21700 HIGHWAY 99.PDF11111111111111
11577
21700 HIGHWAY 99
0 0
PLANNING D
NAME: Rye'4. Ama..'('
SITE ADDRESS: 24 -70D --DATE: tz-11.1�'f
ZONING: C ---PLAN CHK#: 96'- 39�
PROJECT DESCRIPTION: Q.Rojf" 'N4
CORNER LOT-- AJ _,(Yes/No) FLAG LOT A/ _(Yes/No)
SETBACKS:
Required Setbacks:
Front: /5' Left Side:—o Right Side: Rear: 0
Actual Setbacks: -
Front: t,51 Left Side: Right Side: ---Rear:
Street map checked for additional setback required? NO (Yes/No)
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED (Y/N)
LOT COVERAGE:
Maximum Allowed: Actual:
BUILDING HEIGHT:
Maximum Allowed: 35-, Actual Height:
Datum Point: IV4 Datum Elevation:
A.D.U. CREATED?: IV14
SUBDIVISION:
CRITICALAREAS#: 99-?,90
SEPA DETERMINATION: -z,,,A
LOT AREA:
OTHER: AW`W-151- 94 442!n�6,
V
Plan Review By:
cAfi1csXpern�t\Ap1snd&Ldoc
H
PLANNING DATA
New Commercial / Mulffamily Pro*ects
C 6
SITE ADDRESS: 2-1-7oo /-h44eLA4 99 ZONING: L6 Z i 14ti
U C61,
It
USE(S) PROPOSED: A is,, /41x-z-4 W, ALLOWED?: Yei
LEGAL NONCONFORMING LAND USE DETEkMINATION ISSUED —
CUP File: I—— To Allow What Uses?: —
ADB FILE #: 06 - 2 3
PARKING:
Use: Mievt.A af-P4f 14A�h;c No. Spaces Required: 1 6F,4
. X (floor area, # employees, etc.) = Z/
Use: No. Spaces Required:
X (floor area, # employees, etc.) =
Use: . No. Spaces Required:
X (floor area, # employees, etc.) =
Use: No..Spaces Required:
X (floor area, # employees, etc.) =
Total Required: Actual Provided:
SETBACKS:
Reauired Setbacks:
.Front: 151 Left Side: 0 Right Side: 0 Rear: 0
Actual Setbacks:
Front: 3g,'Y Left Side: 0 Right Side: >117-00' Rear: '7 Z-'
A46-t 29 J4
Street map checked for additional setback required?
MAXIMUM FLOOR AREA:
Maximum Allowed: Nor'l, Actual: NA
BUILDING HEIGHT:
Maximum Allowed: —Actual Height:
Modulation Allowed?: Modulation Height:
Datum Point: No+- ff4"�'W4 Paturn Elevation:
Elevator Penthouse > 3 feet over height limit? IVA If so,VAR#
LANDSCAPING: No Oo-yt zxu9;- 6. rtr-.ovi 4avu hr4i ldt�j s-ppor).
Matches ADB approved: Y14
0:
0 Bid Provided?_ IVA Bond Amount (100% bid):
z
L-
CRITICAL AREAS #: I 91t, Z10
SEPA DETERMINATION: IVA
SHORELINE REQUIRED?: - A/A
Continued ...
1A1ibrary\^P1andatNewComm.doc
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DATE: I / 2 '31 -4, PLANCHK#: 06-05�'
NAMEOF BUILDING PERMIT APPLICANT: R",- Met:w
PROJECT DESCRIPTION: $L�.,)a
ADBFILE#: A,93-ot�-23 OR DATE WAIVED:
PLANS MATCH APPROVED PLAN: Lei
SUBDIVISION:
LOT AGGREGATION REQUIRED?: Ard
REDUCED SITE PLAN (8.5X1 1) PROVIDED FOR STREET FILE?
OTHER- 5,
"V, I- k1i Al S. 4, (m-. 4.ry t - i qM e-o- 1- ;94 wcq
Vft5
S-17r
Plan Review By:-
kcop-t W (,Kca -(act �--Jsq43 (,M/ fika
rev—" + ,pft, o j, A---�) - !��— tj I "AA J-q J�, - 4*,�. Nfe-4 S7,e/.%
1Afibrary\^PiandatNewComm.doc
DCI-ENGINEERS
D'AMATO CONVERSANO INC.
. 1. Mark D'Ainato - Guy A. Conversano
Elizabeth A. lensen Poger L. I lecringa - Mark D. Aden
Harry lones 11 Troy E. Bean - Tom C. Xia, AD.
Richard L. Heinmen - Grant C. Buckingham
e"REET FILE
01
STEVENS RADIA IMAGING CENTER
ENTRY CANOPY
EDMONDS, WA
STRUC
"LATIONS
FEBRUARY 2. 2006
JOB # 06-11-026
RE:cE:jVE:r)
FEB f 7 2oo6
DEVELOpMENT SE
OF ROVN
EDM ICES CTR.
CITY DS
10900 NE 4TH STRrrT, SUITE 1200 * BELLEVUE, WA 98004 * Pi-ioNE (425) 827.2238 - FAX (425) 827.8986
BELIAWL117. SPOKANE EvFRFI-l' PORTLAND SAN Dii;co
95
:.DCI-ENGINEERS
D'AMATO CONVERSANO INC.
PROJECT:
PROJECT NO-- 06-11-026
STRUCTURAL SYSTEM (TbI 9.5.2.2 - ASCE 7):
BASIC SEISMIC FORCE RESISTING SYSTEM (TbI 9.5.2.2 - ASCE 7 (pg 133)):
7. fnvert.Pendulum
69 Cantilevered Column Systems Special steel moment frames
R = Resp. Modification Coeff (DUCTILITY): 2.50 9.5.2.2 - ASCE 7(pg 133)
ICC = Importance Classification CATAGORY- II Tbl.1604.5(pg272)
IE; = Seismic IMPORTANCE Factor- 1.00 Tbl. 1604.5
TYPICAL Building
Seismic Base Shear for Build'
ZIP
= Site Zip Code:
LAT
= Site Latitude:
LONG
= Site Longitude:
Ss
= MCE Spectral Accel @ 0.2 Sec:
S,
= MCE Spectral Accel @ 1.0 See:
SITE
= Site Class: ( Default is D)
Fa
= Spectral Accel @ 0.2 Sec for Site
Fv
= Spectral Accel @ 1.0 See for Site
Sms
= MCE Spectral Resp (Short Period)
Sm,
= MCE Spectral Resp (Long Period)
Sheet No:
Date: 2/1/06
Printed: 8:21 AM
By.
9 8 02 6
<,
47.8004
-122.331.4
1,257
0.426
'nr.u,;-
Default Site Class B - Mapped Value
D
lnpiq>
Tbl. 1615.1.1 (USE CAPS)
1.00
Larw
Lookup Table interpoloated Tbl. 1615.1.2(1)pg 323
1.58
1:ipa
Lookup Table interpolated Tbl. 1615.1.2(2) pg 323
1.257
=FaSS
Eqn 16-38
0.673 =FVS1 Eqn 16-39
SDs Dosien Spectral Accel 0.2 See 0.84 -v3sms approx 97UBC Cv =0.33
SD1 Design Spectral Accel @ 1.0 See 2/3SM1 Eqn 16-41
SUG
= Seismic Use Group: 1 11 or III
Mijo
Section 1616.2 (pg 326)
SDC
= Seismic Design Catagory (A B C D E F):
D
Tbl. 1616.3(l) and (2)
n =
System OVERSTRENGTH Factor:
2
<:npul,,
9.5.2.2 - ASCE 7(pg 133)
Cd=
Deflection Amplification Factor:
2.5
< bipr..' -
9.5.2.2 - ASCE 7(pg 133)
Height Limitations:
35
>
9.5.2.2 - ASCE 7(pg 133)
Ct
= (0.03=EBF, 0.028=SMF, 0.016=CMF&O.020 others)
0.020
1--pul 1
9.5.5.3.2 - ASCE 7(pg 147)
X
= Exponent (0.8 for SNE, 0.9 for CW& 0.75 others)
0.75
It
= Height of Building (ft.)
11
ITa
Period, (approx); T = Ct*(hj4x
0.121
te7
(Eqn 9.5.5.3.2-1)
v
[(Cs)]*W
9.5.5.2 - ASCE 7(pg 146)
Cs
SDS (R/[)=
0.335
w
9.5.5.2 - ASCE 7(pg 146)
Csmax
SDI T(R/I)=
1.484
1w
w
9.5.5.2 - ASCE 7(pg 146)
C,mlin
0.044*SDS *1
0.037
w
9.5.5.2 - ASCE 7(pg 146)
cm,ffi
0.50*S, / (R/I)= (SDS E and F only)=
0.085
9.5.5.2 - ASCE 7(pg 146)
IV
(Max of V & vmin but :5 Vmax.)
0.335
w :''IBASESHEAR
P=
REDUNDANCY Factor.
< b, I E, -,
( see calculations I
Section 1617.2 (Do 3291
I "A!, , 1-3, b,
File: 2003 IBC Base Shear.xls Seismic - ELF Base Shear ASCE 7
Title : Job #
Dsgnr: Date: 9:11 AM, 1 FEB 06
Description
Scope:
Rev: 580007
User: KW-0601666, Ver 5.8.0, 1-Dec-2003 Multi -Span Steel Beam Page 1
(c)1983-2003 ENERCALC Engineering Software steel. ecw: Ca Icul ations
Description 2X2
General information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000
Fy - Yield Stress 42.00 ksi Load Duration Factor 1.00
Spans Considered Continuous Over Supports
span information
Description
Span ft
2.00
3.00
Steel Section
TS2X2X3/16
TS2X2X3/16
End Fixity
Pin -Pin
Pin -Free
Unbraced Length It
2.00
0.00
Loads
Live Load Used This Span ?
Yes
Yes
Point #1 DL k
0.070
LL k
0.150
@ X It
3.000
[Results
Mmax @ Cntr k-ft
0.00
0.00
@ X = ft
2.00
0.00
Max @ Left End k-ft
0.00
0.00
Max @ Right End k-ft
0.00
0.00
Factored Load Combinations
....
1.4 D
Mu: Center k-fl
0.294
Mu @ Left End
0.294
Mu @ Right End
0.294
Phi * Mn
2.646
2.646
1.2 D + 1.6 L.. .
Mu Btwn. Supports k-fi
0.972
Mu @ Left End
0.972
Mu @ Right End
0.972
Phi * Mn
2.646
2.646
Shears
Vu: 1.4 D
0.147
0.098
Vu: 1.2 D + 1.6 L
0.486
0.324
Phi *Vn
8.505
8.505
Reactions & Deflections
Shear @ Left k
0.00
0.00
Shear @ Right k
0.00
0.00
Reactions...
DL @ Left k
-0.11
0.18
LL @ Left k
-0.23
0.38
Total @ Left k
-0.33
0.55
DL @ Right k
0.18
0.00
LL @ Right k
0.38
0.00
Total @ Right k
0.55
0.00
Max. Deflection in
0.015
-0.294
@ X = + ft
1.16
3.00
Span/Deflection Ratio
1,588.7
245.0
Query Values
Location
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Shear k
0.33
0.22
0.00
0.00
0.00
0.00
0.00
0.00
Moment k-ft
0.00
-0.66
0.00
0.00
0.00
0.00
0.00
0.00
Max. Deflection in
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Title : Job #
Dsgnr: Date: 9:12AM, 1 FEB 06
Description
Scope :
LRev: 580007
User: KW-0601666, Ver 5.8.0, 1-Dec-2003 Multi -Span Steel Beam Page 1
(c)1983-2003 ENE
LL� RCALC Engineering Software steel.emCalculations
Description 4X4
General information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000
Fy - Yield Stress 36.00 ksi Load Duration Factor 1.00
Spans Considered Continuous Over Supports
Span Information
Description
Span ft
12.00
7.50
Steel Section
TS4X4X1/4
TS4X4X1/4
End Fixity
Pin -Pin
Pin -Free
Unbraced Length ft
12.00
7.50
Loads
Live Load Used This Span ?
Yes
Yes
Point #1 DL k
0.010
0.190
LL k
0.075
@ X It
2.500
7.500
Point #2 DL k
0.010
0.020
LL k
@ X ft
5.000
5.000
Point #3 DL k
0.010
0.020
LL k
@ X ft
7.500
2.500
Point #4 DL k
0.010
0.486
LL k
@ X ft
10.000
L�esults
Mmax @ Cntr
k-ft
0.00
0.00
@ X =
ft
0.00
0.00
Max @ Left End
k-ft
0.00
-2.14
Max @ Right End
k-ft
-2.14
0.00
fb : Actual
psi
6,241.0
6,241.0
Fb: Allowable
psi
21,600.0
21,600.0
Sending OK
Sending OK
fv : Actual
psi
99.5
395.5
Fv: Allowable
psi
14,400.0
14,400.0
Reactions & Deflections
Shear @ Left
k
0.16
0.79
Shear @ Right
k
0.20
0.27
Reactions...
DL @ Left
k
-0.11
0.87
LL @ Left
k
-0.05
0.12
Total @ Left
k
-0.16
0.99
DL @ Right
k
0.87
0.00
LL @ Right
k
0.12
0.00
Total @ Right
k
0.99
0.00
Max. Deflection
in
0.136
-0.735
@ X =
ft
6.96
7.50
Span/Deflection Ratio
1,061.4
245.0
Query Values
Location
ft
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Shear
k
0.16
0.79
0.00
0.00
0.00
0.00
0.00
0.00
Moment
k-ft
0.00
-2.14
0.00
0.00
0.00
0.00
0.00
0.00
Max. Deflection
in
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Title :
Dsgnr:
Description
Scope:
Job #
Date: 9:14AM, 1 FEB 06
Page 1
6's;r:'a-'Cr6'01666, V., 5.8.0, 1-Dec-2003 Multi -Span Steel Beam
(01983-2003 ENERCALC Eneineerine Software steel. ecw: Calcu I ation s III
Description C8
General information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000
Fy - Yield Stress 36.00 ksi Load Duration Factor 1.00
Spans Considered Continuous Over Supports
span information
Description
Span ft
1.00
7.00
4.00
Steel Section
c8xI1.S
c8xll.s
C8XIl.S
End Fixity
Free -Pin
Pin -Pin
Pin -Pin
Unbraced Length ft
1.00
7.00
2.00
Loads
Live Load Used This Span ?
Yes
Yes
Yes
Point #1 DL k
0.165
0.165
LL k
0.220
@ X ft
4.000
Point #2 DL k
0.380
LL k
0.150
@ X ft
2.000
Point #3 DL k
0.135
LL k
@ X ft
Mmax @ Cntr
k-ft
0.00
-0.38
0.52
@ X
ft
0.00
0.00
2.00
Max @ Left End
k-ft
0.00
-0.38
-0.02
Max @ Right End
k-ft
-0.38
-0.02
0.00
fb : Actual
psi
568.6
568.6
766.5
Fb: Allowable
psi
23,760.0
15,739.3
23,760.0
Bending OK
Sending OK
Sending OK
fv: Actual
psi
218.8
29.5
230.4
Fv: Allowable
psi
14,400.0
14,400.0
14,400.0
[Reactions & Deflections
Shear @ Left
k
0.00
0.05
0.41
Shear @ Right
k
0.39
0.05
0.26
Reactions...
DL @ Left
k
0.00
0.18
0.32
LL @ Left
k
0.00
0.26
0.03
Total @ Left
k
0.00
0.44
0.35
DL @ Right
k
0.18
0.32
0.18
LL @ Right
k
0.26
0.03
0.08
Total @ Right
k
0.44
0.35
0.26
Max. Deflection
in
-0.002
0.002
-0.001
@X=
ft
0.00
3.03
2.00
Span/Deflection Ratio
12,378.0
35,994.0
38,242.9
Query Values
Location
ft
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Shear
k
0.00
0.05
0.41
0.00
0.00
0.00
0.00
0.00
Moment
k-ft
0.00
-0.38
-0.02
0.00
0.00
0.00
0.00
0.00
Max. Deflection
in
-0.0019
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Rev,:58 06
U . W�O
K 060 1666, Ver 5.8.0, 1
Description
C8 @ back
Title :
Dsgnr:
Description
Scope :
Steel Beam Design
Job #
Date: 9:13AM, 1 FEB 06
Page I
steel.emCalculations
LGeneral Information
Code Ref: LRFD 3rd Edition, 2003 IBC, 2003 NFPA 5000
Steel Section : C8X1 1.5
Fy 36.00ksi
Pinned -Pinned
Load Duration Factor 1.00
Center Span
12.00 It
Brn Wt. Added to Loads
Elastic Modulus 29,000.0 ksi
Left Cant.
0.00 ft
LL & ST Act Together
Right Cant
0.00 ft
Lu : Unbraced Length
0.00 It
Distributed Loads
Note! Short Term Loads Are WIND Loads.
# 1
# 2
# 3 #4
# 5 # 6 # 7
DL 0.020
k/ft
LL 0.100
k/ft
ST
k/ft
Start Location
ft
End Location 12.000
ft
Beam OK
Factored Load Combinations ....
(1) 1.41)
Mu 0.792 k-ft
Vu
0.264 k
Phi * Mn 26.001
Phi *Vn
34.214
(2) 11.213 + 1.6L . . .
Mu 3.559
Vu
1.186
Phi * Mn 26.001
Phi * Vn
34.214
(3) 11.21) + 1.6L + O.8W ...
Mu 3.559
Vu
1.186
Phi * Mn 26.001
Phi * Vn
34.214
(4) 11.213 + 0.5L + 1.3W ...
Mu 1.579
Vu
0.526
Phi. Mn 26.001
Phi * Vn
34.214
Force & Stress Summary
< These columns are Dead + Live Load placed as noted ->>
DL
LL LL+ST LL
LL+ST
Maximum
Only
(a) Center (a) Center R Cants
(a) Cants
Max. M + 2.37 k-ft
0.57
2.37
k-ft
Max. M -
k-ft
Max. M @ Left
k-ft
Max. M @ Right
k-ft
Shear @ Left 0.79 k
0.19
0.79
k
Shear @ Right 0.79 k
0.19
0.79
k
Center Defl.
