21712 76TH AVE W.PDF11111111 lill
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21712 76TH AVE W
STR EETPTRt9a1n'7T-s
LOT APPROVAL STREET
NAME McGrath Homes ADDRESS 2 5th Ave , S,, "& Uth Ave . 3
ADDRESS OF PROPOSED BUILDING lb 56-� 2 5th Ave.* 2z: 4+)
LEGAL DESCRIPTION: - LOT - 4 BLOCK ADDITION McGrath.Homes
Single Family or 8# OW sq. ft.
TYPE OF USE NO.'OF BEDROOMS -3 SIZE OF Lot" 801 x 100.1
Residence x
SOURCE OF DRINKING WATER: Public Supply Prnivate Well
a. SURFACE DRAINAGE
1. Is disposal field site well drained? yes
2. Any water course (stream, drainage ditch, etc.) through sitei? no
b. TOPOGRAPHY
1. Any heavy;slopes*in field area? no
2. Will present topsoil in field area be removed or graded beforefield tiles -
are installed? no
3* Will any fill material be used in the disposal field site? yes P23--ad over
. If yea how much? 611 of top soil only from house excavatidff tt; be
drain f ie1W area. c. SOIL CONDITIONS
1.
2.
3.
Has -a hole at least 4 feet deep been dug in the disposal field area to deter-
mine the type of soil present? yes
After hole is dug record the soil conditions at the following depths. (Re-
cord as sand,, gravel, clay, packed sand."i0am., etc.)
12 inches 30 inches see attached sheet
1.8 inches 36 inches
24 inches 48 inches
Any ground water encountered before reaching a depth of 4 feet? 110 VA
If so at what depth?
d. WATER TEST
A simple water test will show how well this soil will drain or percolate water.
To perform this test:
1. Dig hole at least 36 inches deep. Use a shovel or post hole digger —
size of hole makes no difference --only depth,
2. Fill hole with water. Now let all water run out of hole. This soaks
the ground and will give a more accurate reading.
3. Again pour water in hole to a height of 12 inches from the bottom.
Let water run out until there is just 6 inches from bottom left in hole.
4. Note how many minutes it takes for this last 6 inches to seep away.
Record this time below.
Number of minutes for last 6 inches to seep away
5.- Divide this time by 6 to obtain the ratg perl�nc
6. Date water test was perfomed OR , 0
I hereby certify the above information to be correct and the above tests were
performed by me as prescribed.
Signed
Address 17962 -Midvael Ave. 'Seattle 33—tMa—sy.—
NOTE: A septic tank permit is issued on the basis of the above information. If
there are any changes or alterations in the above stated soil conditions it may
result in the installation being rejected at the time of inspection,
R'a't'e','and Re Absorption
Area. For single'Family Dwellings.
,qui
C, ,ued
Pe�rc�olation` Rat,� �tini@jn
Lineal feet of 4 inch tile
minutes for ?�il
using�trench with width; -,of
one, . i . ne W
two f"eet' vr t' I �P"q
'W- L X.
3
150 minimum XC'.
4
175
5
190
7
225
10
250
ori -12...
:�265.
15
285
30
375
Over 30
Soil Unsuitable
q"A)* 02, i,
r
.�i T
Telephone Llncoln 2-319 Civil Engineers and Land Surveyors
RuAin 3i3ker 33o.ciatei.
P.O. Box 1 7127 60636
17962 AURORA AVENUE ., SEATTLE 33, WASHINGTON
September 19, 1960
Percolation Tests and Soil Logs on Proposed Pl.at of McGrath Homes at llth St.-S. W.
and 25th Ave. 3.
Soil Lo& No - 'Depth Soil - characteristics
I Lot 1. '3811 .38" to hardm -20" reddish sandy wi th
VU
18" sandy witR some gravel. Add 12" top soil only
from house excavation over drain field area.
Lot 2
3811
38" to hardpan-2211-reddish sandy with some gravel-14"
whitish sandy with some gravel. Add 1211 top soil
only from house excavation over drain field a rea,
M.
Lot 3
41.11
41" . to hardpan-2111 reddish sandy . -with some gravel-29"
sandy with some gravel. Add 1211 Of top soil only from
h.ouse ex6evation over drain field are&.
IV
LO t 4
4311
-43." to hardpan-43' loose reddish sandy with some gr
ravel.
.Vl-
Lot 6
Add 61"to-p soil only from house excavation over field,,
41".
2411-loose reddish sandy -some gravel-17" sandy with
some gravel. 4V to hardpan. Add 811 top soil only
over drain field area from top soil only from house
excavation.
(original)
4W1
4811 loose rlddiSh sandy.
Lot 5
Percolation' Hole No.
