22105 96TH AVE W.PDFiiiiiiii lill 11
15546
22105 96TH AVE W
Plan Check#: .01 -263 Date: 30 July, 2001
Project Name/Add ress: Ernerald City Builders; 22105 96 th Ave W
Contact Person/Address/Fax: Ron Johnson; fax 206-546-2288
Reviewer: Lyle Chrisman, Development Services Engineer Department: Engineering
Review of subject application cannot be completed until the following items have been addressed or corrected. Please
resubmit 3 corrected copies to the Development Services Permit Coordinators.
1. The house layout on the architectural site plan differs from the civil drawings. If architectural layout is current, make
all necessary corrections to.the civil drawings including utility locations.
CIVIL DRAWINGS;
2. Install catch basin in the driveway approach and connect to the proposed catch basin under S-00-109 with 12" storm
pipe. Connect storm pressure line to catch basin at the entrance. Storm line must be a minimum of 4' from the
existing power pole on 96h Ave. W.
Provide cross section of driveway. If driveway slopes to one side, the catch basins should be relocated. Inverted
crowns should be avoid as much as possibe. A 7' clearance between water and sewer is okay if that will move the
storm cb's to the South.
4. Add sewer cleanout with locking lamphole cover at the property line.
5. Water meter should be placed at the property line.
6. New driveway width must be 12' wide plus 18" asphalt thickened edge or 6" concrete extruded curb.
Width of existing driveway entrance to parcel A must be widened to a minimum of 12'.
8. The detention pipe must drain into a catch basin with a control structure, which in turn drains into the sump catch
basin.
9. Provide actual grading calculations.
10. Provide manufacture's data on the pump and curve information.
11. Provide the actual amount of impervious surface area based on the correct house layout.
12. Turn around is not deep enough for the inside car to back and turn.
13. Connect footing drain pipe into outflow side of sump pump.
DATE FAXED I b3ed di (Attach fax transmittal)
1:\dvrw\bldg\Ol -263.doc
PAGE I OF 2-
14. The Hydraulics Engineer is looking at the detention system at this time. There may be additional comments on the
design and storage configuration. These will be sent as soon as I get them.
If you have any questions, please call me at 425-771-0220 ext 1324.
3 al(Aftach fax transmiftal)
DATE FAXED_ L_4
1:\dvrw\bldg\Ol -263.doc
PAGE 2- OF
Off-ifia vrf �ibmvnbz
RESUBMITTAL CHECKLIST
PLAN CHECK NO.: DATE:
OWNER NAME:
mesUlDmigai Tor tiunaing
0 Plot Plan
El Foundation Plan
R Section Views
Ej Floor Plans
El Structural and/or Beam Calculations
Ej Energy Worksheets
Ej Window Schedule
-*-Other (describe) &9 W
Resubmittal for Fire
El Hydraulic Calculations (Fire Flow)
El Cut Sheets
[:] Fire Sprinkler
Ej Fire Alarm
M Other (describe)
Resubmittal for En-gineerin-q
Drairiag--- P,an
Driveway Information
Ej Grading
[:1 Other (describe)
Resubmittal for PlannIng
El Plot Plan
Elevation Views
Height Calculations
r-1 Landscape Plan
Ej Other (describe)
Thank you!
G:share/libraryffi uilding/Forms/Bldg E ng Fire Ping R esu bC Ldoc
k
a
Citv of Edmonds
PLAN REVIEW COMMENTS
BUILDING DIVISION
August 3, 2001
Ron Johnson
19601 23rl NW
Shoreline, WA 98177
RE: Plan Check #0 1 -262 & 0 1 -263
Project Address: 22105 96th Avenue W. & 22119 96 1h Avenue W.
Applicant: Emerald City Builders
Dear Mr. Johnson,
During review of the submitted plans and information for the two projects noted above, it was
found that the following information, corrections, or clarifications are required.
Vr1ovide beam calculations for all beams that span eight (8) feet or greater and/or which
support a point load.
60�-Provide attic ventilation calculations that clearly show 1/150 (or 1/300) of the attic space has
been provided as net free vent area.
Please resubmit 2 copies (for each permit) of revised plans/documents and written responses to
corrections to a Development Services Coordinator.
