYETHYLENE
B. PRIOR TO 5HOTCRETIN& THE UNOROUTED ZONE ABOVE THE NAIL GROUT AT THE
MINUS 0.5 INCHES.
FILM.
EXCAVATION OUT FACE (51RD5 BEAK), THE CONTRACTOR SHALL REMOVE ALL L005E
5. THE HORIZONTAL AND VERTICAL LOCATIONS OF REINFORCING BAR5 SHALL BE V41THIN I
MATERIALS FROM THE SURFACE OF THE GROUT.
INCH OF THE LOCATIONS 5HONN ON THE PLANS.
B. 5HOTCRETE ADMIXTURES SHALL NOT BE USED UNLF-55 APPROVED BY THE ENGINEER.
4. REINFORCING BAR LAP LEN16TH5 SHALL BE NO LE55 THAN THAT SHOAN ON THE PLANS
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ADMIXTURES USED TO ENTRAIN AIR, TO REDUCE AATER-CEMENT RATIO, TO RETARD OR
0. THE CONTRACTOR SHALL REMOVE ALL LOOSE MATERIALS AND L005E DRIED
MINUS I INCH.
ACCELERATE SETTING TIME, OR TO ACCELERATE THE DEVELOPMENT OF STRENGTH, SHALL
5HOTORETE FROM PREVIOUS PLACEMENT OPERATIONS AND FROM ALL RECEIVING
5. REINFORCING BAR SPACINGS SHALL NOT EXCEED THAT 5HONN ON THE PLANS PLUS I INCH.
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BE THOROUGHLY MIXED INTO THE SHOTORETE AT THE RATE SPECIFIED BY THE
SURFACES BY METHODS AGCEPTABLE TO THE ONNER'5 REPRESENTATIVE. THE REMOVAL
(b. THE DEVIATION IN PLANENE55 OF THE FINISHED NALL SURFACE SHALL NOT EXCEED 0.5
MANUFACTURER UNLF-55 SPECIFIED OTHERAISE. ACCELERATING ADDITIVES SHALL BE
SHALL BE ACCOMPL15HF-0 IN SUCH A MANNER AS NOT TO LOOSEN, CRACK, OR SHATTER THE
INCHES IN 10 FEET.
COMPATIBLE AITH THE CEMENT USED, BE NON-CORRO51VE TO STEEL AND SHALL NOT
SURFACES TO RECEIVE THE 5HOTCRETE. ANY SURFACE MATERIAL THAT, IN THE OPINION OF
PROMOTE OTHER DETRIMENTAL EFFECTS SUCH AS CRACKING OR EXCESSIVE SHRINKAGE.
THE ONNER'5 REPRESENTATIVE, 15 50 LOOSENED OR DAMAGED 5)4ALL BE REMOVED TO
THE MAXIMUM ALLONABLE CHLORIDE ION CONTENT OF ALL INGREDIENTS SHALL NOT
EXCEED 0.10 PERCENT AHEN TESTED PER AA5HTO T260.
SUFFICIENT DEPTH TO PROVIDE A BASE THAT 15 SUITABLE TO RECEIVE THE 5HOTORETE.
MATERIAL THAT LOOSENS AS THE SHOTORETE 15 APPLIED SHALL BE REMOVED. 5HOTCRETE
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5E67RE&ATION, CORROSION OR DAMAGE. LIQUID ADMIXTURES SHALL BE STORED TO
0. A CLEAN, DRY, OIL -FREE SUPPLY OF COMPRESSED AIR SUFFICIENT FOR MAINTAININ6
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PREVENT EVAPORATION AND FREEZING.
ADEQUATE NOZZLE VELOGITY FOR ALL PARTS OF THE AORK AND FOR 51MULTANEOU5
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OPERATION OF A BLOA PIPE FOR CLEANING AMY REBOUND SHALL BE MAINTAINED AT ALL
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P. A66RE5ATE5 FOR 5HOTCRETE SHALL MEET THE STRENGTH AND DURABILITY
TIMES. THE EQUIPMENT SHALL BE CAPABLE OF DELIVERING THE PREMIXED MATERIAL
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REQUIREMENT OF AA5HTO M50 AND SHALL MEET THE FOLLOAIN6 GRADATION
ACCURATELY, UNIFORMLY, AND CONTINUOUSLY THROUGH THE DELIVERY HOSE.
REQUIREMENTS:
E. THE 5HOTCRETE SHALL BE APPLIED FROM THE LONER PART OF THE AORK AREA
UFNARDS T PRE ENT ACCUMUL TI N F REBOUN m UNCOV;npr-r) cpljqr- r.F=.r, Twir.L-mrrc;
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METHODS OF SUPPORT, AIR PRESSURE, AND RATE OF PLACEMENT OF 5HOTrF;zETE SHALL BE -JP
CONTROLLED TO PREVENT SA66INO OR SLOUGHING OF FRESHLY APPLIED SHOTCRETE. 9&m
NHERE 5HOTGRETE 15 USED TO FILL THE BIRD'5 BEAK, THE NOZZLE SHALL BE P051TIONED w
INTO THE MOUTH OF THE PRILLHOLE TO COMPLETELY FILL THE VOID. REBOUNP5HALL NOT MW
BE NORKED BACK INTO THE PLACEMENT NOR SHALL THE REBOUND BE SALVAGED.
REBOUN12 THAT DOES NOT FALL CLEAR OF THE NORKIN& AREA5HALL BE REMOVED. THE
NOZZLE SHALL BE HELD AT A DISTANCE AND AT AN ANGLE APPROXIMATELY or-=
PERPENDICULAR TO THE NORKIN& FACE 50 THAT REBOUND AILL BE MINIMAL AND .0-R-p-
COMPACTION NILL BE MAXIMIZED. THE NOZZLE SHOULD BE ROTATED STEADILY IN A SMALL
CIRCULAR PATTERN.
E. CEMENT CONTENT SHALL BE AT LEAST (500 POUNDS PER CUBIC YARD. THE uj
NATER/CEMENT RATIO SHALL NOT BE GREATER THAN 0.45. FOR NET -MIX 5HOTORETE F. 5HOTCRETE PLACEMENT SHALL BE BY THE BENCH GUNNING METHOD NHEN THE THICKNESS Aft
EXP05ED TO FREEZING AND THANIN6, THE AIR CONTENT AT THE TRUCK SHALL BE BETAEEN OF THE 5HOTCRETE LAYER 15 (b INCHES OR GREATER. THE OUNNIN& METHOD SHALL U=
'I TO 10 PERCENT NHEN TESTED IN ACCORDANCE AITH A5TM 0231 / AASHTO T152. CONSIST OF BUILDING UP A THICK LAYER OF 5HOTCRETE FROM THE BOTTOM OF THE LIFT
I AND MAINTAINING THE TOP SURFACE AT APPROXIMATELY A 45-PEOREE SLOPE.
F. 5HOTCRETE SHALL BE PROPORTIONED TO ATTAIN A COMPRE551VE STRENGTH OF 2000
P51 IN 3 L2AT'3 ANV 4000 F51 IN 2& VA'r5. THE AVERAGE COMPRESSIVE STRENGTH OF (5. A CLEARLY DEFINED PATTERN OF CONTINUOUS HORIZONTAL OR VERTICAL RIDOE5 OR
EACH SET OF THREE CORES EXTRACTED FROM TEST PANELS OR NALL FACE MUST BE DEPRE55ION5 AT THE REINFORCIN6, ELEMENTS AFTER THEY ARE COVERED NILL BE
EQUAL TO OR EXCEED 55%, NITH NO INDIVIDUAL GORE LF-55 THAN '75% OF THE SPECIFIED CON51OF-RED INDICATION OF INSUFFICIENT COVER OF REINFORCEMENT OR POOR
COMPRE551VE STRENGTH IN ACCORDANCE AITH ACI 506.2. APPLICATION AND PROBABLE VOID. IN TH15 CASE, THE NORK SHALL BE IMMEDIATELY
SUSPENDED AND THE AORK CAREFULLY IN5PE OTED BY THE ONNER'5 REPRESENTATIVE. THE
6. AGGREGATE AND CEMENT MAY BE BATCHED BY AEI6HT OR BY VOLUME IN ACCORDANCE CONTRACTOR SHALL IMPLEMENT AND COMPLETE CORRECTIVE MEA5URE5 PRIOR TO LWILDING DELPT,
NITH THE REQUIREMENTS OF A5TM Cc14 / AASHTO M15-t. MIXING EQUIPMENT SHALL BE RESUMING THE SHOTCRETE OPERATIONS. SHEET NUMBER
CAPABLE OF THOROUGHLY MIXING THE MATERIALS IN SUFFICIENT OUANTITY TO MAINTAIN
PLACING CONTINUITY. READY -MIX SHOTCRETE SHALL BE DELIVERED AND PLACED NITHIN H. THE 5HOTCRETIN6 PROCEDURE MAY BE CORRECTED BY ADJU5TIN6 THE NOZZLE
1-1/2 HOURS OF THE BATCH TIME UNLF-55 APPROVED OTHERA15E BY THE ENGINEER. DISTANCE AND ORIENTATION PERPENDICULAR TO THE SURFACE, ADJU5TINry THE NATER
CONTENT OF THE 5HOTCRETE MIX, OR OTHER MEANS ACCEPTABLE TO THE ONNEf;z'5 REVISED PLAN APT ROVED
REPRESENTATIVE. ALL OVER5PRAY AND REBOUND SHALL BE REMOVED FROM THE
SURFACE. CITY OF EDMONDS BUILDINC D
1
PLANS EXAMINER
PERCENT
PERCENT
SIEVE
PASSING
SIEVE
PA55IN(5
51ZE
BY NEI&HT
SIZE
BY NEI&HT
1/2 INCH
100
NO. 16
35-55
51e) I NOH
LIO-100
NO.30
20-35
NO.4
'70-55
NO. 50
8-20
NO. 8
50-10
NO. 100
2-10
Jobs\02-Il-f\R2\021"-IshO2aR2.d;Ng < cl-10-2 14:05 > < xrF: 021cftbr-vq2254R2, 021clxboseR2, 021cixelevR2,
w
0A
6
x
ly
CI
Ci
4-1
w
x
v
A
ly
v
A
A2
i
NALL I 1 1. 1 1 1 1 1 1 1 . I I I I I I
STATION 0+00 0+50 1+00 1+50
BEND
IN
AALL
........................................................................................................................... ........................................................... MANK.M.HMORT ..................................................................................................................
< OF BACKFILL
TEMPORARY 4" THICK (NOM)
PRE55URE-TREATED
BACKFILL PER PROJECT
PERMANENT 6" 5HOTORETE TIMBER LAGGING (TYP) FENCE 0-b" H1614) CIVIL AND GEOTECHNICAL.
FACING NITH FLOAT FIN15H BY OTHER5 5PECIFICATION5 FOR
MAXIMUM HEIC7HT 5TA O+b5.I iMj��
'N...-ILL EARTI- 5TA 1+51.1
OF.6 OKr ...... ....... ........... ........... ........ . .............................................................................................
540 . ................................................................................................................. EXISTIN6 6RADE' ... .................... rOF' OF 'SHOTCRETE ............. .................. [352.51 540
5TA 0+24.3 [330.51 .. ............
[330.01 [550.01 [330.01 [52q.61 21.11 [52q.11 1325 81 [5 5.81 [325.11
[32q.51 15
......... .
[521.41 [521.01 [321.01 .................. . .... ..........
[528.51 ............ .......... . . .............. ..................... ................ ........................................... ......... ......... ................ .............. ................ ................. . .. ................ ............... ....................... .
..............
. .......... ............
. ........ ....
5TA O+Ob.2 [52&.Ol 1.1.1111, - . i ............... ..... .. .... . .....
. ............... . .......... .... . . .......... ................. .................... . r ............. .............
[52 ... ............ . .. . . .......... ...........
.. ...............
77
---- - - --- - ---- . .... ...... .....................................................................
350 . ......................................................................................... ... ... ....... 330
5TA 0+00.0
[322.bl
[5210.1
CONNECT TO ROOKERY 2
... ... ........... ... .........
1�[5 4.1
520 . ......................................................... 00- OTHIER!5� ....... . ............ ........... .......... ............ P ............ ........... ... ........... 320
............ ............ ...... ............................................................
. .......................................................................... . ........ ......... . ......... ......... . ........ . . ........ . . ........ .. ......... ......... . ... .... . . ........ . . ........ . ......... ........... ........ . . ........ . . ........ ........... .... . . ...................................................................
510 510
L
<
Lu [30q.01 id
PILE 51 [301.51
..... ....
2Z/
500 . .......................................................................... NO ................... 52 ........ [.904-.51 ........ 7 ........... ..... ....... u J.-I ......... u u ... .... u ........ .......... T ............ T. . 300
I ............ .............
............... .... . . ........... .......................................................
[502.01 [501.51 [501.01 [301.01 [300.51 [500.01 [300.6] [500:71 [500.11 [500.81 [3 0.51 [300.11 [500.51
54 [300.01 [300.01
55 56 5-1 sa 501 510 511 512 515 514 515 51b 511 51b [2611.51
2qo. ..... ....................................... .......................................... ............. . * BOTTOM, OF *5HOTORE-TE �Qwtg Mg.(Typ) ...... ......... .......... 5 A ... 520 ................................................................... 210
FIN15H &RADE PER
FILE FILE
SPAGIN6 REFERENCED CIVIL
5PACINC,
b.0 FT GRADING PLAN b.0 FT
2bO. ............................................................. .......... .................................................................... 280
Lr-6r-ND
[14*51-,� TOP OF
SOLDIER FILE
(FEET)
SOLDIER FILE
DRILLHOLE
BOTTOM OF
SOLD I ER P I LE
(F E I- T)
FILE NUMBER
CROSSSECTION
LOCATION
AND IDENTIFICATION
PILE SCHEDULE - SOUTH WALL
PILE
PILE
DRILL -
TOP
BOT
PILE
HOLE
WALL
STEEL
ELEV
ELEV
LENGTH
DIA
PILE #
STATION
SECTION
(FEET)
(FEET)
(FEET)
(FEET)
si
0+03.8
Wl 4X30
321.0
3)9.0
12.0
2.5
S2
0+11.8
Wl 4X30
323.0
307.5
15.5
2.5
S.3
0+19.8
Wl 4X38
. . ... ... .. ...
*'W"1"8'X'5'0 ......
.......... 326.0
........... 3)4.5 .
.. .. ...... 21.5
2 *.- 5 ... ... ....
.................. ..............
S4
6'+2'7'.'8 .. ....
"'
......
32'8'.'0"**'*
3')"2.*0*'
2'6".'0
2.5
S5
0+35.8
Wl 8X55
328.5
3)1.5
27.0
2.5
S6
0+43.8
Wl 8X60
...
329.0
.. ... ... ...
3)1.0
28.0
............
d. +5 1 8
W 1 8 X 6 0
3 2 9 0
3 1 0
2 8 0
2.5
S8
0+59.8
W18X71
329.5
3)0.5
29.0
2.5
S9
0+67.8
W118X76
330.0
...................... I ..............
3)0.0
....................................
30.0
.................. -, ................
2.5
......................
............. -.§fd .........
........ b ...... ..........
+ 5.8
.....................................
W18X76
330.0
3)0.0
30.0
2.5
Sil
0+83.8
Wl BX76
330.0
3)0.0
30.0
2.5
S12
0+91.8
I-- ...
Wl 8X71
........ ......
329.6
.......... .....
........... 3)0.6 ...
29.0
.......... I.....§..d ........... I
.............. 2.5
.... ............ §f� ........
....... b+ .8
§.§
�jd.l
2 .
S14
1+07.8
W118X71
329.7
3)0.7
29.0
2.5
S15
1+15.8
I
W18X71
................ I.- ............
329.8
........ I .............. I .............
3)0.8
I .................
29.0
......................................
2.5
...................................
................ ltlf6 .........
........ f- ...............
+23.8
Wl 8X71
329.8
3)0.8
29.0
2.5
S17
1+31.8
Wl 8X71
329.9
330.9
29.0
2.5
S18
1+39.8
W118X76
330.5
330.5
30.0
2.5
............ Sib ..
........ i -4�-
+ .8
............................
