260 4TH AVE S (2).PDFlill Iiiiiiii
5068
260 4TH AVE S
CITY OFEDMONDS, xCEIVED
Permit- No.
COMMUNITY SERVICES. DEPARTMENT
RIGHT- OF' WAY CONSTRUCTION PERMIT, FE9,- 18, W2
----------- I ---------- L_
A. 0 Owner: PORATED B. 9 Contractor:
Name Name
2312-OC WEST CASTRO RQ" logs emArm
Mailing Address . FbZS Z=W1 Mailing Address
EVERETT- WA. 98204
city State' Zip CZffi city State Zip
41
ATTN: BARBARA TOLLEFSON, PERMIT COORDINATOR 5- V
-156-4124
WSW 21QQ=3g0OJLA g4411Q, State License Number Telephone N T ber
C. 0 Address or Vicinity of Construction: 260 - 4TH AVE. SOUTH
,Type of Work to be Done: GTE TO PUSH ACROSS 4TH AVE. SOPTH 55-FT. AND UNDER CURB.
OPEN CUT 21X121 TO WINDOW WATE K GAS LINES- CRO.SSING REQUIRED BY CITY ORDINANCE.
D. 0 Work in Connection With: 0 Sub or Plat 11 Single Family, M City Projects
0 Commercial M Multifamily il Utility
E. 9 Pavement Cut: M Y 0 N F. 0 Size of Cut: 2 X 121
APPLICANt TO READ AND SIGN
INDEMNITY: Applicant understands and. by his signature to thise ,s to hol 0JJ'fyjPdmonds
�ffication, agrec
n. tj
harmless from any injuries, damages, or claims of any kind or dqq Nn whatsoever, for=tr 1 rse n, that may
be made against the City of Edmonds, or any of its departments or 16C)ployees, including or not limited to the defense
of
any legal proceedings including defense costs, court costs, and ad fee&lvy-reason of granting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERI OD OF ONE
YEAR FOLLOWING THE. FINAL INSPECTION AND ACCEPTANCE OF THE WORK.
Estimated restoration fees will be held until the final street patch is completed by City forces, at which time a debit or credit will be
,processed for issuance to the applicant.
• A 24 hour notice is required for inspection; Please call Engineering: 771-3202
• Work is to be inspecte4 during progress and at completion.
• Restoration to be in accordance with City Code.
• Street to be kept cle -an it all times.
STREE7,
• Traffic Control to be in accordance with City regulations.
• All street -cut ditchesmust be patched with asphalt or City approved material prior to end of working day;
NO EXCEPTIONS.
I understand the above and that this Dognit must be available at the job�,site for inspection purposes at all times.
00�
FT. CARL S. 488-1620
Signature: n — tract f r I Date: 9_11_Q9
Ow 090 iTFM1819
This Permit Must be Posted at the Job Site For Inspection Purposes
Call DIAL -A -DIG Prior to Beginning Work
APPROVEDBY: 80Y W�41-rc_Q-T_T
PERMITFEE:
Z
Time Authorized: Void after
Restoration Fe
�pecial Conditions: N A
Receipt No.:.
Fund. III Fee:
Street. Cut Dimensions: $
RELEASED BY: Date
INSPECTED BY Date
NO WORK To EIQIN� PRIOR TO. PERMIT ISSUANCE
1 0
Ent. 1XV. March'K
:7
FIELD INSPECTION NOTES
(Fund I I I - Route copy to Street Dept.)
Comments:
Diagram:
CONTRACTOR CALLED FOR INSPECTION E) YES 0 NO
Partial Work Inspection by P. W.:
Work Disapproved By:
FINAL APPROVAL BY:
Date:
Eng. Div. July 1985
-AN
ST�,TiIET FILE
CITY OF EDMONDS LARRY S. NAUGHTEN
DEPARTMENT OF PUBLIC WORKS (206) 771-3202 MAYOR
Edmonds, Washington 98020
Administration — 250 - 5th Avenue North Maintenance & Operations — 200 Dayton Street
December 4, 1984
Mr. Jim Simpson
Snohomish County PUD
P. 0. Box 1107
Everett, WA 98206
Dear Mr. Simpson: V&0 - /-/ Abe -5,
SUBJECT: PAVING OF ALLEY
Last December, 1983, you applied for and received a
permit #830657 to do construction work at your substation
located at 4th Avenue N. and Walnut Street in downtown
Edmonds. At that time, we discussed the paving of the
alley, but no decision was made.