Sincereiy,
Tricia Y. Bennon
Plans Examiner
5R)
RiCE ED
AUG 0 8 2001
PERMIT COUNTER
PermitNo:
City of Edmonds . k
RIGHT—OF—WAY CONSTRUCTION PERMIT Issue Date: 1?171�1
A. Address or Vicinity of Construction: ( 'J
B. Type of Work (be specific): U T? <W17057 e,-JV1"A.1 J�,
I
C tL C,
C. Contractor:'E(41!2� oy< contact
Mailing Addressc--,�/o 1b. Okone: ,QCDG — ro SO—
T_
State License #F�,, e V .-CID Liability Insurance: Bond: $
D. Building Permit # (if applicableg—W 06 Side Sewer Permit # (if applicable):
E. n Commercial F] Subdivision City Project EUC (PUD, GTE, PSE, CHAMBERS, OVW`D)
Multi -Family NJ SingleFamily Other
INSPECTOR-
F. PAVEMENT: F-1 YES F� NO G. SIZE OF CUT x H. Charge: $
CONCRETE CUT: F� YES F� NO
I READ ANE
IDEMNITY. Applicant understands by hislher signature to this application helshe holds the Ch)� of Edmonds harmlessfrom injuries,
damages or claims of any kind or. description whatsoever, f�reseen or unforeseen, that may be made ' against the City of Edmonds or
any of its departments or employees, including but not limited to the defense of any legal proceedings including defense costs and
attorneyfees by, reason ofgranting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR'FOLLOWING THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS
COMPLETED BY CITY FORCES, AT WHICHTIMEA DEBITOR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THEAPPLICANT
Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every
flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the
required training in their possession.
Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City -
approved material prior to the end of the workday - NO EXCEPTIONS.
Three sets of construction drawings of proposed work are required with the permit application.
I HA VE READ THE APO VE STA TEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND A CKNO WLEDGE
-THATIMUS _'�A THE PINK COPY OF THE PERMIT AVAILABLE ON SITE AT ALL TIMES FOR INSPECTIONS
_ (Contractor or Agent)
CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK
FOR CITY USE ONLY
Approy e d b V�: /*W
Time 'Authorized: Void Aftera^mi jage,%wer
Special Conditions:
dr,- .,Otoz
0 0 R 04 -5 MA W, 11 0__A
Right-of-way Fee:- 4.70 _,�_ 3'
Disruption Fee/Fund 111:
Restoration Fee:
Total Fee:. 4 7!�Ll
Receipt No: -
Issued by: 4--r
UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL
INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS
COMMUNITY DEVELOPMENT CODE.
FINAL APPROVAL OF PERMITTED WORK.
INSPECTOR'S SIGNATURE - DATEPII'�161'-7
For inspection requirements see Engineering Information Handout.
I NO WORK SI-IAIA. BEGIN 13111OR TO I)ERMIT ISSUANCE I
DATE RECEIVED
PERMIT EXPIRES
CITY OF EDMONDS
USE PERMIT
ZONE
NUMBER -wc
CONSTRUCTION PERMIT APPLICATION
JOB SUITE/APT#
ADDRESS 7
0 (�j
OWNER NAME/NAME OF BUSINESS
Cj-1
PLATM E/SUBPIVI SION NO
LOT NO
LID NO.&VO
XC-.
t�p
LID FEE $
m
W
z
3 r
0
MAILING ADDRESS
!,
C) > 0
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
TESCP Approved 0
Rw Per.it Required 0
EXISTING PROPOSED
S treet Use Permit Req'd 0
inspection Required 0
Side.alk Required 0
Underground
CITY IP
TELEPHONE
<7 ;2 �
(0
—
W
REQUIRED DEDICATION— FT
Wiring required
NAKVn
METER SIZE
LINE SIZE
F7� F FIXTURES
PRV REQUIRED
YESY NO 0
Z
L)
m
ADDR /112
�160
REMARKS
OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE
z
z
z
CITY —
wft�x
TELEPHONE
/
NAME
EY�l Q (0- (C� C Jl� _R� &vs —I'L.)c
ENGINEERING REVIEWED/DAT
ADDRESS
FIRE REVIEWED BY DATE
LU
CITY ZIP
TE�EPHONE
z
0
!E
LL
VARIANCE OR CU
SHORELINE OR ADB# i
INSPECTION
REQ'D
IPBOND
OSTED
NUMBER EXPIRATIO DATE
C OK
E0
YES 0 NO
SEPA REVIEW
COMPLETE EXEMPT
SIGN AREA
ALLOWED PROPOSED
HEIGHT
ALLOWED PROPOSED
PROPEUTY TAX ACCOUNT PARCEL NO.
(04 V1 to �4V6
1U
"Wol S'
I
IS
EXP
NEW RESIDENTIAL PLUMBING / MECH
�< X
LOT COVERAGE
ALLOWED 0
P/ POSED
REOUIRED'SETBA6k§`
FRONT SIDE REA .1
PROPOSED SETBACKS (FT.)
FRONT UR SIDE REAR
C] COMMERCIAL COMPLIANCE OR
ADDITION
136% / 2*%
1
1 -7,15' 116 -7, rj
�$ I.
9P"
z
z
CHANGE OF USE
REMODEL APARTMENT SIGN
z
0.