Wl 8Xl 19
331.5
297.5
34.0
2.5
S20
1 1+52.5
W18XI 19
1 332.5
297.5
35.0
2.5
�NALL KENT" PLAN
5OUTH )NALL
REVISED PLAN
EDMONDS BLI
PLANS EXAMINER
V) 0
Z UJ
0 V)
Lj <
z L)
0 0
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C-)
(n
LL, cr
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a. Ld z
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0
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tn
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v)
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N lq*
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12
0
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0
z
Lu
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Liu
z
W
9L
BUILDING DEPT -
I SHEET NUMBER I
ROVED
ul�"i)"
I
A
6
x
w
ci
x
w
w
x
ly
I/
A
lly
w
A2
0
BEND
IN
KALL
340
330
520
310
id
300
0
Z, r*j
280
5A FT
BENI?
IN
nALL
L55FEND
TOP OF
SOLDIER FILE
(FEET)
SOLDIER FILE
-qq
CROSS SECTION
LOCATION
< AND IDENTIFICATION
DRILLHOLE
BOTTOM OF
SOLDIER FILE
(FEET)
FILE NUMBER
2+00
2+50
BEND
IM
3+00
BEND
lki
PILE SCHEDULE WEST WALL
PILE
PILE
DRILL -
TOP
BOT
PILE
HOLE
WALL
STEEL
ELEV
ELEV
LENGTH
DIA
PILE #
STATION
SECTION
(FEET)
(FEET)
(FEET)
(FEET)
wi
1+58.4
W24K162
333.5
290.5
43.0
2.5
W2
1+64.4
W24K 162
334.5
290.5
44.0
2.5
W3 ............
......... 1-+.7.0.....3 ..
......... W.2.4.K.1.6.2....-
-3.3,5.....5 ...........
.......... 2.9..0....5 ...........
........ 4.5...0 ............
........... 2...5 ..............
W4
1+76.2
W24K 162
336.5
290.5
46.0
2.5
W5
1+84.2
W24062
334.0
290.5
43.5
2.5
W6 ..........
1+92.2
Idbl
W24K1 17
331.5
.......... ........
294.0
.......... ... ... ... ...
. . .., .......
37.5 ......
........... .
.............. 2.5 ..............
.. ..
+ .
2 9 8 5
3 0 0
2 . 5
W8
2+08.2
W18K60
328.0
300.5
27.5
2.5
W9
2+16.2
W118K46
.....................................
327.0
........... 11 ...
302.0
................ I ...............
25.0
.................................
2.5
.......................
................ ....
W10
....................................
2+24.2
W18K46
....................
327.0
301.5
25.5
2.5
Will
2+32.2
W18K60
327.5
300.0
27.5
2.5
W-1-2
W.1 8.K.6,0
3.2.7....15 ...........
.......... 3.0.01.0--l.l.,
--11112.7...5 ............
.......... -Z.5 ..............
.................
W13
2+48.2
W14K38
325.5
303.0
22.5
2.5
W14
2+56.2
Wl 400
323.5
306.5
17.0
2.5
W15
2+64.2 .
Wl 4K30
... .................................
321.5
............... ... .........
....... 306.5
15.0
...........................
2.5
.... ..........................
...................... ..............
W16
............. - ...............
2+68.2
Wl 400
320.5
306.5
14.0
2.5
W17
2+72.2
W114(30
322.0
306.5
15.5
2.5
W.l..8
2t.8-0.....2
---Wl 4.K..3.8
3.2.6.....0 ...........
3.0.3...,.0 ...........
............ 2.3...0 ............
...... ---.2.....5. ..............
W19
2+86.9
W118(60
328.0
300.0
28.0
2.5
W20
2+93.9
W18X76
328.5
298.0
30.5
2.5
W21
3++..O..O...,.g
W.1 8.K.9.7
3.2.9.....0 ...........
2.9.6..,5 ...........
... 3.2...5 ............
... 2....5.1
.................
W22
3+07.9
W118(60
327.5
300.0
27.5
2.5
W23
3+14.9
Wl 8(46
326.0
301.0
25.0
2.5
W2.4
3t.121.1.11.119.1--.1
W.1 4.K.3.8
3.2.4....5 ...........
.......... 30Z.5 ...........
............ 2.21.10 ............
I .............. 2...5 ..............
................
W25
3+29.9
W14K3O
324.0
304.0
20.0
2.5
W26
3+37.9
W14K3O
323.5
304.0
19.5
2.5
W27
3+45.8
W14K3O
323.0
304.0
........... 1.1111-1 1 ........
19.0
............ - ...............
2.5
.......................... -
................. ... ...........
28
- ................ I ..........
3+53.8
.............. --l. ................
W14K38
..............................
324.5
302.5
22.0
2.5
W29
3+61.8
Wl BK46
325.5
301.0
24.5
2.5
W3.0
3t.6-9-.1.8 ........
........ W.1-8.K.P.0
.......... 3.2.6.....51..",
2.9-9.....0 ...........
............ 27.5 ............
I ............. 2...5 ..............
................. .........
W31
........
3+77.8
Wl 8K60
327.5
299.5
28.0
2.5
W32
3+85.8
Wl 8K60
326.5
299.5
27.0
2.5
W.3.3
3±9-3-...8.11.11
4.K.3.8
...........
..."310.2..'.5 .
......... -213...0-111 ......
.............. 2'....5
.........
W34
..
4+01.8
Wl 4K30
1312.5.1...5
324.5
304.5
20.0
2.5
W35
4+09.8
W14X30
323.0
304.5
18.5
2.5
1
5+50
BEND
IN
43
n4r-
I 1 1
4+00
0 10 20
FEET
NALL KEY' PLAN
YSIE5T NALL
V)
Z
C)
0
z
Lj
5
!.-i
0
Ld
0
tn
0
UJ
LLJ
IL
z
Ld
cn
>
Lj
X
LLJ
Ld
ce
c:3
C"
LLJ
04
0
04
0
04
L0
cn
LLI
5;
LJ
m
n
m
"
m
n
w
z
tn
V)
W
(n
V)
V)
550
320
JL
510 �?
�m
2010
280
REVISED PLAN AP R
CITY OF EDMONDS BUILDI D
PLANS EXAIMINER Al
w
-W
w
<z
ui
"!o-ft
is-.-
0
o
Z
>
Lu
LL
LLJ
0
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0
X
UJ
1�-
(j)
=J
co)
w
Z
Lu
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w
2
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SWEET NUMBER
...........
x
x
w
Ci
x
v
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x
w
C)
(A
x
w
x
w
(A
w
x
\e
w
I/
T
llllo
Z
LLI
V)
z
0
U
0
cz
FENCE 0-6' HIGH)
EXISTING GRADE
CL
w
_j
_J
<
340
BY OTHERS
0
350
2
z
FACE Or
5HOTCRETE
550
w
x
(Typ)
_p
530
UJ
N
0
N
0
340
FINISHED GRADE
340
FENCE 0-6' H1614)
EL. 515.b
't
Lo
BY OTHERS
F_ A
EX15TINC7 GRADE
ud,
520
FENCE (5-6" HIGH)
BY OTHERS
3r
w
m
m
m
330
FACE OF
5HOTGRETE
. . . . . . .
FACE OF
EXISTING GRADE
z
(Typ)
BASE OF EXCAVATION
5HOTCRETE
511.5
(TYF)
510
FIN15HED GRADE
EL. 318.0
id
FIN15HED GRADE
520
320
EL. 311.5
500
BASE OF EXGAVATION
BASE OF EXCAVATION
Tol
EL. 311.0
310
EL. 516.5
310
2qO
U-1
vou
112,'-XI,12 STEEL SOLDIER FILE
500
LL
05TEREV IN 2.5 FT I21A DRJLLHOLE
300
BA(,KFIH ED AITH LEAN -MIX CONCRETE
A15XI(o STEEL SOLDIER FILE
NOX60 STEEL SOLDIER PILE
CENTERED IN 2.5 FT VIA DRILLHOLE
CENTERED IN 2.5 FT VIA DRILLHOLE
BAC,KFILLED INITH LEAN -MIX CONCRETE
BACKFILLED INITH LEAN -MIX CONCRETE
u
Lu
TYPICAL 5OUTH NALL
TYPICAL AE5T NALL
TYPICAL NE-5T NALL
CRO55-5ECTION AT
OR055-5ECTION AT
OR055-5ECTION AT
I-p coo,
Z
rA
PILE 510
E�3
PILE A5
FILE N51
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0 10
0 10
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FEET
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BY OTHERS
EXISTING GRADE
550
FACE OF
5HOTGRETE
Lu
AL—L
350
(TYP)
0
go n
z
340
AM&
320
FINISHED GRADE
EL. 31b.0
FENCE (6-b" HIGH)
EXISTING GRADE
BYOTHERS
EL .32b.1
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FACE OF
1-ig
0
550
TIMBER LAGGING
-
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EXCAVATION
(TYp)
310
BASE OF
EL. 315.0
<
Lu
fu
320
3: Z cl)
Lu 0
300
z
310
BASE OF EXCAVATION
u
EL. 515.0
a0
210
m
uj
N201b2 STEEL SOLDIER FILE
300
ow
CENTERED IN 2.5 FT VIA DRILLHOLE
BACKFILLED V41TH LEAN -MIX CONCRETE
280
N1826 STEEL SOLDIER PILE
CEWERED IN 2.5 FT DIA DRILLHOLE
BACKFILLED INITH LEAN -MIX CONCRETE
BUILDING F)LTT.
SHEET NUMBER
TYPICAL NE5T NALL
TYPICAL NORTH NALL
CRO55-5ECTION AT
OR055-5ECTION AT
REVIKED PLAN A-1PPROFEED
E�3
FILE A45
FILE N5
CITY OF, EDIVIONDS BUILDING DIV�
s'SH4.0
i
�5H4.0)
t4_0)
0 10
0 10
PLANS REXANZINER
'.
FEET
FEET
............
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10-
v
(A
w
A
w
.
V)
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0
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0
LLJ
=)
V)
0
>
LLJ
jr
LLJ
_J
Z
>
UJ
W
X
Ld
DRILLED SHAFT (MIN 2.601A),
BACKFILLED NITH
SHOTCRETE FACIN&
UJI
0
-
N
LEAN -MIX CONCRETE (TYP)
PLACE NATIVE SOILS
CHIP LEAN -MIX CONCRETE
fe
N
0
04
0
04
0
AS REQ'D TO FILL V0105 BEHIND AS REQ'0 TO INSTALL TIMBER
CVEOOOMF051TE DRAIN STRIP
STEEL SOLDIER PILE CENTERED
TIMBER LA676ING
LA(7(7INC7 AS 5HONN
A
-7ECCOMP051TE DRAIN SMP
5
w
IN DRILLED SHAFT (TYP)
NATI\/E SOIL
to
Ld
m
m
m
4
2% DRAIN GRATE
'd
in
4
4
C3
I I
A'
P\1r, CONNECTOR PIPE
/0
Q
SEAL CUT -IN JO INT
V41TH DUCT TAPE
PVC, CONNECTOR PIPE
PREFABRICATED DRAIN &RATE
ri
4" THICK TIMBER LAC76ING
0
(5EE NOTES FOR
MATERIAL REQUIREMENTS)
5E—(f.TIONAL \11MYS
\/IEA
NOTE: FINAL BHOTCRETE FACIN6 Y41TH HEADED
STUDS, AHERE U5ED, NOT 5HOAN FOR CLARITY.
u
SEE
NOTF_: DRAIN CvRATF- INSTALLATION SHALL NOT DISRUPT 5,r=OTF_XTILE
N
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L u
00
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FILE 5HAFT TIMBER LAGOINS
PREFABRICATED DRAIN &RATE
-,:K
� Cn
DETAIL
DETAILS
,6 j5�
NOT TO SCALE
NOT TO SCALE
It cu
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CHIP LEAN -MIX CONCRETE
4b" NIDE rvEOCOMP051TE 4" THICK TIMBER LAGGING
AS RE012 TO INSTALL TIMBER
DRAIN BOARD .(5r=E NOTES FOR
STEEL SOLDIER FILE CENTERED SEE MATERIAL REQUIREMENTS) LAI5,6_71NO AS 5HOVI
IN DRILLED SHAFT (TYP)
11 7
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0
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5TRIP5 AITH PREFABRICATED
DRAIN GRATE OR EQUIVALENT
(SUBMIT METHOD TO EN(51NEER
A FOR APPROVAL PRIOR TO CONSTRUCTION)
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.0
PROVIDE A 2" DIA (MIN)
Z
56H 40 PVC, VEEP FIFE
.,A
uj
SHOTCRETE FACINry
AS 5HONN
Z
TIMBER LA&rvINC7
#4 @ 6" O.C. #4 @
12" O.C.
STEEL SOLDIER FILE
SEE CIVIL PLANS
.
..... 1/2" x 4" HEADED STUD
TERMINATE ALL 57EOCOMPOSITE DRAINAGE
dim,
\/ERTlr-,ALLY SPACED 12" O.C.
3" CLR c'. A: ............
BOARD STRIPS AT THE BOTTOM OF
PERMANENT 5HOTCRETE HALL
om
#4 CONT BARS,
THE
(oil
\/F-RTlr-,ALLY SPACED 60",
HORIZONTALLY SPACED 12",
PLACED AT CENTER OF NALL
1.5" GLR
v
t!
AS 5HOV4N
S!.r) 2
BUILDING DEPT.
SHEET NUMBER
5HOTCRETE FACIN&
FILE 5HAFT 5HOTORETE
PERMANENT INALL DRAINA&E
REVISED PLA APPIROVED
FACIN& DETAIL (50UTH AND
DETAIL
CITV OF FIDMONDS B ILDING I
IVI ION
AE5T NALL5 ONLY)
NOT TO SCALF-
5m0
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NOT TO SCALE
"MANS EXI-�,NILINER
IV
Ci
BUILDING DEPT.
I I I
p
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r__Y�t�T Sl-rr--
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APPROVED AS Jqo,rej)
By INEERING
Date:
LW I
c 9- 5T
1 30
0 15 30 60
W "T"ATE RILLAGE
ES v
COVER SHEET
T27N, R3E, W.M.
PORTION NE1/4 NW1/4 SEC.. 36
Vii
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iFUTURE BUILDIN
FF=318.0
0
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N
TR
N89*46'32"W 136.58
ESTIMATED SITE EARTH WORK QUANI N�
EMRE BUILENNG C
m
CUT = 1,200 C.Y.
FILL = 800 C.Y.
BUILDING A
*4
CUT = 300 C.Y.
FILL = 600 C.Y.
d
SITE GRADING: 0
04
CUT 2,300 C.Y.
Ti
FILL 400 C.Y.
CN, v
EXISTING AND PROPOSED
Z
'Mt " 019z`,i
SURFACE AREA: D
4 , -11,111
1 it i I
1 EXISTING IMPERVIOUS ASPHALT 1I iv f
f
AND BUILDING AREA 82,990 S.F.
2.) EXISTING IMPERVIOUS GRAVEL AREA MO S.F.
Rw
3.) TOTAL IMPERVIOUS AREA AFTER PROJECT 100.1� M11
&
gi
COMPLETION INCLUDING BUILDINGS 96,400 S.F.
CHANNELIZATIONNOTES.
(1) METHYL METHACRYLATE TYPE 2L AND 2R RIGHT, LEFT ARROW
(2) DOUBI E YELLOW CENTERLINE STRIPE
G) 4w WHITE LANE STRIPE I A
0) 8' WIDE WHITE METHYL METHACRYLATE CROSS WALK
0 STOP SIGN (Rl-l) z I
6 18" WIDE STOP BAR
::wmbm
LEGEND
EX. LUMINAIRE (LUM.)
PROP. LUMINAIRE (LUM.)
[E�o
D(. YARD LIGHT
El
DL POWER METER
-0-
0L POWER POLE
0
EX. JUNCTION BOX (AS NOTED)
11
EX. CATCH BASIN (CB)
0
PROP. CATCH BASIN (CB)
0
DL STORM MANHOLE (SDMH)
(ND
PROP. STORM MANHOLE (SDMH)
0
EX. SANIIARY SEWER MANHOLE (SSMH)
0
PROP. SANITARY SEWER MANHOLE (SSMH)
0
EX. CLEANOUr (00)
0
PROP. CLEANOUr (CO)
Fo-1
EX. GAS METER
EX GAS VALVE
EX. WATER VALVE (WV)
H
PROP. WATER VALVE ("
A
DL FIRE HYDRANT (Fli)
Ak
PROP. FIRE HYDRANT (FH)
EB
DL WATER MEIER
0
PROP. WATER MEER
n
EX. SIGN
AL
PROP. SIGN
D0
DECIDUOUS TREE
HANDICAP PARKING
CONIFEROUS TREE
EX. WATER UNE
PROP. WATER LINE
.........
