515 6TH AVE S.PDFlill 11111111
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515 6TH AVE S
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ACCEPTABLE TIGHTLINE MATERIAL
N-12 ADS
Sch 40 PVC
SDR 35 (ASTM D3034)
*4 tMUM
b. Wil. cm
10
?.T
Lu
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0
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NO Itul'' PAS �,15: 1 luw.+1�11
WOK, R04Ai 0-
W�m qwt, d (01,01.
�'Au
%lt �W f4- OWL 40W. RECEIVED
APPROVED CITY-- COPYMAY 0 9 1996
PERMIT COUNTER
��l 5 1 J_w
(0 4010
IL
10
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APPROVED BY PL 'COP
A RECEIVED
MAY 0 9 1996
PERMIT COUNTER
The City of Edmonds Water Service Drawing EASEMETNT NO� ..... ..... ........ .......
NEW CONSTRUCTION REPAH-tS LID NO.
............... ASMT. NO. .
OWNER� ...................................... ......................................................... CONTRACTOR .............. ..................... ..................... ...... — .......... PERMIT NO.
-r"
JOB ADDRESS ........ S ............................ LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO . ....................................
NAME OF ADDITION ..:
j
C f- 0 3
0
IRD P
16 0�,j
kK A,' le
6 T8A V1-- f-
Approved:
PWW-0001-11175 (REV.11/78) DATE ....... ............ By.TCAR:�)
CA FILE NO. CA
Critical Areas Checklist
Site Information (soils/topography/hydrology/vegetation)
1. Site Address/Location: Q- 1-vv 41-S 4-1� "fi
A I- MAY 0 9 1996
2. Property Tax Account Number: 1-2 (.0 00
3. Approximate Site Size (acres or square feet): 0 0 — PERMIT COUNTER
4. Is this site currently developed? —�—yes; _ no.
If yes; how is site developed? -5'( o' c�-D
5. Describe the general site topography. Check all that apply.
Flat: less than 5-feet elevation change over entire site.
Rolling: slopes ongfte generally less than 15% (a vertical'rise of 10-feet over a
horizon'tal 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 oh 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: 0 Approx. Depth:
1
7. Site contains areas of seasonal standing water: 0 Approx. Depth:
What season(s) of the year?
8. Site is in the floodway W -6 _ _ floodplain A) C) of a water course.
9. Site contains a reek or an area where water flows across the grounds surface? Flows are year-
round? 7 Flows are seasonal? — (What time of year?
10. Site is primarily: forested mea . dow shrubs mixed
urban landscaped (lawn,shrubs etc)
11. Obvious wetland is present on site: Ne")
For City Staff Use Only
1. Site is Zoned?
.2..::: -.SCS impped soil type(s)? 4-tJ Cnje��Ivx
.34 Wetland inventory or C. A. map indicates wetland present on site?
4. Critical Areas inventory or C. A. map indicates C.ritical Area on site? /I/b
5. Site within designated earth subsidence landslide hazard area? "D
.Site designated on the Environmentally Sensitive Areas Map? . A.10
DETERMWATION
STUDY REQUIRED
WAIVER
Reviewed .6 y
Pla&er
CONDITIONAL WAIVER
1 -7 At b--
IDate/
ReVOU04/94
JECT REVIEW CHECKLIST:'.., S
TRE
'CHECK #:
PROJECTNAME PLAN
tbL
PROJECT ADDRE RECEIPT DATE:
REVIE W
0 -13Y..A
itia /Date)
.'PLAN.
WAt 8
S,
I
a
4&*
Fi"cO
STREET ENG
Conditional Use Permit R1141rM11 ME. W.*V 2
AD13 Requirements -
Other Zonina Reduirements M-MM-YEEMEM A
SEPA Environmental Checklist/H.ydraulics Permit
Tree Cutting Plan
8
Plat/Subdivision Ranuiram ants c ad;-Jao
Legai uescription ventication
Oult Claim/Street Dedications
Easements - Public/Private
Engineering Storm Drain Review Fee ..30
Engineering 2.2 Inspection Fee ;0
Drainage Plan (On -Site) cies
Setback - Top of Bank. Stream, Water Courses
Setback -� Storm Drain -Une
Open Ditch - Existing
Culvert Required
Culvert Size.
Shoulder Drainane/Shale Open Runoff
Catch Basin Required rca- , , -
Driveway Slope & Vehicle Access otc-
Sidewalk Required -Ye-5 S-95-tip
Curb & Gutter Required. ry
Curb Cut For Driveway Required Yrs
Street Paving Required ON
Rigiht-Of-Way Construction Permit Required
Street Name Sign Required 10
Other Signing Required ov
Bond Required For Public Improvements S 9!5-tj&
FEMA Map Check/Water Table
Side Sewer Availability �es,
Calculate Sewer Connection Fee If No'LID #',0- < a
Create Street File 6,25
P" M. 51M.