-0.065 in
-0.016
-0.065
-0.065
0.000
0.000 in
Left Cant DO
0.000in
0.000
0.000
0.000
0.000
0.000 in
Right Cant Dell
0.000 in
0.000
0.000
0.000
0.000
0.000 in
... Query DO @
0.000 ft
0.000
0.000
0.000
0.000
0.000 in
Reaction @ Left
0.79
0.19
0.79
0.79
k
Reaction @ Rt
0.79
0.19
0.79
0.79
k
Title : Job #
Dsgnr: Date: 9:13AM, 1 FEB 06
Description
Scope :
Rev: 580006 Page 2
User: KW-0601666, Ver 5.8.0, I-Dec-2003 Steel Beam Design
(c)1983-2003 ENERCALC Engineering Software steel. ecw: Ca I cu lations
Description C8 @ back
section Properties
C8X1 1.5
Depth
8.000 in
Weight
11.45 #/ft
Web Thick
0.220 in
lxx
32.500 in4
Width
2.260 in
lyy
1.310 in4
Flange Thick
0.390 in
Sxx
8.140 in3
Area
3.37 in2
Syy
0.775 in3
Xcg Dist.
0.572 in
R-xx
3.110 in
Values for LRFD Design....
R-yy
0.623 in
1
0.130 in4
Zx
9.630 in3
CW
16.50 in6
Zy
1.570 in3
K
0.938 in
Title :
Dsgnr:
Description
Scope :
Job #
Date: 9:13AM, 1 FEB 06
User: KW-0601666, Ver 5.8.0, 1 -Dec-2003 Steel Column Page 1,
('c),1;98,3,,2,O,Oo3 ENERCALC EnRineerinR Software steel.emCalculation
Description Column
General Information
Code Ref: AISC LRFD, 1997 LIBC, 2003 IBC, 2003 NFPA 5000
Steel Section TS5X5X1/4
Fy
46.00 ksi
X-X Sidesway: Sway Allowed
Duration Factor
1.330
Y-Y Sidesway: Sway Allowed
Column Height 10.000 ft
Elastic Modulus
29,000.00 ksi
End Fixity Fix -Free
X-X Unbraced
10.000 ft
Kxx 1.000
Live & Short Term Loads Combined
Y-Y Unbraced
10.000 ft
Kyy 1.000
Loads
Axial Load...
Dead Load 1.70 k
Ecc. for X-X Axis Moments
0.000 in
Live Load 1.60 k
Ecc. for Y-Y Axis Moments
0.000 in
ShortTerm Load k
Point lateral Loads...
DL
LL ST
Height
Along Y-Y (strong axis moments)
0.550 k 10.000 ft
Along X-X ( y moments )
k ft
JU1111fictly mmmi Column Design OK
Steel Section Capacities ... .85 *Pn 137.766 k 0.9 * Mn-x: 27.529 k-ft
0.9 * Mn-y: 27.696
Factored Load Combinations ....
AISC H11-1 a & b :
(Pu / AphiPn) + B*(Mu/ph!Mn) <= 1.0
If Pu/phiPn > 0.2,
A = 1, B = 8/9; If Pu/phiPn < 0.2, A = 2, B = 1
(1)
1.4D PU
2.380 k
IVIU-X = 5.463 k-ft Eq. H1 Results 0.207: 1.0
IVIU-Y = 0.000
(2)
1.213 + 1.6111- ...
Pu
4.600 k
Mu-x = 5.463 k-ft Eq. H1 Results= 0.215: 1.0
IVIU-y = 0.000
(5)
1.211) + 0.511- + 11.01E
...
Pu
2.840 k
MU-X = 7.102 k-ft Eq. H 1 Results= 0.268: 1.0
Mu-y = 0.000 k-ft
stresses
Allowable & Actual Stresses Dead Live DL + LL DL + Short
Fa: Allowable 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi
fa : Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi
Fb:xx: Allow [Fl-6]
0.00 ksi
0.00 ksi
0.00 ksi
0.00 ksi
Fb:xx: Allow [FI-7] & [Fl-8]
0.00 ksi
0.00 ksi
0.00 ksi
0.00 ksi
fb : xx Actual
0.00 ksi
0.00 ksi
0.00 ksi
0.00 ksi
Fb:yy: Allow [Fl-6]
0.00 ksi
0.00 ksi
0.00 ksi
0.00 ksi
Fb:yy : Allow [F 1 -71 & [F 1 -8]
0.00 ksi
0.00 ksi
0.00 ksi
0.00 ksi
fb : yy Actual
0.00 ksi
0.00 ksi
0.00 ks!
0.00 ksi
Title : Job #
Dsgnr: Date: 9:13AM, I FEB 06
Description
Scope :
Rev: 580008
User: KW-0601666, Ver 5.8.0, 1-Dec-2003 Steel Column Page 2
(c)1983-2003 ENERCALC Engineering Software steel. ecw: Calculations
Description Column
�Section Properties
TS5X5X1/4
Depth
5.000 in Weight
15.59 #/ft
Values for LRFD Design....
Thickness
0.250 in lxx
16.900 in4
27.400 in4
Width
5.000 in lyy
16.900 in4
0.00
Sxx
6.780 in3
Zx
8.070 in3
Area
4.59 in2 Syy
6.780 in3
Zy
8.070 in3
Rt
2.500 in Rxx
1.920 in
0.000
Ryy
1.920 in
Section Type = TS-Square
Title :
Dsgnr:
Description
Scope :
Job #
Date: 9:13AM, 1 FEB 06
6-se'r: -K-W--0-6-01666, Ver 5.8.0, 1 -Dec-2003
(c)1983-2003 ENERCALC Engineering Software Steel Column Base Plate steel. ecw:Calcu lations
Description Column Base Plate
General information
Code Ref: AISC 9th Ed ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000
Loads
Steel Section
TS6x6xl/4
Axial Load
3.30 k
Section Length
6.000 in
Section Width
6.000 in
X-X Axis Moment
5.50 k-ft
Flange Thickness
0.250 in
Web Thickness
0.000 in
Plate Dimensions
Plate Length
12.000 in
Allowable Stresses
Plate Width
12.000 in
Concrete f c
3,000.0 psi
Plate Thickness
0.500 in
Base Plate Fy
36.00 ksi
Load Duration Factor
1.330
Support Pier Size
Anchor Bolt Data
Pier Length
18.000 in
Dist. from Plate Edge
1.500 in
Pier Width
18.000 in
Bolt Count per Side
2
Tension Capacity
8.865 k
Bolt Area
0.442 in2
Concrete Bearing Stress Bearing Stress OK
Actual Bearing Stress
379.7 psi
Allow per AC1318-95, A3.1
= 0.3 * f'c * Sqrt(A2/Al) * LDF
1,795.5 psi
Allow per AISC J9
2,094.8 psi
Plate Bending Stress Thickness OK
Actual fb
30,360.0 psi
Max Allow Plate Fb
35,910.0 psi
Tension Bolt Force Bolt Tension
OK
Actu�l Tension
2.736 k
Allowable
8.865 k
Baseplate OK
Partial Bearing : Bolts in Tension
. . 0
Title : Job #
Dsgnr: Date: 9:47AM, 2 FEB 06
Description
Scope :
Rev: 580002 Page I
User: KW-0601666, Ver 5.8.0, 1-Dec-2003 Pole Embedment in Soil
(c)1983-2003 ENERCALC Engineering Software steel.emCalculatic
Description canopy post
General information
Code Ref: 1997 LIBC 1806.8.2.1, 2003 IBC 1805.7.2, 2003 NFPA 5000 36.4.3
Allow Passive
183.00 pcf
Applied Loads...
Max Passive
2,000.00 Psf
Point Load
236.00 lbs
Load duration factor
1.000
distance from base
9.670 ft
Pole is Circular
Diameter
18.000 in
Distributed Load
0.00 #/ft
No Surface Restraint
distance to top
11.000 ft
distance to bottom
3.000 ft
Moments @ Surface...
Point load
Distributed load
Without Surface Restraint...
Required Depth
Press @ 1/3 Embed...
Actual
Allowable
2,282.12 ft-#
0.00
4.500 ft
273.46 psf
274.49 psf
Total Moment
Total Lateral
2,282.12 ft-#
236.00 lbs
0
0
Date:
To:
From:
Subject:
MEMORANDUM
?-A-
MarchX 2000
Gordy Hyde
Maryanne Zukowski
Review for ADB Stevens Imaging Center Traffic
The application is incomplete, and the applicant will need to revise the parking layout and the
accesses.
Per RCW 47.50 the applicant is required to have an approved permit prior to constructing access
connections to a state highway. WAC 468-51 and WAC 468-52 implement this policy. ECDC
18.80.005 was adopted 4/28/95 for Highway Access Management. This section of highway of
the state route is classified as a class 4 highway; all accesses to one contiguous property need to
be a minimum of 250ft in distance. Per the SR-99 project drawings one access was allowed for
this section of the property. For new development, not meeting the requirements for access
management, the accesses need to be designed for the best possible locations, though not all
properties can meet the distance requirements.
The Stevens Imaging Center is allowed the one 24 foot wide access point, and the access near
Top Foods cannot be constructed.
The application needs to be supplemented with the traffic impact report per the I.T.E. guidelines,
which should also contain the accident history. Mitigation should be proposed as part of this
report.
Please note the applicant has additional space for parking at the area shown for the trash
enclosure. The circulation patterns and stall striping must be consistent with the access
requirements and striping.
City of Edmonds
1 0 1
1. Mark DAmato, P.E.
DCI-ENGINEERS Guy A. Conver5ano, P. E.
D'AMATO CONVERSANO INC. Elizabeth A. Jensen, P.E.
Roger L. Heeringa, P.E.
Mark D. Aden, P. E.
Hart-), Jones II, P. E.
April 21, 2000 J9( DCI NO. 00-12-015
_31
E D
City of Edmonds
Development Services Department A0
Attention: Mr. Gordon Hyde J
121 5" Avenue North iL �-'EFMCES CTFL
cif Y _F E-WO
Edmonds, WA 98020
Re: Steven's Health Care Imaging Center at 21700 — Highway 99
. ')
5 ol ce L
Vn IUA4,e
Dear Mr. Hyde V
0 r I cc, Ct- 64al
This letter is in support of the permit submittal for theAbove proJJ@ct and specifically
� e Vj;� r _6 r J.
addresses drainage. 4 AorIbK
Prior to this submittal Darrell Turner, the project Architect, and I met with Jim
Walker to discuss several items including drainage issues. The. plans previously
submitted to the Architectural Design Board proposed two curb -cuts into the site
with intent to utilize the existing asphalt surface at the front of the building for
I ell
parking.' Additional parking was proposed to be accommodated on about 3,500
UA
square feet of new additional asphalt at the north side of the building. Subsequent
rt 6
to the ADB submittal the City decided to disallow the south entrance which
effectively made the asphalt surface at the front of the building unusable. In order to
accommodate the parking needs the new asphalt at the north side of the building
would have to be expanded. We discussed with Jim the drainage implications of the
ar
creation of the additional impervious surface.
ikeVIN ScS
At the meeting we were told that the City considers gravel to be impervious in both
Me 4i4,;)J
the existing and developed condition for detention calculations. The proposal
A: rceJ,
shown on the plans submitted with this letter will not result in an increase in
im ervious area as defined by the City. Approximately 4,200 square feet of gravel
P
will be replaced by new impervious surface.
We were also told that the water . quality requirement would depend on the resultant $000
net change in pollutant generating impervious surface, the threshold being 5,000
square feet. Approximately 4,980 square feet of new pollutant generating surface< —
will be created. However, about 4,120 square feet of existing pollutant generating
impervious surface will be removed from vehicle traffic at the front of the building.
The net change is 860 square feet, which is well below the threshold. We w
2821 NOW11 ILIPWAY- SUITE 200 - BEI.LLVLIL, WA E: (425) 827-2138 - FAX: (425)J'027 �'8986 1
91, UJAM J-2^-A Cr-*- 1 V_ —MIS
- '�7 , .. !;.
Page 2
advised at the meeting that the City encourages as much water quality treatment as
possible regardless of project size. It was decided that we would incorporate a grass -
lined swale adjacent the parking to improve water quality. It was understood that
the extent if swale would be nominal and not need to meet strict design criteria as
the project is below the threshold area.
I trust that the above information will assist you in your review of the plans. If you
have any questions please call me.
Very truly yours,
D'Amato Conversano, Inc.
//V' §�;r
Nick Bossoff, P.E.
Project Manager
cc: Darrell Turner, Waterleaf Architecture and Interiors
llf24/1998 10:09 4253771207
SEINT BY:
h 7.r/ V
I , Site Addreas�Lomtion-
2.
3.
4.
5.
6.
7,
10,
ROSENDO VALENZUELA PAGE 02
61 1 ! V1 6WP4V11WW
CA FXE M.
CrIticalAreas Checklist
PmpertyTaxAccauut"tk
Approximate Site Size (
Is this site currently deval9pad? ">4 yes; no.
/7-
If yes; hbw is zi-.a deyelopod?
Describe the general site topogrVhy. Ch"k all thut apply,
Flat: Im thayi 5-fact elevation change over eadro Cite.
99
r. ),
_. �&C W_ _S A & Y_ �
Rolling:
horizontal distance of 66-fect),
14illy-, slopes pmem. an site of more than 15% and Jam than 30rd/a ( a vartical rise of
10-feet over a hoitonul distozee of 33 to 66-&et).
S I
tea p: grades of greater thin 309/4 present ori site (a varnlell rise of I 040r. over L
horizonmi dIrtance of less than 33-feet).
Other (pinw describe).
Sfte contairs aressaf year-round Mandinswatet- --n—L.0 —,,Approx. I)Cpth:
dingwater; Approx. Depth:
What Semon(s) of the you?
r *as o"
Site ` is in the floodwaY floodplain— of a water 0011me.
Sim contains a cre an ea where wler t!lows across the srounds surfacel �Iowv am year-
tvi4nd? Flows 4 7 (What time of you?
CM shrubs mixed
Site ia primarily: fartsted. X.Ne; --- __
urban lLndsaped (lawnshrub, ate Vr=l
obv'jolw wetwd Is present an site:
09"
&I MA'A 9 4:12
A
ORO
v
i M
M
11/ 24/1998 10: 09
SENT BY:
4253771207 ROSENDO VALENZUELA PAGE 01,
-23-H ;IU:IUAM Y Vt- WAUNUOMP
MY of Edmonds
CRITICAL AREAS
CTi*al Azew Chcckli3t containod on tWS fo
rM is
tO bc :811ad out by aay persbn Preparing ' a
D, velopmert Pe=it AppUkozi fbt the -City. pf
E9 'notda prior to USA= Mbmittal of a alevelopment
Pe Mit to the city.
.-purpose of the Checklist is to emble City
de =Uinc whether W POtentiel Critical Azm are, or
M" y be, present on the aul�eot property, T�e
iw)mation needed to Complete the Cheokllist
be ewily Availabl: from observations of the site.6r'
da- i available at Cir
y HaU (C��cal Axeas jnvmto�des,. ,
)3, of wil surveys).
.-An applicant, or Vol mum fill out
-tht chadkifet, sip and date it, i�iew
City I , The Ci�y wWT re' t submft it to the
. I -�iM the checkHst. m&e P
precunory site visit, and �iake a dnermination of the
subsecruerf 3tops ae=33WY to 00m; lete a devel'
'�Ie&qa aubmit a Vicinity : MAP a with the Asned
C ' OPi Of tWs form tO ami-it CIV 31aff in finding Emd
1('03*9 the sPecific Pieqe Of erty described on
this *,,form. In addid on, �-4e arpli =t &hall Includc
-perlment info=ticoij (e.g., Aitm Plu� topography
X�ap' etc.) or st%4es Ln cojijut.-ma Lviith this CheckUst
W $331s, sta:ff !A completing �Cir prelim..'rifq,
9AMOMCUt ofthe site
ve COMPleted the attachad Critical Areas Chedftt. and' attest dat the aw'Wers'provided
beir of my Imowledge (fill out the &ppropriate eolu= below), are factw, to the
er/Appliegnt:
NM Le
'10
�49
SM Yt Addrew
I —Fa /.*4,f
State Zip
0-
& W
,Ac-
sip awe
D"
MW 09*&U&ddc@
Nam
.;tW Address
city Stan zip
Telephone
91 P*aTM
(over)
-11/24/1998 10:09
TO:
FROM:
=== COVER PAGE ===
FAX: 7710221
ROSENDO VALENZUELA
FAX: 4253771207
TEL: 4253779506
COMMENT: GO DAWGS
�(-,7 C. 1 B 01
December 4, 1998
Rosendo Valenzuela
21700 Highway 99
Edmonds, WA 98026
CITY OF EDMONDS BARBARA FAHEY
MAYOR
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
COMMUNITY SERVICES DEPARTMENT
Public Works - Planning/ Building - Parks and Recreation * Engineering e Wastewater Treatment Plant
Subject: Determination regarding Critical Areas Checklist # 98-290
Dear Applicant:
Enclosed please find a copy of the Critical Areas Checklist you submitted. The "DETERMINATION" reached by the City
is located on the reverse side of the form (bottom of page).
It is very important for you to retain a copy of this Critical Areas Checklist 11 DETERM I NATION" for your records.
. ......... ...... .......... ..............
IMPORTANT INFORMATION TO BE NOTED:
PLEASE EXAMINE THIS" DETERMINATION" FOR ADDITIONAL REQUIREMENTS. YOU MAY NEED TO SUBMIT
ADDITIONAL INFORMATION SUCH AS AN ENVIRONMENTAL CHECKLIS OR CRITICAL AREAS STUDY,
The 'DETERMINATION' for the Critical Areas Checklist you submitted is a site -specific determination not a
project -specific determination.
You must submit a copy of the CRITICAL AREAS CHECKLIST and DETERMINATION WITH ALL 41111111111
PERMIT APPLICATIONS or YOUR APPLICATION WILL NOT BE PROCESSED.