Aata of fall in minutes per inch-
1
3611
10.0
2
36
8.6
3
36
9,,2
4
3611
4.2 old reading 15.0 equals 19.2 divided by 2
equals 9.6 min/inch average
5
3611
. 6 (original perk)
3611
2.8 and 7.5 equals 10.3 divided by 2 q q'
uals 5.1 min/in,,
average.
Note: Now percolation tests and.'pits-as above nbted.taken 9-19-60 by HLC,
------- ------ -)
U
APPLICATION CARD No . ......................................
for
FILE '�l
NEE. SIDDE SEWER PER3HT
The City of Edmonds oT ' '
EASEMENT No . ........... ? ...........................
OUTSIDE INSIDE REPAIRS E]
9
OWNER .... ......... ......... PERMIT No.
............................
...................................... I ...... CONTRACTOR ...... ... .........
. 1� STREET
'�Ptle SC3 -) Oc .................. -- ........................
HOUSE No . ..... ............ ............................ ................. AVENUE LOT No . ................ 7/ ................................................. BL K No.
NAMEADD. ------ ............ 1.r . ......... -- ............................................ -- .......................
Date Approved:
BACKFILL WORK ORDER ISSUED ................... ............... DEPOSIT, $ ............................
..............
�z
SEWER WORK ORDER ISSUED .......................................... DATE ... .................... By
CITY OF EDMONDS
CIVIC CENTER — WATER -SEWER DEPARTMENT
SIDE SEWER PERMIT
Can PROSPect 6-1107 when .*
IS ready for hmpecuou, (NO Anspec-
t'— SAtUTd&Y, Sunday or boudays.)
N2 110 3
ADDRESS ................. 1056
............ ... �q4th
OWNER ............... 6-...-A....Schoolcraft
.... ..................... _ ..................... ................... CONTRACTOR ..... Tucker Construction
... ................... ................. . ....... .........
Permission is granted ...................... 19.Aq., for... ................... days, to R EPAIR or C . ONNE . cT ..... . Id, - ewer
with city Sewers in accordance with aPPlication on file and governing ordinances.
ATTENTION IS CALLED TO THE FOLLOWING:
NOTE No. I —The owners of the Property may obtain & Permit to construct sewer inside property line. A licensed Side Sewer Contractor must
be employed to construct side sewer In street area. Do not cover any Portion of sewer before It has been Inspected.
X No- 2—Obtain full Information reg&rdiDg Ordinance 11.16.030 and Regulations governing side sewers when you get permit.
NOTE No. 3—Top Of side sewer must have at least 30 inches coverage at property line and 12 Inches Inside Property line; minimum grade of 2%.
No bends In grade sharper than % will be Permitted.
NOTE No. 4—Trenches In street must be water settled and surface of street restored to original condition. CO tractors shall be
failure due to Improper work which may develop within one year of c
r work than Is Provided for In the permit, or to do any work on the main sewer or Its ap-
NOTE No. 5--It is unlawful to alter or do any othe ornpletion. responsible for
Purtenances except to Insert the pipe into the wye.
NOTICE:
No warranty of accuracy.
The information shown on the attached
map(s) was compiled for use by the City of
Edmonds, its Employees and Consultants.
The City of Edmonds does not warrant the
accuracy of anything set forth on these
map(s). Any person or entity requesting a
copy should conduct an independent
inquiry regarding the information shown on
the map(s), including, but not limited to,
the location of any sewer stub shown. Such
sewer stubs may or may not exist and may
or may not exist at the location shown.
Neither the City of Edmonds nor its
employees or officers shall be liable for the
information given on this map(s), nor for
any one representation provided based
upon said map(s).
CITY OF EDMRND�
�13BLICWORKS,;DEPARTMENT
11. .
RIGHT - OF - WAY CONSTRUCTION PERMIT
A. *Address or vicinity of Construction
21706-21712 76th Ay. W.
Owner: Washington Natural Gas
Name
805 156th A:ve. N.E.
Mailing Address
Bellevue Washinaton 98007
omm. n ony
0
State, Zip Code
city, e Pavement Cut: Yes No'
n above
Contractor: same
Name
Mailing Address State License Number
City, State, Zip Code Telephone Number
NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE
0.
APPLICANT TO READ AND SIGN
10 INDEMNITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless
6
�w from any injuries, 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 or not limited to, the defense of any legal
CIL. proceedings including defense costs, court costs, and attorney fees by reason of granting this permit.'
0
Upon issuance of this permit, the contractor is responsible for workmanship and materials for a period of one year
CP following the final inspection and acceptance of the restoration by the Engineering Division.
0.
Permit No:
Issue Date'.