EX. SANITARY SEWER LINE
PROP. SANITARY SEWER LINE
E)L STORM DRAINAGE LINE
PROP. SIORM DRAINAGE LINE
-Gas-Gas-
EX. GAS LINE
P(OH)-
DL POWER OVERHEAD
_x_
EX CHAIN LINK FENCE
0-
EX. IRON FENCE
EX. CONTOURS
PROP. CONTOURS
DL SPOT ELEVATION
x
318.0
PROP. SPOT ELEVATION
110.111
PROP. STANDARD ASPHALT
PROP. HEAVY ASPHALT
PROP. CONCRETE
EX PROP. GRAVEL
SW
8rrE
235TH PLSW
'T
7
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LEGIAL DESCMPTIONS: SURVEYORS NOTES
jr. t I
4� I I - il
0 -ALTA/ACSM LAND TITLE SURVEY- IS IN ACCORDANCE WITH. VNIMUM STMDARD DETAIL
M 0
PARCEL W: 1. THIS
f. REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS- JOINTLY ESTABLISHED AND ADOPTED BY THE
a e
N LOT 7, BLOCK 2. WESTGATE PARK, DIVISION NO. 2 ACCORDING TO THE PLAT THEREOF
9 AMERICAN LAND TITLE ASSOCIATION AND AMERICAN CONGRESS ON SURVEYING AND MAPPING IN 1999.
Fg x §411 -0 ,.w q) it RECORDED IN VOWME 13 OF PLATS, PAGES 40 AND 41, RECORDS OF SNOHOMISH
If ��_
COUNTY, WASHINGTON.
it 2. THIS DRAWING MEETS THE NATIONAL MAP STANDARDS FOR A TWO -FOOT CONTOUR INTERVAL MD
PAMEL OW:
Ly Iff "CA to
4D -3
/Z
14' DRAWING SCALE OF 1" 30'. UNAUTHORIZED ENLARGEMENTS MAY EXCEED THESE STANDARDS.
ii :00
0
R� IV 14 'r LOT 8. BLOCK 2, WESTGATE PARK, DIVISION NO. 2 ACCORDING TO THE PLAT THEREOF' 3 BASIS OF BEARINGS PER RECORD OF SURVEY BY MICHAEL S. WEBB DATED JUNE 1988 AND
"""it: 10
r j! RECORDED IN VOLUME 13 OF PLATS. PAGE 40, RECORDS OF THE AUDITOR OF "I HL RECORDED IN VOLUME 27 OF SURVEYS, PAGE 110, UNDER RECORDING NO. 8808095001, RECORDS
4-1 ui
COUNTY comommom
OF SNOH)MISH, STATE OF WASHINGTON.
OF SNOHOMISH COUNTY, WASHINGTON.
Q5
EXCEPT THE EAST 20 FEET THEREOF.
W
04 NO.' 1104; BRASS DISC IN CONCRETE POST SE CORNER OF INTERSECTION 1 OOTH AVENUE W. AND
SRI— 4. VERTICAL DATUM IS NAVD 1988. BENCHMARK IS SNOHOMISH COUNTY SURVEY CONTROL POINT
SITUATE I N THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
220TH STREET SW, APPROXIMATELY 10' NORTH OF PP ED2-29. LEVA11ON 329.30 FEET.
(n it
PARCELC!:
5. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM TRANSNATION TITL
E
THE EASTERLY 20 FEET OF LOT 8 AND ALL OF LOTS 9 AND 10 IN BLOCK 2 OF INSURANCE COMPANY COMMITMENT NOS. 527188 AND 527291, DATED AUGUST 26, 1999 AND
WESTGATE PARK, DIVISION NO. 2 ACCORDING TO PLAT RECORDED IN VOLUME 13 DECEMBER 9. 1999, RESPECTIVELY AND FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT NO.
841454- C3, DATED JUNE 19, 2001. IN PREPARING THIS MAP, BARGHAUSEN CONSULTING ENGINEERS,
OF PLATS, PAGE(S) 40 AND 41, IN SNOHOMISH COUNTY, WASHINGTON;
01: 1 "M n, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS BARGHAUSEN CONSULTING ENGINEERS,
.7� 4'
I&W.
EXCEPT THAT THEREOF APPROPRIATED BY THE STATE OF WASHINGTON BY DECREE INC. AWARE OF MY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN
g
ENTERED AUGUST 10, 1971 UNDER SNOHOMISH. COUNTY SUPERIOR COURT CAUSE ON THE MAP AND DISCLOSED BY THE REFERENCED TRANSNATION AND FIRST AMERICAN COMM ENTS.
po, ITM
NO. 106843. BARGHAUSEN CONSULTING ENGINEERS, INC. HAS RELIED WHOLLY ON TRANSNATION'S AND FIRST
0�1
AMERICAN'S REPRESENTATIONS OF THE TITLE"S CONDITION TO PREPARE THIS SURVEY AND THEREFORE
IVE PARCEL
BARGHAUSEN CONSULTING ENGINEERS, INC. QUALIFIES THE MAWS ACCURACY AND COMPLETENESS TO
NO
I
IN
THAT EXTENT.
M1111 LOT 11, BLOCK 2, WESTGATE PARK, DIVISION NO. 2 ACCORDING TO THE PLAT
11101
THEREOF RECORDED IN VOLUME 13 OF PLATS, PAGES 40 AND 41, RECORDS
6. THIS SURVEY DOES NOT PURPORT TO SHOW ALL MATTERS WHICH MAY BE DISCLOSED BY A
OF SNOHOMISH COUNTY, WASHINGTON.
4*
. . . . . . . . . .
FEET THEREOF, AS DEEDED TO THE C17Y OF EDMONDS, BY'
CURRENT TITLE SEARCH.
EXCEPT THE EASTERLY 7.50
DEED RECORDED UNDER AUDITOR'S FILE NO. 2180938. 7. PROPERTY AREA 125,992 SQUARE FEET (2.892 ACRES).
Nf 1 '463 E i
S 9
g
4c' -.1 .-.1 .41.
2.50,1*
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. 8. THIS PROPERTY HAS LEGAL ACCESS TO EDMONDS WAY (SR104) AND 100TH AVENUE WEST, SHOWN
HEREOR, AS PUBLIC. RIGHTS -OF -WAY. PHYSICAL ACCESS MAY BE LIMITED BY IMPROVEMENTS, OR LACK
THERE&, AS SHOWN ON THE SURVEY.
gg
GENERAL CONSTRUCTION NOTES
9. TAX PARdIEL NUMBERS ON THE SUBJECT PROPERTY ARE. 6107-002-007-oCoa I,
-OT 7)
CITY OF EDMONDS 6107-002-008-0205 (LOT 8 EXC. E 20') 6107-002-008-0100 X 20" LOT a, LOT AND
t
(LOT 11)
6107-002-011-0002
1. CONTRACTOR SHALL ADHERE TO ALL APPLICABLE LOCAL CODE
ffi
0 T -R -A
R REMENTS IN PROVIDING EXTENSION TO PIPING, CONDUIT AND OTHER
10. ZONING
: BN (NEIGHBORHOOD BUSINESS), EDMONDS, WA.
UTILITY ACTIVITIES.
NEW ILDIN A"
T 'ji
11. CURRENT MINIMUM BUILDING SETBACKS: 20' FRONT, 0' REAR; 0' SIDES MINIMUM PER
.15
2. SEE SITE PLAN FOR DETAILED INFORMATION MD DIMENSIONS RELATED TO
5g,
MA �EN
F -31&.5 EDMONDS ZONING CODE. AT THE TIME OF CONSTRUCTION, THE BUILDING SETBACKS Y HAVE B
CURB RETURNS, PLANTER DIMENSIONS, SETBACKS, PAVEMENT EDGE
It
LOCATIONS, ETC. DIFFERENT, HOWEVER, BASED ON THE FACT THAT CERTIFICATES OF OCCUPANCY WERE ISSUED FOR THIS
PROJECT, THE CITY OF EDMONDS ACKNOWLEDGED THAT ALL BUILDINGS WERE IN SUBSTANTIAL
3. FOR AID IN U11UTY LOCATION CAU 1-800-424-5555 PRIOR TO BEGINNING COMPLIANCE WITH THE MINIMUM SETBACK REQUIREMENTS AT THE TIME OF COMPLETION. PLEASE
CONSTRUCTION. CONSULT ZONING MANUAL FOR FULL PARTICULARS.
'R,
4 12. BUILDING LOCATION DIMENSIONS ARE AS MEASURED AT RIGHT ANGLES FROM PROPERTY LINE TO
ALL CURBING TO BE 6 INCHES HIGH EXTRUDED CONCRETE CURBING PER
DETAIL AS NOTED ON PLAN UNLESS OTHERWISE NOTED. BUILDING CORNERS AT POSITIONS INDICATED. (UNLESS SHOWN OTHERWISE.)
RIM
It 5. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF BARGHAUSEN
R, 13. STRIPED PARKING STALLS AND STALL DESIGNATIONS SHOWN HEREON ARE AS THEY ARE MARKED
CONSULTING ENGINEERS, INC. AND SHALL BE RESOLVED PRIOR TO ON THE GROUND. OTHER PORTIONS OF THE SITE NOT MARKED ARE ALSO USED FOR PARKING
110 Em
P PROCEEDING WITH CONSTRUCTION. VEHICLES.
m 6. UTILITY LINES MAY NOT 'E COVERED UNTIL AFTER THEY HAVE BEEN TESTED
14. FLOOD ZONE DESIGNATION C, AREAS OF MINIMAL FLOODING, ACCORDING TO FLOOD INSURANCE
AND APPROVED. UPON COMPLETION OF THE BACKFILL OPERATIONS, THE
RATE MAP, (-FIRM-) NO. 530163 0005 D. COMMUNITY NO. 530163, (CITY OF EDMONDS), PANEL NO.
7= UTILITY LINES SHALL BE RETESTED.
0005, SUFFIX D, EFFECTIVE FEBRUARY 19, 1986, SNOHOMISH COUNTY, WASHINGTON, AS PREPARED
N89*46'32"W
332.50'
CAVA
7. ALL UTILITY LINE EX TION BEDDING AND BACKFILL MATERIALS AND
COMPAC11ON SHALL BE PERFORMED IN ACCORDANCE WITH THE SOILS
BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (-FEMA-).
15. U TILITIES
ENGINEER'S RECOMMENDATIONS AND THE GOVERNING AGENCY 1
OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH
It
It REQUIREMENTS. UTILITY LINES SHAH INCLUDE STORM DRAIN, WATER,
EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND
TION LINES.
SEWER, ELECTRI CAL, TELEPHONE, AND LANDSCAPE IRRIGA
UTILITY LOCATIONS SHOWN ARE APPROXIMATE' ONLY. UNDERGROUND CONNEC ONS E SHOWN AS
TI AR
INDEX
TO
SHEETS:
8. ALL SANITARY SEWER LINE SHALL BE PVC SDR 35 SEWER PIPE CONFORMING
STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT
SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC
TO ASTM D-303A-73.
RECORDS. BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY
C1 OF 8
COVER SHEET
OF PUBLIC RECORDS.
9. ALL WATER SERVICE SHALL BE COPPER TYPE K OR PVC CL 200 UNLESS
OTHERWISE REQUIRED BY THE CITY OF EDMONDS.
16. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON JULY 17,
C2 OF 8
GRADING AND STORM DRAINAGE PLAN
10. A TACK COAT SHALL BE APPLIED TO ALL C.ONCRETE'EDGES TO WHICH
2001. ALL SURVEY CONTROL INDICATED AS wFOUNDw WAS RECOVERED FOR THIS PROJECT IN JULY
OF 2001.
ASPHALT IS TO BE PLACED.
C3 OF 8
SANITARY SEWER AND WATER PLAN
11. SOIL STERILIZATION (WEED KILLER) SHALL BE APPLIED IN AREAS TO BE PAVED.
17. ALL DISTANCES ARE IN FEET (U.S.- SURVEY FEET).
KEEP 2 FEET (MIN.) CLEAR OF EXISTING AND PROPOSED LANDSCAPE AREAS.
APPLY AT MANUFACTURER'S RECOMMENDED RATE TO ASSURE PROPER
18. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE -SECOND ELECTRONIC TOTAL STATION WAS
PENETRATION.
USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLUNG
C4 OF 8
SANITARY SEWER AND WATER NOTES AND DETAILS
I
MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE
SPECIFIED IN WAC 332-130- 090. ALL INSTRUMENTS AND EQUIPMENT HAVE BEEN MAINTAINED IN
12. SURFACE SMOOTHNESS OF ASPHALT S HALL NOT BE ACCEPTABLE IF
EXCEEDING 1/4 INCH USING A 10-FOOT STRAIGHT EDGE. PONDING OR
ADJUSTMENT ACCORDING TO MMUFACTURERS' SPECIFICATIONS.
*BIRD13ATHSn EXCEEDING 1/4 INCH IN DEPTH SHALL NOT BE ACCEPTABLE AND
C5 OF 8
SECTIONS, NOTES
AND DETAILS
SHALL BE CORRECTED BY THE CONTRACTOR.
19. THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF BARTELL DRUG COMPANY. RIGHTS TO
RELY ON OR USE THIS SURVEY DO NOT EXTEND TO MY UNNAMED. PARTY' WITHOUT EXPRESS
13. ALL EXISTING UTILITIES SHOWN ON THESE PLANS WERE OBTANED FROM A
RECERTIFICATION BY BARGHAUSEN CONSULTING ENGINEERS, INC. AND/OR THE PROFESSIONAL LAND
w
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LU <n
C6 OF 8 SECTIONS, NOTES AND DETAILS BE RESPONSIBLE FOR LOCATING ALL UTILITIES WHICH MAY CONFLICT WITH (D
CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. ENGINEER
DOES NOT WARRANT THAT ALL UTILITIES HAVE BEEN SHOWN.
C.
C7 OF 8 TEMPORARY EROSION AND DEMOLITION PLAN 6, SA
.
14. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE TELEPHONE �lj WAS111
COMPANY, THE GAS COMPANY, THE POWER COMPANY, AND THE CABLE TV
C0')
OMPANY PRIOR TO CONSTRUCTION SO THAT THESE OTHER UTILITIES CAN
C) C**-j
C8 OF 8 TEMPORARY EROSION/SEDIMENTATION CONTROL PREPARE THE NECESSARY PLANS FOR THE EXTENSION OF THEIR RESPECTIVE
UTILITIES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE
.0 co
NOTES AND DETAILS THESE ACTIVITIES DURING CONSTRUCTION. 0 co
cl
24661 0,- E (o C)
C)
15. FOLLOWING COMPLETION OF THE WORK, THE CONTRACTOR SHALL BE /ST� Cl
z
REQUIRED TO REMOVE ALL CONSTRUCTION EQUIPMENTI, MATERIALS AND AL .0 0 V)
1 OF 1 CHANNELIZATION IMPROVEMENT PLAN DEBRIS FROM THE SITE AND TO PROVIDE FINAL CLEANUP ACTIVITIES AS 0
DIRECTED BY EITHER THE CITY OF-EDMONDS OR THE OWNER'S ENGINEER. EXPi 6/11/04
a - LI_
118=30v
15 30 60
womm
BF-SPON"'I x3LE F OR
.FJOS101, CoglijoL AVID UPA11*'GE
Ucc HLxcy_
14 41,4_ C06-p I x) At&O
'kfwal Y7 d f4c ; I'c6-'
CALL BEFORE YOU
1-800-424-5555
WATER WNMW .9
INSPECTIONS REQ`D
CALL 425-771-0220 EXr. 1326
�tervzl -ro 9LCL5
GUTTERS/DOWNSPOUTS
M CONNECT TO EXIST. SYST.