M
I
M
K a
M"M, ftn.��M-
Meter Size
Service Une Size
: T."A' I
F 011111 ��MMMMI�Mm
M
WN
M`Mm ME-iona Ammma-UMME
Hydrant Required /p
M"I'm I VIA- -�!A
Hydrant Size Existing wo
BREEN
M1,13 1��AMFM��=
�M-101 IIMZIS.�Mm
Street Cut
0100`111R� M x%, i ill
FZF
Reviewed By:
FIRE PLANNING ENGINEERING. PUBLIC WORKS
S, re a-va "I"? 4b
2
3
4
5
6
7
8
9
10
11
12
13 PAID $
14 PAID $
15
16
18
20
R E C 0 R D OF C 0 N T A C T S
21
22
23
24
25
26
27
28 RW PERMIT
29
30
31
32
RECEIPT DATE 33 SS PERMIT
RECEIPT DATE 34
35
36
'37 METER SIZE RA16
38
d 39
0
40
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0i
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Jev,67 S
alenit5 A,
iq�
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15'
s
loop
APPROVEr) ay.pj
A ue�s
RECEIVED
MAY 0 9 1996
PERMIT COUNTER
PLANNING DATA
SITE ADDRESS: -DATE:
ZONING: P-S- 6, PLAN CHK#: 9� - 87
PROJECT DESCRIPTION: 14-11
- AJew k-,,e -,, s " '
SETBACKS:
Required Setbacks:
Front: 2-a, Left Side: 15 Right Side: 9" Rear: 1�3`
Actual Setbacks:
Front: ?-rj Left Side: 7/1�.' Right Side: 10' Rear:
CORNERLOT No -(Yes/No)
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED A) —(Y/N)
A �6,), lik,
LOT COVERAGE: 11) 96,,, 37 94�
Maximum Allowed: 3517. _Actual: :��— 7:, �—?,7 - 43re -3 4 C
BUILDING HEIGHT:
1 2
Maximum Allowed: Z5 —Actual Height: -5
Datum Point: k6-i4 tb2*A Datum Elevation: 100, 0'
�— - & - "t;q �,
SUBDIVISION:
5 - 95- (gri - AC 6,
CRITICAL AREAS #: 9'5 - 16,9 - W,vtr
SEPA DETERMINATION:
LOT AREA: 17
OTHER:
Plan Review By:
00001"
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190
- 65
(0
10
Nny OW ju('15 W-T
ACCEPTABLE TIGHTLINE MATERIAL
N-12 ADS
Sch 40 PVC wt - cm (0 fav
SDR 35 (ASTM D3039�
:2
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APPROVED STREET FILE
mda Irp, f
RF-CF-l'"D
14AY 0 9 1996
?SIRMiT cOUNTER
PERMIT APPLICATION REQUIREMENTS
To: Applicant
Fronx Lyle Chrisman, EnginceringliisPector
Owner kw Plan Check No:
.Address: Dat=_Ajft_L�_ 1 _9,9
After review of the subjed permit application, the following nM*mcnts must be met:
I Construction hours are:
WEEKDAYS—. 7:00,A2M-1.0:00 P.M.WEEKENDSIHOLIDAYS— I0.-00A.M,6.-00.P.M.
2. A separate RIGHT-OF-WAY CONSTRUCI-ION PERMIT is required for all work on public property. (EcDc 1&60)
.3. Truck haul route plan must be submitted and approved prior to permit imm.ce.
4� Buildedowner Is responsible for contakft all tempomry runoff and croslon control on site'
(ECDC 1830.030d)
..5. NO WORK SHALL BE DONEVITHM-IS I= OF STREAM OR 10 FEET FROM ANY CLOSED DRAINAGE
FACUzrV. BUILDERMWNM IS RESPONSIBLE FOR IDENTIFYING COND
MONSON THE DRAWING. (ECDC
1930.50G)
6. FILTER FABRIC FENCE SHALL BE INSTALLED AND INSPECTED PRIOR TO CLEARING AND CONSTRUCTION.
(ECDC 1930)
L INSPECTIONSARE REQUIRW ON STORM DRA1NAGEsysnu&%T1GHTL1NES AND CATCH BASIN
imTALLAiriom. iNspsmom ARE RsQunm jpRjdR To RACKFVAMG. (scDC t830)
L Rcp*oraplaceallddectiveC&d0 Cmkv*w=d"%i& to 60 PMPWY. Van hftsecdon Is Invoh-4 a handicap ramp
ingyborquited. Contactor" meetwidt die Cky Easbeerbs stafftedetemdwdo c*defrqalrpdwt* Immee afthe permit.
(ECDC 1&90)
Driveway slope shall not amed 14%witbotutawshw. Evay diould be made to keep die dope below 14% Waiver granted to
(ECDC ILS0.060D),
10. Miveways must be paved fivm prooerW thm to City RIGHT-OF-WAY. Aupwatepernakistaquite& (ECDCluo.0600,
11. UWZC170NS ARE REQUIRED ON DRIVIMAYSAND SIDEWALM MORTO AND AFTER POURING. (ECDC1930)
1.2. NobumingofqonsbucdmtefmwithwA&pemkfiam die Fire
13. Connection to City water system is nq*a There Is a separate charge forthe water meter.
(ECDC 7.20)
14. Aback.watervalvo Is re"Ired lf&wnsWm plumbing Is below die dend.on of manhalL- (ECDC 7.20)
IS. Water and sewer main -lines diould be separated by 10 W mfnbnum (119CDC I&IQ)
16. Conection to dw (2ty sadtay astem Is Nquh0d. A sepamte --k Is reqmbv&,
Fen pald: Yet
chml 5,5.t!--v QU:DC ILIGY
I!. Undcq;o%mdv&Wg1srcqqhvd=@Uww ' Construction. and for -&Wm aheraftn4 and repairs 9W exceed 50% ofthe total assessed
V"Ofteltrucbm (ECDCIW%
19. A FINAL ENGVM&RING DMpWnON IS REQUIRED PRIORTOTM BUHMING DIMON GRANTING OCCUPANCY
OF THE BUILDING OR STKM-KURE. MCDC I"
VJXrRBQLDar