7A4Ja4X
2,1 wv_
Z
0
U
W
0
e Permit Issued To: WNG1
e Type of Work to be Done': service maln'
tema
Alp e
Work in Connection With:
0 Sub or Plat
. 0 Single Family.
M f- I I 1 .4 A P
Funds held from the Security Deposit (estimated restoration fee) will be held until the final street patc� is completed, at
which time a debit or credit will be processed for issuance to the applicant.
Work is to be inspected. Restoration to be in accordance with City Code. Traffic Control.to be 4, icc�rdance with Traffic
Section of City Code. Street to be kept clean at all times. A 24 - hour notice is required for inspection by En* neering.'
gi
Call 775-2525, extension -me- .2 51?
vaftzbr—
I understand that this pc �t the jgWsitc for inspection purposes at all times;
Date
Signature:
Owner or Ag4t
THIS PERMIT MUST BE POSTED AT THE JOB SITE FOR INSPECTION PURPOSES
CALL DIAL - DIG PRIOR TO BEGINNING WORK''
C. Issued By:,--/;
Time Authorized: Void after C days
Special Conditions:
Ammendments:
Permit Fee:
Security Deposit:
Receipt No.:
Fund III Fee:
Street Cut Dimensions
x
I NQ_�,O'F�,,K TO BEGIN PRIOR TO PERMITJSSUANCE:�)*.*
Eng. Div. Decemb" 1978
JA�
PUBLIC UTILITY DISTRICT NO.1 OF SNOHOMISH COUNTY
LOCATION 21712 76TH AV W ZIP CODE 98026 SOUTH COUNTY AREA
POLE No. GC-305 NE 1/4S 30 T 27 R 4 DATE 9/4/03 W.O. NO. 337213
REASON FOR WORK REPLACE BO POLE ENGINEER RASHELL TASK 3/MR*
DRAFTER LRR U.G. NO.
SCALE 1" = 100'
DATE WORK COMPLETED APPROVED
& DATE PRINTED
FOREMAN
FEES REQ I D X YES ONO
�PRIMARY OVERHEAD
\RESIDENTIAL
0 tOMMERCIAL
LEND.
SECO DARY OVERHEAD
BASIC FEE/
METER/CN',V. POLE s
PRIMARY UXDERGRC/'Nr)
0 RESIDENTIAL V
0 COMMERCIAL
C FEE S
LEU NO.
SECONDARXYNDE GROUND
13 SIC\
BASIC EEE S
UNDERG UND PLAT
BASIC FEE%
f
rt F
_/ TAS
STR T LIGHTING
q (� f
FT.0
/W K I N RIGHT OF WAY
Im Y
OR AR
SECONDARY
FT.0 .=s
MISCELLANEOUS FEES
VAULT
PERMIT S_
TOTAL DUE S
DATE PAID
RECEIPT NO.
NEW SVCE APPLICATION NO.
LEGE ND:
ENVIRONMENTAL ANALYSIS
E EXEMPT 0 NOT EXEMPT
PARA. 18 ITEM C_
* U.G. COND
. U.G. COND.
D �K T . FT. PH
ADD CKT.FT. PH
REM CKT.F PH
NET CK T.
C T.
O.H. U.G. CO KV
ADDZ� CKT.F PH
;RE M CKT. FT' . PH
C T.
T CKT.FT.
PERMITS (DATE GRANTED)
0 TREE TRIM
0 STATE
0 COUNTY
0 CITY
0
EASEMENTS
0 REQUIRED XNOT REQUIRED
DATE RELEASED
FOREIGN CONTRACTS
XVERIZON JPN NO.
XCATV JPN NO.
OJOINT TRENCH VERIZON & CATV
OJOINT BORE VERIZON & CATV
0
-,
POLE STENCILING
FROM TO
TAKE OFF POLE
PRE-CONST. REQUIRMENTS
• TREE TRIM 0 PUD LOCATOR
• BACKHOE XFLAGGING
XONE CALL DATE
No.