There is a short section, 100'-long, which is unpaved.
I request that Snohomish County PUD pay for the asphalt
material only for this section which is only $457.07
including tax for 15 tons of asphalt. The City will grade
the base, place gravel, and apply the asphalt all with'
City forces. I
If you agree to this, let me know, and we will proceed
and bill you that amount only.
Sincerely,
BOBBY R. MILLS
Acting Supt. of Public Works
BRM/ml
Alta hment
k!A
STROUD DT QA9S- DT RCE DT
CITY OF EDMONDS
USE PERMIT
ZONE f C
.,M j"15- NUMBER
N R U'
� CONSTRU CTION PERMIT APPLICATION
NAM� ��
og
ADDRESS
,2,(Qo qqh
A ME
E (OR NAME OF BUSINESS)
1 f
PUD #1 of Snohomish County
LEGAL DESCRIPTION CHECKI
SUBDIVISION NO.
NO.
ILID
Z
0
MAILING ADDRESS General Engineering Department
P. 0. Box 1107
PUBLIC RIGg,5 WAY PER OFFICIAL STREET MAP.
EXISTING_— REQUIRED IIIIIIATION
PROPOSED-6,0---
Z
CITY V r tt ,
Everett, Wa. 9 206
I TELEPHONE NUMBER
258-8211
NAME
Same as owner
RIGHT OF WAY CONSTRUCTION PERMIT REQUIRED I I
STREET USE PERMIT REQUIRED (-I
ADDRESS
SEE ENGINEERING MEMO DATED
SEE PIW DEPT. RIVIEW CHECK LIST DATED
Z
CITY _7ELEPHONE
NUMBER
IKS
NAME
Same as owner
ADDRESS
0
R SIZE
UILDING SUPPLY SIZE
UNITS
IFIXTURE
Ie
CITY
ELEPHONE NUMBER
Z
8
REMARKS
STATE LICENSE NUMBER
CITY LICENSE NUMBER
SIGN AREA
ALLOWED I PROPOSED
O/A 01A
ENV. REVIEW
COMPLETE EXEMPT
t/'i
"0'
A-b-9 -sy _�_
SHOP
A
Z
0
Le a' Description of Property - include all easements
.hg.w below or attach four copies)
Indicated on Plans, Dwg. S-6-43
VARIANCE OR CU
N
'E. I&EI 11
V,%l Into
D:��7
YARDS
F RONT SIDE REARI
LOT COVERAGE
Z
Z
M
REMARKS
PIM --ro ce�Woeft *6 0,L)
NEW G
RESIDENTIAL PLUMBIN
coIub -irl 013.5
UADDIALTER OF NON-RESIDENTIAL MECHANICAL
REPAIR RETAINING WALL SIGN
CHECKED BY
TYPE OF CONSTRUCTION CODE
WWI`
oft
HEIGHT
EXCAVATE FENCE
DEMOLISH OR FILL (50-7_3_FT
Mo P.SP. E] S
El PRE- VECINS I WIM
COMPLIAN E IN POOL
SPECIAL INSPECTOR I
REQUIRED
'!YES f. NO
AREA
JOROUP
CCUPANCY
G
OCCUPANT
LOAD
SIDE SEWER 9 WATER LINE E]
REMARKS
0
PV?_UGP�e;��
E] El El
Z5
NUMBER OF STORIES
NUMBER OF
DWELLING
N/A
UNITS None
NATURE OF WORK TO BE DONE (ATTACH PLOTPLAN)
Expand existing substation yar.d.
install stormwater retention system,
VALUATION
FEE
construct fence, landscape, construct
PLAN CHECK FEE
BUILDING
_
PLUMBING
asphalt driveways, install new water line
MECHANICAL
This Permit covers work to be done on private property ONLY.
GRADINGIFILL
Any construction on the public domain (Curbs, sidewalks,
driveways, marquees, etc.) will require separate permission.