PAR
REO 0 IP'RGOVIDED
LOTAREA4PLAP
GREV WED�Y �DATE
S 3
G FENCE
REPAIR Tff CYDS X FT)
REMZS
DEMOLISH TANK OTHER
WRAGE ROETAINING WALL
ARPORT R CKERY RENEWAL
(TYPE OF USE. BUSINESS OR ACTIV
CHECKEDBY
TYPE OF CONSTRUCTION
OCCUPANT
GROUP
P
NUMBER
OF /L
NUMBEROF
DWELLING
I
CRITICAL
AREAS
w
SPECIAL INSPECTOR
AREA
;,
OCCUPANT
o
STORIES
UNITS
NUMBER
REQUIRED [:] YES
I
LOAD
DESCRIBE WORK TO BE DONE
W 5
REMARKS
PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REQ'D
UN 4
�
es
ljgb� A-C alait ?W
VALUATION
FEE
PLAN CHECK FEE 4"
CE ZING % LOt SLOPE % BUILDING 2
I . � - 0MCH -9 - 1 -71
PLAN CHECK NQL VESTED DATE PLUMBING
ni— MECHANICAL
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVER
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
9 60MAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE GRADING/FILL
SEPARATE PERMISSION.
STATE SURCHARGE
cc
ui PERMIT APPLICATION: 180 DAYS
PERMIT LIMIT: I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS ENG. REVIEW FEES
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
7
*APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS ENG. INSPECTION fEE
Uj IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITi ur"
i LANDSCAPINdif i
2 EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
Ir INSPECTION FEE
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE I PLAN CHECK DEPOSIT RECEIP
DEEMED TOMODIFY, WAIVE OR REDUCEANY REQUIREMENT OF ANY CITY ORDINANCE
_j
0 NOR LIMIT IN ANYWAYTHE CITY'SABILITYTO ENFORCE ANYORDINANCE PROVISION."
mi TOTAL AMOUNT DUE RECEIPV
�62111 50
1 HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
S WORK TO
GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF APPLICATION APPROVAL
THE OWNER. I AGREE TO COMPLX.Pl"kTY AND STATE LAWS REGULATING CONSTRUC- This applica�tion is not a permit'.ntil signed by the
TION, AND IN DOING THE I�QRK —AUTHORIZtR THEREBY, NO PERSON WILL BE EMPLOYED CALL Building Officitil or his/her Deputy: and Fees are paid. and
IN VIOLATION OF receipt is acknowledged in space provided.
.%XA1�01RI'CODE OF T�,IE STATE OF WASHINGTON RELATING TO FOR INSPECTION
P
0; S4T'i
P S4TiON IN�PK�NC,�
WORKMEN AND RCW 18.27.
"o I I . 09 ACIALS SIGNATU 1E
/_ - - '.- F) DATE SIGNED (425)
SIGNAT14RE NET Ol� A67NI 77
771 -0220
RELEAS�b Bj, AA
TMENTION II"' , / '�: "f / .
A" EXT 1333
I �S
T/ S UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL 771-0221
A� FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 ORIGINAL - FILE - YELLOW - INSPECTOR x
FAX,-, PINK - OWNER - GOLD - ASSESSOR
5/98
NE 1/4, SE 1/4 SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.
I
City of Edmonds SP #S-20-xxx
d N 88-55'5i�'--W 459.91-y
Hel'd Ploatt flonun rsection
220th Street Southwest
EX. 12" CULVERT
EX. CB
RIM=382.36
IE=379.46
co
CD
CD
F-rl
en
CB TYPE 1
GE 383.30
IE N 381.40 12"
IE S 381.40 12"
BTM 379.70
CB Tyge 1
00 V)
d4.21
IE N 382.11 12"
LLJ
CF>
IE S 381.81 12"
1
BTM 380.41
>FOU MIC CONC
��ND
/ PIN, DOWN 1.2'
W W/ P
. I =
CONSTRUCTION KEYNOTES - STORM DRAINAGE
INSTALL CATCH BASIN TYPE 1.
INSTALL e DIA. PVC STUB FOR BLDG. FOUNDATION DRAINS.
INSTALL DETENTION TANK PER CITY OF EDMONDS STANDARDS.
110 LF, 12- DIA. ADS PER DETAIL 1.
INSTALL 12- DIA. ADS (N-12).
INSTALL 6* DIA. PVC STUB FOR BLDG DOWNSPOUTS & YARD DRAIN.
D6 POT HOLE EXISTING FIRE HYDRANT FOR DEPTH & REMOVE EXISTING
CULVERT SOUTH OF CATCH BASIN.
ff DIA. YARD DRAIN.
INSTALL GRASS DRYWELL PER DETAIL 2.