READY
PHASING
GIS
WORKING POLE/
XFMR
DMS
FINISHED
1 LINE
JOINT USE
LOCATION MAP PAGE 455 &=7
I
0 EXISTING POLE
?9 EXISTING POLE —TO BE REMOVED
NEW POLE
NEW POLE TO REPLACE EXISTING- POLE
DATE
SUBSTATION FIVE CORNERS
CIRCUIT NO. 12-1284 PHASE 321
ENGR'S TEL. #
F425.-783-4=413]
ENGR ; S PAGER *
F425-290-0180
0
218TH ST SW
N
v
12-Mg
ali
ni:
2
3M 218TH ST SW
SCHEMATIC
NTS
BMP PRACTICES WILL BE
FOLLOWED. 2 INCHES OF
STRAW ON EXPOSED SOIL
CREW TO HANDLE NOTIFICATION
OF CUSTOMERS OF ANY OUTAGE
1-61
SET 50'POLE 7'DEEP W/GRND
IN PLACE
INST N0103
INST 12F303
REFUSE AT 100 AMP
REMOVE OLD SVC DROP GOING
EAST FROM POLE (A) TO POLE
(B)
XFR (2) SVCS FOR ADDRESS 12710
AND 21712 76TH AV W TO NEW POLE
2-107
ABANDONED POLE TO VERIZON
_0 1 2-105
37 272079
1-62
51-51-51/12
6 5
cl�
oA-4828 C" mc-'
----------------
7 4 GC-305 2-107
7112 5CR
615 �7609 603 12
284
/2
SL-1 -D
2 25-6 72 s -1266-D Co
51 G03 GC-30G
1-50 +
'1, 2-5011
FUl
C.0
.5 --------------
218TH ST SW
HALF ROAD CLOSURE ON
W20-1
W20-
5 L A &*,,co
W4-2R
MERGING T
(L)
SHIFTING T
1/2L -
W1-4
MULTILANE
ROADWAY
24 HR. NOTICE REQ.
FOR INSPECTION
G20-2A
(OPTIONAL)
SPEED
LIMIT
SIGN
SPACING;
A, B, C (FT)
MERGING
TAPER (FT)
(FOR 12'LANE)
SHIFTING
TAPER (FT)
(FOR 12' LANE)
"' FFER
'U
(FT)
25
200
.125
65
55
200
180
90
85
35
350
245
125
120
40
350
320
160
170
45
500
540
270
220
50
500
600
300
280
55
500
1 660
330
335 1
0
0
SHIFTING TAPER CL
V2L MIN 0
(OPTIONAL) 0 .0 -0
-J
CL
Wl-4L
0
C
c
a MERGING TAPER (L) 0
0
G20-2A W4-2L CL
0
m m m
(OPTIONAL)
U,
W20-5R a
APPROVED AS NOTED
c:
BY ENGINEERING .0
SHOULDER W20-1 r
FU r-iF-flJoAt ,OtS, riflo,
-,C I PERM
ANO i�f,( ljjr
y4 JED
Date:
c
.2
f SNOHOMISH COUNTY
[]D . E
c:
RflF-m TRAFFIC CONTROL PLAN
1 KRIC UTEL
En
PROJECT ReRlace BO pole
OL
LOCATION 21712 76th Av W ZiR Code 98026 Edmond
-y
ENGINEER L. Ray Rashell DATE 5/26/05 WO No 337213
0.
PHONE 425-783-4413
PAGER/ LL
CELLULAR 4 25- 290-0180/ 4 25- 239-1243 -it
.7
City of Edmonds Permit No:
RIGHT-OF-WAY CONSTRUCTION PERMIT Issue Date: 2-0 -
A. Address or Vicinity of Construction: ;;?/ 71A 76
B. Type of Work (be specific):74 aaAc e a, 19-6)
C.
Contractor: P U L2 AIT
Contact:,/. AvAa
Mailing Address:
Phone:
State License
Liability'Ihsur�n�el,.." Bond: $
City Business License #:
D.
Building Permit # (if applicable):
Side Sewer Permit # (if applicable):
E.
F71, Commercial
Subdivision El
City Project rj� EUC (PUD, VERIZON, PSE, COMCAST, 0 VWSD)
F_J Multi -Family
Single Family
Other
INSPECTOR:
F.
PAVEMENT CUT: El YES
[I NO
G. SIZE OF CUT X
CONCRETE CUT: tR'YES
El NO
G.
Mail Approved Permit
El Call for Pickup
INDEMNITY. Applicant understands by his/her signature to this application helshe holds the City of Edmonds harmless from
injuries, 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
costs and attorneyfees by reason ofgranting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMA TED RESTORA TION FEES WILL BE HELD UNTIL THE FINAL STREET PA TCH IS
COMPLETED B Y CITY FORCES, A T WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT.
* Traffic control and.puplic 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 certification 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 -
approved material 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 TO BEGINNING WORK
IHAVEREAD THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE
THAT IMUST MAKE THE PIY4 COPY OF THE PERMITA VAILABLE ON SITE A TALL TIMES FOR INSPECTIONS
SignatureY,.-,-i,j,1Z iZJ�J d Date: '5�' 1C 7
I / (Contractor or Agent)
!-Z
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE
CADocurnents and SettingsTunisNy Documents\Fomis\Engnmg\ROWpemit_.doc Revised 10/01/03