AGCE,uTf'0-LE -.111GHTLINE
k fizRIAL
SDR 35
SCH 40
N -12
F810 HANCOR
'C" SIDEWALK FORM
INSPECTIONS REQUIRED
z
k
CB RIM=311.02
_\"n IE 78" CNC W=293.47 w
D. M N.-
IE 42" CNC NE=294.22
k
\N SE IE 42" CNC E=293.52 .2
Uj
cr cr_ m ck: re_ m
cn w z
SSMH RIM=312.88 CD 0 U 0 0 U 0
M Ce M M W Ce Ck: a:
"\SSMH & IE 24" CNC E=303.28 0 Lu W Ld W W Ld w
.25 FOUND CONC. MON. W/
IE 24" CNC W=303.05
cL cL m cL cL a. tL
BRASSY IN CASE 0 moo 0 0 a
EX FH
uj Lu Lu LIJ w U3 w
m cn cn cn En En (n (In
(7/01)
a:
m w m m ce ce
POWER POLE
'k, 0
w/wm & UG
co
CB RIM=314.10
L
m mmmmmm z
.0 IE 12" CMP NE=309.92
POWER POLE
W/LUM & TF
IE 42" CNC E=295.48
_Ile
IE 42" CNC W=295.45
110
TRUCK ROUTE SIGK
CB RIM=313.47
it
% J
IE 12" CMP SW=310.04
STEEL POLE c'
W/EMERGENCY UGHT z
C j Ecl� NOTES:
I
SIGNALS I 1�
V11 M M M ED
Ld 1. ALL UTILITIES TRENCH BACKFILL WITH IN CITY OF
EDMONDS OR WSDOT RIGHT-OF-WAY SHALL BE 2
CONTACT OLYMPIC VIEW 2X 10'
"AVOIDING SI " g C4 C4 C14 C-4 Cq
I#- H 'k, B_ iRl 0 -
UIIUIT STACK CDF. <�r"C�s 0
'C�4_ 10-
WATER/SEWER DISTRICT PROHIBI EASEMENT CB RIM=314.75 Lu uj Lu
_j -1
CD SSMH RIM=316.18
316.5
39WOr,' AU, -CB
: � - _ 2. CONTRACTOR SHALL UP GRADE THE CURB RAMP AT
-I� 42" CNC E=296.85�
i., IE 24" CNC E=309.68 04
k4T&Z- A�97;�IL K ADJUST Rift FG IE 42: CNC W=296.82 THE SOUTHWEST CORNER OF THE INTERSECTION OF
4� IE
24" CNC W=309,63
TO CURRENT STANDARDS.
7 �-1. SD RIM--zi
104 AND 1 OOTH AVE. W. CO t' CO LO -0- C-4
SIR
R CNQS llR z
2" DAMAGED CURB AND GUTTER AND SIDEWALK WHETHER
'L-w -Illf
IE irk-, -eR6SS*kI.K
5111 EXISTING OR AS A RESULT OF CONSTRUCTION SHALL
SSMH RIM=317.33 BE REPLACED.
10 ��'i .'s
NEW 1
NAL
TRAFFIC SIG IE CNC S=306.93
,w
-65 1 F 1�-
19 /rP
076 A + IE 2" CNC W=306.86 4. ALL FOOTING DRAIN SHALL BE DISCHARGED THRUE 80
C)
FH
C.
EW PVC PERFORATED PIPE IN INFILTRATION TRENCH AN
+
GITY, STD. CONNECT TO STORM SYSTEM FOR OVERFLOW.
PEW
_'CUREW'
1 7�' N
011R.":!
U)
WMIRIL
-----------
fff cl
i?
L2. 14
NEW CURB Lu
CIT SINGLE WHIT PE
Y STD.
11W MIP PER CATCH BASIN DULE.
-WN L N6-. - -- .. N
�Ilvl= 67
-NEW CU B RA CB RIM-_3�11�6.�. I'ttt-
CITY-STAN
t q-Z., L;Mt' W=ZV�J.UZ CEW TYPE I CBW TYPE 1
SINGLE WHITE E 42 CMP E=299.07 RIM=317.28
CB PIM=317 81 z
d
NEV FETAM40 WALL
SEE SHORING AND PVC PERFORATED
ED AS NOTED STRUCTURAL DESIGN FOR E FOOTINGDRAIN IN
APPROV DETAILS. *FILTRATION TRENCH
BY ENGINEERING PER DETAIL SHEET C6.
6n PVC WALL ING
N
Date'. 03 1
PVC ROOF
PMFE BLqLDNQ -V DRAIN @
1% q1N.
FF-M-0
C
EX. 15' EASEMENT
0
317.9
*-< >
SDC048
PVC ROOF
DRAIN @ 1 % MIR.
N89'46'32"W 136.58-
NEW IFErAINI
X A
SEE SHORING AND
STRUCTURAL DESIGN FOR
DETAILS.
%
PROPOSED PRIMARY
POWER SOURCE j
v
e,%
8DCOfG 1
c*q
8" Pvd D
�o lo� 1,
PIPE FOOTINGDRA�N IN
cr)
og*
INFILTRATION IRE CH
i PER DETAIL SHEET C6.
\�\\t-)IS' VC WALL' FOOA
5.7 LF 12' PVC
mm n, ON, <
w
w
F_
co
w
3::
[E=314.44 8: E IE=314.41 (12' N)
. ... . ........ S
IE 4 2 N,(Z IE=314.55 6 IE=314.53 (8: E
Sj
I E 1 NC`�=314.6 IE=314.86 6" M=0119-Ar/ k?J
AESINAY tHOPPING 0)
M W 0
(L CX)
CENTER 3JGN CBOZ TYPE 1 CB19, TYPE 1L
SINGLE WHITE STRIPE RIM=317.13
L-!�2
NE)
RIM=317.22 co
V
IE=314 42 �8"OW4) IE=314.0 (12
CID
EX. YARD wv IE=31 IE=314.12 �8" NW)
S355637"E IE=314.07 12- Sj z
1) E?,A M, LO 3:
, 1, CB03, TYPE 1 Lo co
'k - 0 1 U.621 LIGHT J-BOX C13510, TYPE 1
RIM=317.12
v POWER POLE
% CROSSWAI._1�19e \_a1VJMML POLE ARM IE=314.90 �12: S) RIM=316.82 co
9FO2400 : .". IE=314.87 I Z N) [E=313.81 �12: NE) co X
RIM=317.39 k),f �: co
j1\L)KAIN SIGNAL CABINET IE=31 6- W) IE=313.82 SW)
IE=308.59 (15: IN)
IE=308.39 (15 OUT) 1CSIGN�AL
co
J BOX CBK TYPE 1 CBM TYPE 1
RIM=316.94 in
RIM=317.20
W&
[NEW DETBITION VAULT IE=31412 �12: S� SE) #410%
IE=314.46 (8 ui LU Co
17 IE=314:
SDMH RIM=318.18
.11 IE 42- CFC -S=,309.03 CBM TWE I
JF& IE 42" CNC NW=,308.93 TYPE 1-481 0 0
317.8 RIM=316.3
GNA ltBOX M3 3:
I! )i. Sf
CB RIM=316.98 E IE=313.45 (8- SW)
'00 %
&JSM BULDM CUT AND MATCH 7 -F-4 12:
ir E T DI W=316.09 IE=3112.96 �12
PTEMENT 1 1 1 1 - S) CaM, TWE 1L
IE=313.83 5
8" PVC N=315.76
ELBOWS DOWN) RIM=316.58 Lu
ch (8 CBM, TWE 2-W IE=313:23 12- SE)
NEW POWER i. - :t 31328
SOLID LID
t RIM=317.21
SERVICE 6 1 D 8:
a C'4 1 !�!
IE=313.26 W
6w DI ROOF DRAIN 4) R IE=311.49 (12- N) IE=313.33 6 N)
. . . . . . . . . POLE W/TF
r 1.0% MIN. (n l r- IE=312.88 (12" S)
CBM TYPE I
"-SDC004 It [E=312.51 (12" E) U
W)
IE=312.71 (12 RIM=316.47
11 ji I - SE)
33 LF 15" PVC 5 it IE=312.83 (12 - NW)
IE=312.87 (12
0.8% C1307, TYPE 1
N)
1: SAWCUT!l ANd1l !RESTORE [E=312.87 (8
!4- 1 RIM=317.89
il -*PAVEMENT T( ORIGINGAL N)
j IE=314.85 (8
Xx:: CONDI ON. i A�, CBM, TYPE I
,d" B
RIM=316.6 C)
p ".-ME IM: a
'i tt S)
w
IE=313.1 0 (8 .2
C4
111sks
8-_" @ 0.96%
@ 1.18%
8" D1 ROOF DRAIN > SDom
NEVKBLqLDNQ,'X
0 1.0% MIN.
.1i'mp, k t 1 1,
NONE
pff.
U711_17Y CONRJCT NOTE.
CAU71ON:
NEW FETAINING
W SDCO#7
THE CONTRACTOR S14ALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH SEE SHORING AND _:� 'iWA10111\\\
OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE
STIR
UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CON LICTION. STRUCTURAL DESIGN FOR _'A\
THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOUNG DETAILS.
ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY 66 LF 8" PVC
VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCA11ONS OF SAID UTILITIES AS SHOWN ON THESE w\ 3
x v V -
PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. 6\X. , -
v
IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN
CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
CONSTRUCTION.
NN
CONTRACTOR SHAH BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND
REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION
ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A
REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS
MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL
RESOURCES, OR BY CONTACTING THEIR OFFICE BY TO EPHONE AT (206) 902-1190. NEW FETAININCII WAU
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES SEE SHORING AND
PUBLIC LAND SURVEY OFFICE STRUCTURAL DESIGN FOR
1111 WASHINGTON STREET S.E. DETAILS.
P.O. BOX 47060
OLYMPIA. WASHINGTON 98504-7060
UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR
DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND
AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE
APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE
RESPONSIBILITY OF THE CONTRACTOR.
6" D
/1.0%
*46'32"W 332.5
"I
<
72.8 LF 112" PVC___
0 0.87%
318.4
111""" '7_
' �.'-=.4M.';L-.'jPOWER POLE
P/Lum & UG
IN .......
-u
tpwmIT
3175m mm H POWER POINT
'u-'; - ' W/LUM & TF
GRAPE
RE11101
TYPE 1 CURB RAMP
i PER CITY FO EDMONDS STD. DETAIL
P )WERM
PQLE &UG,,
E2.14. (TYPICAL FOR ALL NEW
DRIVEWAYS)
StN il
309*46"32-E
g
2,
U: NEW CONCIFETE SIDEWALK
C1JRB AND
QUTT1=11
A.
.
. ...............................
CE3 RIM=317.04
IE 12" CNC W=314.1 0
a
-4
w
5,
SSMH RIM=317.62
IE 12" CNC N=308.02
if
0
IE 12" CNC S=308.07
EX. FIRE HYDRANT
0 M
t
SAWCUT AND RESTORE
oc,
w
PAVEMENT TO ORIGINGAL
r
NDITION.
P. tn- 0:*
it
SSMH RIM=317.58
IE 10" CNC N=312.53
>
rur R=319sn
G[RkDf�
�POWER
�POLE
W/TF. LUM & UG
g
60TI03
t
nON
i
t i
0
0
STORM DRAIN CLEAN OUT SCHIEDULB
SDCOOI
SDC007
RIM=317.8
RIM=318.34
IE=314.8
IE=314.85
8DCO#2
RIM=317.8
SDC0#8
RIM=317.74
IE=313.9
IE=314.02
8DCO#3
SDCO49
RIM=317.8
RIM=317.8
IE=31,5.3
IE=314.44
SDCON
SDC0#*
RIM=317.61
RIM=317.8
L4
z
0
all
c*4
--I
U31
a
.X
3:
0
'g-
0
U)
E!
o
CL
-w
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V)
W
8DCO#5 SDCON
C5 U
z
RIM=317.8 RIM=317.8
z R�
IE=315.4 IE=315.14
0
V)
Z LLJ
:5 (n
8DCO#6
RIM=318.4
Ld
x
0- __j
<
IE=314.2
:z
L,
z W
Ld
N
z
EAHnMORK QUANTIES:
rr) CN
0
00
C14
Do
r-
CUT- 3,800* to.y.
m co
00
W 'm
FqLL- 1800t C.Y.
C14
U.J L0 0
LC) N 04 ;z
I,_: I �1 Ld E
cq N
co uj 5
0 V)
3fill
J
uj c
6
c
:2
SA
j WAsly J
NZ c
Q
C,
c
c
24661 c
E c
0 c
z
AL m <
0
EXPIRES 6/11/04
CONCRETE PAD----\
1P 0
lff=301
0 15 30 60
R001q 110\\�\\\0\000001
I V\\0\\\q bm�
NOTES:
1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH
.Pc = 4500 psi
2. REBAR: ASTM A-615 GRADE 60
3. MESH: ASTM A-185 GRADE 65
4. DESIGN: ACI-318-83 BUILDING CODE
ASTM C-857 "MINIMUM STRUCTURAL DESIGN
LOADING FOR UNGERGROUND PRECAST
CONCRETE UTILITY STRUCTURES"
5. ALL SEWER LINE CONNECTIONS TO THE
INTERCEPTOR SHALL BE CORE DRILLED
AND SEALED WITH NON -SHRINK GROUT.
24" MIN DIA LOCKING FRAME & COVER:
GAS TIGHT, HS-20 LOAD CAPACITY AND
LABLED "PRIVATE SEWER" (3 PLACES)
JUST TO GRADE
6" MIN.
N.
FDMIIA.
LO.75'
5-TANDARD C.O. FRAME AND COVER,
SET FRAME IN CEMENT. GROUT.
-SCREW IN CAP
JOINT SEALANT 1" DEEP
7 STYROFOAM ALL AROUND
MENT CONCRETE
LASS 5 (1-1/2)
DIA. C.O.
5- WYE)
MIN.
\N-CE
2" VENT PIPE TO BLDG.
NON -SHRINK
C
VENT SYSTEM TO PROVIDE
ROUT
61'
POSITIVE DRAIN TO GREASE.
SCH. 80 PVC
(4
6" MIN DIA.
SCH. 80 PVC I N LET
INSPECTION TEE
N7 TY PICAL
6" MIN
DIA.
2
6'
LIQUID LEVEL
NON -SHRINK
GROUT
T
NON -SHRINK
7
6" MIN. DIA. TEE
GROUT
OR ELBOW
DIM
"C"
PRECAST CONCRETE VAULT`�
SCH. 80 PVC
\�IDIM
6$"
MIN
COAT INTERIOR WITH COAL----,,
"E"
SCH. 80
PVC
DIM "DO)
TAR EPDXY.
WATER DEPTH 1 1
2' 6)3
DIM
NON -SHRINK
GROUT 1, 0 1 0.
Tu
L
�NONSHRINK- SLb
AROUND BOTH SIDES 12" MIN. COMPACTED
2/3 LENGTH 1/3 LENGTH DEPTH PEA GRAVEL
SECTION VIEW AA
DIM "A"
PRECAST CONCRETE TANK---\. CLEAR ACCESS OPENINGS
NON -SHRINK
GROUT BOTH SIDEs700' A
SANITARY
3
SEWER
PRECAST DIVIDER
PLAN VIEW \-SLOT
BOTH SIDES
BUILDING B
GREASE TRAP SIZING CALCULATIONS:
NUMBER OF MEALS WASTE FLOW RETENTION STORAGE LIQUID I
(PER HOUR) X RATE X TIME X FACTOR = CAPACITY
I# OF MEALS 100 X 6 X 2.5 X 2 = 3,000 1
USE 3000 GALLON INTERCEPTOR UTILITY VAULT CO. MODEL NO. 712-CA (BUILDING B)
(DESIGN CRITERIA UNIFORM PLUMBING CODE APPENDIX H)
DIM "A"
DIM "B"
DIM "C"
DIM "D"
WATER DEPTH
DIM 'PEP$
1,3'- 1 "
8'-0"
8'-7"
5P-00$
4'-7"
BUILDING 0
GREASE TRAP SIZING CALCULATIONS:
F —NUMBER OF MEALS WASTE FLOW RETENTION STORAGE LIQUID
I (PER HOUR) X RATE X TIME X FACTOR =
I# OF MEALS 100 X 6 X 2.5 X 2 = 3,000 1
USE 3000 GALLON INTERCEPTOR UTILITY VAULT CO. MODEL NO. 712-GA (BUILDING C)
(DESIGN CRITERIA UNIFORM PLUMBING CODE APPENDIX H)
DIM "A"
DIM "B"
DIM "C"
DIM "D"
WATER DEPTH
DIM "E"
13' - 1 )p
8�-O"
8'- 7'y
5P-O"
4'-7"
GREASE INTERCEPTOR DETAIL FOR BUILDING 'B'- and 'C'
NOT TO SCALE
N89*46'32"W 136.58'
9O-NTACT OLYMPIC VIEW
WATER/SEWER DISTRICT
APPROV,ce,
BY I
I N LEE- r-.
Date:
"'ANITARY SEWER AND WATER PLAN
W.
"RTION NE1/4 NW1/4 SEC. 36, T27N, ME, M.