100'± 12� ADS 0 0.50X
Lot 28
MARCUS STRASH
Lot 26
ROBERT & CHERYL MCGIRK
22115 96TH AVE W
EDMONDS, WA
224TIl STREET SOUTHWEST
N 88-58'27- W(BASIS OF BEARINGS)
1ENGINEIERING
110.00'-
EXISTING GROUND SURFACE
V=384.00
I 11 MAIN STREET, SUITE 106
EDMONDS, WASHINGTON 98020
.i.MIN.. FV=383.10-
'C T_Ilf-
PHONE (425) 778 -8500
FAX (425) 778-5536
6" TO DOWNSPOUTS
Found MIC Conc
w/ Pin, Down 1.5'
0::
& YARD DRAIN
IE=381.00
.,OVERFLOW
v381.60
TLEV-=381.05
E
43, I-S
ELEV=381.60
nj
DIA. ADS (N-12)
S=6005/FT
INLET
89.0 CU. FT. STORAGE
OUTLET
ELEV=380.05
IE=3
IE=379.96.]
9.01 - 12
DIA. @ 1.0%
U
�C'TYPE
0" 25" DIA. ORIFICE-J
1 CATCH
TYPE1 CATCH
TYPE 1 CATCH
BASIN #2
BASIN #3
BASIN #1
S s
FLOW CONTROL STRUCTURE NTH
DETEN11ON TANK SECTION
EXISTING DRAINAGE
K PATTERN
cl I
IFLUUNQ B., /I '15' �M'
001 XI
0
f
LLJ
7r)
Z-
__X
SET REBAR &
CAP, LS 30581
D <
FOUND MIC CONC
W1 PIN, DOWN 0.4'
20 0 10 20
CONSTRUCTION KEYNOTES - WATER CUT/FILL QUANTITIES
CUT = 0 CU. YDS
NEW DOMESTIC WATER SERVICE. FILL = 150 CU. YDS
,NET(FILL) = 150 CU. YDS
NEW 3/4 INCH DOMESTIC WATER METER.
CONNECTION POINT INTO THE EXISTING WATER MAIN.
PER OLYMPIC MEW WATER AND SEWER DISTRICT STDS.
CONSTRUCTION KEYNOTES - SMITARY SEWER
6-INCH DIA. SANITARY SEWER LINE
6-INCH DIA. PVC SANITARY SEWER LINE TO CONNECT INTO
THE EXISTING SEWER MAIN PER OLYMPIC MEW WATER AND
SEWER DISTRICT. LOCATION AND INVERTS TO BE FIELD VERIFIED.
6" SANITARY SEWER CLEAN OUT WITH LOCKING LAMPHOLE COVER.
GROSS AREA
(SF)
IMPERVIOUS SURFACE
(SF)
ROOF ROAD/DW
TOTAL
IMPERVIOUS
AREA (SF)
PERVIOUS
AREA (SF)
EXISTING
IMPERVIOUS
(SF)
INCREASE
IMPERVIOUS
(SF)
DETENTION (CF)
REQUIRED
PROVIDED
EAST LOT (INCLUDING 15' ESMT)
9,890
1,950 2,190
4,140
1 4,259
1,600
2,540
63
89
WEST LOT (EXCLUDING 15 ESMT)
6,500
2,170 840
3,010*
1 4,990
3,010
0
0
0
* 735 SF IS EXISTING PAVED DRIVEWAY.
NOTE: THE GROSS SQUARE FOOTAGE OF THE LOT DOES
NOT INCLUDE THE EASEMENT AREA.
' 6 SE"'P'LANS"--H AVE'' B-EEN'--'-P'REP'AR'ED'-
FOUND MIC CONC
W/ PIN, DOWN 0.5
S 88-58'27-
229.95'
cll�
C.0
LU
f
FIRE AND AD ADDRESS SIGN REC)��-`D
NTS
/- RANDOM FILL
6"
t
ell-
MN.
C) A
C)
A
A C) A
A VA C')
A �Ao
v3 C)
A C)
A AO
I - --O-1
I f X 2'
DRYWELL DETAIL
NTS
1.5'
DRIVEWAY SEC110N
ACCEPlABLE TIGHTLINE NTS
14ATERIAL
SQR 35
S
�?H 40
F8i 12
0 HANCOR
CONTACT oLyMpIC VIEW
WATER/SEWER DISTRICT
APPROVED AS NOTED
13Y ENGINEERING
Date: 71,ol
TEMPORARy CONSTRUCTION
ENTRANCE REQUIRED
@WN'P'CONTR40TOR IS RESPONSIBLE FOR
IEROSION CONT190L AND D&UNAGGE
WRAP WASHE�DROCK WITH
FILTER FABRIC
e PERFORATED PIPE
lIZ-1- WASHED ROCK
12.0'
'--2� CL "Bu ASPHALT
3" CRUSHED SURFACE TOP COURSE
1.5' EXISTING GRADE
Uj-
a-j
I =IWCA
SPECIAL TOPOGRAPHIC NOTE -
ALL TOPOGRAPHY ON THIS PLAN'PROVIDED BY OTHERS AND
CG ENGINEERING ASSUMES NO RESPONSIBILITY OR ITS ACCURACY.