Permit Application: 180 Days
Permit Limit: I Year - Provided Work Is Started Within 180 Days
"Applicant, on behalf of his or her spouse, heirs, assigns and
successors in interest, agrees to IndeIrrmily, defend and hold
harmless the City of Edmonds, Washington, its officials,
I
employees. and agents from any and all claims for damages of
whatever nature, arising directly or indirectly from the issuance
of this permit. Issuance of this permit shall not be deemed to
xo
I
modify, waive or reduce any requirement of any city ordinance
nor limit in any way the City's ability to enforce any ordinance
provision."
TOTAL AMOUNT DUE
330
I hereby acknowledge that I have read this application; that the
information given Is correct; and that I am the owner, or the duly ATTENTION APPLICATION APPROVAL
authorized agent of the owner. I agree to comply with city and THIS PERMIT
state laws regulating construction; and in doing the work authoriz- AUTHORIZES This application is not a permit until
ed thereby, no person will be employed In violation of the Labor ONLY THE signed by the Building Official or his
Code of the State of Washington relating to Workmen's Compensa- WORK NOTED Deputy; and fees are paid. and receipt is
tion Insurance. INSPECTION acknowledged In space provided.
=WNER OR AGENT) JDATI S113NED E ARTMENT
I OJ *S 77tLIL M I OCITY OF OFFICIAL'S SIGNATURE
ei THIS SITE IS LOCATED IN THE CITY EDMONDS jA m ast�
OF EDMONDS. LOCAL SALES TAX 775-2525 DATE
ATTENTION SHOULD BE CODED 31.04. L)
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
UNTIL A F:NAL INSPECTION HAS BEEN MADE AND APPROVAL OR ORIGINAL — File YELLOW — Inspector
A CERTIF CATE OF OCCUPANCY HAS BEEN GRANTED. uBDEC 6 1983 P
CHAPTER 3. INK — Owner GOLD — Assessor
L-i
CITY OF EDMONDS
CONSTRUCTION PERMIT APPI.ItAkIION
�AME (OR NAME OF BUSINESS) kj
U-D No, I OF SNOHOMISH COUNTY -
I MAILING ADDRESS
z: GeneralxEnyineering Department
P.O. Bo 1 07
LLJ CITY TELEPHONE NUMBER
.j Everett, WA 98206 1258-8211
NAME
LL Same as owner
u0i ADDRESS
t
LU1: CITY HONE NUMBER
LIJ
E-,?- AME
�- =m Me as owner
coa: ADDRESS
0
0
CITY TELEPHONE NUMBER
z
0
0
STATE LICENSE NUMBER CITY LICENSE NUMBER
Legal Description of Property - include all easements
z (sh-ow below or attach four copies)
0.
nd
icated on dwg. S-6-42
USE
PERMIT
ZONEkr(j
NUMBER
I , 46-
JOB
ADDRESS
L4
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP.
EXISTING— REQUIRED DEDICATION
PROPOSED
RIGHT OF WAY CONSTRUCTION PERMIT REQUIRED 0
STREET USE PERMIT REQUIRED 0
SEE ENGINEERING MEMO DATED
SEE PIW DEPT. REVIEW CHECK LIST DATED
SIZE IBUILDING SUPPLY SIZE IFIXTURE UNITS
REMARKS
9tr I/ ys—
IS.
SIGN AREA ENV. REVIEW ADB NO.
ALLOWED PROPOSED CO EMPT
SHORELINE 0
VARIANCE OR CU LA NIN REVIEW BY DAT
MAX) VIZA
YARDS FRONT SIDE REAR I LOT COVERAGE
Li N EW
RADD/ALTER
F] REPAIR
DEMOLISH
1j RESIDENTIAL
-U NON-RESIDEITIAL
El RETAINING WALL
EXCAVATE
1:1 OR FILL
r7 PRE -MOVE INSPJ
COMPLIANCI
PLUMBING
MECHANICAL
El SIGN
FENCE
( x 171)
swim
POOL
CHECKED BY
TYPE OF CONSTRUCTION
SPECIAL INSPECTOR
REQUIRED
HYES I'No
AREA
OCCUP,
GROUP
SIDE SEWER
WATER LINE
REMARKS
I
----TN—umBEROF
NUMBER OF STORIES
NIA 1DWELLING
UNITS None
NATURE OF WORK TO BE DONE (ATTACH PLOT PLAN)
Construct an 8" CMU. acoustical —sound
absorbing block wall, 151-.811 high; VALUATION
remove existing transformer slab and PLAN CHECK FEE
BUILDING
footings; construct new transformer slab.