MON
SPECIAL NOTES:
XN CkSE WATE
1 CONTACT OLYMPIC VIEW R DISTRICT FOR ALL SEWER INSPEC11ON
AND WATER SERVICE INSPECTIONS (TO THE PROPERTY LINE) AND .2
CONTACT THE CITY OF EDMONDS ENGINEERING DIVISION w
7
SSCO SCHEDULE:
SSMH RIM=312.88 (425-771-0220, EXT. .1326) FOR WATER SERVICE INSPECTION FROM LLJ
U,
%
E 24" CNC E=30 THE PROPERTY LINE TO THE BUILDING. SSCO01 SSCO04 SSCO07 SSCO09
SSMH\ 'N. - 9 7-
IE 24" CNC W=303.05
25
NOT USED RIM=317.79 RIM=317.59 RIM=317.8
2. ALL FIRE HYDRANTS SHALL HAVE 4* STORZ CONNECTION. FOUND CONC. MON. W/ IE=308.6 IE=314.22 IE=314.38 0 cj C.> c-) C3 u c-)
EX. FH 316�. Ir ix ix ix ix w 0:
Lu W Lu Lu uj Lu Lu
a. a. 5- a- 5- 8- a.
BRASSY IN CASE
0 (7/01)
1�11 I , SSCIM 1qScm
3. FIRE LINE AND SIZE AND SPRINKLER 0 0 0 0 in
POWER POLE =3 Lu Lu Lu L.Li LLI Lu
�z SYSTEM SHALL BE DESIGNED BY RIM=317.61 RIM=318.3 WCOW Wom t z
V_ IE=312.32 IE=314.0 RIM=317.7 RIM=317.6 m u) cn cAl (n (n En cn
N.
W/LUM & UG
I Fu zzzzz
SPRINKLER DESIGNER.
IE=312.4 IE=313.85 w ix 0: Ix 0: w Ix
s8cow SSCO06
-N. 'N INSTALL:
RIM=317.8 RIM=318.5±
WETTAP EXtSTING WATERMAIN
0 IE=310.38 [E=312.3± (FIELD VERIFY)
11-13" GATP'VALVE
(FLxMJ)
CONC. BWCKING
- A
N\
"'4
M M mmmmm M L:
EX. A13ANDONED WATE METER %
cm im ca ca m
Q Q m
N, N\
Lu Lu Lui
0.
METER FOR BLDG. 'C' cc
17 V) �3
X
NEW 11-1/2" IRRIGATION N�, NN EL
%
IN <
U
u
TILITY
INSTALL- 2 10'
METER _j _j
EASEMENT 131 31: 1 U) a:: 33: Bm
m m m M -5
X� 4, m z
I I w uj
.MD 2 m
1-1/2" DOMES"I
BY DISTRICT i
SSMH RIM=316.18
z: 11
it
COPPER LINE BY
Z. "I CC" CC" Co" C04 04 CN
0 r Z 4z
1 IE 24" CNC E=309.68
P, w % 'N, I-N cn
CONTRACTOR. IE 24" CNC W=309.63
k N 4D
I ir Ln
INSTALL 1, 4m CD
ovk
1-80 TEE (MJxFL)
NI
CROSSWALK
1-6- GATE VALVE
FLXMJ) IN. 04
Go r1_ co ul) 1w " -
z
30 LIF 6* DI EXTENSION INV �_ �k_zz" -m i I till 01" 71 1
1-5-1/4- MVO FH ASSEMBLY CNC S=306.
C) IE 93
',z IEOP.2" CNC W=306.86
CONC. BLOCKING
CD
FH
40 STORZ CONNECTIOW
EXISTING IRRIGATION METE
OR BLDG. 'B' TO REMAIN
INSTALL-
1-8" 90* BE
Vol
CONC. BLOCKING
iSINGLE WHITE RIPE
INSTALL-
... . ....... . .
<
m
6' DDCVA
cj
C>
'o SINGLE WHITE RIPE
40
-TE E 5FL EX. Fn ------
GATER v IF NX
IJLUCK
INSTALL:
SINGLE WHITE STRIPE
L
1-8" 90- BEND MJ) m
S3,5*56'37 E
CONC. BLOCKI114%7 'A EX. Y�R it 16.62' 1 WV
%
NEW HOSE 7t
-v
N BLUDINU 15' i
EX.
BE REMODELEM-7.- ,DRAIN'
FUTURE SULDING wC!
FF-318.0 INSTALL' FF-M8.5 4.-
1-8- 22-1/2' BEND
CONC. BLOCKING
I & 4
4 'o
BIB LOCATION
NEW HOSE
\X INSTALL:
A
NEW GREASE Oil!
EX. 15' EASEMENT-,,"".. 10' WAYER EASEMENT To
INTERCEPTOR VAULT poe.-
OLYWIC Vi EW WATER FOR EX. BLDG. B 11I
SE�ER DISTRICT. UTILITY VAULT CO.
Ys MODEL No. 712-13A-'� - IM
INSTALL- INSTALL:
PER DETAIL
1 -8*4" TEE (MixR.) -B"x6' TE JxFQ
1-6- E VALVE (171 xMJ) Nil 1 -8- GATE VALVE (FLxMJ)
c I
CONC. BLOCKING 4, ') INSTALL- 5 LF 6' DI EXTENSION
4
1-1 2" DOMESTIC AfETER-
s 1-5-1/4" MV0 FH ASSEMBLY
CONC. BLOCKING
BY DISTRICT AND 2" co
6m SS @ 2.0% COPPER LINE BY 1 4" STORZ CONNECTION
N-, 55 LF 6w 4
EX. SSCO CONTRACTOR
PVC SDR -3-5"\
23 LF 6" PVC SDR-35
0 2.71% SS 0 2.0% MIN.
C
OV
8SCO-1
UUNNECT TO EX. 12" SS
60 W)
S80002 IE=308.0
NEW HOSE 97 LF 6" P
VC SDR-35' SQR- iF
BIB'LOCATION Ss 0 2.0%
SSCO03
@ 2.07o MIN. MIN.
INSTAL
-35 jl�_BT
16 LIF 6" PVC SDR EE:iLMJ),
IS" GFEASE 38 LF 8" DI
\\SS @ 2.0% MIN. NP BLQCKlt4G
A . ..... . ....... . . ....... ........
INTERCEffOR VALR-T VC 0 Wm
LOCATION 132 LF 8r D1 1W
UTILITY VAULT COMPANY 7 LF 6* PVC FD -----------
MODEL No. 712-GA SDR-35
41 EX. WATER METER
TO BE- USED AS IRRIGATION
[.-"I 41/"t cl�
'4
PER DETAIL SS 0 2.0% MIN. PIV
c; METER FOR BUILDING 'A.
rm
INSTALL APPROVED BACKFLOW
C14 INSTALL: IINSTALL:
PREVENTOR PRIOR TO CONNECTION
es "i 1-8wx6" T�E MJxFQ 1-8- 45' BEND_TM_J_x_F�T
TO IRRIGATION SERVICE LINE.
G LVAIVE (FLxMJ) 1-8- 22-1/27 BEND (FLxMJ)
2"E
INSTALL-
90
1-8 0*3
38 LF- 6" DI FXTENSION CONC. BLOCKING
NEW SSCO OVER EX. 6"
C)
1-5-1/4- MVO FH ASSEMBLY 2;50'
STUB
CONC. BLOCKING
04 4
40 STORZ CONNECTION
I.L_EX_6!__SIDE SEWER FIELD
..... ..... : I
Q -s ............
z d Irv%Aw Doino Tn mKtc7r0Hf%T1nKI
w
w
co
w
Lu
z
cc
0
0
CL
04
If"
11110111F
00 i
V
Z
CID
co
Z
to
0)
Lo
i
Q)
X.
co
(0
0
0
co
LL1
0
0
cm
cc
ui
ago
0
LL
C)
0
"
V_
z
5
z
:1 .4 .. c S�w TO VERIFY DEPTH.
A NEW BULDM W INSTALL.
001, 11-1/2" DOMESTIC METER
.85 LF V PV6 SDR-35
BY DISTRICT AND 2"
000
V)
000 COPPER LINE BY V)
SS 0 2.07a MIN. CIS!
0
CONTRACTOR.
LLI <
x
< ;E
SSMH RIM=317.62 Lzu
'00or IE 12" CNC N=308.02 LL
uj C14
z
..... ..... ....... IE 12" CNC S=308.07 C�4
Q C%4 00
00 04
sscom Kb
EX. FIRE HYDRANT C.0 00 a
. ...... . ... ..
e- LLJ W
C14
x
8 iii
m - 2 _ 1, 1 8
U) LO U Z
INSTAILL* -4 C'4
........ .. 1 11 i i 1 11 LO C'
4- F5 N LLJ
.
Lo U-)
C4
00 uj
'4 14
u V)
-,7 - - ----
IL
i� �p
SSMH RIM=317.58
N89*46'32"W 332.5'0' -----
IE 10" CNC N=312.53 3jV
lk IE 10" CNC S=312.60
g:
INSTALL'
uj
I ILL FL)
2 IF GATE VALVES (FLXMJ)
1-8'x6- REDUCER (FL)
1-6- GATE VALVE (FLXMJ) %A SA
29 LF 60 DI EXTENSION 141 W A S111 O� GO
1-5-1/4" MVO FH ASSEMBLY
CONC. BLOCKING
co
24661 E
z
AL -0 V) co
0
0
EXPIRES 6/11/047
CLOW MEDALLION, M & H 929
RELJANT. WATEROUS B-62-B OR MUELLER CENTURION.
5 1/4.!' MVO, BREAK -AWAY FLANGE.
4* STORZ ADAPTER, 2 COATS
FARWEST ENAMEL - CAT YELLOW.
4" MIN.
3'x3'x6* CONCRETE PAD 1' MAX.
10 MIL. PLASTIC BETWEEN
HYDRANT, BLOCKING AND
OVER WASHED ROCK
1/4 C.Y. 1-1/2-
WASHED ROCK zal
10 MIL PLASTIC
CONCRETE BLOCKING,
POUR IN PLACE.
MAINTAIN CLEARANCE
FOR DRAIN PORT.
cil
4w x 40 x 8" BRICK
UNDISTURBED EARTH, TYPICAL
3/4- DIA. SHACKLE RODS
W/ 2 COATS'TAR OR
ASPHALT PAINT, OR MEGALUGS.
OLYMPIC MEW WATER AND SEWER DISTRICT
A%%V4%ev4iel4ie 12/20/01
RCE
1
VALVE BOX, CAST [RON SLIDE EXTENSION
ALIGN VALVE BOX EARS ALONG VALVE AXIS
BLUE.DOUBLE-SIDED RAYOUTE MARKER
PLACE OFF CENTER OF ROAD TOWARDS HYD.
6* AWWA C509 RESILIENT SEAT GATE VALVE
NON RISING STEM, -0- RING SEALS, FL x MJ
6w FLANGED TEE
CONCRETE BLOCKING PER SCHEDULE
10 MIL PLASTIC BET. BLOCK & TEE
4" x 4* x 8* BRICK
60 D.I. PIPE, CLASS 52, CEMENT
LINED, S-0" MIN. LENGTH REQUIRED
20 METER SETTER WITH-
1 " BY
-PASS FORD MODEL
VFH 77-158x17 OR EQUAL
METER BY DISTRICT
FINISHED GRADE
FIRE HYDRANT ASSEMBLY DETAIL
0 0
'm "T L"z" '"L"__
RESIDENCE
CLEAN13UT WITH 45mi
CL
0
z
AND CAP
ED 100* BETWEEN
CLEANOUT (WYE WITH CAP
AND L13CKING LAMPHOLE Cf
TIGHT CAP
SIDE SEW
4' OR 6' SIDE SEW
GENERAL CLEANOUT DETAIL
- �SIDE �SEWE
FOG TITE NO. 2 METER B
METER BOX
W/ CONC. LID & INSPECTION
N C 7ON
� S��
.
PLATE OR 1700 PLASTIC BOX
W/ READING COVER. (STEEL LID
REQUIRED IN PAVEMENT)
2" DOUBLE STRAP SADDLE
AND 2w.CORP STOP AT MAI
4:..
2* TYPE "K" COPPER-/
L07ING LAMPHOLE COVER
z
6" RISERZ
61 WYE AND 45
AND 1/8 BEN D 6m CITY STUB
41 OR 61 SIDE SEWE
12, CLEAN OUT DETAIL AT PROPERTY LINE
ASPHALT SURFACE
YMPIC FOUNDRY CO)
LOCKING LAMPHOLE COVER (OL
MODEL 5931 OR EQUAL
61 RISER
12" PVC SLEEVE
PVC CAP NOTE.
SIDE SEWER JOINTS SHALL BE
TYPICAL CL NOUT UNDER ASPHALT GASKETED
OR CONCRETE
SEWER CLEANOUT. I DETAILS
NTS
FOU TO CHW
PRE -ASSEMBLED. STATE APPROVED
DOUBLE DETECTOR CHECK VALVE ASSEMBLY VALVE
a
FL4N=
_0ENSUS SRII W/TRPL
REMOM READ
LEW UD (MODEL -LW. LATCH- 'IYPE D)\
LADDER PER APWA STI) PLAN #41
VAULT SIZES
METER SIZE
AND TYPE
APPROXIMATE EQUIP
DIMENSIONS
INSIDE VAULT
(EXCLU DIMENSIONS
DES SIMESE CONNIXTION)
ALTERNATE
UTILITY VAULT NO.
A
8
c
0
LENGTH
VWDTH
H8GHT
e X 3/4"
0'-r
4!-3*
6'-S"
.4!-20
4!-V
6* X Ale
Y-9*
l-2*
0'-S*
W-6'
8'-r
ee
6'-2'
8" X 31e
4�-5'
l'-4!*
0'-B*
6'-4m
10'-Sm
W-01
W-r
1 10. x 1-
IV-O*
1*--B*
0'-Il*
W-6'
12'-0'
V-O'
W-2'
GENERAL NOTIES:
1. SPRJNKLER CONTRACTORS LIKE TO ADD OUTLET TIEE DOWN STREAM FOR FIRE DEPT. CONNECTION.
2. ACCESSES BY L.W. HATCH: TYPE *D* H-10 PEDESTRIAN LOW; HD-10 7RAMC LOAD)
COMMERICAL DOUBLE DETECTOR CHECK ASSEMBLY (PLM)
NTS
CENTER METER IN
BOX, VERTICALLY AND
HORIZONTALLY.
0== ffm=lh A
ff 's
WA I Ln N%( D T n E %% - D 7 ANOLD" DETAILO
OLYMPIC VIEW
METER TO BE INSTALLED
B. DISTRICT.
METER AND SETTER TO BE CENTERED
VERTICALLY & HORIZONTALLY IN BOX.
E
�F
C
D CONNECT TO SERVICE PIPE.
TING
FOR GALV. PIPE, THREAD EXIS
30' MAX. PIPE & CONNECT WITH A STRAIGHT
11
COUPLING I.E. MUELLER H-15451 OR
APPROVED EQUAL. FOR COPPER OR
PLASTIC TUBING, CONNECT NTH A
3 PART UNION, I.E. MUELLER H-15400
OR APPROVED EQUAL
SADDLE &I COPPER I SETTER
CORP. SERVICE
U FOR SIDE BY SIDE INSTALLATIONS.
l'-Om SEPARATION BETWEEN CORPS
AND OFFSET BY 5 DEGREES.
A. SERVICE $ADDLE, MUELLER IRON W1 SINGLE STRAP
AND 1" C.C. THREAD. STAINLESS STEEL STRAP REQUIRED
ON PLASTIC MAINS.
1
B. CORPORATION STOP, lw MUELLER NO. H-15000
OR APPROVED EQUAL
C. 1" COPPER TUBING, TYPE -K-
D. W COPPER SETTER W/ LOCKING STOP, HORIZONTAL
INLET & OUTLET, AND ANGLE CHECK VALVE
E. METER BOX, CONCRETE W1 TRAFFIC LID IN PAVED
AREAS (FOPTITE #11-1)). STANDARD LID IN LAWNS,
(FOGTITE #1) REUSE EXISTING BOXES UNLESS NEW
METER BOXES ARE INDICATED ON PLANS.
F. 1" COMP. x ;Y4* MIP MUELLER OR EQUAL
BOTH SIDES
S = METER SIZE
WATER METER & SERVICE
CONNECTION DETAIL
HED GRADE DOUBLE LEAF TRAFFIC BEARING UD
WITH DRAIN SLOTS
I ILW. LATCH -TYPE D
L N 1
SIMESE CONNECTION (AS REQ'D BY FIRE D
DRAIN PIPE
OR CEI)
LADDER- A.P.W.A. STI) (PLAN 41)-F
SHALL BE FLUSH WITH TOP OIENTRY
DOUBLE CHECK VALVES
MIN. U.L APPROVED O.S.Y.
cryp)
m m 1!1111
I-
2!