Permit applications include the following:
Building Permits
Conditional Use Permits
Subdivisions
Variances
Applications to the ADB* Land Use Applications
Any other development permit applications.
Enc: Critical Areas Determination
* Architectural Design Board
Thank you.
Sharla Graham
Planning Secretary
C:Reception\Jana\CRLTR.doc
0 Incorporated August 11, 1890 a
Sister Cities International — Hekinan, Japan
// 'n-
e City of Edmonds
APPLICATION
for
SIDE SEWER PERNaT
OUTSIDE,n INSIDE E] REPAIRS 0
CA-RD No.
EASEMENT No. —
Hici* W4Y I'l v L4
2.
OWNER-4--?!�-X ---- ........ .................. .... .. ....... .... . . CONTRACTOR ..... . ....................
STREET . ................ PERMIT NCF-47�—,;�
HOUSE No. AVENUE LOT No. No . ...............................................
(j -0-7749 ---- ------------- ........... 6w'. — .....
............
Date Approved:
BACKFII,L WORK ORDER ISSUED ................................... DEPOSIT, $ .............................................
SEWER WORK ORDER ISSUED .......................................... DATE .... / .......... By ............. �/./ . . . .. ............ .. .....
STREET FILE
CITY OF EDMONDS LARRY S. NALIGHTEN
CIVIC CENTER - EDMONDS, WASHINGTON 98020 - (206) 775-2525 MAYOR
OFFICE OF THE MAYOR
March 17, 1987
Cage Cross
Cross Imports
21700 Highway 99
Edmonds, WA. 98020
Dear Mr. Cross: el
It has been called to my attention that you have*_'been working with City
staff in identifying sources of the pollution whi ' -c ' h discharge into Lake
Ballinger and corrective measures. I also unders*t�nd that you intend
to make the necessary changes on your property to --either eliminate or
control the source of pollution from your property.
I want to express, on behalf of the City, our appreciation for your
cooperati-on. This is a problem that will require the cooperative
effort by everyone in the community. Your positive attitude and
cooperation in helping to solve this problem will not go unnoticed.
Your immediate attention will help establish your business as a member
of the community in taking an active roll in cleaning up our
environment.
Once again, thank you for your cooperation in this matter.
Sincerely,
LARRY S. NAUGHTEN
Mayor
J.WH/sdt
POLLUTN/TXTST530
STREET F iLE
CITY OF EDMONDS LARRY S. NAUGHTEN
250 51h AVE. N. - EDMONDS, WASHINGTON 98020 - (206) 771-3202 MAYOR
COMMUNITY SERVICES PETER E. HAHN
DIRECTOR
February 20, 1987
Owner/Manager
Cross Imports
21700 Highway 99
Edmonds, WA. 98020
Dear Sir:
Visual inspection of the storm drains adjacent to your place of
business has indicated that significant amounts of pollution, primarily
oil. are entering the storm conveyance system that is tributory to
Halls Creek and Lake Ballinger.
This is in violation of City, State, and Federal ordinances and laws.
We would appreciate the opportunity to discuss measures designed to
correct the problem. We would prefer to handle such problems on a
local level with your voluntary cooperation.
If you have any questions or concerns, please feel free to contact me
at my office. Thank you for your assistance in this matter.
Very truly yours,
Wd-
JERRY HAUTH, P.E.
Hydraulics Engineer
JWH/sdt
cc: Dave Wright
Washington State Department of Ecology
CROSSIMP/TXTFORMS
PUBLIC WORKS 0 PLANNING
0 PARKS AND RECREATION 0 ENGINEERING
,LTY 0
_5 _S
ENSE APPLICATION
CITY of EDMONDS B U S 11 -ti6G--`z S L I C
DAT
Civic Center - Edmonds, Washingi
City Clerk Phone 775-2525
evrR FILE TYPE OF BUSINESS
n_ , F rt t 0 (A) HOME OCCUPATION
S I YEAR I LIC. WE(!
INSTRUCTIONS:
All items must be completed
or application will not be ac-
cepted.
Sign and return application
with fee. Renewals received
after February 15 must pay
penalty in addition to fee.
NEW BUSINESSES AFTER
JULY 31, 1/2 FEE.
LICENSE NO.
ANNUALFEE AFTER FEB. 11
$_15.00 $ 22.50
1. 1
BUSINESSWITH
'' 1,
.111
N (B) $20.00
$ 30.00
RECEIPT NO. DATE PAID
A,-
1 TO 3 EMPLOYEES
1 1
71/14/1 01
PRINT 'X'
IN SPEC. BOX
E:] (c) BUSINESSWITH $22.00
TO EMPLOYEES
$ . 33.00
FOR ISSUE OF
4 9
FEE PAID PENALTY PAID
CORRECTED
C1 (D) BUSINESS WITH 10 $75.00
$112.50
g, ob,o
LICENSE WITH
OR MORE EMPLOYEES
I L
'LC' ACTION.
M NEWAPPLICATION
(LA)
El RENEWAL
(Lb)
0 CHANGE
(LC)
(PLEASE MAKE ANY NECESSARY CHANGES) 0 DELETE (L6)
NAME OF FIRM BUSINESS PHONE 8F[!Me
6EES
Q & K Enterprises, Tnc. 775-0646 2
MAILING ADDRESS NATURE OF BUSIN�,SS MAY 7 19 8 2
,9 A �- 6 6 n
21?00 Highway 99 Edmonds, Wa. 98020
-A-utQLPa4t�--ONDS FIRE DEPT.,
BUSINESS ADDRESS INDIVIDUAL PARTNERSHIP CORPORATION
21700 Highway 99 Edmonds, Wa. 98020 = (S) T) (C).
OWNERS NAME HOME ADDRESS
Cage Cross IV ioi,M - 64-th-P1,Tce W. Ecerett, Wa. 98204
HOMEPHONE DATE 7F BIJTH FtACE OF BIRTH CA ISOCIAl SECU_F�17Y NLLMBEF
355-1089
EMERGENCY NOTIFICATION (1) NAME & TELEPHONE
(PLEASE LIST TWO) (2) NAME & TELEPHONE 337-5NIS
WASHINGTON STATE TAX NO. 'A'P'PLICAN'T'S SIGNATURE
DO NOT WRITE BELOW THIS LINE
STAFF REVIEW: FILL IN LAND USE CODE, LIFIR NUMBERS, ZONING, ETC. CHECK APPROVAL OR DISAPPROVAL, DATE, AND
SIGN. IF DISAPPROVAL, PLEASE COMPLETE "COMMENT" SECTION. ROUTE TO NEXT DEPARTMENT ON LIST.
PLANNING DEPARTMENT
DATE A -7—
LAND USE CODE ZONING CODE
ft APPROVE 0 DISAPPROVE
SIGNATURE
T
CONDITIONAL USE PERMIT
COMMENTS
E__=
BUILDING DEPARTMENT
DATE
Building
0 Hotel/Motel
IV APPROVE 0 DISAPPROVE
SIGNATURE
Permit
0 Apt. Bldg.
(A)
0 Office Bldg.
(0)
COMMENTS:
Occupancy
Group
0 Restaurant
0 Hosp/Nurs Home
(R)
(H)
CAPACITY: (NO. UNITS, APTS. OFFICES, SEATS, BEDS, STUDENTS)
0 School
(S)
FIRE DEPARTMENT
DATE 5
U. F. 1. R.
)�j APPROVE 0 DISAPPROVE
-
SIGNATURE
COMMENTS:
Pqj0_CE DEPARTMENT
DATE SIGNATURE
,-I!�'APPROVE 0 D18APPROVE
COMMENTS:
PUBLIC WORKS DEPARTMENT
APPROVE El DISAPPROVE DATE SIGNATUR
COMMENTS:
S-P
SITE ADD
PROJECT
PLANNING DATA
REDUCED SITE PLAN PROVIDED?: me -sum M0
MAP PAGE: 15Y7 CORNER LOT: ffegi!�N7(:@
L_
oil-M
CHK#: CY2.- 2!YZ*2_
FLAG LOT: LYes CNo )
Z.0NING:_ 22k - 2- - CRITICAL AREAS DETERMINATION #:,'9f5 - *2-9
Study Required:
alver
conditional Waiver
SEPA DETERMINATION: M/A
Ch klis
L1 AXP0,lw1 notarized form
U (N ed 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger)
at
E empt
N o 0 6�':
U D�
XS:
Required Setbacks:
Street-- I* LeftSide: RightSide: Rear:
Actual Setbacks:
Street: --- Left Side: Right Side: Rear:
Street mapchecked for additional setback required? (Yes / No / DRA)
UJI ROCK ES:
FENC RELLISES:
L
BA IND S / PROJECTING MODULATION:
L V I
3 CS / DEC S:
PARKING: Required: 2A Actual: C4t0vQGe -7141% fl�=, rT-,
LOT AREA* 9%
LOT COVEiTiOW
Calculations:
BUILDING HEIGHT: ------
Datum Point: Datum Elevation:
Maximum Allowed: Actual Height:
A.D.U. CREATED?: (No / Yes)
SUBDIVISION:
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: (Yes / No
OTHER: jKrSil'24 orz_ -r= .
Plan Review By- CIA-11-po-toph.
NewBPP1anningDataForrn.D0C
EASEMENTNO . ...........................................
The City of Edmonds NEW CONS-14RUCTION REPAIRS Lll) NO . .................. ASMT. NO . ........
-IIT 1,10.2064,58
iCONTRACTOR................................................................. ............... PEIU . ..................
Y.EGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO . ....................................
JOB ADDRESS ........ ..... . )�C
.................................................... ................................................................
Hl ,
G 14 u�j 4,
w
Water Sorvice Drawing
NAMEOF ADDITION . ............................................................. ........................................... ..........
go PIT A--
L"
Approved: z /-
DATE..... .. .. ............... ;4 .......
PV4W-00Ul-1 1175 (REV. I V781 -------
If
The City of Edmonds
Water Service Drawing
EASEMENTNO . ............................................
NEW CONstRUCTION 0 REPAIRS,% 1,11) NO . .................. . ASMT. NO . ..................
.......... PERMIT NO.
OWNEF, N.W ....... ........ F;;_ CONTRACTOR .............................................. ...........................
..5pRe�$
......................
JOB ADDRESS ... �2.1. ... 9,7 .......... I .......................... LEGAL DESCRIPTION: LOT, NO . ...................................... BLOCK NO . ...................................
. ................................................................................................... ......
.......................................................
03
,j
!n
n. T
NAMEOF ADDITION ............................................. ........................................................................
M
U-"*)
10
--K)
11
z
M
Approved:
........ 17. By �.Yj ............
DATE-1—h- '? ... ................
PwW-0001-11175 (REV. 11178)
CITY OF EDMONDS''
Address of Constructio6: 21 :-o
Property Legal Description (Include all easements):
" cc,"I 1)e_/51 / /'-- U�_ , -o -7 oIF7- ,
,,,,A e_,n, r,5 /-\
7-11-
I"
'Pe r1n Z;6, V_lr� 5 (7 0
SIDE SEWER PERMIT
PERMIT 915.9
I I
Owner and/or Contractor:r_c�/K.
State License No
Buildin' Permit No.
0 Single Family
El Multi -Family (No. of Units
A -Commercial
El Public
a
7AJ
Invasion into City Right -of -Way: El No Kyves
RW Construction Permit No.
Cross other Private Property.#(,No Yes
Attach legal description and c8py of recorded easement
LcArAff -
y tfttL,,have,read an §hall comply with all city requirements
as indicatef6on tl� 7�thoe Permit Card.
Date
CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVA
TREA E11-r PL411T
R
7.V1.A G 7E
I F _F,�TION
OFFICE USE, ONLY,:
FOR INSPECTION CALL 771-32192, PUBLIC WORKS DEPT.
41 0
Permit Fee: �z "E AA'1 %01AA,M�_ Issued By
Trunk Charge. V7Z� Date Issued: _��k 7 m
Assessment Fee: Receipt No.:
Lid No.:
Partial Inspection: Date —Initial —
Comments
Reason Rejected: Date —Initial
Final Inspection Approved: Datetoa 3-00 Initial —al.)
PERMIT MUST BE POSTED ON JOB SITE
White Copy: File Gr� Copy: Inspector Buff Copy: Applicant Revised 3�90
Side Sewer Drawing
The City of Edmonds
EASEMENI NO . ..... ------------- --------- --
OWNEF
JOB AD
NEW CONSTRUCTION X REPAIRS E] LID NO . .................. ASMT. NO-- ------
............... ................................. ........ ---------------------- CONTRACTOR C-e,,sT-
------------ ................... I-- ..... PERMIT NO.
DRESS
........... LEGAL DESCRIPTION:
LOT NO. — ------- ................. ......... BLOCK NO.
................ .......................... -------------- ................. ----------------- I --------------------------------- .........................
NAME OF ADDITION ..........
...................... .............. . ......... ........................ -----------------
21-700 gq
HP
Kr4f
Nj
cr joyl,
0
fir
1� f-T
Approved:
--c
�-v rO toot -- 7
VIA epLUNIGER
STATON
PWW-WO 1-11175 (REV. 11/78) DATE
............ BY ..—C ........ .................
CITY OF EDMONDS
COMMERCIAL TENANT IMPROVEMENT/ REMODEL COVER SHEET
2USSlIgm Applicants are to complete the Information In the WHITE BOXES ONLY (Shaded boxes are for city use only).
h buffldin normit application for a commercial tenant improvement/remodel project.
This Cover abaci m"Ust accaripaiii a
PLAN CHECK#
APPLICANT vUc'cl -<:
DATE RECEIVED__(4�)�Q IC30
PROJECT ADDRESS_-J_�" �- V-�' 'ki UNIT #
PROPERTY TAX ACCOUNT PARCEL If
DESCRIPTION OF WORK
OWNER
CONTACT PERSON_
�O �N-7 40Q) - SO 't t I
HONE -I'SO �-Q —7
FA C. AIL
MAILING ADDRESS IL
�CA
�FAX CORRECTIONS El. MAIL CORRECTIONS E] E-MAIL CORREC I NS
By S?
I NN,
. THIS STATEMENT I UNDERSTAND THAT I AM THE CONTACT PERSON FOR THIS PROJECT. IT IS MY RESPONSIBILITY TO
COORDINATE ALL SUBMITTALS WITH THE CITY AND ONLY I CAN MAKE INQUIRIES ON THE STATUS OF THE APPLICATION. I
UNDERSTAN 0 IT IS MY RESPONSIBILITY TO DETERMIN.& IN ADVANCE OF PERMIT SUBMITTAL ANY DISCRETIONARY PERMITS THAT
AY BE APPLICABLE TO T)4IS PROJECT. I ACK !"LGE THAT TO THE BEST OF MY ABILITY I HAVE SUBMITTED ALL NECESSARY
M 'C S ARE REQUIRED.
DOCUMENTATION A COMPLiMPKA ATION AND NO DISCRETIONARY APPROVAL C)
SIGNATURE Li DATE '5� —)
CODE'EDITIbV-$/ 1997 UBC, UMC, UPC, WSEC, VIAG WITH AMENDMENTS (including State Barrier Free Code)
TYPE OF CONSTRUCTION OCCUPANCIES
NUMBER OF STORIES_ BASEMENTS
NUMBER OF EMPLOYEES- TOTAL PARKING SPACES DEDICATED TO TENANT
BARRIER, FREE PARKING SPACES EXISTING PROPOSED
STRUCTURAL CALCS PROVIDED LIGHTING BUDGET PROVIDED
El
EXISTING AUTOMATIC SPRINKLER SYSTEM MANUAL D AUTO
El NONE
EXISTING FIRE ALARM SYSTEM [:] YES NO
DISCRETIONARY APPROVALS ADB CU
OTHER
FIRE PROTECTION INFORMATION (City Use Only)
ALTERATIONS TO EXISTING SPRINKLER SYSTEM
ALTERATIONS TO EXISTING FIRE ALARM SYSTEM
FIRE EXTINGUISHER TYPEIRATING QUANTITY (See plans for locations)
PLUMBING FIXTURES - WAC Table 29-A (City Use Only)
WATER CLOSETS LAWORM
QM SO,FT, E:xlstina Proposed Existing Proposed
It E AL E AL E AL. E
BARRIER FREE RESTROOMS EXISTING PROPOSED
STAFF COMMENTS
PARKING INFORMATION (City Use Only)
USE SO.FT. FACTOR S PACES
REQUIRED
TOTAL SPACES REQUIRED
TOTAL SPACES PROVIDED
BARRIER FREE SPACES REQUIRED
BARRIER FREE SPACES PROVIDED
STAFF COMMENTS
SEPARATE PERMITS (City Use Only)
MECHANICALIHVAC FIRE SPRINKLER
0
PLUMBING
GREASE TRAP
Any request for modification,
variance or other administrative
deviation (herinafter 'variance*)
must be specifically called out and
Identified. Approval of any plat or
plan containing provisions which do
not comply with the city code and for
which a variance has not been
specifically identified, requested and
considered by the appropriate city
ollical in accardaince with the
ppropriat provision of city code or
late law does not approve any
items not to code specification.
VIAO CODE COMPLIANCE INFORMATION (Table 3-4)
OCC.LOAD/
SO.FT FACTOR UK
STAFF COMMENTS
OCCUPANT LOAD CALCULATIONS (City Use Only).
AREA FACTOR
TOTAL OCCUPANT LOAD
STAFF COMMENTS
PERMIT ISSUANCE APPROVALS (City Use Only)
PLANNING REVIEW & APPROVAL
CONDITIONS OF "PROVAL:
DATE
FIRE REVIEW & APPROV , (�
.W
—DATEF - -LC
CONDITIONS OF APPROVAL:
BUILDING REVIEW & APPROVAL_
DATE 9117/00
CONDITIONS OF APPROVAL:
STAFF COMMENTS
L:ktempNbuildingliorms%Tl-rvw.vsd - 7100
ORAMAGE 6WALE
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PROPOSED ALTERATI
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(EL. 351.50)
PAD
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E�IJSTIW. 2,200 5F.