PLUMBING
MECHANICAL
This Permit covers work to be done on private property ONLY. GRADINGIFILL
Any construction on the public domain (curbs, sidewalks,
driveways, marquees, etc.) will require separate permission.
Permit Application: 180 Days
Permit Limit: 1 Year - Provided Work is Started Within 180 Days
"Applicant, on behalf of his or her spouse, heirs, assigns and
successors in interest, agrees to indemnify, defend and hold
harmless the City of Edmonds, Washington, its officials,
employees, and agents from any and all claims for damages of
-hzip,nr nn-armL mriai— 4i—tt. — #,-- —
FEE
OCCUPANT
LOAD
LU
uj
a:
U3
I
2320 California St., Everett, Washington 98201 258-8211
PUBLIC UTILITY DISTR�(� �No. Mailing Address: P 0. Box 1107, Everett, Washing�on 98206
Mr. Hal Reeves
Building Official
City of Edmonds
Building Department
250 Fifth Avenue North
Edmonds, Washington 98020
Dear Mr. Reeves:
April 11, 1984
Revisions to Approved Drawings
For Building Permit No. 830657
Attached is a copy of a deed under Auditor's file No. 633687 which
shows that the alley width adjacent to the District's Edmonds Substation is
approximately 19 feet wide rather than 16 feet as indicated on our approved
plans. This locates an existing 8 inch concrete storm drain within the alley
right-of-way instead of on private property as originally shown on our approved
drawings.
To simplify installation and maintenance of the proposed storm drain
system, we request moving proposed catch basin CB-1 northwest and installing
it "in -line" with the existing storm drain. This proposal has been discussed
with Jerry Hauth and Dan Smith of your Engineering Department and verbally
approved.
Attached for your review and approval are three (3) sets of the fol-
lowing revised drawings. One set has been "yellow marked" to indicate the
proposed changes.
S-6-42 Rev. 1 Plot Plan, Legal Description, Vicinity Map
S-6-43 Rev. 2 Topographic Survey
S-6-45 Rev. 1 Grading & Drainage Plan
S-6-46 Rev. I Grading & Drainage Sections & Details
If you have any questions regarding the revised drawings, please call
Jim Simpson at 347-4317.
Attachments
Yours very truly,
L. W. Starr, P. E.
Chief Electrical Engineer
461— A-JO NO
%?10
,;:lion Lend Col,poretion of Se.attle,'Jesh.
----------- to
city of Edrlonds
Grantor cirs end qcs to grantee, all. interest.in the
sitonted n the
The 1'tr,�c s -nd jMeys in "Ol)rnpic View" sr. unre
lec '13 7Nnn 27
,(�(j 7,1r-t, of t 1,, c E, of t h e :r-, ' of the SE; of 5'
�[,c 'i.n EOrnonds, and qnOla . f towi t:
v_eFinninr at the S-E' corner -of seia s -
.ection Pnd
U
�O ft; M-1 IN 110 ft '0 tie S'.,,.' corner of 171ftil
, 'elnut �;trect -orodilded, V.&nich is trie true -ntob; th
I - .1 1 ';2.7
th '. 110 ft; t1h6 'it 1-
-L-L.? ft; th S 110 7 ft; th Id 16 ft; 'r 130 ft, th -S
ft ; th S 110 ft; til * ' -' 60 f t; th 14 110 ftP th '.0 r C i n
!IU, 4,t; th "'1 18*.7 ft; th ". 110 ft; th vo, 130 f . t to tile 3
,:)f Third '�veiiu_e, th , 60 f t ; - t h E1 130 ft ; t h a Prll With
Third jimenual 492.08 ft, to the 14 li of sd sub-divisionitii E
1`j.25 ft, th S prll with Fifth avenueq 492.03 ft; tn E 13C
tri ri 491.7 ft; to said N line; 'th E 60 ft; th S 491.53 ft;
lij th E 16 '[7t; th S
'E 122j? ft; th N 491.24 ft to said 14
A 0 C.9 ft; th E 122.7 ft to, the '�'i Y�arFin of,Yifth )Avenue; th S
;:�c ft to the true ptob.