APPROVED FOR CONSTRUCTION
ASSISTANT CITY ENGINEER DATE
lEXPIRES-11/07/02I2r//s'/ol I
z
0
M
K
DESIGN: CW I
DRAWN: JRZ
CHECK: JSH
JOB NO: 00126.201
DATE: 2/22/01
U)
U)
<
n
Lij
0
0
ry
LL]
00
Ld
0
>
0)
0
=
V)
<
<
La
Lij
:7
0
0
<
<
� -)-
z
-J
0
0
<
v-
Lli
N
Lij
SHEET:
'AGENCYR-VI'EW''AND-- ARE---'SU-BJE-CT'--'TO* "'CHANGE. DO NOT USE FOR CONSTRUCTION OR BIDDING PURPOSES WITHOUT,
PPROVAL STAMP
Mid Uri 1=1 IN IM
m
R E C V 'D
JUL 2 0 2001
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
r
STRLL 1 LE
"v_,_-xp r4i
rLAT
--.P2 ---- --
wo
per..
M4. 'L�T� 'e-T- IrP, W- + 4) 0. Akt... W. PP-f-
so ?�,. 10 glay. VA0.64
City of Edmonds SP IS-20-xxx
NF 1/4, SF 1/4 SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 FAST, W.M.
Found MIC Conc
w/ Pin, Down 1.5'
EX. 12" CULVERT
ZZ
:;z j EX. CI3
RIM=382.36
IE=379.46
00 Lot 28
F= MARCUS STRASH
22027 96TH AVE W
EDMONDS, WA
SET REBAR & CAP N 88*5IT08* W 199.95 WOOD FENCE (TYP)
X_. x�
_.y
19.97
125 IF /k 99.97' SET REBAR & CAP'
PARCEL B LS 30581, 2' O/S
4 26.2'
40 LIF
S=0.04%
2
S-1.00% EXISTING DRIIIAIEJ
cc 5 El 31 x
TWIM.00
EXISTING CONCRETE It S=0.5%
DRIVEWAY TO REMAIN 17
PROPOSED RESIDENCE co
C/) I
9 LF 1 15' MAIN FLOOR 0 384.5' 15'
9 LF 2 HOUSE 00
/k VM DRIVE PARCEL A #22103 'N
4
CB TYPE 1 WAY 12! FF 384.50
uu�
S_ 4;AY 17 8,000 Lot 27
IE N 381.40 12:,' S_- SO. FT. 2'EAVES FRONT 41,1
I S 1 0 12 9 Lu
IE S 381.40 1 U) AND BACK -:r
<
m
A
m
BTM 379.70 I'EAVES ON
2 1
LO
SIDES
_7 77 8117
LO 71
12
C" LU
r- 'MIN
c-,
iU,13:0- "A 126.21
Nr
_T
x
I�K FENC
fX
X.- -_x
ET R R & t-0.04' 88'58'08" 9.95' SET REBAR &
SS 8" AP, LS 581
2 RIM �3#�491 CAP, LS 30581
IE N .29 3
IE S 1 1 4.29 3 1 LEI 03 5
[E=;M.05
C I n 21
�13 T e 1 U)
I �__
IE N 382.11 12" Lot 26
IE S 381.81 12"
rdM=3WM
BTM 380.41 ROBERT & CHERYL MCGIRK
IaE
N r2i;�l 22115 96TH AVE W
EDMONDS, WA
Q0
2�4111 STREET SOUTHWEST
FOUND MIC CONC FOUND MIC CONC
W/ PIN, DOWN 1.2' N 88'58'27" W(BASIS OF BEARINGS) ,Z29.95' W/ PIN, DOWN 0.5'
S 88*5827"
FOUND MIC CONC 229.95'
W/ PIN, DOWN 0.4'
Mon. not found
Held Plot Intersection
10 mirk
# I =
CONSTRUCTION KEYNOTES - STORM DRAINAGE
0 INSTALL CATCH BASIN TYPE 1.
(D INSTALL 4' DIA. PVC STUB FOR BLDG. FOUNDATION DRAINS.
INSTALL DETENTION TANK PER CITY OF EDMONDS STANDARDS.
110 LF, 127 DIA. ADS PER DETAIL 1.
INSTALL 12- DIA. ADS (N-12).
INSTALL 6* DIA. PVC STUB FOR BLDG DOWNSPOUTS & YARD DRAIN.
1 @6 POT HOLE EXISTING FIRE HYDRANT FOR DEPTH & REMOVE EXISTING
CULVERT SOUTH OF CATCH BASIN.
(D 12" DIA. YARD DRAIN.
INSTALL GRASS DRYWELL PER DETAIL 2.
106± 12* ADS 0 0.50X
N 88*55'54" W 459.96
220(h Street Southwest
I I 1 1
20 0 10 20
CONSTRUCTION KEYNOTES - WATER CUT/FILL QUANTrnES
CUT = 0 CU. YDS
NEW DOMESTIC WATER SERVICE. FILL = 150 CU. YDS
NET(FILL) 150 CU. YDS
NEW 3/4 INCH DOMESTIC WATER METER.