E GRINNEL PIPE SADDLES
2 #258 OR EQUAL
%01
COMMERICAL DOUBLE DETECTOR
CHECK ASSEMBLY (PROPILE)
NTS
OLYMPIC FDRY 10* FLR.
DRAIN 152 OR EQUAL
�WASHED DRAIN ROCK
-5/8* MINUS CSTC COMPACTIED
TO 9SX DENSITY
25" LOCKING LID
WITH THE WORD "SEWER" ON IT
4w OR 6n CONC RISERS
414
(MAX HGT- 20")
GROUT AND PROVIDE
SMOOTH FINISH INSIDE
4
ECCENTRIC PRECAST CONE
POLYPROPYLENE SAFETY STEP
12- O.C. (TYP)
4
PRECAST SECTIONS
4" MIN. THICKNESS
48" or 5e
N 0 T E:
1. LOCATE MH LID OUTSIDE
THE WHEEL PATH OF THE
TRAVEL LANE.
2. BASE REINFORCING SHALL
BE #4 REBAR AT 12- O.C.
BOTH WAYS.
CONSTRUCT CHANNEL
3. LARGER MH TO BE
SHELF
REVIEWED ON A CASE BY
BY CASE BASIS USING
APWA STANDARDS.
4..
4. JOINTS SHALL BE RUBBER
GASKETED ONLY. -
.
MH PER W.S.D.O.T. APWA
3.
STANDARD PLAN B-230. REBAR MIN 2- CLEARANC r
-
6
MINT
TYPE I MH (SANITARY)
NTS
.
GENERAL NOTES WATER:
10 MIL PLASTIC 1. MAXIMUM ALLOWABI F DEFLECTION EACH JOINT SHALL NOT EXCEED ONE-HALF THE
MANUFACTURER'S RECOMMENDED PERMISSIBLE DEFLECTION.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE OLYMPIC VIEW WATER AND
0 0 SEWER DISTRICT STANDARD SPECIFICATIONS. 0
0 c) 31 3. LOCATIONS OF EXISTING UTILITIES SHOWN IS APPROXIMATE. EXISTING UTILITIES SHALL BE
o 0 FILED LOCATED BY RESPECTIVE UTILITY COMPANIES PRIOR TO CONSTRUCTION. ce-
0
0
0 0
4. CONTRACTOR SHALL RELD VERIFY ALL CONNECTIONS TO EXISTING PIPES FOR PROPER >
M5��
FITTINGS AND DEPTH. w
cn ce w 0: 0:
0 L_ ? _-
TR c -
5. CONTRACTOR, SHALL NOTIFY ALL AFFECTED UTILITIES 24 HOURS PRIOR TO CONS UCTION. 3. CD 0 C.) C.) 0 u 0
PLAN I
9 cr_ Cf- a: cr_ ir X_ 0:
RESILIENT SEAT TAPPING 6. HORIZONTAL AND VERTICAL DATUM ARE TAKEN FROM THE PLAN PREPARED BY BARGHAUSEN 0 w w w III w uj III
cL
cL in. E a. a. a.
GATE VALVE (FLxMJ) TAPPING TEE CONS ULTING ENGINEERS, DATED 7/26/01. !M
ROMAC MODEL FTS 420 00000 0
w w UJI
W/ FUSION EPDXY COATED 7. ALL ADAPTERS ARE TO BE CAST [RON FITTINGS. NO ROMAC COUPLINGS ALLOWED. m u) in in cn in in in
25 � E E
x x Ir cr_
10 MIL PLASTIC
GENERAL NOTES - SEWER:
1. CONSTRUC11ON SHALL BE IN ACCORDANCE WITH OLYMPIC VIEW WATER AND SEWER
DISTRICT CONTRACT SPECIFICATIONS.
THRUST BLOCKING PER SCHEDULE.
10 MIL PLASTIC BETWEEN TEE
2. WHERE THE WATER MAIN INSTALLATION CROSSES OVER SANITARY SEWERS, THE MINIMUM m m mmmmmlm 1�
AND BLOCKING. VE �d �z -1-le -14 ic x Y_ y 0.
RTICAL SEPARATION SHALL BE 18 INCHES, OR CONSTRUCTION SHALL BE IN ACCORDANCE
WITH D.O.E. CRITERIA FOR SEWAGE WORKS DESIGN (SEE DETAILS).
Q Q !2 Q Q �7t !Q 9
3. VERTICAL AND HORIZONTAL DATUM ARE TAKEN FROM THE SITE AND GRADING PLANS FOR
BARTEL DRUG, DATED 7/26/01, PREPARED BY BARGHAUSEN CONSULTING ENGINEERS.
�I:
)
e x e x 8m B ICK UNDISTURBED SOIL, TYPICAL 4. ALL SIDE SEWER TEES SHALL BE FIELD LOCATED. m m m M -5 M -5 -90 81
" 04 04 04 Cq C.4 - -
ELEVATION 5. CONTRACTOR SHALL FIELD VERIFY CONNECTION TO EXISTING PIPE FOR PROPER AS -BUILT pl, 0 0000N c*4
C�
ELEVATION PRIOR TO CONSTRUCTION OF MANHOIF OVER LINE. C-4 Z�' '111� -2
01 v
0 0 04
WET -TAP- CONNECTION 6. 6-INCH SIDE SEWER OKAY UP TO 10 UNITS. 8 INCHES REQUIRED FOR MORE THAN 10
UNITS. SECURE SIDE SEWER PERMITS FROM DISTRICT PRIOR TO INSTALUNG SIDE SEWERS.
00 rl� CC U) It K) C%j c;
APPROVED BACkFLOW TYPE *A' BLOCKING
PREVENTION ASSEMBLY, FEBCO MODEL FOR 11Ve - 2216* 30* VERTICAL BENDS
825Y, 2" OR APPROVED EQUAL
HORIZONTAL BLOCKING -
HYDRANT NEW
ON EXJSTING HYDRANT 4 TURNBUCKLES VB
WATER MAIN -------------- 11 THREAD 60
2 1/2- SUPPLY HOSE
LENGTH AS REQUIRED
TEMPORARY CAP
OR PLUG
TEMPORARY NEW HYDRANT
TEST BLOCKING WATER MAIN
FLUSHING DISCHARGE
ALTF-RNATTVES
NEW HYDRANT MAY BE
USED FOR FLUSHING /
- DISCHARGE IF 7M IS -
VATHIN 10! OF THE END
OF PIPE
TEMPORARYCAP
OR PLUG
WATER MAIN FILLING DETAIL
NOTES:
NEW SECTIONS OF WATER MAIN THAT ARE INSTALLED MEN EXPANDING A DISTRIBUTION SYSTEM MUST BE
SEPARATED FROM THE EXISTING SYSTEM. UN71L SATISFACTORY FLUSHING, DISINFECTION AND BACTERIOLOGICAL
SAMPLING HAS BEEN COMPLETED, THE NEW WATER MAIN MUST BE CONSIDERED CONTAMINATED. IN ADDITION.
THE CHLORINE CONCENTRATION USED FOR DISINFECTION PROCEDURES (MINIMUM 25 mg/1) MAKES WATER
NON -POTABLE.
AN APPROVED BACKFLOW PREVENTION ASSEMBLY MUST BE USED ON THE SUPPLYING WATER LINE MEN FILLING
THE NEW WATER MAIN DURING DISINFECTION AND FLUSHING. THE BACKFLOW PREVENTION ASSEMBLY AND SUPPLY
PIP . ING MUST BE REMOVED DURING HYDROSTATIC PRESSURE TESTING OF THE NEW WATER MAIN.
AFTER SATISFACTORY BACTERIOLOGICAL SAMPLE RESULTS ARE OBTAINED FROM THE NEW WATER MAIN, SECTIONS
11 BEFORE INSTALLATION, THE
OF CONNECTING PIPE MUST BE INSTALLED BETWEEN IT AND THE EXIS NG SYSTEM.
INTERIORS OF ALL PIPE AND FITTINGS USED TO MAKE THE CONNEC11ON MUST BE SWABBED OR SPRAYED NTH A 17.
AVAILABLE CHLORINE SOLUTION.
(FOR FUTURE DEVELOPMENT)
-PLACE 2X4 AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO
INSURE 3 FEET EXTENDS ABOVE GRADE. PAINT TOP 18 INCHES WHITE.
IN 3 INCH HIGH LEITERS STENCIL THE NUMBER OF EVEN FEET FROM
GROUND ELEVATION TO THE SEWER STUB INVERT.
8 GAUGE WIRE TO BE DOUBLE WRAPPED AROUND PIPE AND 2X4
STAKE AT OR ABOVE FINISHED GRADE.
LOCKING LAMPHOLE COVER
TO BE PLACED AT FINISHED GRADE
(SEE STD SEWER CLEANOUT DETAIL)
z
0
6" WYE AND 45* BEND
'u-)
60 LATERAL SEWER LINE 6" TEE
SLOPE- 2% MIN. TO
50% MAX POSSIBLE
SEWER MAIN
LOCATION
RUBBER JOINT BISCUIT PLUG OR
OTHER APPROVED WATER71GHT PLUG
N 0 T E:
1. WHEN TAPPING INTO EXISTING MAIN
AN INSERTA-TEE SHALL BE USED. 22.5* OR'
PLACEMENT OFTEE SHALL DEPEND 45* BEND
ON DEPTH OF SEWER MAIN. AS A
MINIMUM, THE TEE SHALL BE PLACED
AT A 45 DEGREE ANGIE.
2. IF CONNECTING SIDE SEWER TO MST
CONCRETE LATERAL, A CONCRETE/PVC ADAPTER
SHALL BE USED AND SECURED PER MFGR'S INSTRUCTIONS.
TYPICAL SIDE SEWER
NTS
7:
TEMPORARY -
TEST BLOCKING
------ -
114111,6111 F IF V'
11 jl� V
1w. V �v
. . . . . . . . . . . . . ...... ..... ......
N 0 T E*
REFER TO CITY OF EDMONDS MODIFICATION TO THE
STANDARD SPECIFICATIONS FOR TYPE AND GRADATION.
POSSIBLE
SEWER MAIN
LOCATION
TABLE 1: MAX TRENCH PATCH PAY WIDTH
TRENCH DEPTH PAY WIDTH
ll-4- 40"
-10,
60"
10'-20' 72"
TYPICAL TRENCH SECTION
NTS
2w I.P.
4 TURNBUC
THREAD 60
PsIzpee
DIA.
BEARING
AREA OF BLOCK SQ.F7.
TEES &
go'
45-
22-1/2'
IN.
ENDS
ENDS
ENDS
ENDS
6-
4
4
2
1
w
7
6
4
2
iv
11
10
6
3
lr
1 16
1 14
1 9
1 5 1
......
......... ... . . .....
S; ........
..... ...... .........
...........
'CLA-S.S:-5 ..........
...... ...
I S
PAINT SHACKLE RODS WITH
2 COATS OF COAL TAR OR
ASPHALT PAINT
TYPE *Bw BLOCKING
FOR 45' VERTICAL BENDS
................ .
.4C.1 A -SS.
.................
-S
PAINT SHACKLE RODS WITH
2 COATS OF COAL TAR OR
ALL BLOCKING SHALL BE POURED AGAINST FIRM U14DISTURBED SOIL ASPHALT PAINT
BEARING AREA AT FIT71NGS NOT GIVEN IN BEARING TABLE
SHALL BE AS DIRECTED BY THE ENGINEER.
MEN POURING AGAINST PLUGS AND BLIND FLANGES SET STEEL
METER BOX LID AGAINST FITTING TO KEEP CONCRETE OFF BOLTS
-a 0
0 N 1, -E z
cn *c 0
LAYOUT TO BE APPROVED BY DISTRICT PRIOR TO CONCRETE POUR. 0 >
X
MEMEMEMEMMESEEM THRUST BLOCKING
<
F_;
W
w
0
z
3" MIN DEPTH CL 'B'
AC TRENCH PATCH
BACKFILL MATERIAL
(SEE NOTE BELOW)
w
0
0
2141 '80)
0')
CN
TYPE "A" BLOCKING 10,
FOR 11W - 22W - 30* VERTICAL BENDS
o- a
<
300 S D L
x
Ld
co
0 w 0 0 cn
:g Z w z En a
u D le 0 0
z I cn w cn 0 0 0 Ir
M uj 0 M
in
Lij u- In
1-: w Ld ce. I- V) C>
N L02 Vi -j M M L, Lj 0
(L < 6 :r C.) LLI Ld. n
0- 0 w
0 CD 0
Fn Ic 0 z
LLI I-- I= c3 0
Lu 2 F_
2::5 0) cl: z CL C.)
0 m w z 0 Z Lu Q>
IL 0 cn -
0
V)
CL
4 300 11 V4 8 2.0 1.5 Ld x co
22�t 11 2.2 2.0 Ld to
L<L-
30 5 m �i
17 2.6 LLJ C14
0
04 00
6 300 11 V4 11 2.2 2.0 C:)
22V2 25 2.9 iz ;> C)
m co 00 z C>
30 41 3.5 w uj cli
Csl < U.1
v v =
8 300 11 V4 16 2.5 2.0 LO U-) 5
22�t 47 3.6 LO 04 z
30 70 4.1 ;Y4 2.5 v- w CD
LO LO
c1sl
C-4 C-4
10-12 250 11 V4 32 3.2 2.0 00 LJ 5 E
%- -\,-' 0 V) F-
22% 88 4.5 7A 3.0
30 132 5.1
0
Ct
7
16 225 11% 70 4.1 A 3.0
22142 184 5.7 1% 4.0
30 275 6.5 1 Y4
S
7
18-20 200 11Y4 91 4.5 A 3.0
(D I
22A 225 6.1 1 Y4 4.0
Lu m
30 330 6.9 14t 4.5
11 Y4 128 5.0 1 C14
22�j 320 6.8 146 45
1�?
24 200 3.5
30 480 7.9 1 5:5 .5
kQ SA
-0
W A S/// co
0
TYPE "B" BLOCKING 41
FOR 45* VERTICAL BENDS 'A C.0
- -SEr-
4" 45 30 3.1 .2.0 Go
300
6 68 4.1 __0 .0 C)
�O
7- 24661 (0 0
8 123 5.0 E 0
12 250 232 .6.1 ;Y4 2.5 z
16 225 478 7.8 1 Vb 4.0 AL .0 0 En
0
20 200 560 8.2 1 A T�
CL
24 820 9.4 1 4.5 =EXPi�ff§ 6/11/04
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GRADING AND DRAINAGE PLAN NOTES I
CITY OF EDMONDS
'
1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH STANDARDS AND
SPECIFICATIONS OF THE CITY OF EDMONDS AND THE APWA STANDARDS AND SPECIFICATIONS
(2002).
2. THE CONTRACTOR SHALL KEEP TWO SETS OF APPROVED PLANS ON SITE AT ALL TIMES FOR
r RECORDING AS -BUILT INFORMATION; ONE SET SHALL BE SUBMITTED TO BARGHAUSEN
CONSULTING ENGINEERS, INC., AT COMPLETION OF CONSTRUCTION.
11 3. PRIOR TO MY SITE WORK PERTAINING TO DRAINAGE, THE CONTRACTOR SHALL CONTACT THE
LI EDULING. .
�
1,
'
4. GRADING OUTSIDE OF THE CITY RIGHT-OF-WjkY MUST COMPLY WITH CHAPTER 70 OF THE
UNIFORM BUILDING CODE. .
.
5. ALL PIPE SHALL BE INSTALLED WITH BEDDING IN ACCORDANCE WITH CITY OF EDMONDS
� STANDARDS. .
6. BACKFILL TRENCH OF PIPES IN LIFTS OF 6 INCHES TO 8 INCHES AND COMPACT TO 95 PERCENT
MAXIMUM DENSITY (ASTM D-1557) UNDER ROADWAYS AND 90 PERCENT MAXIMUM DENSITY
(ASTM D-1557) OFF ROADWAYS.
7. ALL BUILDING DOWNSPOUTS SHALL BE CONNECTED TO THE STORM
DRAINAGE SYSTEM. ALL FOOTING DRAIN SHALL BE CONNECTED.
.
B. - AH STORM PIPE AND FITTINGS DESIGNATED AS PVC SHALL BE POLYVINYL CHLORIDE (SDR-35)
ET RMING TO ASTM D-3034-73.