Union Land Corporation
tcorp Seel) By Geoj�.Schlytter,Prcsident
I % Secretary
By MArs Louise Schlytter,o
a ;*�igned (full corp eck) bef
ss Ack 5-19-38 by officers s*
the s/w iles'et Seattle.' n s 1/213/42
,..;.-wanson IN.P.in end for
0 D Anderson, citY)
633688
9-14-38 $10 and OG&VC
Z EarveY.
k.
to
The City of Edmonds,weshington.
Grantor cys end. qcs granted U all int
situnted in -the
.%V% 4- %- - 4.
in the fdre V
AU,dy SEHIJO
E Oe.17 dJ 0 -q 1502STATIO-J
LO C Ar 6#0 47- z co o - - �T4
tFsoeplo^ro S ) wt�x<. 4.
5w I
EGO
... ..... ...
ECAS
+
PRIORITY 11-0 1 IN Svc
AL4-
DRIVERS FOR WORK �RDER
2o2 OR
GO
2. PMO
safety BY Choice 3. HICAP/SPECIAL SERVICE
e] 4. PLANT EXTENSION
5. ROAD CROSSING/TERMINAL ADDITION
Not By Chance 6.CONGESTED CABLE
7. BUILDING ENTRANCE/COMMERICAL DEVELOPMENT
B. PUBLIC REQUIREMENT
EMII:-- �-OqEI ELR
0 S2
-5
9.SAFETY
END SECTIO
10. 6THER
N
- - - - - - - - - - f—
BRIDGE TAJ�_ DRIVERS FOR WORK ORDER
P41RS AVAILABLE
YES
ALR
DEOICATION LETTER SENT
YES
OFFICE LOD NO
P LIMIT I �30e�2-/2-
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PERMITS �Pp. DATE
TYPE CONSTRUCTION
El 910HOMISH eo. 13LANKET PERMIT
DIG (1-800-424-5555)
DIAL
&70)(,-3 (,-3 P�g OSTArE -LAGGING
T X F
ILI Cl COUNTY 0 BRUSHING
m CITYEDMWD�7
D-0 R 0 ENG. TO STAKE
124 HR. NOTIFICATION)
0 PLACE PEDS ON PROPERT)
LINES
4-0 APP. DATE 0 NONE 0-
DUE DATE
ll�j SPECIAL CIRCUITS CAUTION
TERM
0 SSCN DATE POWER
UGM AERA
NONE OTHER UTILITI S
E UOA AERL
CUTS REQUIRED
TELEPHONE UCO ! TIC] F.O.0
X YES No
TELEP14ONE AERN TIO F.O.0
JOINT POLE JOINT TRENCH
FEES REO'D
0 Pug 0 PLO
lfrop 0 LEC
PSP&L
IN Cr�E Cl PSP&L 0 SPC. CONS T
NN
0 CATV 0 CATV
ONTACT
Lo M-f AL POINT OF C
C,
1 6 1, &) r . Cl GTE 11 GTE
N KA 1 0— 0—
'CE
!t-j F*- lb6zq -ro LkA, 0 NONE
iq ck) C].—
PLO V-) a 'ELATED WORK ORDER
to vu 12:9, rn �--r"Ar\3 G-A5 2 NONE X NONE
DATE
M A -fZK-a
smol I-F EFiriNEER CAqL- A M U 1� Lf�-OA
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ROUTINE WORK ORDER
0\\.
