701 7TH AVE S.PDF111111111111
6974
701 7TH AVE S
-0
ADDRESS: ?7,0 / 7 V, 6V& S
TAX ACCOUNT/PARCEL #: 06 Vg-V6;-0c-) 6-6010o
BUILDING PERMIT (NEW STRUCTURE) #:
COVENANTS (RECORDED) FOR:
CRITICAL AREAS #: DETERMINATION: El Conditional Waiver Study Required E] Waiver
CRITICAL AREAS #: DETERMINATION: Conditional Waiver Study Required E] Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORD FOR:
PERMITS (OTHER — list permit #'s):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED: qh11M
SEWER LID FEE $:
LID #:
SHORT PLAT FILE:
LOT:
BLOCK:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DATED:
STREET USE/ENCROACHMENT PERMIT #:
FOR:
-WATER METER TAP CARD DATED:
OTHER:
L:\TEMP\DST's\Forrns\Jana's Street File Checklist 5-14-08.doc
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SEP 112009
DEVELOPMENT SERVICES CTR.
CI7Y OF EDMONDS
opm
I KEET FILE
,.ACITY OF EDMONDS NOW
PUBLIC WORKS DEP EToFIEPECTION CALL Permit 00
7'7V-/2'5(2'5! Ext. 22ff Issue Date
SIDE SEWER -PERMIT 77 1- 3202 293
PEP -MIT MUST BE POSTED ON JOB SITE EDMONDS�
: TREATMMT PLART
1. Address'of Construction, e:� V)
2. Property Legal Description (include all, easements)
�4 DCA�zq
3. Single Family Residence V/ Multi -Family No. of'Units
Commercial
4. Owner and/or Builder
5. Contractor & License NO.
6. Invasion into City Right -of -Way: No >< Yes (If Yes Right-of-
way Construction Permit Required Call Di al Dig (342A)-51344) before
excavation). 1-800-424-5555
7. Cross other private property: No Easement required -
attach legal description and county easement number.
READ THE POLLOWT-,NG AND SIGN:
a. Property owners must obtain a permit to install side sewers on
their property. A licensed side sewer contractor must be employed to
construct side sewers in the public' right-of-way.
b. The side sewer contractor assumes full reponsibility for each
installation for one year.
C. Commercial establishment requires a minimum of a six inch (6")
side sewer line.
d. Side sewers may not be installed closer than thirty inches (30")
to any structure. 0
e. Side sewer lines must be laid at a minimum grade of 2% (1.15
and maximum grade of 100% (450). 0
f. No turn in side s8wer greater than 45 (1/81bend) is allowed
0
between cleanout. All 90 turns must be constructed of a 45 (1/8
bend) and Wye with removable cap.
g. No down spouts, footing drains or floor drains can be connected
to side sewer system.
h. Pea gravel is required for bedding when installing sewer lines
through other than granular soil.
i'. Cleanouts are required at 30"-60" from each plumbing exit line
and at minimum intervals of 100' along sewer 'line run.
j. Trenches within City right-of-way must be restored to original
conditions. Contractors shall be responsible for right-of-way failure
due to poor compaction of fill.
k. Side s6wer.must be left uncovered until inspected and approved
by the City.
1. Inspection during normal working hours nly. '(2) working
days notice required.
DATE: z
'T'dertify-that/I have read
and shall co ly With -the above
PERMIT FEE: 30, 00 DISAPPROVED BY: Date:
Arl-4 -:Z S-' 0 B y/,. Date:
CONNECTIONJFEE: APPROVED By:,j
ZZ�� Date.