[73 ] CONNECTION POINT INTO THE EXISTING WATER MAIN.
PER OLYMPIC MEW WATER AND SEWER DISTRICT STDS.
CONSTRUCTION KEYNOTES - SANITARY SEWER
6-INCH DIA. SANITARY SEWER LINE.
6-INCH DIA. PVC SANITARY SEWER LINE TO CONNECT INTO
THE EXISTING SEWER MAIN PER OLYMPIC VIEW WATER AND
SEWER DISTRICT. LOCATION AND INVERTS TO BE FIELD VERIFIED.
6" SANITARY SEWER CLEAN OUT WITH LOCKING LAMPHOLE COVER.
GROSS AREA
(SF)
IMPERVIOUS SURFACE
(SF)
ROOF ROAD/DW
TOTAL
IMPERVIOUS
AREA (SF)
PERVIOUS
AREA (SF)
EXISTING
IMPERVIOUS
(SF)
INCREASE
IMPERVIOUS
(SF)
DETENTION (CF)
REQUIRED
PROVIDED
EAST LOT (INCLUDING 15' ESMT)
9,890
1,950 2,190
4,140
4,259
1,600
1 2,540
1 63
89
WEST LOT (EXCLUDING 15' ESMT)
6,500
2,170 840
3,010*
4,990
3,010
0
0
0
* 735 SF IS EXISTING PAVED DRIVEWAY.
NOTE: THE GROSS SQUARE FOOTAGE OF THE LOT DOES
NOT INCLUDE THE EASEMENT AREA.
'SE*-'*P'LAN S HAVE BEEN'_P REP-)
OR
LU
P��_
110.00,
EXISTING GROUND SURFACE
01N. FLEV=383.10± 01 1
-4in
'F r
I!L'1TI'-1 041 tMl rfiL !m!L 14.7 R TF 17TFVFF
OVERFLOW
ELEV=381.05 ELEV=381.60
HO-.@'---T2; DIA. ADS (N-12)
S=0.005/FT 89.0 CU. FT. STORAGE INLET
Ja OUTLET ELEV=380.05 IE=380.
IE=379.96
C, L
V=381-C
ELEV=380.1
j9.6 - I 'I
DIA. 0 1.0%
0.625" DIA. ORIFICE-] TYP 1 CATCH
TYPE 1 CATCH BASIN #2
BASIN #1
FLOW CONTROL STRUCTURE WITH DETENTION TANK SEC11ON
I ' J NTS
21
FIRE AND AD ADDRESS SIGN RE-01
/_ RANDOM FILL
X X
6tXY.
MN.
A
A C)v, �0
A,p C) �j Ao4
A v'A A0
A C)
Q� A
A
C) 1_�) v Q� A C)l
V; A vAOA
2' X
DRYWELL DETAIL
NTS
DRIVEWAY SECTION
AccEp 13LE TIGH7LINE �N TF
SDR 35 TERIAL
EH 40
N 12
F810 HANCOIJ
CONTACT OLYMPIC VIEW
WATER/SEWER DISTRICT
APPROVED AS NOTED
BY ENGINEERING
Date:
TEMPORARY CONSTRUCTION
ENTRANCE REQUIRED
OWNERICOUMOTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
-WRAP WASHED ROCK WITH
FILTER FABRIC
e PERFORATED PIPE
1/2--l" WASHED ROCK
12.0'
'-- 2* CL "B" ASPHALT
3" CRUSHED SURFACE TOP COURSE
1.5'
-E:V6" TO DOWNSPOUTS
& YARD DRAIN
- TYPE 1 CATCH
BASIN #3
SPECIAL TOPOGRAPHIC NOTE -
ALL TOPOGRAPHY ON THIS PLAN PROMDED BY OTHERS AND
CG ENGINEERING ASSUMES NO RESPONSIBILITY OR ITS ACCURACY.
EXISTING GRADE
APPROVED FOR CONSTRUCTION
ASSISTANT CITY ENGINEER DATE
1� I S
'ar
1EXPIRES.-III/07/021,131/5/o/ I
0
F-
U)
W
0
DESIGN:
CVVK
DRAWN:
JRZ
CHECK:
JSH
JOB NO:
00126.20
DATE:
2/22/01
z
CL
W
Ld
bi
V)
Id
0
V)
I--
<
LjJ
3:
0:�
V)
I
n I
b_1 0 Ld
0 <
ry
Ljj 00
Lij
0
> 0)
0
=
V)
< <
Lij
LLJ
z
<
ILO V) <
<
z
-17
0 0
C-4
c)
VZ
: -2
C 0
.
SHEET:
_'FOR'AGENCYR
... SUB`JECT_TOCHANGE. DO.