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LOT AREA:
S9WV OF. (227 ACRES)
LOT COVERAGE-
6200 OF. (142%)
TAX ACZOUNT PAFpr—EL
EXISTM
—ULATIONS:
BUILDM WEIGHT CALr
03.55 - Weil - hV4jW - We -%A - 40832
40632 4 - 102AW (AVERAGE GRADE)
0208 2500 - 1279W (MAXIMM ALLOWAME HEIGHT)
ACTUAL BUILDING WEIGWTs -1"2*
LEGEND
EXISTING 2,200 S.F.
STORAGE BUILDING
1404.00
15 -07
n
?LET
PROPOSED ALTERATIO.'
IMAGING CENTER: 4,200 5
4TIO
05
STORAGE: 2,150 S�.
(EL: 351.50')
ftf
EXISTING &-FOOT
54611
0ot
&
ACCESSIBLE ENTRY RAMP
(PHASE TWO)
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EXIST. MANWME
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wQrE R LEAF
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APR 2 4 2000
F� WIMM E)EVELOPMENT SERVICES —CT
T� 3X/30= CITY OF EDmONDS
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APPROVED BY PLANNING
ADB
SUBMITTAL
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Aftachment 2
ADB-2000-34
1. Mark D'Ainato, P.E.
DCI-ENGINEERS City A. Conversano, RE.
9�__
RO= D'AMATO CONVERSANO INC. Elizabeth A. Jensen, P.E.
Roger L. Heeringa, Pt.
Mark D. Aden, P.E.
Harry Jones Il, A
April 21, 2000 DCI No. 00-12-015
City of Edmonds
Development Services Department
Attention: Mr. Gordon Hyde Rec
121 5'h Avenue North Z I V Z
Edmonds, WA 98020 APR 2 4
DEVELOPM
C1,Y ENr svivtc -
OF EDM(.,..,,V,,1;`
Re: Steven's Health Care Imaging Center at 21700 — Highway 99
Dear Mr. Hyde:
This letter is in support of the permit submittal for the above project and specifically
addresses drainage.
Prior to this submittal Darrell Turner, the project Architect, and I met with Jim
Walker to discuss several items including drainage issues. The plans previously
submitted to the Architectural Design Board proposed two curb -cuts into the site
with intent to utilize the existing asphalt surface at the front of the building for
parking. Additional parking was proposed to be accommodated on about 3,500
square feet of new additional asphalt at the north side of the building. Subsequent
to the ADB submittal the City decided to disallow the south entrance which
effectively made the asphalt surface at the front of the building unusable. , In order to
accommodate the parking needs the new asphalt at the north side of the building
would have to be expanded. We discussed with Jim the drainage implications of the
creation of the additional impervious surface.
At the meeting we were told that the City considers gravel to be impervious in both
the existing and developed condition for detention calculations. The proposal
shown on the plans submitted with this letter will not result in an increase in
impervious area as defined by the City. Approximately 4,200 square feet of gravel
will be replaced by new impervious surface.
We were also told that the water quality requirement would depend on the resultant
net change in pollutant generating impervious surface, the threshold being 5,000
square feet. Approximately 4,980 square feet of new pollutant generating surface
will be created. However, about 4,120 square feet of existing pollutant generating
impervious surface will be removed from vehicle traffic at the front of the building.
The net change is 860 square feet, which is well below the threshold. We were
2821 NOWFI-ILIP WAY - SUITE 200 - BELLEVUE, WA 98004 - PI-IONE: (425) 82%60 :,( 2 ) 827 - 8986
! YP8,Ef FILE
Page 2
advised at the meeting that the City encourages as much water quality treatment as
possible regardless of project size. It was decided that we would incorporate a grass -
lined swale adjacent the parking to improve water quality. It was understood that
the extent if swale would be nominal and not need to meet strict design criteria as
the project is below the threshold area.
I trust that the above information will assist you in your review of the plans. If you
have any questions please call me.
Very truly yours,
D'Amato Conversano, Inc.
Nick Bossoff, P.E.
Project Manager
cc: Darrell Turner, Waterleaf Architecture and Interiors
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
C.
June 1, 2000
Mr. Nikolai Bossoff, P.E.
D'Amato Conversano, Inc.
2821 Northup Way, Suite 200
Bellevue, WA 98004
SUBJECT:
Dear Mr. Bossoff,
GARY HAAKENSON
MAYOR
The Engineering Division reviewed your civil site design. The review team notes the
following revisions/corrections.. . Please contact the review team members directly for
questions regarding their comments.
UMMMMMM-] I Iff 11M."
It is City of Edmonds policy not to give credit for conversion of impervious
surface to pervious surface. Detention is required for 4,980 square feet of new
impervious area. Note: Existing gravel converted to paving does not count
toward this total. Please clarift the situation that is proposed. If between 2,000
and 5,000 square feet of new impervious area is being created, please use the
enclosed drainage handout to calculate required detention volume and orifice
sizing. Use the SCS method if there is a sizable bypass area.
The bioswale could be used for storage.
Revise the note for stabilization of exposed soils per the attached.
Provide detail for quarry spall areas on north side of property.
1jqh!r*"'R? U, MEMO
The minimum size parking space is 16'-6" x 8'-6". Handicapped accessible stalls
are required to be 18' long. Provide dimensions for parking stall length.
Ulilities-- J-im -Waite. WaterlSewer Sunervisor at (425) 771-0235- Fxt- 649
• Provide sanitary sewer cleanouts at thi�. property line and at a maximum of 100-
foot intervals.
• Coordinate design and location of the dumpster/recycle area with the Recycling
Coordinator, Steve Fisher, at (425) 771-0235, Ext. 603.
• Show how water will be provided for fire service.
Incorporated August 11, 1890
Sister City - Hekinan, Japan
Nikolai Bossoff, P.E.
D'Amato Conversano, Inc.
June 1, 2000
Page 2
When the revisions are complete, please return the attached redlined plans and report
together with four sets of revised plans and three sets of drainage calculations for
additional review. It will be necessary to provide a construction cost estimate for City
staff to determine the Engineering Division fees and construction bonding mnount. If
you have any other questions, do not hesitate to contact me at 771-0220.
Sincerely,
DONALD FIENE, PE
Assistant City Engineer
DF/GCH/cmc
c: DSC
Rocky Sheldon; Waterleaf Architecture and Interiors; 1218 Third Avenue, Suite. 1412; Seattle, WA 98 101
Stevens Healthcare; 21701-761 Avenue West, #205; Edmonds, WA 98026
RAENGR%G0RDY=34.D0C
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CITY OF EDMONDS Permit No.
FD' 7�
HLE
issue Date
PUBLIC WORKS DEPARTMENT
RIGHT - OF - WAY CONSTRUCTION PERMIT
A. eAddress or vicinity of Construction
Rray ;39r,
r
9 Owner: ccrr�?='y 011" tl 'BIC
1 11,117.
Name AttOntiGRA:
2 � 0. Pon 6 -If, 4
Mailing Address
1Vrk7_*d' UP, Pfloss-03'yo
City, State, Zip Code
0 Contractor:
Name
Mailing Address
0 Permit Issued To: 2--naz-al T,-_1spaCr,.kG Cb. a!' t,�rn
9 Type of Work to be Done: R�qlac.A-
ontnmce cable.
0 Work in Connection With:
0 Sub or Plat F-1 Single Family
2 Comml. / Ind. 0 Apt. Condo.
0 Pavement Cut: 0 Yes M No
r�..D. P22.C11)_?P10353P C1602
State License Number
City, State, Zip Code Telephone Number
I. * * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE. * *
B. APPLICANT TO READ AND SIGN
INDEMNITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless
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
proceedings including defense costs, court costs, and attorney fees by reason of granting this permit.
Upon issuance of this permit, the contractor is responsible for workmanship and materials for a period of one year
following the final inspection and acceptance of the restoration by the Engineering Division.
Funds held from the Security Deposit (estimated restoration fee) will be held until the final street patch 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 in accordance with Traffic
Section of City Code.'Street to be kept clean at all times. A 24 - hour notice is required for inspection by Engineering.
Call 775-2525, extension 2,20',259. Viwk' to ba cm�pletlerl by 4/15/('32.
I understand that this permit must be available at the job site for inspection purposes atiall times.
S Date
ignature:
Owner or Agent
THIS PERMIT MUST BE POSTED AT THE JOB SITE FOR INSPECTION PURPOSES
CALL DIAL - DIG PRIOR TO BEGINNING WORK
C. Issued By
Permit Fee:
Time Authorized: Vold after "';� C'. —days Security Deposit:
Special Conditions:
Ammendments:
Receipt No.: —
Fund Ill Fee:
Street Cut Dimensions
X —
* * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * *
Eng. Div. Deccrriber 1978
FIELD INSPECTION NOTES (Fund 111 - Route cony to Street Dept.
rnMMArjn+- a -
Diagram:
Contractor called for inspection Yes NO
Work Disapproved By: Date: Bv: Date:
Work Approved By: Date:
Inspector:
Ena. Div. December 1978
CITY of EDMONDS --- PUBLIC WORKS DLPARTMENT
Routing of Building Permit Applications
!,roposed Property Address of Application: 21700 Highway 99
DEPARTMENT
COMMENTS
DATE
W A T E R
Water meter is installed within approximateTy -
two weeks of the order for same.
S ':' h E E T
S E W F. R
N "') T E S
'EPARTMENT COMMENTS
9/1/71
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PROP05ED ALTI
IMAGM CENTER:
(EL, 351.59V)
F ---(I
E?,J6T( 2,2 SP.
STORAGE BUILDIW. 0
REF. 7C
0461MQ�r�-�M WALL
EWST. 6-FOOT M1044 UADOO FE
emb"'* *41�0 �F05T WON
WIT. MM .
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PRospect' 6-1107 - -,3vhen work,-,
*XiER7SEWER DEPARTMENT.
(No In.spe
WreMy for inspection.
it N
o" Saturday,siuudaa�.or holidays.):,
`07
��-�'�4ADDRESS; QHi hj
....... V. n
.............. 1 ....... .............. ...................................... .......................................... .......
...............
Fi, _�TOR ..... �ba NJ Con I tra dtovs
_-__C0NTAAG ..... ... .....
.............................. .................................. ......... ......................................................
-19.& for . ..... days'to,RE R a side sewer
PerFWsW# iqk�4nto . ... . .... I A-41
CONNECT
WithCit
Y�-'� eW�is� in a6co r d an c e: wilh 4p pfi catto ii �'6 fij 11 e: and goVeridii g o rd I nances.
T T
-i-RT ii lj�kLLED' TO THE FOLLOWIf-TG:
T�. r. of t e
1� h - pFopie'rii -mgy obt�atn a permit, to construct sewer,inside property.. line.. A- licensed Side sewer Contractor 'must
- !b�.emp�6�qd`to-.consltr4ct side sewer-ld street area.. Do riot: cover, any, portion- of,seWer before At has been 'inspected.
on
N`6T o '2- _�t& 4ull Informati regarding. Ordinance 11.16,030. wid-'Regulations gbverning side sewers when you get permit.
�TE�No �3zw�ToxldfAside,,sewer mdst'ha�e at least 30 Inches --coverage at property line and i2'inches lnside,property� line; r . ninimum. grade of 2%.
-N5r-b-6hdi'-16-'griEdelsh�irper than;% will be permitt6d-
4—Ti&i6h`esJn'�street- ust be waten�settled and surface',of street restered to- original condition. Contractors -shall be responsible. for
m
faffure,*due to Improper work which may deyelop within 7 one year of complett n.
-0
iz�j, NOTE?No. .5--It�iq_unlawful:to.alter--.,or-.do. any other:work than Is, provided, for In the permit, or to do any -work on the main sew r or its -ap-
purtenances except to- insert the pipe Into the wye;
li,
2-5)( 1 (r�
EBD 1-72
FILE
Sh a e -c
�77
BUI LDING DEPARTMENT PLAN CHECK By
D a r'_'e
DESCRIPTION:
Owner:
Builder:
Job Address; I'Mo
Setbacks:
VALUAT TON:
DESCRIPTION FOOTAGE FACTOR A mb m
4bO -7 5'
TOTAL
FEE� 0-6
P. Co FE
PLUMBING:
/,JOAj
BY:
L-1cense No.
No. Fixtures: $1.50 Fee:
,IV. HEATING:
By: License No'.:
Type: Fee:
TDATE R E1E:yjj4/()Z
4�14
13[PERMIT
EXPIRES
CITY 4'61�ONDS
ZONE C(
PERMIT
NUMBER 1jT7-0&)7
CONSTRUCTION PERMIT APPLICATION
JO
ADDRESS
OWNER NAMENAME OF BUSINESS
e—"74 evely 5
A ea
Lf A Y-4p,
PLAT NAME/SUBDMSION NO.
L "To. U
LID NO.
15
MAILING ADDRESS
Von Vol reii
LID FEE $
g
12, i -10 f I 6+k Avio V, W_ 1AI 61 ke-
ButifIGt OF jAY%h&=IAL
STREET MAP
TESCP Approved
W Paralit Required
F
IRtrest Use Peffnit "
CITY ZIP
TELEIIHONE
PROPOSED
Inapecdon Required 13
Sidewalk Required 13
aMM05 9010241
-
REQUIRED DEDICATION— FT
Underground
Wiring required 13
NAME
METER SIZE
LINE SIZE
NO. OF FIXTURES
RV REQUIRED
?,OC"- A ft:UC 609-%r
YEB 13 IN 0 C3
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ADDRESS
REMARKS
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CITY ZIP
TELEPHONE
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NAME
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ENG-NEERING
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FIRE, REVIEWED BY
DATE
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TELEPHONE
—07-
LICENSE NUMBER EXPIRATI ON PATE
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IELINE OR.ADS*
INSPECTION
'EI'D
'WES (3 NO
BOND
POSTED
SEPA REVIEW
COMPLETE EXE Mpf
SIGN AREA I'
ALLOWED PROPOSED
"A HEIGHT
"A OWED PROPOSED
PROPERTY TAX ACCOUNT PARCEL140.
NEW
[j RESIDENTIAL.
[j: PLUMBING if MECH
EXP
LOT COVEFIAGE"',�
REQUIRED SETBACKS (Fr.�-
'PROPOSED SETBACKS (FT.)
0 ADDITION
COMM . ERCIAIL
COMPLIANCE OR
ALLOWED POSED,?
PRO
FRONT SIDE - REAR
FRONT� LIR SIDE REAR
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CHANGE'OF USE
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SIGN
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9Q-
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LOT AREA
PLANNING R�EVIWEWED',1Y
0 REPAIR [3. GRADING FENCE
CYDS 0 X
REMARKS
DEMOLISH TANK. F-1 0 , THER
z
[3 GARAGE vil.4!iLl.
CARPORT 12"ROCKERY ,,."RENEWAL'
(TYPE OF USE. BUSINESS ORACTIVITY) EXPLAIN::-'-.
CHECKED BY TYPE
1
F'CONSTRUCTION ]'Ce�R
OCCUPANT -
NUMBER
OF
MBER OF
ELLING',,
CRITICAL
AREAS
N
GROUP
5
SPECIAL INSPECTOR JARE�A
OCCUPANT
0'
STORIES
ITS
NUMBER
REQUIRED [] YES,
.:. .
—7
LOAD
DESCRIBE WORK TO BE DONE
REMARKS
PROGRESS INSPECrIONS PER UBC 1108/FINAL INSPECTION REaD
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VALUATION
Qr—jMf!-dA'I ad, :IF3=
Description
fF.E E
Description
—FEE
Plan Check
E
GLA23NG %
%
45I.of&OPE
uildinq
NO:
q
VESTED DATE'
'�Plurrlbi'n g-,
Mechanical
THIS PERMIT AUTHOR21ES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
BE DONE ON PRIVATE PROPERTY ONLX ANY CONSTRUCTION ON THE PUBLIC
DOMAIN SIDEWALKS, DRIVEWAYS,
Grading
Recording Fee
(CURBS, MARQUEES, ETC.) WILL REQUIRE
t
SEPARATE PERMISSION.
Engr. Review
City Surcharge
Lu
CLI
PERMIT APPLICATION: 180 DAYS
PERMIT LIM I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
EngrAnspection
State Surcharge
00
SEEM]BACK OF PINK PERMIT FOR MORE INFORMATION
'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
Tratfic Mitigation
Plan Chk Deposit
D
IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
_Z
2
EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES. AND AGENTS FROM ANY AND
Fire Review
Receipt #
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE. ARISING DIRECTLY OR INDIRECTLY
L
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
Fire Inspection
50 -
Total Amount Due
0
x
NOR LIMIT IN ANY WAY THE CITYS ABILITY TO ENFORCE ANY ORDINANCE PROVISION.'
.
Landscapeinsp.
Receipt #
7
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS A PPLICATION; THAT THE INFORMATION
.2
GIVEN. IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
APPLICATION
APPROVAL
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
CALL
This application is not a permit until signed by the
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
Building Official or his/her Deputy: and Fees are paid, and
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
FOR INSPECTION
rec2lpt is acknowledged In space provided.
WORKMEN'S COMPENSAT
��CE AND RCW 18.27.
IA95)
q7L7AT_
i9Z
�9WNER OI(ACfjNT)L I
DATE SIGNED
77'1'-0220
REL S DATE,
ATTENTIOW
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
1333
A FINAL INSPECTION
771-0221
HAS BEEN MADE AND APPROVAL OR A CERTIFI_
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
LE
ORIGINAL YELLOW INSPICTOR
10/01
F"
PI NK-eWNER - GOLD -ASSESSOR
DATE REV It
PERMIT EXPIRES
USE PERMIT
CITY OF EDMONDS ZONE NUMBERZ-to 2-n Z Z
JOB
CONSTRUCTION PERMIT APPLICATION ADDRESS
R EINA�ME OF WOU IN S �00
E/S ION". L6T NO. LID NO.
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LOT.COVERAGE, :REQUIRED SETBACKS (FT.)- -,PROPOSED SETBACKS (Fr.)