ALL 2 DAYS
HAt—L�5 LAKE
REFORE YOU DIG'
V)
a
—F
ci,� To POD Qxll I LH
411-800-.424
N
5
—RF-O-'D DUE- T-�DII\AomoS UkjDEE&7z?CU�,jD
'IV
OR -Di Q A-m
=-- . CUT U 7p-R-1
FINAL jOINT MUST BE SAW CUT OR NEAT GUT AS ASPHALT CONCRETE TO BE COMPACTED TO
REOUIRED By CrrY FIELD ENGINEER. r A DEPTH OF f2- �AIN.), (SEE NOTE -4)
ALL EDGES To BE TACKED NEATELY WITH AR-4000
6" CRUSHED SURFACING TOP COURSE
LT CONCRET
EXISTING ASPHA
IMPORTED PIT RUN OR NATIVE BACKFILL MATERIAL AS
REOUIRED TO ACHIEVE 95% DENSITY. (SEE NOTE -5)
BACKFILL COMPACTION TO BE PLACED IN A
MAGNIMUMOF 12' LIFT
NOTES:
I. SEE SECTIONS 2-09 AND 2-12 OF THE CITY OF EDMONDS SPEOFICATIONS FOR PATCHING AND
BACKFILLING REOUIREMENTS.
2- ALL TRENCHES IN ROADWAY AREAS SMALL BE BACKFILLED AND PATCHED WITH TEMPORARY
ASPHALT AT THE END OF EACH WORK DAY. UNLESS PERMISSION IS GRANTED TO Do OTHERWISE BY
THE CITY FIELD EMGINEEP.
3. ALL TEMPORAny PATCHES ON TRENU-IES SMALL BE REMOVED AND PATCHED WITHIN 2 WEEKS OF
COMPLETION OF WORK WITHIN THE RIGHT OF WAY INLESS *TIME SPECIFIED DIFFERENTLY BY FIELD
ENGINEER.
4. ARTERIAL OR COLLECTOR ROADWAYS REOUIRE 3" MIN. ASPHALT DEPTH.
5. SUBMIT PROCTOn AND DENSITY TESTS FROM CERTIFIED. TESTING COMPANY DOCUMENTING
13ACKFILL MEETS A 1"INIMUM 95% DENSITY OF ASTM 0 1557. TEST AS REOUIRED BY FIELD ENGINEER.
I
C I T Y 0 F EDMON OS ENGINEERINC
REV SIONS DIVISION
STANDARD. DETAILS
TYPICAL ASPHALT CONCRETE PATCH
�ATE: SCALE: NTS 40:
D
196 h St,
1 yj
Lj
1,E d4OA44 CASCA
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ACT. 3
APPOCATION
NO. AT
APPROVEO DY OATE.
Inc. tv-s D
z-nd
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5 1/7 A VENUE S.
k
LAJ
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Az' No—IE�
4,-LI F--Y' "ID-rH 15 <a) HC)FZ:,TH pr,--;,C>F::) I I t--4F-
RPE!OP L-1HE=
Ur-IC:)E�2 F=11 F—=- H 2
Catch Basin
T E 51.9
IE Out 48.5
I E In 48.79
Catch Basin
Storm
00 TE 51.1
Sewer
8
8 Sanitary Sewer �C B 52
S \ASPHALT Conc. S' A—l"
Monumen GRAVEL —54— N00002'20"W P�? ASPHALT-*. Conc.
Guy Anc Monument
--�6 I Aj,7
C'u
150.00 T imber Barr ie r--,'-
P
PERC
0 PERC HOLE"2
HOLE I Chain Link Fence
on Conc. Wall
01
0.
Y
bro, bb' a
a SUBSTATION u-
-56— CD
: W 2
0- W
00 00 d)
-n 0 0
.1 STORY LO 0
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0
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00 nce
HOUSE z ,---Chain Link Fe 00
)0
z
51
I STORY
FRAME
Gravel ------ HOUSE
Dri veway —56-
58—
Conc Conc
Cu' Curb
rb
Reborm 6 0 —
(/CaP Conc.
—62) W/Cop M 5 8
ent
0 150.00' Park Be2:�h Monum
ro Lead Plug rou
50' W/Tack a Washer (3 East) 5' Conc. Sidewalk WM
I,\
TBM
EXIST SPIKE ON CONC, CURB 8t GUTTER N,00002'20"W 60
WEST SIDE TEL
EL 63.13 11 ASPHALT PAVING
190004'40 9000 4 40",
0
0 6)
IL 5,3
4 th AVENUE 5
%14 it C. I . Water Main W
.".. "nor
U
5th AVENUE S & WALNUT ST
EL 82.53
DATUM M.L.L.W.