T USE F
ONSTRUCTION OR BIDDING PURPOSES WITHOUT SIGNED,
Y APPROVAL STAMP. CALL BEFORE YOU DIG 1-800-424-5555.
I
22103 96TH AVENUt'= WL=Sl
EDMONDS, WA
OWNER CONSULTANTS LEGAL DESCRIPTION
SCOTT KECHLOIAN CIVIL ENGINEER LOT 27, BLOCK 1, PINE ACRES, ACCORDING TO THE PLAT
5710 200TH ST. A SUITE 100 CG ENGINEERING THEREOF, RECORDED IN VOWME 13 OF PLATS, PAGE 63,
LYNNWOOD, WA 98036 111 MAIN ST. SUITE 106 RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
EDMONDS, WA 98020
425.778.8500 FAX 778.5536 VERTICAL DATUM
APPLICANT CONTACT' JEFF HAYNES
SCOTT KECHLOIAN CITY OF EDMONDS (MSL) PER R/R SPIKE IN POWER POLE AT NE
2710 200TH ST. A SUITE 100 CORNER OF INTERSEMN OF 224TH ST. SW AND 96TH ST. W
LYNNWOOD, WA 98036 PER FB 22AD, PG. 20 ELEV. 390-84.
SHEETINDEX
C1.1 COVER SHEET & GENERAL NOTES
C2.1 DRAINAGE� WATER & SEWER PLAN
DRAINAGE DETAILS
ABBREVIATIONS
DESCRIPTION
ACP ASPHALT CONCRETE PAVEMENT
N
NIC
NORTH, NORTHING
NOTIN CONTRACT
ASPH ASPHALT
NO
NUMBER
NTS
NOT TO SCALE PROPERTY LINE
BLDG BUILDING
BC BOTTOM OF CURB
OC
ON CENTER CENTERLINE
C COMPACT/CONDUIT/CURVE
OD
OUTSIDE DIAMETER CLEARING LIMITS 13OUNDARY
OIL SEPARATOR
CIL CENTERLINE
OS
CB CATCH BASIN
P
POWER 3EDIMENT BARRIER
CMP CORRUGATED METAL PIPE
PC
POINT OF CURVATURE
co CLEANOUT
Pi
POINT OF INTERSECTION 0TOUR LINE
CONC CONCRETE
CONST CONSTRUCTION
PIV
POST INDICATOR VALVE
CY CUBIC YARD
PL
PROPERTY LINE FENCE
CONIFEROUS TREE
PNT
PSF
COORDINATE POINT
POUNDS PER SQUARE FOOT
PSI
POUNDS PER SQUARE INCH
DDCVA DOUBLE DETECTOR CHECK VALVE ASSEMBLY
PT
POINT OF TANGENCY SANITARY SEWER LINE
DIM DIMENSION
PVC
POLYVINYL CHLORIDE/POINT OF VERTICAL CURB
DIA DIAMETER
PVI
POINT OF VERTICAL INTERSECTION OANHOLE
DIP DUCTILE IRON PIPE
PVMT
PAVEMENT
Dw DOMESTIC WATER
PVT
POINT OF VERTICAL TANGENCY
DW DOMES11C WATER
soDs DECIDUOUS TREE
R
RADIUS STORM DRAIN PIPE
RCP
REINFORCED CONCRETE PIPE ''I
E EAST, EASTING
RDCO
ROOF DRAIN CLEANOUIT `OOTING DRAIN
EA EACH
RED
REDUCER
Ej EXPANSION -JOINT-
.