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0, OMPLIANCE
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ADDITION C MMERCIAL NO
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ATE
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rl REMODEL t, MULTIFAMILY SI N REQ`D L PROVIDED
o CE Nb C#A*46CIVaj�;i 7-M -0z
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OTHER
DEMOLISH TANK
o GARAGE RETAINING WALL F RE SPRINKLER
z CARPORT ROCKERY 13 ME ALARM
(TYPE OF USE, BUSINESS OR
CHECKED BY ITYPE T ON go OCCUPANT
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'A
Lu NUMBER ONUMBER'OF, CRITICAL
aOF WELLING' AREAS SPECIAL INSPECTIONTREA OCCUPANT
to I R '1� . D
0 STORIES UNITS�� NUMBE REQUIRED ,YE'S LOA
DESCRIBE WORK TO BE DONE
REMARKS
PROGRESS INSPECTIONS PER USC 108/FINAL INSPECTION REQ'0
7
J
VALUATION7
$
Description FEE Description FEE
Plan Ch,ack State Surcharge
HW Po!�RCE GLAZING % 1LOTIplpi, % 'r,
Buildinq,�Pprrn!e� City Surcharge
A "'- 115 f
PLAN CHECK NO: VESTED DATE 1,,� Y1 11P
0,z -3 q,-Z- I plurnbingJ
THIS PERMIT AUTHORCES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO Mechanical
t BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE Grading
SEPARATE PERMISSION.
Engr. Review
PERMIT APPLICATION: 180 DAYS
PERMIT LIMrP I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS Engr. Inspection
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE. HEIRS, ASSIGNS AND SUCCESORS Fire Review Plan Chk. Deposit
IN INTEREST, AGREES TO INDEMNIFY; DEFEND AND HOLD HARMLESS THE CITY OF
2 EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES. AND AGENTS FROM ANY AND Fire Inspection Receipt #
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 MODIFX WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE Landscape Insp. Total Amt. Due If ZT-1
0 NOR LIMIT IN ANY WAY THE C17YS ABILITY TO ENFORCE ANY ORDINANCE PROVISION."
x . Recording Fee _rZeipt #
I HERESY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
GIVEN IS CORRECT, AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF APPLICATION APPROVAL
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC' This application is not a permit until signed by the
T'QN: AN" DOING THE Vy^ AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED CALL Building Official or his/her Deputy: and Fees are paid, and
E
INIOVIO ATIO OF THE AtO E f THE STATE OF WASHINGTON RELATING To FOR INSPECTION receipt Is acknowledged in space provided.
SA?;UV
IVA N'S OMPEN AND RCW 18.27. OFFICIAL NA1 DATE
SIMER 14 7110/0 ie,
DATE SIGPED (425)
10 771 -0�220t -
\� RELEASED Y �A;/
ATTENTION M 1333 1 ,4 m
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL k. 16/
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- ORIGIIWFILE YELLOWIIN
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 PINK -OWNER GOLD -ASSESSOR
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CENTER IE = 334.6
I - - li� CB, RIM = 343.50
"P. 0�b I -( x"' 12" DI NW, IE = 34-1.1
CIIANNEL CEN R IE = 348. 354)- 11
x "v
I - X+ x QUARR'f 12" DI NE, IE = 338.2
SDMH 4RIM = S60-61 F�
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x
(J5 0) x4- 'a
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x tp Q0 x 5
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IMAGING CENTER
.Center 21700 Highway 99
Edmonds, WA.
ENTRY CANOPY
ISSUED,
MARK DATE DESCRIPTION
1 01-109-06 PRICING SET
2 02-06-06 PERMIT SET
.3 03-06-06 REVISED PER PLAN
REVIEW COMMENTS
4- 04-18-06 REVISED PER FIELD
MEASURMENTS
PROJECT NUMBER 06009-00
PUBLICATION DATE' 1/09/2006
DESIGN BY im
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REGWMRED
ARCHITEOT
OF WIGTON
SITEPLAN
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VvVVVV.COLLINSWOERMAN.COM
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ASH
ASPHALT SHINGLE
BD
BOARD
BLDG
BUILDING
BLKG
BLOCKING
BM
BEAM
BOT
BOTTOM
CAB
CABINET
CCT
CUBICLE CURTAIN TRACK
CL
CENTER LINE
Cl
CONTROL JOINT
CLG
CEILING
CLR
CLEAR
CMU
CONCRETE MASONRY UNIT
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COLUMN
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CONTINUOUS
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CORRIDOR
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CERAMIC TILE
CTR
CENTER
DBL
DOUBLE
DEG
DEGREE
DEPT
DEPARTMENT
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DIAMETER
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DRILLED IN CONCRETE ANCHOR
DIM
DIMENSION
DISP
DISPENSER
DN
DOWN
DR
DOOR
DS
DOWN SPOUT
DWG
DRAWING
DWR
DRAWER
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FDN FOUNDATION
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FINISH
FLR
FLOOR
FT
FINISH TRIM
FTG
FOOTING
GA
GAUGE
GL
GLASS, GLAZING
G
GROUT
GWB
GYPSUM WALL BOARD
HDWD
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HEADER
HGT
HEIGHT
HM
HOLLOW METAL
HR
HOUR
JAN
JANITOR
LTG
LIGHTING
M
ENTRANCE MAT
MAX
MAXIMUM
MDO
MEDIUM DENSITY OVERLAY
MDF
METAL DOWNSPOUT & FLASHING
MECH
MECHANICAL
MFR
MANUFACTURER
MIN
MINIMUM
M. 0.
MASONRY OPENING
MR
METAL ROOFING
M.S.
METAL STUD
MTL
METAL
N
NORTH
NIC
NOT IN CONTRACT
NTS
NOT TO SCALE
Oc
ON CENTER
OPP
OPPOSITE
p
PAINT
PLWD
PLYWOOD
PR
PAIR
PTN
PARTITION
R
RADIUS
R.O.
ROUGH OPENING
RUB:
RUBBER
S
STAIN
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SQUARE FEET
SHTG
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Sim
SIMILAR
SQ
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ST
STUCCO
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TEMPERED SAFETY GLASS
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TOP AND BOTTOM
T&G
TONGUE AND GROOVE
T.O.
TOP OF
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TOP OF MASONRY
TOW
TOP OF WALL
TYP
TYPICAL
UBC
UNIFORM BUILDING CODE
UNO
UNLESS NOTED OTHERWISE
UON
UNLESS OTHERWISE NOTED
VT VINYL TILE
W WEST
WD WOOD
1. ALL WORK TO CONFORM TO THE UBC 1997 EDITION AND ALL LOCAL CODES AND ORDINANCES. CONTRACTOR SHALL INFORM THE LOCAL BUILDING
DEPARTMENT AND INSPECTION AGENCIES WHEN INSPECTIONS OR TESTS ARE REQUIRED TO CONFORM WITH BUILDING CODE REQUIREMENTS.
2. ALL DIMENSIONS ON THE PLANS ARE SHOWN TO THE FACE OF FINISH, FACE OF CONCRETE OR FACE OF CMU UNLESS DESIGNATED OTHERWISE.
3. THE CONTRACTOR SHALL BE RESPONSIBLE TO FEILD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH THE
WORK. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL DIMENSIONS FOR EQUIPMENT OR SUBCONTRACTOR FURNISHED AND INSTALLED WORK.
4. THE CONTRACTOR SHALL CONSULT THE PLANS OF ALL TRADES FOR THE OPENINGS THROUGH SLABS, WALLS, CEILINGS, ROOFS, AND SHEAR WALLS FOR
ANY DUCTS, PIPES, EQUIPMENT, OR OTHER PROVISIONS. CONTRACTOR SHALL VERIFY THE SIZES AND LOCATIONS WITH SUBCONTRACTORS OR OTHER
SUPPLIERS AND PROVIDE FRAME OPENINGS IN WALLS, CEILINGS, FLOORS, OR ROOF FOR HVAC, MECHANICAL, OR ELECTRICAL WHERE REQUIRED A,ND NOT
OTHERWISE SHOWN ON THE PLANS.
S. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A COMPLETE SET OF AS BUILT DRAWINGS FOR THE STRUCTURE, PLUMBING, HEATING,
VENTILATION, ELECTRICAL, AND OTHER WORK CONCEALED BY FINISHES.
6. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO THE STRUCTURAL ENGINEER OF RECORD, SUCH STRUCTURAL ITEMS FABRICATED IN THE SHOP
PRIOR TO FABRICATION AND INSTALLATION. THE STRUCTURAL ENGINEER WILL REVIEW SUCH SHOP DRAWINGS FOR APPROVAL.
7. THE OWNER SHALL PAY FOR ALL PERMITS NECESSARY INCLUDING ALL OTHER FEES CHARGED BY OTHER PUBLIC AGENCIES IN ASSOCIATION WITH THE
PROJECT.
S. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE FOR A COMPLETE FINISHED PRODUCT, JOB, SPACE, OR ASSEMBLY. THIS INCLUDES ANY REQUIRED
PATCHING, AND/OR REPAIRING OF SURFACES WHICH ARE DAMAGED BY OTHER TRADES DURING THE COURSE OF CONSTRUCTION.
9. THE CONTRACTOR SHALL PROVIDE COMPLETE FINISH OF ROOMS, SPACES, WALKS, FLOORS, CEILINGS, DOORS, WINDOWS, SOFFITS, AND FURRINGS;,
LEVELING AND PATCHING WHERE REQUIRED.
10. THE CONTRACTOR SHALL PROVIDE COMPLETE SAFETY PROVISIONS AND PRECAUTIONS ON THE SITE, YARDS, PASSAGEWAYS AND THE NECESSARY
SECURITY, SAFETY, AND PROTECTION TO THE EXISTING FACILITY.
11. THE CONTRACTOR SHALL MAKE NECESSARY ARRANGEMENTS WITH THE LOCAL JURISDICTIONS, PUBLIC WORKS, OR OTHER AGENCIES WHERE REQUIRED
TO BLOCK SIDEWALKS, STREETS, OR OTHER PUBLIC WAYS DUE TO CONSTRUCTION.
12. ALL PIPING IN CEILINGS AND EXTERIOR WALLS SHA LL BE ON THE WARM SIDE OF THERMAL INSULATION. ALL WOOD WHICH COMES INTO CONTACT WITH
CONCR,rrE OR MASONRY SHALL BE PRESSURE TREATED. PROVIDE BACKING, FURRING OR BLOCKING REQUIRED FOR INSTALLATION AND ATTACHMENT OF
WORK BY ALL OTHER TRADES. ALL STEEL EXPOSED TO THE WEATHER SHALL BE HOT -DIPPED GALVANIZED AFTER FABRICATION AND SHALL BE PAINTED.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE, VERIFICATION OF ALL EXISTING UTILITIES AND THEIR LOCATIONS.
14. *ALL STRUCTURAL METAL AND METAL BEAM SEATS SHALL BE FINISHED WITH A CORROSION INHIBITING FINISH AFTER FABRICATION AND BEFORE
INSTALLATION.
15. ALL METAL STACKS, VENTS, GRILLES OR REGISTERS WHICH PROJECT THROUGH THE ROOF OR WALLS SHALL BE PAINTED TO MATCH ADJACENT SURFACES
UNLESS OTHERWISE NOTED.
16. ALL DOWN SPOUTS AND CATCH BASINS SHALL BE CONNECTED TO POSITIVE-OUTFALL OR STORM SEWERS/DRYWELLS. SUCH LINES SHALL BE SEPARATE
FROM FOUNDATION DRAINS.
17. THE CONTRACTOR SHALL CONSULT THE ARCHITECT OR STRUCTURAL ENGINEER BEFORE ANY MAJOR FRAMING MODIFICATIONS; INCLUDING, BUT NOT
LIMITED TO, MODIFICATIONS THAT WOULD INVOLVE ANY WALL PENETRATIONS, CUTTINGS OR DRILLING OF BEAMS, SHEAR WALLS, FOUNDATIONS, FLOOR
OR ROOF TRUSSES OR BEARING STUDS.
i8. THE ARCHITECT ASSUMES NO RESPONSIBILITY AS TO THE PHYSICAL CHARACTERISTICS OF THE SOIL, OR ACCURACY OF ENGINEERING DATA SUPPLIED BY
OTHERS.
19. CONTRACTOR TO VERIFY CONSTRUCTION DOES NOT ENCROACH INTO REQUIR ED SETBACKS A14D EASEMENTS.
20. ALL WORK SHALL BE INSTALLED/CONSTRUCTED IN ACCORDANCE WITH MANUFACTURERS LATEST RECOMMENDATIONS OR WRITTEN INSTRUCTIONS.
21 ALL EXPOSED GYPSUM BOARD TO HAVE METAL EDGES AT ALL CORNERS AND WALL INTERSECTIONS.
22. ALL GLASS AND GLAZING SHALL COMPLY WITH CHAPTER 24 OF THE 1997 UBC AND THE U.S. PRODUCT SAFETY STANDARD FOR ARCHITEC11JRAL GLAZING
MATERIALS ( 42 FR 1426; 16 CFR PART 1201
23. THE CONTRACTOR SHALL VERIFY ALL DOOR AND WINDOW ROUGH OPENING DIMENSIONS WITH DOOR AND WINDOW MANUFACTURERS. NOTIFY
ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES
24. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.
25. PROVIDE DRAFT STOPS AND FIRE BLOCKING PER UBC SECTION 708.
26. CONSTRUCTION DRAWINGS ARE DIAGRAMMATIC AND DO NOT INTEND TO SHOW ALL DETAILS OR CONDITIONS OF CONSTRUCTION. THE ARCHITECT
ASSUMES NO LIABILITY OR RESPONSIBILITY FOR ERRORS OR CONFLICTS WHICH MAY OCCUR BECAUSE OF THE ARCHrrECTS EXCLUSION FROM
PARTICIPATION IN THE ACTUAL CONSTRUCTION PHASE OF THE PROJECT.
swiroot
EXISTING
FARKIN(S
LOT
(STEVENS
P06101TAL)
EXISTING FARKING LOT
(TOF FOOL)S) r
7 UT
90st
STEVENS HEATHCARE
21701 76TH AVE. W. SUITE 205
EDMONDS, WA 98026
SCALE: I" = 50'
ARCHITECTURAI -
ii rECTS PHONE: (425) 778-1530
;Jvu FAX: (425) 774-7803
CONTACT:
------ ROGER A. PECK
rpeck@taylorgregory.com
GENERAL CONTRACTOR:
TO BE DETERMINED PRIOR TO PERMIT PHONE: -
ISSUE FAX:-
CONTACT: -
G 1%
ENERAL INFORIIVIIIATION
PROJECT DESCRIPTION:
A NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT INVOLVING
THE CONVERSION OF AN EXISTING OFFICE INTO A GENERAL
RADIOLOGY ROOM. NEW CONSTRUCTION INCLUDED UPGRADED
LEAD SHEILDING, CORRIDOR AND EMERGENCY EXIT
IMPROVEMENTS, AND THE CONSTRUCTION OF TWO PRIVATE
OFFICES.
EVALUATION OF IMPROVEMENTS
CURRENT ESTIMATE: $42,000
MECHANICAL / HVAC DESIGN
BIDDER DESIGN UNDER SEPERATE PERMIT
ELECTRICAL
BIDDER DESIGN UNDER SEPERATE PERMIT
GOVERNING CODES
1997 UNIFORM BUILDING CODE W/ WA. AMMENDMENTS
1997 UNIFORM PLUMBING CODE
1997 UNIFORM MECHANICAL CODE
1997 WASHINGTON STATE ENERGY CODE
TAX PARCEL NUMBERS:
5807-000-030-0008
ZONE CLASSIFICATION:
CG2
AREA CALCULATIONS: (EXISTING VS. PROPOSED)
EXISTING FIRST FLOOR 6,270 SF
NET AREA OF TENANT IMPROVEMENTS 1,700 SF
EXISTING AREAS: PROPOSED AREAS:
OFFICE (B) 4,953 SF OFFICE (B) 5,3437 SF
STORAGE (S-1) 1,317 SF STORAGE (S-1) 933 SF
6.270 SF 6.270 SF
NO CHANGE IN NET FLOOR AREA THIS PERMIT -
CONSTRUCTION TYPE
EXITSTING CONTRUCTION: TYPE III-N
PARKING CALCULATIONS:
EXISTING STANDARD STALLS: 19 STALLS
EXISTING ADA ACCESSIBLE STALLS 2 STALLS
TOTAL: 21 STALLS
- NO CHANGE THIS PERMIT -
FIRE DETECTION AND SUPPRRESSION
N EXISTING SMOKE DETECTION / FIRE ALARM SYSTEM TO BE
REMODELED TO MEET CURRENT ZONING REQUIREMENTS. SYSTEM
TO BE BY BIDDER. DESIGN UNDER A SEPARATE PERMIT.
LEGAL DESCRIF no I NION SYlm"lBOL LEGEND
THE NORTH HALF OF TRACK 28, SOLNER!S FIVE ACRE TRACTS. ACCORDING TO DErAIL NUMBER
THE PLAT THEROF RECORDED IN VOLUME 7 OF PLATS, PAGE 25, IN SNOHOMISH DETAIL WINDOW
COUNTY, WASHINGTON. 9CSHEET NUMBER DESIGNATION 0 TYPE
DETAIL NUMBER DOOR
SECTION NUMBER
SHEET NUMBER
A REVISION
NUMBER
DErAIL NUMBER INTERIOR WALL PARTITION
2 0.00 ELEVATION < > TYPE
SHEET NUMBER
OFFICE ROOM NAME 0 NOTE
AND NUMBER @ GRID LINE
INDEX OF SHEETS
ARCHITEC7URAL
AO.00
COVER SHEET
A1.10
SITE PLAN
A2.10
DEMOLITION PLAN
A2.11
FLOOR PLAN
A2.12
REFLECTED CEILING PLAN
A3.00
DOOR AND REUTE SCHEDULE, DOOR AND RELITE DETAILS
A3.10
INTERIOR ELEVATIONS, MISC. DETAILS
A4.00
EXTERIOR ELEVATIONS
56tpe' 0 �- W&rk' 01- 4kA fml+u'� (R,.p Z'o ((- Oq zf,)
S-'jiLDilN'G DE-.PAF I ITIN,1:"!�T
UPI C�:
EGIS ERED
A C T CT
R HTI E
L. KENT GREGORY
STATE OF WASHINGTON
a p
a
im
0
c )
Revisions
2/277/02
Al PERNUT APPLICATION 4/12/0,7
A
A
A
A
41
A
A
a TA
Project No.,-� 02003
Date- 2-6-02
RAP.