9. INSTALL TEMPORARY CATCH BASIN SEDIMENT TRAPS ON ALL EXISTING OR NEW CATCH .
WINS ON SITE DURING CONSTRUCTION.
�
10. ALL SPOT ELEVATIONS SHOWN ON THE PLAN ARE TO TOP OF PAVEMENT UNLESS OTHERWISE
NOTED. .
11. IF ANY UNKNOWN SUBSURFACE STRUCTURES ARE ENCOUNTERED DURING CONSTRUCTION,
THEY SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE OWNER'S ENGINEER PRIOR
TO PROCEEDING.
1
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES
TO REMAIN IN USE WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON
THE PLANS.
13. PROTEC11VE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT
PROPERTIES, PUBLIC AND PRIVATE, AT ALL TIMES DURING CONSTRUCTION.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPORTING AND/OR EXPORTING ALL MATERIAL
AS REQUIRED TO PROPERLY GRADE THE SITE TO THE FINISHED ELEVATIONS SHOWN HEREON
IN ACCORDANCE WITH THE APPROVED PLANS, SPECIFICATIONS AND THE SOILS ENGINEER'S
RECOMMENDATIONS.
15. THE STORM DRAINAGE SYSTEM SHALL BE'CONSTRUCTED ACCORDING TO THE APPROVED
I PLANS WHICH ARE ON FILE IN THE ENGINEERING DIVISION DEPARTMENT. MY DEVIATION FROM
THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY ENGINEER.
16. ALL nENGINEERED FILLS" SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DENSITY
(ASTM D-1557). ALL IMPORTED FILL MATERIAL SHALL BE BANK RUN GRAVEL, CLASS -B.- THE
EMBANKMENTS SHALL BE CONSTRUCTED IN SUCCESSIVE HORIZONTAL LAYERS NOT EXCEEDING
8 INCHES IN LOOSE THICKNESS WHICH INCLUDES FILL IN CULVERT AREAS.
17. THE FACES OF CUT AND FIH SLOPES SHALL BE PREPARED AND MAINTAINED TO CONTROL
AGAINST EROSION. THIS CONTROL MAY CONSIST OF EFFECTIVE PLANTING. 'THE PROTECTION
FOR THE SLOPES SHALL BE INSTALLED AS SOON AS PRACTICABIF. WHERE CUT SLOPES ARE
01 NOT SUBJECT TO EROSION DUE TO THE EROSION -RESISTANT CHARACTER OF THE MATERIALS,
SUCH PROTECTION MAY BE OMITTED.
I 18. CONSTRUCT DRAINAGE SWALES TO DRAIN BACK, SIDES AND FRONTS OF ALL BUILDINGS AS
INIMUM SLOPE.
19. CONSTRUCTION OF DEWATERING (GROUNDWATER) SYSTEM SHALL BE IN ACCORDANCE WITH
THE APWA STANDARD SPECIFICATION, SECTION 61-3.02. .
20. CONTRACTOR SHALL ASSURE THAT ALL EXISTING STORM DRAINAGE STRUCTURES RECEIVING
IT HAVE NOT BEEN IMPACTED BY CONSTRUCTION ACTIVITY.
� I
i VARIES
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.
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RADIUS VAJ>ICS '11� .
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TYPE 2 CURB RAMP
ii
5' LONG RAMP VIN.
W,
, N. I
il-
W
.
re
SIDEWALK,
�, " 1
u
2.1,
1
1 A
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-, . 5�,�-_,-��, ,,-_1-i'.'% 11
,q -
,;, �
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�L�ACE Afil
I
I' WIDE TACTILE
" BEHIND START aF RAMP
I ... .. .. a Est 159V
CC-NCPETE
_ COr4r-RETE CURB AND GUTTER
OR t6l VERTICAL CORE eTO MATCH
EXISTJtZ CURBING) SHALL EXTEND
i a END OF RADIUS,
EXTRUDED CURB SHALL START'
AT END OF RADIUS
TRANSITION SLOPE SHALL
BE 1:10 (TYP>
, TYPE I CUP13 RAMP
Z51 LONG RAMP HIN,
<SEE DETAIL E-a14)
.... pe pr ....___j__
�N
/ / -
/ PLACE FULL DEPTH EXPANSION JaINT
; BETWEEN C/G AND HIGH TRAFFIC LOA,D GUTTER
,
IF VING AND C/G ARE NOT POURED A,.3 ONE GNiT
: CURB/GUTTER AND �wTNG- FOR HIGH.TRAFFIC
/� LOAD GUTTER MAY BE POURED AS . ONE UNIT.
N ,JOINTS SHALL BE PLACED
Ir WIDTH OF OPENING EXCEEDS 15'.
_.. . I . . :. . , * . . I .- . I . . . " _ r-111% .. .. I .
i
.
;� -"- �- -- - ,.,� .., - 'N'' Lj.s1-..'--,-,:,-
- - � - ...,
ITY -E Q I ,,, ,
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RF-VISIONS i
. 4 STANDARD DETAIL
1wflovVEP Am . IMTE I - � . � _.
HIGHTRAFRC LOAD DR114EWAY ACCEW
(M CMCHEM ORWAY APFROAM -
'U'a ___ fkALE NTS __ � 1� W.
7/24/01 f2_2711
F-"--,-q W? i �-
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............ ......... ......... ......... ......... ......... ... ...... * ........ ......... ......... .......... ......... ......... .................. ......... .........
..... ........ ......... ...
........ ..... ................... ......... .......
......... ........ .................... .... ... ......... ........ ......... ...........
........ .... ... ........
......... .........
....... . . . ........
... ....... .......... .. ..... ... ..... .... .... ......... ......... ......... ......... .........
.......... ........... ... ............. ................... ........ ................... .... .... ......... ......... .......... ......... .......
. ................. -5jY .. .... .................. .......................................... .... . . ...... .... ... ....................... ................ ... . ......... ...........
............
Or.2 �%� ... :
........................ .. ...... ............ .. .................... ......... ........ ......... .......... ........
......... ........ ...... .. ........
-7/8.1 LP I pvc. 0: 6.,96g.
................. . ...............
13.9.
LP 12n
......... ........ ......... ....... ....... ......... ......... Pvc .0. 0.01 ....... ... ...... ......... ......... .........
61.3 -LF:
DIETENTIK)NMAULT .. ......
............ ......... T27'PVC - 0 - 0. T6X- -
........ V4 ....... ....... ...... ......... ... ..... ........ .. ...... ......... ......... .........
T o�bk tymi - - - - ....... L J� 33 LF: f5"
&NEW
... ......... ..........
.......... ......... ........ NEW - 6 ...... : ....... ...... ... ... ......... ...... Pvc ........ ..........
: ......... : . : ..... ' ........... . .... ... .............
RIM='317.2a ........ tHtEt' 66.
NEW 1"1/2 C11318, '.r.'YM. t ...... NEW: ........... ............... '7 -PER . DEMIL . .. ...... ......... .......... .........
NEW 1
......... ......
E=314-.44 - ...... ......... ......... WATER ... --- NEW -6? -SS ....... ......... .... ..........
: cm.:
....... ... ... .... ......... .. ...... ......... ......... .........
WATER. . :
......... ......... ... TypE- I - -WATER - - WATER. TYPE- 0-14NS!
CBfZ
........... ........................ ........................ ........................ : --- : ............ . ....... I .......... ........................ ........ ........................... .......... ......... ..................... .... ... ........................
31D ............. ......... .............. ......... :-IE=314;90--(10--S) .................. 3 .... : ........... ............ ........................ ................... ... .... ........
.......... ......... ...... ...... RIM=317-.22 ..... ........ ..... ... ....... .... .........
.................
tE=314.61 (f 2�7 * N) .....
......... ...... ... ...... 1.2'�.E . -CPEP -0
-LF - 1-5!'
E�=314.42 (8 RIM ........ ......... ......... .. .... .........
... ..... [E=312.96 1-2: - N .... W-SCLIDLID ...........
I[E;F-315.36. (C W)' ' l� , *
......... ......... -.27 (12PIN)- ......... ....... ...... is: ........... .... .... .......... .......
..... E=314 IE=31-4;1 2 - (10 S) - [E=313.83 ..... RIM=�317.21 ...... . .......
............. ..... ................... :.....
... . ................. ....... ..... ......... ......... ........
W) ......... ......... ....... IE=311.49 -(12'*- N)- .. .... .....
..0 .... ... .........
....... .... .... ................ ... ........ ......... ...... ........
........ .........
.0 21. 9). .
.............................
................... ......... ........ .......... ... ..... C E ..... .........
IE=i3.12.511 -(12-'
........... ........................ ........................ ........................ ......... ............ ...................... .................... ............................................ ................................ ....... ................. ...
........................ ........................ ........................ ........................ : * lliil�L- ffC2400..* .................... ... ..............
305 ............. .... ... ... ....... .......
.......... ......... .........
...... IE-3-12.71 :(12"- 7
W) RIM
................... ffz�30.8.59- (15" IN)
..........
............... ......... .................... ......... ......... ......... ......... ....... IE=308.3.9: (15" 00t) ........
.......... ......... ...........
.......... ......... ... .........
.............
......... ......... .... EX. 'SDMH .......
................... .........
........ ... ......... ......... ................... ................... ......... ................... ......... ......... ......... ........ RIM:;:31-6.79.
300* ........................ ........................ ....................... ........................ ........................ ......................... ........................ ........................ .. ..................... ........................ ........................ ........................ ........................ ........................ ........................ ........................ .................... ........................ ........................ .. ........
......... ......... ......... ......... ........ ......... ........ ......... ........ ............. ... .................. ......... ......... .......... ................ 42n--d-NC'-$E 6'19* ........................
r F-N�W -.6'
.3.1 LF' 5.- CPEP
....... ......... ......... ......... ......... .......... ........ ......... ......... ......... IE=42-"- CNC- W=306-.07-
................... ..........
......... ........ ....... ......... ......... ......... .........
.......... ......... ......... .... NEV. .16 C.P.E.P. I.E=30&07 ........
.......... ........ ......... ......... .........
.... ...... ............... ......... ......... ......... ......... .........
............. ... ....... ......... ......... ............... ......... ......... .......... ......... ......... ...... ......... .........
.................... ......... .........
................... ......... ......... ......
............................. ......... ......... ......... ................... ......... .........
205 ............................................................................ I ............... I ........................................................................................................... ............... ........................ ........................ : .................................. I ........................ I .............................................................................................................................................................................................. .........................
STORM PROFILE
SCALE: 1"=,30' HORZ. 1"=5' VERT.
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CALL BEFORE YOU DIG:
1-800-424-5W5
Lr.UMNL):
V
EXISTING CONTOURS
A- CB RIM=311.02
EXISTING CURB, AND GUTTER
IE 78' CNC W=293.47
D. N.
IE 42" CNC NE=294.22
N IE 42" CNC E=293.52 EXISTING CONCRETE
EXISTING WATER ------- W -------
%
%
-Gas
EXISTING GAS
SSMH RIM=312.88
% IE 24" CNC E=303-28 25 FOUND CONC. MON. W/ EXISTING SANITARY SEWER
IE 24" CNC W=303.05
V\Fs
BRASSY IN CASE
q," X EXISTING STORM DRAIN
(7/01)
EX. FH \ ',15,
X�A
EXISTING SPOT ELEVATION
x
.,��IOWER POLE
P_
EXISTING POWER LINE
x
�,I/LUM & UG
EXISTING POWER SYMBOL
CB RIM=314.1 0 AID t
EXISTING TREES
IE 12" CMP NE=309.92
POWER POLE % IE 42" CNC E=295.48
Q u
W/LUM & TF IE 42" CNC W=295.45 CLEARING LIMITS
-b
B D
illy
TRUCK ROUTE SIGK USED hL
B CI3 RIM=313.47 TEMPORARY CONSTRUCTION A$
loct000( 070
X M IE 12" CMP SW=310.04 ENTRANCE
STEEL POLE Auj- CULI _0_1! a- 0-
n�
W/EMERGENCY LIGHT IZ> I
. I ,, , '! R MIETEf�N 'Llf-) t� -DITCH
TEMPORARY V
SIGNALS
WITH ROCK CHECK DAMS.
TO BM0'j
CAP
SI N
2'X 10' 1W
"AVOIDING SIG L AMCAP C
It UTILITY
PROHIBI D z DI CIT CB RIM=314.75
EASEMENT SSMH RIM=316.18
% -
lj� 42" CNC E=296.85 tx.
f3l _, N IE 24" CNC E=309.68
IE 4-2�' CNC W=296.82 IE 24" CNC W=309,63
SD ,RIM19-346.79
&�2
2 loo
WM 40T9
OSSW+
CLEAMO UWS rCR
�NP
A-
0 PROPERTY LINE IE
EXIST. WATER M
.,o SSMH RIM=i317.33
p�p�,J'RAFFIC SIGNAL
FOR B IE .93
x CD
GRAVEL CONE
INTALL, STRUCTURE OVER
SILT FENCE EX. PVC PIPE.
PERIMETER V
SHOWN PER DETAIL EX BLMJDM
SHEET C7. TO BE DEMOLISHED
6,e64
-7
x
V,6.55
IF
x x
EDGE OF
PAVEMEW'
x
0
\'M
)XV,
zS\
x
CLEAFUNG V"R
SEE GRADING PLAN
FOR WALL LOCATION. \Q
1, V
N89*46*32"W 136.58'
V
SPECIAL NOTES:
1. FLAG ALL CLEARING LIMITS. EXISTING UTILITIES AND STRUCTURE. S\�, 'o
ALL FLAGS SHALL BE VISIBLE TO CONSTRUCTION WORKERS DURING
TH ROCK
MS PER,
t, I ON ., 4� -BOX
+ IE .2" CNC W=306.86
L
REMAIN K
MIN
ro ro
SS11 0
x VK
Ilk
4
GLE WHITE RIPE RM=316.67
IE 42 CMP W=299.02
C
A"
x X
B RIM=316.67
fo
�ALL; CN
S
CB RIM-;r-Sf8Z---__ WHITE qT IE 42" CMP E=299.07
=_ - -- I �IPE
h TEMPORARY POND -A - ---
TOP EL=316.6 P4/s .CNC SE=30821
-- --------
IE 4
EX.
POND BOTTOM=3166
br +
IE 12" C%, S=,- 6
MIN. SURFACE AREA=620 S STWAY1 HOPPING
ro? xj WE 0')
11 1
c� _`44,4,6 CENTER �JGN I
if - -,, 4, ; I ALE HITE STR.IPE,�x
4�
_1_1\�_ Sm. a
Qo AP
'5F Vi ek, x
y i glf
X. YARD V
4
RAIN ---------------
4x
10' zEiGHT J-BOX
NIV -10
POWER POLE
A CROSSWAIA
SIGNAL POLE A
EX BLMM
<
TO PE DEMO HED
SIGNAL CABINET
X�l 'clW,
cb. I
TRAFFIC SIGNAL
D Z5 IP ; I
ITCH �F
i-BOX
�K v, I I
x j- 0
All
TAIL 11p _�. s / SDMH RIM=318.18
x I
Z
IE 42" CNC S=309.03
A
LUNG 9w
15' x EX BL IE 42" CNC NW=308.93
TO REMAIN
.MENT co 0
7/
it '�\POWER
uj x
A 8 x�" POLE W/TF
0? 11 it
CB RIM=316.98
4
1L It
cr C.4 1
6 y PVC N=315.76
ELBOWS DOWN)
9 �i (8
T
EX. SSCO
21 41
X* f
PARKING AND
ACCESS TO EX. BUILDI
4
--.. %:, -m orkjAm mown
CONSTUCTION.
69
\� X EXISTIN
DRIVE
x
EXIST. WATER METER
2P 0 BE SAVED AND
R SED AS IRRIGATION
M FOR BLDG. 'IN*
x
6 MUM-31 .............
17P Pr)IMT
k I I
3WA;--. A:) - W/LUM & TF
CONSTRUCTION OPERATION. REPAIR AND REFLAG AS NECESSARY.
NSTALU
2. CONSTRUCTION ENTRANCE AND VEHICLE CLEANING FACILITY. THE C)
c�
ci 4 EX. WATER SERVICE
ENTRANCE TO THE CONSTRUCTION SITE SHALL BE MAINTAINED IN A TEMPORARY ROCK CONSTRUCTION
TO BE REMOVED
OvAd 1'! 1 11, 1
� t:- I % N
MANNER WHICH WIH PREVENT TRACKING OR FLOW OF MUD ONTO THE EX BULDM ENTRANCE AFTER REMOVAL OF
DOLE
PUBLIC RIGHT OF WAY. MAINTENANCE WORK WILL REQUIRE ROUTINE
POWER
TO BE DEMOLISHED EX. PAVEMENT(l 00'x2O')
14 WITH UG
R.