LEGEND
(D CONC. MONUMENT STAMPED RMA 4561 NE CORNER
SE4,SE4,SE4,SECTION 23
0 REBAR W/CAP 4561
T27N R3E, W.M.
Property Description
Soils Logs Data Taken: September29,.1983
A portion of the Southeast quarter, of the Southeast quarter, Section 23,
Township 27 North, Range 3, East, W.M., described as follows: P-1 0" - 18'1 Sandy Loam Topsoil W/Grass Cover
18" 24" Loamy Sand
BeQinninq 351.42 feet West and .200 feet South of the Northeast,corner of the 24" 30" Silty Clay Sand
Southeast quarter of the Southeast quarter.of the Southeast quarter of Section
30" 32 Mottled Clay Sand Consolidated
23,, Township 27 North, Range 3 East, W.M.; thence South 100 feet; thence West 32" + Glacial Till (Hard Pan)
130 feet; thence North 100 feet; thence.East .130 feet to the point of No Water Table Encountered
beginning,
Also beginning 351.42 feet West and 3,00 feet Southof.the Northeast corner of P-2 0#1 - 24 Sandy Loam Topsoil With/Grass CoVer
SECTION 23, T 27 N, R 3 E, W. M.
the Southeast quarter of the Southeast quarter of the Southeast quarter, -of 24" - 36" Mottled Clay Sand
Section 23, Township 27 North, Range 3 East, W. M. , thence.South 50 feet; 36 + Mottled Clay Sand EDMONDS SNOHOMISH COUNTY, WASHINGTON
thence West 130 feet; thence-North,50 feet; thence,East 130 feet to the point No Water Table Encountered
'411
-of beginning.
EDMONDS SUBSTATION
'Pe colation-Test Data Taken: September.29, 1983 2 �5,q,6A C-- C) I--. AL -LEY
r
ovj,:�
M'V
TOPOGRAPHIC SURVEY
P-1 10 min/ to 16" Depth 2&min/in @ 18" Depth
in "11D H) ADD
P-2 10 min/in to 25" Depth 20 min/ih'@ 26;-2" Depth
Change C.B. Elev. Add PUBLIC UTILITY DISTRICT No. 1
BK 553 PG 51- 61 402 -83-159 Ai 10-13-K
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C.B. N.W Of Prop.
OUNTY EvERE:TT, WA
SNOHOMISH C'
Corner.
Reid, Middleton & Associbtes, Inc.
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Engineers e Surveyors* Planners APPR. NO. DATE DESCRIPTION DWN. ENGR. APPROVED S&ALE DATE DRAWING
1121 5th Ave. N., Suite 200, Edmonds, WA 98020
REVISIONS WLA,j iRMA
20' 9/28/831 S-6-43'
TELEDYNE POST N22226
REV. 11-76 100-0-2
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GEN�KAL,�OTES�FOR-GRADING D I RAINAGE
AT EDMONDS SUBSTATION
MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION
OF THE STANDARDS -AND SPECIFICATIONS OF THE CITY OF EDMONDS AND THE 1981
EDITION OF THE WASHINGTON APWA STANDARD SPEC IFI CAT 1014,, EXCEPT AS NOTED.
2. STORM WATER RETENTION-DETENTIONTACILITIES SHALL,BE-CONSTRUCTED AND
MAINTAINED,IN ACCORDANCE WITH CITY OF EDMONDS REQUIREMENTS.
3. OPERATION AND,MAINTENANCEOF THE DRAINAGE SYSTEM IS THE RESPONSIBILITY OF
THE DISTRICT. MATERIAL'-ACCUMULATEO IN THE STORMWATERAETENTION PIPE -MUST
BE FLUSHED OUT AND REMOVED FROM CATCH BASINS TO ALLOW PROPER OPERATION.
THE:OUTLET., CONTROL ORIFICE MUST BE KEPT OPEN AT ALL TIMES.
4�1. ALL. �EARTH WORK SHALL SE PERFORMED IN ACCORDANCE WITH CITY.� OF EDMONDS
STANDARDS WHERE POSSIBLE', MAINTAIN NATURAL VEGETATION ' FOR SILT'CONTROL.