DrawingNo.
A0*e 0 10
� f
BENCHMARK AND DATUM
ABBREVIATIONS
ACP Asphaltic Concrete Pavement
With
N
North(ing)
DATUM: CITY OF EDMONDS
ADD'L Additional
wr
Weight
NO
Number
BENCHMARK: "M* IN MUELLER FIRE HYDRANT SOUTH SIDE
AD Am Drain
WWF
Welded Wire Fabd ' cl
OC
on center
OF 218TH ST. NEAR NE CORNER OF APARTMENT BUILDING
ADJ Adjacent
YD
Yard Drain
O/W
Oil water
NUMBER 7430.
ANSI American National Standards Institute EQUIV
Equivalent
P
Power
ELEVATION. 377.63
APPROX Approximate(ly)
EVC
End of Vertical C�!"
PC
Point of Curvature
UTILITIES SHOWN ARE BASED ON OBSERVATION OF SURFACE
ARCH Architect(ural)
EXIST
Existing
PIV
Post Indicator Valve
FEATURES AND RECORD DRAWINGS. HELD LOCATIONS MUST
ASSY Assembly
FD
Flooir Drain
PP
Power Pole
BE VERIFIED PRIOR TO ANY CONSTRUCTION. CALL 1-800—
am Building
FDC
Fire Department Connection
PL or It
Property Line
424-5555 FOR VERIFICATION.
BM Benchmark
FDN
Foundation
PSF
Pounds Per Square Foot
FEATURES/DATA TAKEN FROM RECORD DRAWINGS
BNDRY Boundary
FFE
Finish Floor Elewtion
PSI
Pounds Per Square Inch
am Beginning of Vertical Curve
FH
Fire Hydrant
PT
Point of Tangency
C Cable TV
Fl.
Flanged
PVC
Polyvinyl Chloride
C&G Curb and Gutter
FLR
Flo"
PVI
Point of Vertical Inflection
CB Catch Basin
FOC
Face of Curb
CITY
Quantity
cc Concrete Curb
FS
Finished Surface
RAD (R)
Radius
CD Concrete Drive
Fr
Foot (feet)
RCP
Reinforced Concrete Pipe
CF Cubic Feet (Foot)
FTG
Faoting
RD
Road
Cl Cost Iron
G
Gas Main
REF
Reference
Ci Construction Joint
G8
Grade Break
REOD
Required
CL Class
GRD
Grade
RET
Retaining
CL or Center Lim
GV
Gate Valve
ROW
Right of Way
CMP Corrugated Metal Pipe
HI3
Hose Bibb
SHT
Sheet
CONC Concrete
HDPE
High Density Polyethylene
Sim
Similar
CONST Construction
HORIZ(H)
Horizontal
SPEC
Specification(s)
CPEP Corrugated Polyethylene Pipe
HT
Height
STA
Station
CTR Center(ed)
HYD
Hydrant
SQ.
Square
Cy Cubic Yard
"ID
Inside Diameter
SS
Sanitary Sewer
DCVA Double Check Valve Assembly
IE
Invert Elevation
Storm Drain
DDCV Double Detector Check Valve
IN
Inch(es)
SID
Standard
DEPT Department
INV
Irrvert
TOE
Toe of Wall, or Slope
DET Detail
IRR
Irrigation Water
T
ire
Telephone V
DI Ductile Iron
Lie
PoundI)
TC
Telephone Conduit
DIA (0) Diameter
LCPE
Lined Corr%�!'Ledj,?'!�yellylene
Linear Feet
Pipe Toe
Top of Curb
EXIST. FEATURE LEGEND
DIM Dimension
LF
TG
Top of Grate
DS Down Spout
MAT'L
Material
TEMP
Temporary
DWG Drawing
MAX
Maximum
TOP
Top of'Wall, or Slope
0 CB CATCH BASIN
E East(ing)
MFR
Manufacturer
TV
Television Vire
[I YD YARD DRAIN
EC Electrical Conduit
MH
Manhole
TYP
Typical
@ CBMH CATCH BASIN MANHOLE
ECC Ektruded Concrete Curb
MJ
Mechanical Joint
VC
Vertical Curve
ELEV Elevation
MIN
Minilmurn
VERT (Y)
Vertical
0 SDMH STORM DRAIN MANHOLE
EOP Edge of Pavement
MISC
Miscellaneous
WM
Water Meter
0 SSWH SANITARY KWER MANHOLE
0 CO CLEANOUT
LEGEND
LIGHT POLE
-0- POWER POLE
STORM PIPE
TOP OF WALL/W OF WALL
E— GUY ANCHOR
M
EJO ELECTRICAL JUNCTION 13OX
CATCH BASIN
TOP AND TOE OF SLOPES
— — — — — — — — —
WV WATER VALVE
STORM MANHOLE
OR
3:1—
SCY SPRINKLER CONTROL VALVE
SLOPE INDICATORS
—72:1
HB HOSE 1319
SANTARY SEWER PIPE
EB WM WATER HM
RIP RAP
FH RRE HY1RANT
SANITARY SEWIR MANHOLE
FILTER FABRIC FENCING
GM GAS ME -ER
WATER MAINS
—W — — — — — W-----
MOWTORING VELL
RAIN WATER LEADERS (RVL)
FF=350.59 X FINSHED FLO)R ELEVATION
FIE HYDRANT AND FDC
.EL SUN
CLEANOUTS (C.O.) SS. AND Rk
0 0
WR WFIEELCRAIR RAMP
WATER METERS
DODUOUS 'REE
0
INTERCEPTOR AND BIG-SWALES
C04IFER TRE!
WATER VALVES
X X X -X FEICE LINE
CEMENT CONCRETE
—P UMERGROUN) POWER LINE
FITTINGS VATH THRUST BLOCKS
P P OERHEAO POWER LINE
COORDINATES, & LEADERS
N 1000.00
'=�00
W— WMER LINE
SURFACE WIR AND PIPE DIRECTION FLOW
SURM DRAIN LINE
S— SWITARY SEM LINE
—(457)—
STUBBED & PLUGGED LINE
EXISTING CON7WIT LASaS
_fM RRCE MAIN (ABANDONED)
PROPOSED CONTOUR LABELS
--,�457
DMUDED CONC. CURB
75dL5
CURB & GUTTER
GROUND SPOT ELEVATIONS (TENTHS)
+ 75A 5
75dt55
FINISHED SURFACE ELEVATIONS (HUNDREDTHS)
+756.75
ASPHALT CONCIIETE PAVEMENT
'00
-NA
V
NOT TO SCALE
OWNER / DEVELOPER
STEVEN'S HEALTH CARE
21701 76th AVE W. #205
EDMONDS, WA 98026
(206) 343 0236
ARCHITECT
WATERLEAF ARCHITECTURE AND INTERIORS
1218 THIRD ,WE, SUITE 1412
SEATTLE, Wh' 98101
(206) �0236
FAX (206) 34.3-0241
SHEET INDEX
CIVIL ENGINEER
D'AMATO CONVERSANO INC.
2821 NORTHUP WAY, SUITE 200
BELLEVUE, WA 98004
(425) 827-2238
FAX (425) 827-8986
SURVEYOR
REID MIDDLETON
728 134th ST SW, SUITE 200
EVERETT, WA 98204
(425) 741-3800
FAX (425) 741-3900
TITLE SHEET 'I& VICINITY MAP ......................................................... C-0
TESC & DEMOLITION PLAN ............................................................. C-1
HORIZONTAL CONTROL PLAN .......................................................... C-2
GRADING & STORM DRAINAGE PLAN .............................................. C-3
MISCELLANEOUS.) DETAILS ................................................................ C-4
0'r S
GENERAL N IE & MISCELLANEOUS DETAILS ................................ C-5
SHEET NO.
C-0
L-
1
A
S89* 1 3'00"E 331.60'
ASPHALT
2
3
4
5
, e"y ]ALT C13, I'lld = 311171 --- --
ASIDI 12" 1�'IVC W, IE 541.7
0
b, T Acd -1 IAl__T 12" DI SW, IF: 31111:4-,
AQD1-4A"_ x ASPHALT ROW OF 17 POPLAR
2
:> \,.) _`
11% ej vx
a
x x 0 1,2
qP#P 12 .�pl 12" 12" 12 1� 2-8,, 1
A R�E 'I _R 1,
yl) %
8 11 1. . . ill h=_7 , - i3 0
x 1,to 8 'P1 2" 10" 1 1' 1201 1 6to 12" PVC CULVI:
43,
x
x
_Tx,
V �F`
.�4) x3t, �x (��2 x
lz �1 - ?N; I IE 314.
x
W! L
4�
IV 1-111-1 __A� X7
x -77�
N 5Z- A
3� ;65 -- — — — — x 1�;
x y
E 3_' '_6-CF1A11Q_1NK
co X— 7707 x
0.1p -13'00" ITI' x
x x #
x - ----- T
x
x
— ------ 4_1 x
x
- i
x
ILI �4,%Y'l
x
x x
x x x
x SSM RIM 360.67
PLA x x
i, 1"4
>
x QUARIZ�'
SDMH SRIM 3\60.61
A f �A[_LS
x x pf — 1`0
6\ sp X\
4)
X1
8 VC E & x
x
CIIANNEL CENI�R IE 548.1 (35 4) - x 1�1 x
x
12" �kC SW &.)E, IF �'�548J3 0,5 0) -
x
QUARRY '-P.'
x x u: x Is
x
_[ICAL 18" ----0
x V�V x
,:p xl�x 4 x
x x
V
AbS PIPE P
x J, "V - k "r / " I
x 4
x
SDMH, RIM 359,20 x
xxx
x -XIS I
STRUCI'URE INSIDE J
6"
12- METAL NE, IF 349.9 _&ARRY x x
. �l x
Al
AL I�S- -
WATER SURFACE = 349.9 xl�
�61
A
ASPHALT
E
ASPHALT
G
,e
— — — — — — — — — — — — --
Ai
FENCE 0.5' N OF
PROPERTY LINE
I
N
1, RIM --:-- 3.13-53
.4c Cvill" c"r 11,11-
4. cot
CHA1,11AEL
lL_. = 33d.5
S'silly'll 1, R110 34.3.99
�_i` syl 8" r'llilli !. " , r , .,k
1'2"' PVC N, C-'I IAN N EL.
'[NI_LR 1E 334.6
C 13, RI 10 343,50
-12" DI NVI'll, IF 3,111.1
12" DI NF, IF 1_9_V2
1— . . ,
IF
x x x
SIC x x x
x
X
x x //,
Y"
41
x x
x
x P54)
x
x 6
Aj k)
all")
x
x
x x
C40 f4l, OF
x
'L �k'� I :', I x
x
x A,) I
x
0
x c) Y)
x
ry .0
&) Al
x
61'
/0, IV
x 69
x
10 016V'R & I L I F`PI 101 JL__
X x 6 6,'
9 01 (J02 Y �jll y -
`h-i
4 k
x x
x x
x
x
X 8
(X EXISI.
V.m JP'
< x
... . ....... SIA11-1, RIM 154fil. I
u 'RAVE1
x '12" ADS SWI, IF ��,I I A
ILL Eh x
/X
18" COFIC SE, IE
4
x4REMOVE EX
x ISTING�
X
ASPHAI.T
x
x x
x Ij 1 `817 EXISTING
PORT)OI REMOVE EXISTNG
x x x BULDING TO BE GATE & FENC--_ FILTER FENCE
x
REMOVED, SEE ARCH
_X
"V/
J"MONITORI x REMOVE EXISTING ?x
xl,��,; NG WELL REMOVE EXISTING 8
TO REMAIN. ADJUST CONOFIETE SLAB RELOCATE GUY DURING CONSTRUCT10N
CONCRETE
RIM TO FINAL GRADE -COORDINATE WITH POWER COMPANY
C 0, RIM = 351.19
x CLEAN AND FLUSH f %.L 017 DIRF x C Tc
$1 PVC E, IE 348.0 A H BASIN
STORM SYSTEM x
+ ADJUST RIMS TO PROTECT10N
b- EXIST. SEE DETAIL (TYP
x
x x FINAL GRADE
GRAVEL.
A.4,
YL), RlIvI x
T 3116,57
PVC SE, IF 350.1 x
x
.141 IF 2- 5
X'
x
x
RETAIN AC CONSTRUCTION
ENTRANCE FOR AS LONG AS
A
x iip - -----
POSSIBLE
k_
A-1
p
G VC NW
CAP AND ABANDON
tie 4ip k6' IF 350. 1
x
x EXISTING SEWER SERVICE
REMOVE TREE PER CITY STANDARDS.
Lj c14
Z: 0 11 LOCAT10N SHOWN
(TYP) 4.
NiFTAL APPROXIMATE, FIELD
Ld
Z U)
-M
VERIFY
Ld L BUILDING Cj.
x x
Lu
F F 3 5 1-.5- 4-
u) Ld
z
x , < I C13, RIIA 34 7
0
3 d
Lij 1 ADS NE., 11:
x
11. 3-el
x 12" ADS
_j
0
x
V) 0 x
P
C)
10 _0 Lij Iv
x
CAP AND ABANDON
_x
x x
EXISTING WATER SERVICE
x 351.31
jq�
x PER -CITY STANDARDS
PVC �Y I E f-1 0 3
3 REMO COIIIII
8" c 340 5 WALK WAY
Ld ONc 41
x
GRAVEL CONCRI�,I E x'
x vv
x it,
_P x
x X_ XX
x X
x x CONCRETF� OOF Lll,�i _x xe
_;k� �SPHALJ
+x Ix X
x cv, A
Z", 1. , 94.
COVERED OPEN BAY
x
1'j
FF=354.53 < 6'41� k., 3 51 .9
43 IV
_E FLOOR
x 4, V\
CONCREI _LEC I RIC 3 '0,
4+
x B CONIC
'X _00i 4 L
LOCK
IMMRt-tE 7- -- — — — — — — —
4" FL.EX
!_jZ
x
BLOCK WALL ------ C13 Idlyl
CONCRETE
x'r BLOCK WAL. A� 1,1t
7�e
x 1 A I FI. E 117 -1,V5.7
FENCE 0.2' N �PF�j RR _FI
I:*1/' "GA
x _`RR I IFJ _\LL _y x E I S I'l H G P't -R & CAI), 111C 911-35"
4- 4" Nag* 11 '09 V 547,�l 6' _FY C
PROPERTY L 19 E,�,j
- - -- -------------------- o F 1v 11-) 0. 1' 11 OF PROPER OR
CONCRE�,r WALK -,A - ------
&ECTR C VAULI
Wi P1 441TER
o
4"
x
1, ['Ad U.,_1 0
F I I
V/4, I
CH, RIM 354.8 1
LAWN V A" rill , (1 IA11111i
C, III I FR 11. �11 I A
12" cklp s "IV, C B M 11, R I Ivil 35 1. 7 2
IE 351.5 4-" PVC S, IF -- 351.2
SHOPPING CENIER DRIVEWAY
y V1
P-
C H R IM 3,19 .711
X
1z (Avit _)vy, 11- = J'+/.l
h
8 11�'
lqv,/. 11- _5,55.13
IL �'11'55.5
CONSTRUCTION SEQUENCE
1. CALL FOR A PRE —CONSTRUCTION MEETING WITI-I THE CITY INSPECTOR PRIOR
TO STARTING ANY WORK.
2. FLAG CLEARING LIMITS INDICATING WHICH TREES ARE TO BE SAVED.
3. PROVIDE CB PROTECTION PER DETAIL
4. MAINTAIN TEMPORARY CONSTRUCTION ENTRANCE.
5. INSTALL FILTER FENCE. PERFORM SITE DEMOLITION AND CLEAR AND GRUB
SITE. ADDITIONAL FILTER FENCE MAY BE REQUIRED AROUND THE PERIMETER
TO PREVENT SILT LADEN WATER FROM LEAVING THE SITE.
6. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS,
WHERE NO FURTHER WORK IS ANTICIPATED FAR A PERIOD OF 15 DAYS,
SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED EROSION &
ellit-MilliAll"Ll-r ^—LI1
IKUL MILIMUU11), ktAl ZittUINU, MULUNINU. NiL11INU, LKWAUN
DNTROL METHODS.)
SITE.
ES AND PERMANENT STORM DRAINAGE SYSTEM AS SOON AS
4D PAVE.
ID MULCH ALL EXPOSED AREAS THAT ARE NOT LANDSCAPED.
)RARY EROSION CONTROL FACILITIES, ONLY, AFTER ENTIRE
IZED AND THE POTENTIAL FOR EROSION HAS PASSED.
.T THAT HAS ACCUMULATED IN THE PERMANENT STORM
TEM.
0.**, 4
qv i
13�
m
Z
00
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4
q
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cp
U) 0
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< c) 0
Z
w c\j w
w
SHEET NO.
CALL 48 HOURS BEFORE YOU DIG
c I cn
1-800-424-5555 -0.1
0
a:
Date - 20000605.1005 File : 0:\Dci—CiVil\00-12-015\dv.,,,j\00.nl5pin.dwg TWifflis
SECTION 30, TOWNSHIP 27 NORTH, RANGE 5 EAST, W.M.
A ASPHALT
S89013'00"E 331.60'
E9.
F�
1�
ASPHALT
ASPHALT
ASPHALT
FLAN I tN
3
G - - - - - - - -- - - - - - - - CONCRETE FLOOR -Q0NQRJ�rE- BAY ()----POST-
BLOCK CONC
CONCREM 7 - — — — — — — — FLOOR —
BLOCK WALL CONCRETE -
BLOCK WALL
FENCE 0.5' N OF FENCE 0.2' N OF RR TIE WALL 4- (D N89-11-09"W 547.16 RR TIE WALL
PROPERTY LINE PROPERTY LINE 4"o 1
SHOPPING CENTER DRIVEWAY
I
N
61
ASPHALT
SIGN PER ARCH.