REMOVAL OF SEDIMENT IN THE TIRE CLEANING AND INSTALLATION OF PER DETAIL SHEET C7. UWALL:
4 4"E
TOP DRESSING OF THE CONSTRUCTION ENTRANCE WITH 2 INCH STONE, AS CD SILT FENCE ALONG
6,P� 181 101z, ,��EX. BUS SIGN
PERIMETER WHERE
--- cbx-
CONDITIONS DEMAND. ALL MATERIAL SPILLED, DROPPED, WASHED OR f�ll No,
TRUCKED FROM VEHICLES ONTO ROAD WAYS OR INTO STORM SYSTEM SHPWN PER DETAIL
1.�N
oz 0 0
MUST BE REMOVED IMMEDIATELY. �\Vlvq, HEET C7.
C8, �N Gas x2 .......... ............
0 0 � 1:�, 003
0_�p
0 0 os, v
z '71 �000( )o 0 0 0 C8 RIM=317.04
% 1, " 1 M J! 0
3. IN AREAS SUBJECT TO SURFACE AND AIR'MOVEMENT OF DUST WHERE ot- Q2
ON -SITE AND OFFSITE DAMAGE IS LIKELY TO OCCUR, USE WATER ON SITE % -.z IE 12" CNC W=314.1 0
0-6-0
PY2
TO CONTROL DUST EMISSIONS. MAINTENANCE SHALL BE ACCOMPLISHED BY EXISTING EDGE
X
FIR
-PAVEMENT o1c \1-
RE-SPRAYING THE AREA AS NECESSARY TO KEEP DUST TO A MINIMUM.
7
CLEANNG LIM
SSMH RIM=317.62
4. INSPECT ALL PUBLIC CONSTRUCTION ACCESS ROUTES SEVERAL 11MES
X-11 , 0- 3
SEE GRADI it
'110' P L A N IE 12" CNC N=308.02
DAILY. THE ROADWAY SHALL BE SWEPT REGULARLY DURING THE DAY TO
,fflM,, N , , ,, " - x - j"\\\ FOR WALL5 OCATION. IE 12" CNC S=308.07
REMOVE SEDIMENTAnON (MUD). CLEAN ROADWAYS THOROUGHLY AT THE
BULDNO
END OF EACH DAY. 4
tA
BE DEMOLISHED
5. CHECK INLET POINTS REGULARLY. PROVIDE INLEr PROTECTION FOR ALL il\WbW
4
V
EXISTING INLET IN VICINITY OF PROJECT. INLET MUST BE FREE OF \00, A\ MID EX. FIRE HYDRANT
'�4
UNDERCUTTING, AND NO WATER SHOULD BE GOING AROUND THE POINT OF N
I\N w
15
ENTRY. CHECK OUTLET POINTS REGULARLY, ESPECIALLY AFTER HEAVY -1 , I _t5 -,a
x - �,,, 4
-, " -, X' I \ � � " '�\,v �4 v 1 VY WATr
STORMS. ANY MISSING ROCK SHALL BE REPLACED AS NECESSARY TO v, 6 6 METER
AOVED AND
MAINTAIN SLOPE PROTECTION. 1.4-
1K
CAPPED IN ACCORDANCE
TO WATER DISTRICT SM.
6. PROVIDE TEMPORARY SOIL STABILIZATION BY PLANTING GRASSES AND
C'
�5
17.58
"b9 SSMH RIM=3
LEGUMES TO AREAS WHICH WILL REMAIN BARE FOR MORE THAN 7 DAYS
WHERE OTHER COVER PRACTICE IS NOT NECESSARY OR APPROPRIATE. H'i
Fi
SEEKING SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY WATER
AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER. ""W46-32-W 332.5'0' IE 10" CNC S=312.60
WATER POWER POLE
P \c
APPLICATION RATE SHOULD BE CONTROLLED TO PREVENT RUNOFF. W/Lum & UG
AREAS POWER POLE
III 4b*
WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATELY TO PREVENT I x I
EROSION SHALL BE RESEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED.
W/TF, LUM & LIG
DURING THE WINTER MONTHS, SOIL STABIUZATION SHALL BE WITHIN 2 DAYS. a ....... umffs !:I
NSTALL:-
0 PROPERTY/" INE FE
7. PROVIDE IMMEDIATE PROTECTION TO EXPOSED SOILS THROUGH THE lir
o SILT FENCE ALONG
APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS IN AREA :1...
PERIMETER WHERE
WHICH HAS BEEN SEEDED EITHER FOR TEMPORARY OR PERMANENT COVER, 1 q�v SHOWN PER DETAIL
MULCHING SHOULD IMMEDIATELY FOLLOW SEEDING. 'p-
SHEET'C7.
8. INSTALL PLASTIC COVERING OF SLOPES TO PROVIDE IMMEDIATE
TEMPORARY PROTECTION TO AREAS THAT �� CANNOT BE COVERED BY
MULCHING. IN PARTICULAR, DURING THE SPECIFIED SEEDING PERIODS OR
AS OTHERWISE REQUIRED BY LOCAL GOVERNMENT.
EROSION CONTROL NOTES:
(D
REMOVE EXISTING CATCH.BASIN.
(D
REMOVE EXISTING STORM PIPE.
U
0
PLUG OPENING IN EXISTING CATCH BASIN.
z
.2
z
LIJ
cc 0: Ir cr_ w Ix
Is:
rt
Z
w
REMOVE EXISTING LOT LIGHT.
0
=2
�: L L= i--
z
Q
REMOVE EXISTING SIGN.
0
cr
U0000 u
at w ir w Ir
(D
REMOVE EXISTING TREES.
0
w
a.
wwwww ffi
EL m EL a. cL EL
.0
1mllllllll`
cD
CL
EXISTING ASPHALT TO BE REMOVED.-
ti
=:;
m
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V)
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Llj Ld LLJ LLI L&j
rj) U) cn V) V) cn
0
z
0
>
EXISTING ASPHALT TO REMAIN.
25
cr
2;j 25 25 25 z 25
m re. w- w w w
a:
w
w
REMOVE EXISTING CURBING.
0
REMOVE EXISTING BRICK WALL
<
m
PROTECT EXISTING GAS METER.
z
W
SAWCUT EXISTING PAVEMENT.
m
�4
m
!4
m m m m m m
�d
L:
0
a
w
REMOVE EXISTING POWER METERS. COORDINATE
WITH POWER COMPANY.
No
w
REMOVE EXISTING GAS METER, COORDINATE WITH
m
m co -5 M
GAS COMPANY.
@
REMOVE EXISTING CONCRETE.
10)
0
C14
1Z
C14 C14 C.4 Cq N N
<- o
EXISTING CONCRETE WALK TO REMAIN.
'S�
S
"4.
,z c,
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, 00",
(D
REMOVE EXISTING FENCE.
00
t,
Co In -lt n C-4
Lu
z
CONSTRUCTION SEOUENCE: 0
1. HOLD THE PRE -CONSTRUCTION MEETING WITH THE CITY OF EDMONDS INSPECTOR I --
CALL 425-771-0220 EXT. 1326. 0. co
2. FLAG OR FENCE CLEARING LIMITS 0 Z co
0 V co
3. POST A SIGN WITH THE NAME AND PHONE NUMBER OF THE ESC SUPERVISOR. z to
4. INSTALL CATCH BASIN PROTECTION, ON ALL EX. CATCH BASIN WHICH MAY GET AFFECTED, Lo
BY EARTHWORK OPERATION. X 00
0
5. INSTALL SEDIMENT POND.
6. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
Lu LU
7. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.).
8. GRADE AND STABILIZE CONSTRUCTION ROADS.
9. MAINTAIN ACCESS AND PARKING FOR BUILDINGS TO REMAIN IN USE DURING
CONSTRUCTION. cc
10. COORDINATE WITH ARCHITECT AND OWNER TO SCHEDULE DEMOLISHING OF Lu
EXISTING STRUCTURES AND UTILITIES IN PHASES TO PROVIDE ACCESS AND
MAINTAIN UTILITY SERVICES TO EXIST BUILDINGS.170 REMAIN. <
11. ALL REMOVAL OF EXISTING UTILJIIES TO BE COORDINATED WITH AGENCIES
HAVING JURISDICTION AND BE CAPPED AT MAIN, PROPERTY LINE, AND a
DOWNSTREAM MANHOLE AND CATCH BASIN.
00
LL.
12. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE
DRAINS, ErC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT
DEVELOPMENT.
13. MAINTAIN ACCESS AND PARKING FOR BUILDINGS TO REMAIN IN USE DURING
CONSTRUCTION.
all z
cn 0
14. RELOCATE SURFACE WATER CONTROLS OR EROSION CONTROL MEASURES, OR 3:
INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE, THE EROSION
AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE REGULATING
MANUAL -1 1
15. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS
DURING THE DRY SEASON OR IWO DAYS DURING THE WET SEASON WITH STRAW,
WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT.
CD E I
6. ZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. <
17. SEED OR SOD ANY AREAS.TO REMAIN UNWORKED FOR MORE THAN 30 DAYS.
18. UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND
REMOVE BMPS IF APPROPRIATE.
LMM CONFUCT N
CAUMN:
THE CONTRACTOR SHALL BE RESPONSIBI F FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE
UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING
ALL OF THE EXISTING' UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY
VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UlIU71ES AS SHOWN ON THESE
PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION.
IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN
CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH.
CONSTRUCTION.
CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND
REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION
ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A
REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS
MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL
RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190.
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES
PUBLIC LAND SURVEY OFFICE
1111 WASHINGTON STREET S.E.
P.O. BOX 47060
OLYMPIA, WASHINGTON 98504-7060
UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR
DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND
AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE
APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE
RESPONSIBILITY OF THE CONTRACTOR.
CD 0
0
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x
z
< z
z Lj_
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to 04 C-4
0 04 00
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EROSION CONTROL PLAN NOTES:
CITY OF EDMONDS
1. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE
CONSTRUCV.D AND IN OPERATION PRIOR TO CONSTRUCTION TO INSURE THAT
SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM.
ALI EROSION AND SEDIMENTATION FACILITIES SHALL BE MAINTAINED IN A
SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR
CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON —SITE EROSION HAS
PASSED. THE IMPLEMENTATION CONTROL SYSTEMS SHAH BE THE
RESPONSIBILITY OF THE PERMITTEE.
2. THE EROSION AND SEDI MENTATION CONTROL SYSTEMS DEPICTED ON THESE
PLANS ARE INTENDED M BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED
SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR
SEASONAL CONDITIONS DICTATE, FACILITIES WILL BE NECESSARY TO INSURE
COMPLETE SILTATION CONTROL IN THE PROPOSED SITE. DURING THE COURSE
OF CONSTRUCTION, IT SHALL BE THE OBUGA11ON AND RESPONSIBILITY OF
THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED
BY. HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE
MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT
PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
3. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTAnON CONTROL ONLY.
IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN. SIZE,
NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS OR RETENTION FACILITIES.
4. ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL RE STABILIZED
BY SUITABLE APPLICATION OF BPMS, INCLUDING, BUT NOT LIMITED TO, SOD,
HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. A"
BMPs SHALL BE SELECTED, DESIGNED, AND MAINTAINED IN ACCORDANCE WITH
THE MANUAL. THE EXPOSED SOILS SHALL BE STABILIZED ACCORDING TO AN
APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE
THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN
SEVEN DAYS FORM MAY IST THROUGH SEPTEMBER 30TH).
SWALE —7 ROCK CHECK
FLOWLINE DAM
SWALE SLOPE
CHECK DAN SPACING
0% —
5%
150'
5% —
10%
100'
> 10%
3$
__50'
_3'
LO
0.5' MIN.
KEY ROCK INTO
SWALE 0.25- (MIN.)
SWALE X-SECTION AT ROCK CHECK DAM
5' SUMP BEHIND ROCK CHECK DAM
SHALL BE INSPECTED DAILY, AND
1.0' MIN. CLEANED WHEN COLLECTED DEBRIS
EXCEEDS 1/2 OF ITS DEPTH
FLOW 0 0 0
-KEY ROCK INTO -cl
SWALE MIN. 0.25' NOTE: ROCK SHALL BE 4" MINUS
QUARRY ROCK.
c;
ROCK DAM X-SE0770N
ROCK CHECK DAM DETAILS
NOT TO SCALE
CATCH BASIN
WITH GRATE
FILTER
FABRIC
NOTES:
1. CONTRACTORS RESPONSIBILITY
FOR MAINTAINING & CLEANING
THE APPROACH ON A REGULAR
BASIS.
2. IF DIRECTED ADDITIONAL
QUARRY SPALLS MUST
BE ADDED.
3. THE CONSTRUCTION APPROACH
MUST BE LOCATED AT THE
PERMANENT APPROACH LOCATION.
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FILTER FABRIC MATERIAL IN CONTINUOUS
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BURY BOTTOM OF FILTER —
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STANDARD DEPT OF ECOLOGY
FILTER FABRIC FENCE DETAIL
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Y ENGINEERING
Date.
4'X4t
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CONC. PAD
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TOTAL 40 PERF.
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GRAVEL CONE
NOTE: 0
1) DO NOT PLACE FABRIC UNDER GRAT ISOMETRIC
PLAN VIEW
2) APPLIES W1 SUBGRADE WORK.
ONCE CRUSHED ROCK PLACEMENT
PROCEDES FOR FINAL PAVING, W P
GRATE W/ FABRIC MAKING WATE
TIGHT UNTIL FINAL ADJUSTMENT IS
COMPLETE 3' APART (MAX.)
2"x2"x4"(MIN.) WOODEN
STAKES, DRIVEN INTO
GROUND 18" (MIN.) IN
DEPTH.
3/4" OR LESS WASHED
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FILTER FABRIC 71
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4p-012 X 4$—
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TEMPORARY SEDIMENT POND
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0.5' MIN.
KEY ROCK INTO
SWALE 0.25- (MIN.)
SWALE X-SECTION AT ROCK CHECK DAM
5' SUMP BEHIND ROCK CHECK DAM
SHALL BE INSPECTED DAILY, AND
1.0' MIN. CLEANED WHEN COLLECTED DEBRIS
EXCEEDS 1/2 OF ITS DEPTH
FLOW 0 0 0
-KEY ROCK INTO -cl
SWALE MIN. 0.25' NOTE: ROCK SHALL BE 4" MINUS
QUARRY ROCK.
c;
ROCK DAM X-SE0770N
ROCK CHECK DAM DETAILS
NOT TO SCALE
CATCH BASIN
WITH GRATE
FILTER
FABRIC
NOTES:
1. CONTRACTORS RESPONSIBILITY
FOR MAINTAINING & CLEANING
THE APPROACH ON A REGULAR
BASIS.
2. IF DIRECTED ADDITIONAL
QUARRY SPALLS MUST
BE ADDED.
3. THE CONSTRUCTION APPROACH
MUST BE LOCATED AT THE
PERMANENT APPROACH LOCATION.
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10� 4-b"* QUARRY SPALLS _11�
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2"x2" WOOD POSTS, STANDARD
OR BETrER, OR EQUIVALENT u
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STANDARD DEPT OF ECOLOGY
FILTER FABRIC FENCE DETAIL
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APPROVED ASNOTED
Y ENGINEERING
Date.
4'X4t
14
CONC. PAD
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01)_ i C,
.4
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4..
PLAN
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ELEV. 316.1 STANDPIPE
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10 PER ROW
TOTAL 40 PERF.
2"-4" WASHED ROCK
GRAVEL CONE
NOTE: 0
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2) APPLIES W1 SUBGRADE WORK.
ONCE CRUSHED ROCK PLACEMENT
PROCEDES FOR FINAL PAVING, W P
GRATE W/ FABRIC MAKING WATE
TIGHT UNTIL FINAL ADJUSTMENT IS
COMPLETE 3' APART (MAX.)
2"x2"x4"(MIN.) WOODEN
STAKES, DRIVEN INTO
GROUND 18" (MIN.) IN
DEPTH.
3/4" OR LESS WASHED
ROCK FILTER OVER SLOPE= 2:1
FILTER FABRIC 71
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Opp.
4p-012 X 4$—
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TEMPORARY SEDIMENT POND
OUTLET CONTROL STRUCTURE
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