GRADE THE SITE FOR POSITIVE, DRAINAGE.' .,FILL IN LOW AREAS TO PREVENT.WAT'ER
-FROM COLLECTING.
5. ALL AREAS OUTSIDE OF THE FENCE DISTURBED BY GRADINGSHALL BE SEEDED WITH
A.PERENNIAL GROUND COVER GRASS TO MINIMIZE EROSION. GRA83 SEEDING WILL
BE DONE USING AN APPROVED HYDROSEEDER OR AS OTHERWISE APPROVED BYeTHE
6. EARTHWORK QUANTITIES ARE BASED ON AN AVERAGE STRIPPING DEPTH OF 0.2'FT.
AND THE ASSUMPTION THAT . ALL ON SITE MATERIAL (EXtCLUDING STRIPPING) IS
SUITABLE FOR FILL. -THESE NUMBERS ARE SUBJECT TO CHANGE, PENDING ACTUAL
CONDITIONS,ENCOUNTEREO DURING CONSTRUCTION.
7. ALL NEW CONTOURS INDICATE FINAL TOP OF SUBGRADE ELEVATION UNLESS
OTHERWISE INDICATED.
8. TYPE I CATCH BASINS SHALL BE PRECAST AND CONFORM TO APWA STANDARD PLAN
NO. 52, SNOHOMISH COUNTY STANDARD TYPE I.
9. TYPE I-K CATCH:BASINS SHALL BE 'PRECAST AND CONFORM TO SNOHOMISH COUNTY
STANDARD TYPE I-K. (�LG"
10. CATCH BASIN INLET FRAME AND GRATE SHALL BE CAST IRON IN ACCORDANCE WITH
APWA STANDARD PLAN NO. 49 AND SHALL'BE LOCKING.
l'l.- ALL PIPE DIMENSIONS, ARE TO THE CENTER OF CATCH BASINS UNLESS OTHERWISE
NOTED. ACTUAL LENGTH OF THE STORMWATER DETENTION PIPE IS 60 FEET.
12. CORRUGATED METAL PIPE (CMP) SHALL BE SIXTEEN (16) GAUGE GALVANIZED STEEL
AND SHALL MEET THE REQUIREMENTS OF AASHTO DESIGNATIONS M-36,',TYP'E I AND
TYPE Il. PIPE SHALL BE HELICAL WITH TWO -AND -TWO-THIRDS BY ONE-HALF INCH
(2 2/3 x 1/2) CORRUGATIONS'AND SHALL BE COATED WITH'ASPHALT TREATMENT I
OR BETTER'. PROVIDE NEOPRENE:, GASKETS AT THE JOINTS
13. CONCRETE PIPE (ASTM C14 EXTRA STRENGTH) SHALL BE PLAIN AND CONFORM TO THE.
REQUIREMENTS OF AASHTO DESIGNATION M-86, CLASS 2 AND TO DESIGNATION M-198
FOR'RUBBER GASKETED JOINTS.
14. PERFORATED PIPE SHALL BE CORRUGATED PLASTIC PIPE AS MANUFACTURED BY
ADVANCED DRAINAGE SYSTEMS OR APPROVED EQUAL.
15. INSTALL NEW CRUSHED.ROCK SURFACING TO 4 INCHES COMPACTED DEPTH IN YARD
AREAS DISTURBED BY EXCAVATION FOR THE PERFORATED PIPE STORM DRAINS.
18 CALL THE CITY OF, EDMONDS ENGINEERING DIVISION (771-3202) FOR PREBACKFILL
AND FINAL INSPECTIONS.
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W.O. #,302062. MMS DWG S-06-A
SUBSTATION
EDIVIONDS�
GRADING &�DRAINAGE- PLAN
Iv C<2)I2!, ALI En-'
Ai "ID-T" r,-' ;-c�E PUBLIC UTILITY DISTRIPT No. 1
L(DCA-FF_= C E5.1 SNOHOMISH COUNTY EvERETT, WA
DESCRIPTION DWN. ENGR. APPROVED SCALE DATE DRAWING
APPR, No. DAT
Ic) 11/1-7/8-5
REVISIONS
REV. 11-76 100-0-2