EXISTING CURB
CUT AND DRIVEWAY
BY CITY
Nr
A
CURB BREAK FOR
DRAINAGE
COORDINATE WITH
CITY ON SIDEWALK
CONNECTION
HANDRAIL
PER ARCH.
EXISTING REBAR & CAP, "G4 INC 94,35"
0.5' E AND 0.1' N OF PROPERTY CORNER
�j
7
coo
u
P4
o 0
z
N
00
U
C-4
TS
us
E
mz
CL
E!
w
z
M w 0%0
z < Z-
w -r
U)
Z -r
U) C) z
C> 0
Z
w c\j w
w
U)
I m
I'll
CALL 48 HOURS BEFORE YOU DIG SHEET NO.
C-2
1-800-424-5555
SECTION 30, TOMASHIP 27 NORTH, RANGE '5 EAST, W.M.
m
E. 0
� c
up
I E
�t
F
I
4mp*
ASPHALT
ASPHALT ASPHALT ROW OF 17 POPLAR ASPHALT
�51
x
x all
8-.',p 12- 12" UPI 2
_4P !21V�2" 12" 2-RA
4rA
W W x x
211 x t x 11- bx 1 .1
x
S89* 1 3'00"E 331.60 C4� X- x If - - - - - - -SWO '110 uu t a"/ X_
14, - /.U/- UY CFW"�LK_ - .��r-x
ASPHALT
SDMH, RIM = 359.20 -
STRUCTURE INSIDE
12" METAL NE, IE = 349.9
WATER SURFACE = 349.9
ASPHALT
ASPHALT
--------------
i
-------------
x
FENCE 0.5' N OF
PROPERTY LINE
i
CB, RIM = 343.71
12" PVC W, IE 341.7
12" DI SW, IE 341.��
:1 1 SSMH, RIM = 343.53
12" PVC CULVERT, 12" CONC SW & NE,
IE = 344.9 4 CHANNEL CENTER
A pp *WV IE = 334.5
NV SSMH, RIM = 343.99
xj V 8""SW, 8" PVC SE, &
x Uri Uri 12 PVC N, CHANNEL
x P�_ _x - '�\V --4( - - - - -0. - CENTER IE = 334.6
��A' -e 1-11 x .0- ��r - - _..0 -A A- - 1b --P" - - - - wt
X' x X '0 x
x 1 360.67 rdT
SS R M Nt x y
x
_01
C E ' iNjR IE (354) x '11x
8" x le e 'p, '-p- 4
COANNEL CaE 4ex 4�11 011, 4p 1 x CB, RIM = 343.5�0
x 4P , JP EXIST. x 12" DI NW, IE 341.1
I x QUARRY
SDMH 4RIM = 3'60.61 (352) x '-P '4
sp 12" DI NE, IE 3,38.2
VIP X\ F�
x 12%0k SW &,)E, IE ;P48.0 _(J50) t, PALLS A
x x EXIST.
x 4p, / w p- x X
x , ",/
% UARRY A
4;�p -7 \ x Wv
x x kL 18" LLS x
V_WTIC/ x
AOS PIPE x x4Y
t x x x '$p
x -EXIST.
4�' A.
OUARRY x x 6" N,
SPALLS� x
5
x �Fep
JF
x /X x x �X/ 4,
x x
§CN e*
x x x 4i7q, ) f I / x x
X x x x
x
x x -(J,54)-
x
x x
93 x x x
44...
x X x
x -co
x
x
AD
x x v
x .010
6 P
x x
10" POWtR & TELEPHONE
x
x
X�! 4- EASEMENT, RECORDING NO. x 6�
970401 ?027
x4p x xe x r2
z x 348.55 SWALE x4p x 8"
34Ma 7 C5
< IX
4- - XIST.
GRAVEL SDMH, RIM 345 7
8" 12 ADS SW, IE 341.4
8" CONC SE, 1 340.3
x
x J xe 8"
x-'�8 6- LCPE 4- x
x
0SL=0.q050 FT/FT
344.5
x
x
E 8" 344.5
te 20 LF 8' LCPE
x OSL=0.0325 FT/FT
E
X ST YD, 0
QG RA V JEL xt
.101%, PVC CB, RIM = 346.57
x 12" ASD NE & SW,
IE 342.5
67 LF16- PERF LCPE IE 343.85 8" NE
x
x
%IOLgu.uuau r 1/r 1 4'
IINTERCEPTOR
x
x x TRENCH
00 ........ 'm
4"j5a55
IC5 4 11A 11
YD, RIM = �
f-A
6" PVC NW & 1E, J5LOO (9. A
IE = 350.1
x
DIRECT DRAINAGE x
z 0 TO YARD DRAIN
WC14
-b
Er- LLJ WR
Zuj_ METAL x
LLI j� x BUILDING /
z :� 1 X4? x
Lu
U) w 4K FF=35 WV At
i�a_ z
< CB, RIM 347.77
ou) o 12" ADS NE, IE = 3 .5
p- m ?=7
ip ozo CO 12" ADS SW, IE = 3.7
-J:5 W IE 349.2 L
U) o x
26 LF 6* PERF LCPE 5
I Lo 0 w 4"s x E
w 0SL=0.0050 'FT/FT xlE 349 x x ER NEW 1 V WATER VICE
UP AND METER Y CITY.
x1j C0614 351.31
1 Vp PIPE. TO B ILDING
4" PVC IE -P= 350.-
8- CONC 34' -RYCONTRA-CTQ
GRAVEL .101 9.5 CONCR�TE
351.7
x
x ry
4I`p P
A 4�1 NEW 6' P SANITARY
X x x X\ SEWER SE VICE TO
CONCRIT�% 1 '�eOOF �14 4;1� x
0' 1 � -� A x x x �PHALT REPLACE EXISTING CLAY
xj
SERVICE. LOCATION
x
COVERED OPEN BAY RED
FF=354.53 N
cp : BAY x
-CONCRETE FLOOR - - - _CONCRETE x x
x x - - - - - - - - - - - -
------- ------ BLOCK CONCU_
C011CREM 7- �(J§07 W LDM�G - - - - - - - - FLODR.-
x x r BLOCK WALL CONCRETE x
BLOCK WAL�
NMI
"'r(356)-
FENCE 0.2' N.PF-j RR T1 5W�L.� X�
\1b
PROPERTY Lld� �3 4" �U NW1,109-W 547 354 -RR TIE WALI
CONCREW. WA K
..7 1 j - -
. ........ 1�
CB, RIM = 35
12" CMP S &
CBMH, RIM 351.72
-PV0-Sr4E-354.2-
SHOPPING CENTER DRIVEWAY OSSIBLE SUMP)
Iwo
ELECTRIC
FLEX hp
CB, RIM = 349.74 -
12" CMP SW, IE = 347.1
APPROMMATE, FIELD DETERMINE.
MIN. PE =0.0200 FT/FT
C.O. ON SID SE
ATPROPffl U E
-CB, RIM i
12" ADS N , I A-
4" FLEX SW, IE 345.
EXISTING REBAR & CAP, "G4 INC 94,35"
0.5' E AND 0.1' N OF PROPERTY CORNER
SSMH, RIM = 350.00
12" PVC W, 12" CONC
SW & NE, CHANNEL
CENTER IE = 341.4
rise),
pp
WE
eBYH, RIM = 346.04
. o ",JAC NW, IE 335.6
>1 1 a " CCNIC SE, IE 335.5
FA'lk
e�-� - - - - - - - - - - - - -
EXISTING IMPERVIOUS AREA REMOVED:
NEW IMPERVIOUS AREA (CONVERTED FROM
EXISTING GRAVEL AND IMPERVIOUS AREA):
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SHET NO.
CALL 48 HOURS BEFORE YOU DIG
1-800-424-5555 C-3
Date : 20000605.1005 File *. 0:\Dcl-Civil\00-12-015\dwg\00015pin.dwg TWillis SECTION 30, TOWNSHIP 27 NORTH, RANGE 5 EAST, W.M.
STANDARD STRENGTH GRATE
FILTER FABRIC
cl0000l:
cloEl
CATCH BASIN
2
SOLID
WALLS
CATCH OVERFLOW GRATE
FILTER MEDIA \-POROLIS X�
FOR DEWATERI BOTTOM
NG
FILTER FABRIC PROTEC11ON
NOTE: ONLY TO BE USED WHERE PONDING OF NOTE: THIS D ETAIL IS ONLY SCHEMATIC. ANY
WATER ABOVE THE CATCH BASIN WILL NOT INSERT IS ALLOWED THAT HAS A MIN. 0.5
CAUSE TRAFFIC PROBLEMS AND WHERE C.F. OF STORAGE. THE MEANS TO DEWATER
OVERFLOW WILL NOT RESULT IN EROSION OF THE STORED SEDIMENT, AN OVERFLOW AND
SLOPES. CAN 13E EASILY MAINTAINED.
MAINTENMCE STANDARDS
1. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE
REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED NTH WATER, AND ALL SEDIMENT
MUST BE DISPOSED OF AS FILL ON -SITE OR HAULED OFF -SITE.
2. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN SEDI MENT HAS FILLED
ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE
CLEANED OR REPLACED AT LEAST MONTHLY.
3. REGULAR MAINTENANCE IS CRITICAL FOR BOTH FORMS OF CATCH BASIN PROTECTION. UNLIKE
MANY FORMS OF PROTEC11ON THAT FAIL GRADUALLY, CATCH BASIN PROTEC i TION WILL FAIL
SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY.
FILTER FABRIC PROTECTION & CATCH BASIN INSERT
SCALE NITS
E
F
9
'
9
6
5
6
3/8" EXPANSION
JOINT. SCORE LINE IF
POURED MONOLITHIC.
2%
t> t>
V
w..
A GUTTER OR 2m CSTC MIN.
/ /
PAVEMENT, AS
APPLICABLE COMPACTED SUBGRADE
2w CSTC MIN.
NOTES: SEC110N
1. ALL JOINTS SHALL BE CLEANED AND EDGED.
2. CONCRETE SHALL BE P.C.C. CLASS 3000, 3—DAY.
H
WHEELCHAIR RAMP
SCALE NITS
4 5
JOINTS IN FILTER FABRIC SHALL BE SPLICED
AT POSTS. USE STAPLES, %RE RINGS, OR
EQUIVAI ENT TO ATTACH FABRIC TO POSTS.
�rW BY 14 Ga. ORE OR
EQUIVALENT, IF STANDARD
STRENGTH FABRIC USED
-------- --
- - ---- ---------
FILTER FABRIC -c'4
- - ----- : -
---- ------
- ------ --- ---
- - ---------
A
E
MIN. 4"X4" TRENCH
------------
6' MAX.
BACKFILL TRENCH WITH
NATIVE SOIL OR 3/4--l.5-
u WASHED GRAVEL
POST SPACING MAY BE INCREASED 2*X4" WOOD POSTS, STEEL FENCE
TO 8' IF WIRE BACKING IS USED POSTS, REBAR, OR EQUIVALENT
NOTE: FILTER FABRIC FENCE
SHALL BE INSTALLED ALONG
CONTOUR WHENEVER
POSSIBI F.
MAINTEINIMCE STMDARDS
1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY.
2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF T'HE FENCE, THEY MUST BE INTERCEPTED
AND CONVEYED TO A SEDIMENT TRAP OR POND.
3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGN OF THE FENCE
CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF
FLOWS PARALLEL TO THE FENCE. IF THIS OCCUR, REPLACE THE FENCE AND/OR REMOVE THE
TRAPPED SEDIMENT.
4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 60 HIGH.
5. IF THE FILTER FABRIC HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHAH BE
REPLACED.
FILTER FABRIC FENCE DETAIL
PER PLAN
BACKFILL
PER PLAN
114- 610
27. aLOPE_.._
.... . .. . . s
2" MIN CRUSHED
SURFACING TOP
COURSE
SCALE NITS
6"XlO" EXTRUDED CONCRETE CURB
BOND EXTRUDED CURB TO ACP
W/ EPDXY CEMENT
Ito ACP CLASS "B"
CRUSHED SURFACING
TOP COURSE
��95% COMPACTED SUBGRADE
NOTIFY GEOTECHNICAL ENGINEERS OF ANY SOFT AREA IN THE
SUBGRADE. GEOTEXTILE FABRIC MAY BE REQUIRED TO STABILIZE
SUBGRADE. PAVING SEC11ONS SHOWN ASSUME DRY WEATHER
CONDITIONS. REFER TO SOILS REPORT FOR CONSTRUCT10N
DURING WET CONDITIONS.
ASPHALT PAVEMENT SECTION w/SIDEWALK
PRIVATE PROPERTY ONLY SCALE NTS
1-2"0 HOLE FOR 1"0 X 20" LONG
REINFORCING BAR ANCHORING PIN (2
PINS PER LOCATION) FILL TOP OF HOLE
W/ MASTIC OR CONCRETE AFTER
E G BARS
CEMENT CONCRETE WHEELSTOP
cc
EXTRUDED CONCRETE CURB
3" ACP - CLASS "B"
4" CRUSHED SURFACING
TOP COURSE
BACKFILL REFER TO LANDSCAPE PLAN
EXTRUDED CONCRETE CURB
BOND EXTRUDED.CURB TO
ACP W EPDXY CEMENT
95% COMPACTED SUBGRADE
NOTE:
PAVEMENT SECT10N MAY BE REDUCED IF
RECOMMENDED BY A LICENSED GEOTECHNICAL
ENGINEER.
ASPHALT PAVEMENT SECTION
PRIVATE PROPERTY ONLY
in"
olb
-%
6vu 6 "1
6"
(2) #4 BARS
(CONTINUOUS)
3" CLR.
- 1 (TYP)
.5
R 1 (TYP)
DEPTH OF
THROUGH JOINT
#3 DEFORMED BARS
(ALTERNATE TO
EPDXY)
SCALE NTS
SCALE NTS
- ALTERNATE BACKFILL
SLOPE PER GRADING PLAN
2. Af
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SHEET TITLE'
CIVIL
MISCELLANEOUS
DETAILS
Date 20000605.1008 File 0:\Dci—CiVil\00-12-015\dwg\00015Adet.dwg Tffillis
SHEET NO.
C-4
SECTION 30, TOWNSHIP 27 NORTH, RANGE 5 EAST, W.M.
A
1�
C
IC
14
G
I
1
HANDICAP STALL DETAIL
is , 40
2%
PARKING LOT
2
BLUE BACK- HANDICAP SIGN
GROUND W/
WHITE SYMBOL
& LETTERING
1" WHITE LETTERS
W/ STD. WORDING
PER HANDICAP
CODE REQ,MNTS
HANDICAP
0- SYMBOL
WHITE PAINT STRIPE (TYP)
2" 0 STL POST
CENTERED ON
HDCP. STALL
I/ It I
C114
C'4
L1
PER PLAN
PER PLAN
51
2
GRASS SEED MDES SlUITABLE FOR BIOFILIRATION SWALE TREAIMENT AREAS*
(APPLY AT 80 POUNDS PER ACRE)
Mix 1 Mix 2
75-80 percent
Tall or Meadow Fescue
60-70 percent
Tall Fescue
10-15 percent
Seaside/Colonial Gentgrass
10-15 percent
Seaside/Colonial Bentgrass
5-10 percent
Redtop
10-15 percent
Meadow Foxtail
6-10 percent
Alsike Clover
1-5 percent
Marshfield Big Trefoil
1-6 percent
Redtop
Note: All percentages are by weight.
* Based on Briargeen, Inc.
6"3
N
FENCE PER ARCHITECT
4' @HANDICAP STALL
INTERCEPTOR TRENCH
Fli
mu
GRID LINES 4" O.C. EACH
WAY (GRID FOR LAYOUT
ONLY, NOT TO BE PAINTED)
4" WIDE WHITE PAINTED
STRIPE 2 COATS
BLUE PAINTED SOLID
BACKGROUND - � COATS
SCALE - NTS
GENERAL NOTES:
1. ALL WORKMANSHIP AND MATERIALS FOR BOTH ON -SITE AND OFF -SITE
IMPROVEMENTS SHALL CONFORM TO THE LATEST WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND THE CITY
OF EDMONDS STANDARD SPECIFICATIONS AND DRAWINGS.
2. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR BEING FAMILIAR WITH
THE PROVISIONS AND REQUIREMENTS CONTAINED IN -THE STANDARD
SPECIFICATIONS. THE CONTRACTOR SHALL HAVE A COPY AVAILABLE AT THE
JOB Sl TE AT ALL TIMES.
3. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST
48 HOURS PRIOR TO COMMENCEMENT OF WORK.
4. THE CONTRACTOR SHALL NOTIFY ALL PUBLIC OR PRIVATE UTILITY COMPANIES
48 HOURS PRIOR TO COMMENCEMENT OF WORK ADJACENT TO EXISTING
UTILITY LINES UNLESS AN ENCROACHMENT PERMIT SPECIFIES OTHERWISE.
5. THE CONTRACTOR SHALL PROVIDE EMERGENCY TELEPHONE NUMBERS TO THE
POLICE, FIRE, AND PUBLIC WORKS DEPARTMENTS AND KEEP THEM INFORMED
DAILY REGARDING STREETS UNDER CONSTRUCTION AND DETOURS. DETOURS
SHAH NOT BE PERMITTED UNLESS APPROVED IN WRITING BY THE PUBLIC
WORKS DIRECTOR.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF ALL
EXISTING UTILITIES IN THE FIELD. LOCATION OF UTILITIES AND UNDERGROUND
FACILITIES SHOWN ARE APPROXIMATE AND FOR GENERAL INFORMATION ONLY.
7. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN SUFFICIENT BARRICADES TO
PROVIDE FOR THE SAFETY OF THE GENERAL PUBLJC TO THE SATISFACTION
OF THE PUBLIC WORKS DIRECTOR.