U
PERMIT MUST BE POSTED ON JOB SITE 40P
The. City of Edmonds
Side Sewer Drawing
EASEMENT NO. — ----------------------------- ......... — %
NEW CONSTRUCTION REPAIRS [I LID NO - ------------------ ASMT. NO - ------------------
OWNER ------ ------------------------------------ CONTRACTOR ------- G
------------- PERMIT NO. -7029-
JOB ADDRESS ........ .... SA ------------------------------------ LEGAL DESCRIPTION: LOT NO - -------------------------------------- BLOCK N - ------- EDMONDS
C ---------------
TREATMENT PLANT,
------------------------------------------------------------------------------------ -------------- ; ...................... ............ -------------------------
Ir r) I I NAME OF ADDITION ------------------------------------------ -----------------
A
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DATE
PWW-0001 -11175 (REV. 11/78) ....... By
STREET FILE
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STA, ND' ARD DRAINAGE PLAN
INFILTRATION SYSTEM
PAGE I OF 2
for
10 1, "!:1,
01
location.
plan by
phone
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at
DESIGN DATA
Trench Perc LF per
Numbe sq.ft. Area
r
.NOT S
1. Call ngineering'Division (771-3202),,
for p ebackfill,and final inspections,
2. Respo sibility for operation and
main enance of drainage systems on
'T
3r p
e,)s
. p 0
1 n e
priv te property is the responsibility
of he property owner(s). Preventive
ma tenance consists of preventing
s 1 and other materials from entering,
ench during construction as well as
fter construction. Catch basins should
be cleaned of floatinq material and
s ediment at regular intervals (at least
twice per year).
LCf-
CITY OF EOMONDS
Vq I'10 ql-r�'L
Adak
PERMIT
E NUMBER
CITY OF EDMOPW N! L� E
'CONSTRUCTION PERMIT APPLICATION joe
14
FADD
2 ! S
Ess
AM, (OR NAME OF BUSINESS)
W, 761 7 ?� Aje
LEGAL DESCRIPTION CHECK SUBDIVISION NO. LIU NO.
ILING 0
qr) .7
ffi"WILING ADDRESS
4-a
]NI
-ADDRESS
TELEPHON
E NUMBER
CITY
N�RE
15. N
ADDRESS
-TELEPHONE NUMBER
rITY
f 74r— T-1
�i ST4TE LICENSE N4MBER CITY LICEN UMBER
R Llp-17qk
OME t-40off:
Legal Description of Property - Inclua-e7l, easetinents
(show below or attach four copies)
z
L_--r-NEW RESIDENTI PLUMBING
AL
ADDIALTER El NON-RESIDENTIAL MECHANICAL
REPAIR RETAINING WALL SIGN'
-1 FENCE
x—FT)
EXCAVATE
DEMOLISH OR FILL F
j PRE -MOVE INSPJ swim
COMPLIANCE INSP. _0 POOL
SIDE SEWER WATER.LINE El
0
IF
aS NUMBER OF STORIES NUMBEFIC
LU DvVELUNG
41`7 It
UNITS
NATUFAAWO'RK TO BE DONE (ATTACH PLOT PLAN)
C-7h� at,122-
F this Permit covers work to be done on private property ONL7.
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
its officials,
w harmless the City of Edmonds, Washington,
ptq,"es, and agents from any and all claims for damages of
PUBLIC RIGHTWAY PER OFFICIAL STREET MAP.
EXISTING REOUI RED DEDICATION (5
PROPOSE
RIGHT OF WAY CONSTRUCTION PERMIT REQUIREC
STREET USE PERMIT REQUIRED 0 Dj%
SEE ENGINEERING MEMO DAT
SEE PIW DEPT. REVIEW CHECK LIST DATED
Y SIZE
UNITS
f
Cr IW
— SIGN AREA I COMPENV. REVIEW
ALLOWED I PROPOSED LETE I EXEMPT
VARIANCE 08 CU IPLANNING REVIEW BY I DATE
YARDS 4_07' I LOT COVERAGE
FRONT SIDE REAR
By YPE OF CONSTRUCTION CODE H
SPECIAL INSPECTOR AREA OCCUPANCY JOCCUPANT I
REQUIRED GROUP LOAD
I I YES I!NO I I
PLAN CHECK FEE
BUILDING
PLUMBING
MECHANICAL
GRADING/FILL
VALUATION
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SYSTEM CROSS—SECTION
1." 140 KJ
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GRAVEL —
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STANDARD DRAI NAGE PL,`,�AW
INFILTRATION, SY
STE M�
PAGE 1_0F
2
for
location
plan by
phone
date
DESIGN DATA
Trench Perc LF per Imperyn Trench
Number Rate 1000 sq.ft. Area Req.