8. ALL MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR
UNLESS OTHERWISE NOTED.
9. THE CONTRACTOR SHALL CONFORM TO EXISTING STREETS, SURROUNDING
LANDSCAPE AND OTHER IMPROVEMENTS WITH A SMOOTH TRANS11ION IN
PAVING, CURBS, GUTTERS, SIDEWALKS, GRADING, ETC., AND AVOID ANY
ABRUPT OR APPARENT CHANGES IN GRADES OR CROSS SLOPES, LOW SPOTS
OR HAZARDOUS CONDITIONS.
10. THE CONTRACTOR SHALL COORDINATE ALL NECESSARY UTILITY RELOCATIONS,
IF REQUIRED, WITH THE APPROPRIATE UTILITY COMPANIES.
11. THE CONTRACTOR SHALL CONDUCT ALL GRADING OPERATIONS IN SUCH A
MANNER AS TO PRECLUDE WIND BLOWN DIRT AND DUST AND RELATED
DAMAGE TO NEIGHBORING PROPERTIES. SUFFICIENT WATERING TO CONTROL
DUST IS REQUIRED AT ALL TIMES. THE CONTRACTOR SHALL ASSUME ALL
LIABILITY FOR CLAIMS RELATED TO WIND BLOWN MATERIAL IF THE DUST
CONTROL IS INADEQUATE AS DETERMINED BY THE PUBLIC WORKS DIRECTOR
OR HIS DESIGNATED REPRESENTATIVE, THE CONSTRUCTION WORK SHALL BE
TERMINATED UNTIL SUCH CORRECTIVE MEASURES ARE TAKEN.
12. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE AGENCIES AND
DEPARTMENTS FOR ALL REQUIRED INSPECTIONS PRIOR TO PLACING ANY
UTILITIES INTO SERVICE.
;TING GRADE
iLENT
SCALE : NTS SCALE: NTS
EROSION AND SEDMIENT CONTROL (ESC) NOTES
A. ALL ACTIVITIES NECESSITATING A CLEARING OR GRADING PERMIT AND ALL UTILITY
PROJECTS CONSISTING OF MORE THAN 500 LINEAL FEET OF TRENCH EXCAVA11ON SHALL
BE REQUIRED TO CONTROL EROSION AND SEDIMENT DURING CONSTRUCT10N AND TO
PERMANENTLY STABILIZE EXPOSED SOIL RESULTING FROM CONSTRUCTION. PROJECTS
INVOLVING A CRITICAL AREA MAY ALSO BE REQUIRED TO COMPLY WITH ANY COMBINATION
OF THE ESC MINIMUM REQUIREMENTS. COMPLIANCE WILL BE DEMONSTRATED THROUGH THE
IMPLEMENTATION OF AN APPROVED ESC PLAN. GUIDELINES FOR PREPARING ESC PLANS
ARE PROVIDED IN THE MANUAL THE PLAN MUST ADDRESS THE FOLLOWING
REQUIREMENTS:
1. CONSTRUCTION ACCESS ROUTE. CONSTRUCTION VEHICLE ACCESS SHALL BE, WHENEVER
PRACTICAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE STABILIZED WITH QUARRY
SPALLS OR CRUSHED ROCK TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC
ROADS. IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL- BE
CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM
ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT
DISPOSAL AREA WITHIN TWENTY-FOUR (24) HOURS. STREET WASHING SHALL BE ALLOWED
ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.
2. STABILIZATION OF EXPOSED AREAS. ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES
SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED
TO, SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL
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 EX�OSED FOR MORE THAN TWO (2)
DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN (7) DAYS FROM
MAY 1 THROUGH SEPTEMBER 30).
3. PROTECTION OF ADJACENT PROPERTIES. ADJACENT PROPERTIES SHALL BE PROTECTED
FROM SEDIMENT DEPOSITION BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS,
SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY A COMBINATION OF THESE
MEASURES AND OTHER APPROPRIATE BMPS.
4. MAINTENANCE. ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY
INSPECTED AND MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF
THEIR INTENDED FUNCTION. ALL MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN
ACCORDANCE WITH THE MANUAL.
5. OTHER BMPS. AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMPS TO MITIGATE THE
EFFECTS OF INCREASED RUNOFF SHALL BE APPLIED.
6. UNDERGROUND UTILITY CONSTRUCTION. THE CONSTRUCTION OF UNDERGROUND UTILITY
LINES SHALL SPECIFICALLY ADDRESS THE FOLLOWING:
A. EROSION CONTROL FOR EXCAVATED AND STOCKPILED MATERIALS.
B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT WITH SAFETY AND SPACE
CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT
PONDS, CR OTHER ACCEPTABLE MEANS).
D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING.
E. DAILY CLEANUP AND STREET MAINTENANCE.
7. ALL NEW DEVELOPMENT AND REDEVELOPMENT THAT INCLUDES LAND DISTURBING
AC11VITIES OF GREATER THAN, OR EQUAL TO, ONE ACRE IN ADDITION TO MEETING THE
MINIMUM REQUIREMENTS SET FORTH ABOVE SHALL COMPLY WITH ESC REQUIREMENTS
LISTED BELOW.
8. DELINEATE CLEARING AND EASEMENT LIMITS. IN THE FIELD, MARK CLEARING LIMITS
AND/OR ANY EASEMENTS, SETBACKS, SENSI TIVE/CRI TICAL AREAS AND THE BUFFERS,
TREES AND DRAINAGE COURSES.
9. SEDIMENT TRAPPING. PRIOR TO LEAVING THE SITE, STORM WATER RUNOFF SHALL PASS
THROUGH A SEDIMENT POND OR SEDIMENT TRAP, OR OTHER APPROPRIATE BMPS.
SEDIMENT PONDS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER BMPS
INTENDED TO TRAP SEDIMENT ON -SITE SHALL BE CONSTRUCTED AS A FIRST STEP IN
GRADING. THESE BMPS SHALL BE FUNCTIONAL BEFORE LAND DISTURBING AC11VITIES TAKE
PLACE. EARTHEN STRUCTURES, SUCH AS DAMS, DIKES, AND DIVERSIONS SHALL BE
SEEDED AND MULCHED ACCORDING TO AN APPROVED TIMETABLE.
10. CUT AND FILL SLOPES. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN
A MANNER THAT WILL MINIMIZE EROSION. IN ADDITION, SLOPES SHALL BE STABILIZED IN
ACCORDANCE WITH ESC REQUIREMENT NO.2.
11. CONTROLLING OFF -SITE EROSION. PROPERTIES AND WATER WAYS DOWNSTREAM FROM
DEVELOPMENT SITES SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE
VOLUME, VELOCITY, AND PEAK FLOW RATE OF STORM WATER RUNOFF FROM THE PROJECT
SITE.
12. STABILIZATION OF TEMPORARY CONVEYANCE CHANNELS AND OUTLETS. ALL TEMPORARY
ON -SITE CONVEYANCE CHANNELS SHALL BE DESIGNED, CONSTRUCTED AND STABILIZED TO
PREVENT EROSION FROM THE EXPECTED VELOCITY OF FLOW FROM A TWO-YEAR,
TWENTY-FOUR HOUR FREQUENCY STORM FOR THE DEVELOPED CONDITION. STABILIZATION
ADEQUATE TO PREVENT EROSION OF OUTLETS, ADJACENT STREAM BANKS, SLOPES AND
DOWNSTREAM REACHES SHALL BE PROVIDED AT THE OUTLETS OF ALL CONVEYANCE
SYSTEMS.
13. STORM DRAIN INLET PROTECTION. ALL STORM DRAIN INLETS MADE,
OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT
STORM WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM
WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE
SEDIMENT.
14. REMOVAL OF TEMPORARY EIMPS. ALL TEMPORARY EROSION AND
SEDIMENT CONTROL BMPS SHALL BE REMOVED WITHIN THIRTY (30)
DAYS AFTER FINAL SITE STABILIZAT10N IS ACHIEVED OR AFTER THE
TEMPORARY BMPS ARE NO LONGER NEEDED. TRAPPED SEDIMENT
SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED SOIL AREAS
RESULTING FROM REMOVAL SHALL BE PERMANENTLY STABILIZED.
15. DEWATERING CONSTRUCTION SITES. DIEWATERING SYSTEMS SHALL
DISCHARGE INTO A SEDIMENT TRAP OR SEDIMENT POND.
16. CONTROL OF POLLUTANTS OTHER THAN SEDIMENT ON CONSTRUCT10N
SITES. ALL POLLUTANTS OTHER THAN SEDIMENT THAT OCCUR ON
SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN
A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORM WATER.
17. FINANCIAL LIABILITY. PERFORMANCE BONDING, OR OTHER APPROPRIATE
FINANCIAL INSTRUMENTS, SHALL BE REQUIRED FOR ALL PROJECTS TO
ENSURE COMPLIANCE WITH THE APPROVED EROSION AND SEDIMENT
CONTROL PLAN.
APPROVED FORI
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SHEET TITLE:
CIVIL
GENERAL NOTES
cc r1l ER-1-ANF-V 0
CONSTRUCTIC)"IN DETAILS
SHEET NO.
C-5
CITY ENGINEER
Date : 20OPM05.1008 File : 0,\r)ci-CiVil\00-12-015\dwg\00015Adet.dwg TWillis
SECTION 30, TOWNSHIP 27 NORTH, RANGIE 5 EAST, W.M.
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80' 12 ADS SW, IE 341.4
18" CONC SE, 1 340.3 CB CATCH BASIN
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0
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0.5' E AND 0.1' N OF PROPERTY CORNER
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& CHANNEL 'M"
SW NE, BENCHMARK:- IN . WELLER FIRE HYDRANT SOUTH. SIDE
CENTER IE 341'4
CL
OF 218TH ST. NEAR NE CORNER OF APARTMENT BUILDING A
NUMBER 7430.
ELEVATION 377.�63
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EXPM 91/1"/Ol
'UTILITIES SHOWN ARE BASED ON. OBSERVATION OF SURFACE'
350 FEATURES AND'RECORD DRAWINGS. FIELD LOCATIONS MUST
BE VERIFIED PRIOR TO ANY CONSTRUCTION. CALL f-800-
FOR: VERIFICATION. RECEIVE7
SCALE
20
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APR 2 41
OFM
SHEET, NO.
FEAT 13
URES/DATA. TAKEN FROM RECORD DRAWINGS,.- S CTR.
pp TRENE"I'm Fl WMENT SERVICE
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CITY OF EDMONDS:
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FILE
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APR 2 4 2000
DEVELOPMENT SERM-Eg CtR;
CITY OF EDMONbt
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B,
-341.7
127- DI SWI-IE-,,�- 3 44 f. 7
'ASPHALT
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CHANNEL * CENTER
IE 344'.9.,
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LANSCAFING CALCULATION5 CORNU 5 F. RUBRA
REQUIRED PARKING LOT GA5LE
VEHICLE USE AREA: ro,ro7ro SF. LANDSCAPING.
6,676 x 0.07 467 SF. GRIFFITHIANUM
JUNIFERU5-HETZI
PARKING LOT LANDSCAPING PROVIDED: 155,3 6.F. AR50RESCENS
100 6F.
VICA MINOR
LEGEND
CHINENSIS
SARGENTII
'13 PLAMING
AR RO,
BNE
STORM WATER RETENTION FOND
REF. CIVIL
(5 //
CINCH -TIE
10 GA GALV WIRE
2 X 2 X a' STAKE
PREPARE BED TOPSOIL:
FILL 2/3 AND FUDDLE
2" MULCH
FINISHED GRADE
MIN. 2 X ROOT SPREAD TAMPED TOPSOIL
OF ROOT BALL
T""rf=. TREE PLANTING DETAIL
MIN MIN
2 FLY GREEN RU55ER HOSE
(3) #12 GUAGE GALV. WIRE
TWISTE ID-
2" SAUCER W SPECIFIED MULCH
FOLD 5URLAP 5ACK FROM TOf=
2" x 2" x 36" D.F. STAKE (3) PER
TREE, SPACE EVENLY
5ACKFILL MIX AS SPECIFIED
11
ROOT BALL
ROOT SPREAD
TYf=. CONIFER TREE FLANTING DETAIL
NOT TO SCALE
ROOT BALL
2" MULCH
FINISH GRADE
PREPARE BED TOPSOIL:
FILL 2/3 AND PUDDLE
TAMPED TOPSOIL
T"'�F. 5HRU5 PLANTING DETAIL
NOT TO SCALE
ljjq� 111111
Affid- 00, k k mc
1. BIDDER DESIGNER TO PROVIDE A COMPLETE LANSCAPING
IRRIGATION SYSTEM INCLUDING PIPING, VALVES, ETC.
COVERAGE TO INCLUDE ALL LANDSCAPED AREAS
2. PROVIDE MANUAL DRAIN VALVES, AS NEEDED TO ALLOW COMPLETE
GRAVITY DRAINAGE OF THE ENTIRE IRRIGARTION SYSTEM FOR
SYSTEM MAINTENANCE AND WINTERIZATION. SLOPE PIPE AT 1/25".
MINIMUM TO DRAIN.
3. GENERAL CONTRACTOR SHALL BE REPONSI5LE FOR SLEEVES AND
CHA5E5 UNDER PAVING, THROUGH WALLS, ETC.
PROVIDE SYSTEM CONTROL MECHANISMS AS REaUIRED.
4. CONNECT IRRIGATION SYSTEM TO POTA5LE WATER SOURCE AT
THE WATER METER LOCATION. PROVIDE CONTROLLER LOCATION
ADJACENT. REFERENCE CIVIL.
E�- LANDSCAPE AND IRRIGATION SYSTEM TO BE BIDDER DESIGN
VINE MAPLE
PINK FLOWERING
DOGWOOC)
AZALEA
RHODODENDRON
JUNIPER - MEDIUM
PERIWINKLE
2" GAL.
2 GAL,
fREMAf;R<6
WELL BRANCHED
WELL BRANCHED
1/2 GAL, FULL
I GAL. WELL BRANCHED
3 FEET FULL
CONTINUOUS GROUND COVER
JUNIPER - LOW 1/2 GAL. E�0% COVER
RECEIVED
GRASS
APR 2 4 2M0
rl-E."T FILE DEVELOPMENT SERVICE6 Pffl.-
CITY OF EDMOND$
Architecture & Interiors
M8 Third Avenue - Suite 1412
Se=14 Wa&ngton 9W
Phone 206/3430M
F%m- 206/3430241
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Pro*-t d`12-e5oo
File * cl2aO0AI2
@ Date: APRIL 24,2000
Drawn br. NR!5
N4 W-- NRS
Revisions:
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APR 2 4 2000
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
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PREPARE 5ED TOP50IL:
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2" MULCH
FINISHED GRADE
2 PLY GREEN RU55ER HOSE
(3) #12 GUAGE GALV. WIRE
TWISTED
2" SAUCER W SPECIFIED MULCH
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TREE, SPACE EVENLY
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NOT TO SCALE
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FIN16H GRADE
PREPARE 5ED TOPSOIL -
FILL 2/3 AND PUDDLE
TAMPED TOPSOIL
MIN MIN
TYf=. 5HRU5 PLANTING DETAIL
NOT TO SCALE
1. 5IDDER DESIGNER TO PROVIDE A COMPLETE LANSCAPING
IRRIGATION SYSTEM INCLUDING PIPING, VALVES, ETC.
COVERAGE TO INCLUDE ALL LAND5CAPED AREAS
2. PROVIDE MANUAL DRAIN VALVES, AS NEEDED TO ALLOW COMPLETE
GRAVITY DRAINAGE OF THE ENTIRE IRRIGARTION 5Y5TEM FOR
5Y5TEM MAINTENANCE AND WINTERIZATION. SLOPE PIPE AT 1/25".
MINIMUM TO DRAIN.
3. GENERAL CONTRACTOR SHALL eE REPONSI5LE FOR SLEEVES AND
.CHA6E5 UNDER PAVING, THROUGH WALL5, ETC.
PROVIDE SYSTEM CONTROL MECHANISMS AS REQUIRED.
4. CONNECT IRRIGATION 5Y5TEM TO POTA5LE WATER SOURCE AT
THE WATER METER LOCATION. PROVIDE CONTROLLER LOCATION
ADJACENT. REFERENCE CIVIL.
E�� LANDSCAPE AND IRRIGATION 5Y5TEM TO 5E 5IDDER DESIGN
ACER CIRCINATUM
LAN5CAFING CALCULATION5 C0fRNUS R RU5RA
REQUIRED PARKING LOT GA5LE
4. VEHICLE USE AREA: ro,&7& 5F. LAND5CAfDING:
rok7ro X 0.07 467 SF. GRIFFITHIANUM
JUNIf=;=RU5-HETZI
100 5F. PARKING LOT LAND5CAPING PROVIDED: AReORESCENS
VICA MINOR
LEGEND
5ARGENTII
APPROVr::D BY10LANNING,
STORM WATER RETENTION POND
REF. CIVIL
C9
VINE MAPLE
PINK FLOWERING
DOGWOOD
AZALEA
RHODODENDRON
JUNIPER - MEDIUM
PERIWINKLE
JUNIPER - LOW
GRA55
2" GAL,
2 GAL.
fREM14fR<5
WELL 5RANt�,HED
WELL 5RANCHED
1/2 GAL. FULL
I GAL. WELL 5RANCHED
3 FEET FULL
CONTINUOUS GROUND COVER
1/2 GAL,
5091-1 COVER
RECEIVED
APR 2 � 2000
DEVELOPMENT SERVICES CTR.
CITY R FmAmins
M8 Thkd Avenue - SWte 1412
Smttlei Wa&ngton 9M
Ph(me: 2W/343M%
F=- 2W/343M41
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Pro*-t
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File *
di2e5COAl2
@ Date:
AFRI L 24, 2000
Dmwn br.
NRS
Pr4 Mgr-.
Revisions:
WAN, WT
5+ -- 0- yo- - f4 s (4, �/ ( ��
PIECIFIVED
APR 2 4 2000
DEVELOPMENT 8ERViCES CTH.
CITY OF ElolAolio$ --