NOTES ,
1. tall Engineering*Division (771-3202)
for prebackfill and final inspections.
2. Responsibility for operation and
maintenance of drainage systems on
private property is the responsibility
of the prope r ty owner(s). Preventive
maintenance consists of preventing
soil and other materials from entering
trench during construction as well as
after construction. Catch basins should
be cleaned of floating material and
sedimenit at re ular intervals (at least
twice per year?.
sr,
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9 TFH. AVENUE so.
0
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HEMLOCK'ST. W. D...'..* *.,...M c K E N Z I E
k E D M 0 N-DS WASHINGTON
SITE PLAN, SCALE:
NOTE': DO NOT USE INFILTRATION SYSTEM
ON SLOPES OVER 15 PERCENT (15
FOOT RISE PER 100 FEET HORIZONTAL
4P�
m
T
2. 6 5-
STANDARD DRAINAGE PLAN
INFILTRATION SYSTEM
PAGE 2 OF 2
DATE
MEMO TO: Building Division
Planning Department
FROM: Engineering Division
Publ ic Wo,rks Department
7to 'e- 5'.
SUBJECT: VuWb
7N
After review of the subject Building Permit appl ication , we have the fol lowing
comments:
I . Connec t io n to C i ty via ter Sys tem requ -i-r-ed.
2. Connection to City sanitary sewer system required.
3. -Right-of-way permit required for any work on City property.
4. Driveway slope not to exceed 14%
5. -Backwater v(al ve required i f downstairs plumbing is below elevation of
upstream manhole.
6. -Water and sewer lines to be separated by 10 foot minimum.
7, Bui lder/Owntr�—rt�on��ible f2n-containinq al 1__temnorary runoff and
J p-n
on site and may not impact neighboring properties in a
1*
PUBLIC WORKS DEPAROU CHECYLISr
f-
BUILD1% PER-IrT REVIEW
-rh- / f-3
(address) fdate)
'Street Right -of -Way Exist 19 REQD
Z
Access Easements Existing 41 14� REQD
Utility Easement Existing zxz— REQI�_�
Lot Per Subdivision Plat Assessor Map
Site Plan Checked for Accuracy
Z
1-4
Underground Wiring Reqd. W14
U
Check Accuracy f Legal DePcription -212�-
Z
Review by Date
Existing Water Main Size
Water Main Required
Service Line Required -q11,1
Hydrant. -/Size Existing
Hydrant Reqd Per Fire Code IV14 Size
Detector Check Meter Reqd.
Cross Connection Inspection
Fire Deparment Conments
.4ater Yeter Reqd.
Review by Date �.�ZII�7 ---3
Septic Tank Design Approved IVA Date
Septic Tank Permit Reqd._ Al,/A Permit No.
—
Sanitary Se-vnr Availability
--Proj.
Drawing Nb. File
Side Sewer Availabili
Sanitary Sewer Cannection,Fee Reqd.
Review by Date
Open Ditch Existing, Reqd.
Culvert Reqd. i�,� Size
0�
Catch Basin Reqd. Indicate on Site Plan
Shoulder drainage nk-dntain collection.on swale open runoff
V)
Manhole reqd. Indicate on Site Plan
Soil Conditions and Ground Water Field Checked
Rmdew b Date
&-vised: IvIO-1977
701 7th Edmonds WA - Google Maps
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Goo8le maps Address
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701 7th Edmonds WA - Google Maps
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G008le maps Address
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