RE!NF
REINFORCING �ATCH BASIN (TYPE 1)
ELE CT ELECTRICAL
RJ
RESTRAINED JOINT
ELEV ELEVATION
Rli'
RIGHT ATCH BASIN (TYPE 2)
EOA EDGE OF ASPHALT
EOP EDGE OF PAVEMENT
S
SOUTH LEANOLIT
EX EXISTING
SD
STORM DRAIN
EXT EXTERIOR
SDMH
STORM DRAIN MANHOLE 1EANOUT AND WYE
SECT
SECTION
FDC FIRE DEPARTMENT CONNECTION
Sim
SIMILAR SURFACE SWALE
FDCO FOUNDATION DRAIN CLEANOUT
so
SQUARE
F FINISH FLOOR
SS
SANITARY SEWER )RAINAGE PATTERN
FH FIRE HYDRANT
ssco
SANITARY SEWER CLEANOUIT
AL FLANGE
STA
STATION
FS ARE SERVICE
STD
STANDARD
FT FIEET/IFOOT
STIL
STEEL
FU FRANCHISE UTILITIES (POWER, GAS, TELEPHONE, CTV)
NATER
G GAS, GUTTER
T
T8
TELEPHONE VATER METER
THRUST BLOCK
Gv GATE VALVE
Tc
TOP OF CURB
TE
TOP ELEVATION IlRE HYDRANT
H HORIZONTk HEIGHT
Tc
TOP OF GRATE GATE VALVE
HP HIGH POINT
TOB
TOP OF BANK
TOC
TOP OF CONCRETE TEE
ID INSIDE DIAMETER
TYP
TYPICAL
IE INVERT ELEVATION
90* - BEND
VC
VERTICAL CURVE
L LENGTH/UNE
7HRUST BLOCK
LF UNEAR FOOT
W
WEST, WATER, WIDTH
LP LOW POINT
W/
WITH CAP
LT LEFT
WM
WATER METER
WS
WATER SEPARATOR
MAX MAXIMUM
MECH MECHANICAL
YD
YARD
MH MANHOLE
MIC MONUMENTIN CASE
@
AT
MIN MINIMUM
mi MECHANICAL JOINT
7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON
MON MONUMENT
HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM
AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY
AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE
GENERAL NOTES
CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY
1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM
TO THE
LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER
CITY OF EDMONDS STANDARDS, THE FOLLOWING SPECIFICATIONS AND CODES,
UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION
AND ALL OTHER APPLICABLE LOCAL, MUNICiPAL, STATE, AND FEDERAL CODES,
OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND
RULES AND REGULAT71ONS:
CONDITION OF EXISTING UTIIJTY LINES AT CONNECTION OR CROSS1140 POINTS
-1997 UNIFORM BUILDING CODE
BEFORE TRENCHING FOR NEW UTILITIES. CG ENGINEERING ASSUMES NO
-2000 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE
AND
RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING
MUNICIPAL CONSTRUCTION
UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS.
-WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT
8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING
MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION)
CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION
2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER
SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.
TO WSDOT STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION.
9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE
3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER
PROJECT SITE BEFORE STARTING WORK AND SHAII NOTIFY OWNER'S
CONSTRUCTION IS IN PROGRESS.
DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF
REPRESENTATIVE OF ANY DISCREPANCIES.
10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO
4.
RECORD AND THE LOCAL GOVERNING AUTHORITY.
5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS
FIELD CONDITIONS.
11. CONTRACTOR SHALL OBTAIN A COPY OF THE GIOTECHNICAL REPORT
ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT
(WHERE APPLICABLE) AND SHALL THOROUGHLY FAMIUARIZE HIMSELF WITH THE
CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE
CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT
OWNER PRIOR TO PROJECT COMPLETION AND ACCEPTANCE.
COMPLIANCE WITH THE RECOMMENDATIONS OF 1111S REPORT.
6. ELEVA11ONS SHOW74 ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION.
12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE
RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT.
ITHESE PLANS HAVE BEEN PREPARED FOR AGENCY REVIEW AND ARE SUBJECT
LEGEND
EXIST
X_ X_
- -ss
0
PROPOSED
X�x
--100-
�X_x
*o--ss
0
El 0
0 0
0
DESCRIP11ON EXIST
CONCRETE PAVEMENT
PGIS AREA
EXISTING PAVEMENT
ROCKERY
20.0
SPOT ELEVATION I
TELEPHONE LINE
UNDERGROUND ELECTRICAL UW E - - - - -
GAS LINE G - - - - -
PRESSURE LINE p - - - - -
-WA- ---USA
Ay
Fri
�3_
A
E
13. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON
MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL.
IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS
PRESENT AT SUBGRADE El EVATION, REMOVE AND REPLACE WITH COMPACTED
STRUCTURAL FILL PER GEOTECHNICAL REPORT.
14. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS
OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE
FEATURES.
15. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDA11ON DRAINS.
FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES.
THEY ARE NOT TO BE CONNECTED TO THE DETENTION SYSTEM BUT MAY BE
CONNECTED TO THE OUTFLOW SIDE OF THE CONTROL STRUCTURE.
16. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN
OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE
APPROVED BY THE ENGINEER.
17. ALL ROOF DRAINS, PERIMETER FOUNDA11ON DRAINS, CATCH BASINS AND
OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM.
18. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR
INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS.
19. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OF SITE
SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION COND11ION
IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS.
20. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABIIJZED BY OTHER
ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC
GRADING AND EROSION CONTROL REQUIREMENTS.
21. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY
SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR
APPROVAL.
22. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT
AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED.
23. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED
CONTOURS OR SPOT ELEVATIONS SHOWN.
0 CHANGE. DO NOT USETOR CONSTRUCTIO,
F,
./- 20.0
T
E
24. ANISHED G DE %ALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM
57. SLOPE FOR MINIMUM DISTANCE OF 10 FEET
25. CONTRACTO SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN
SHORING AND BACING AS NECESSARY TO PROTECT WORKERS, EXISTING
BUILDINGS, STRETS, WPLKWAYS, UTILITIES AND OTHER EXISTING AND
PROPOSED IMPRIVEMENS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING
EMBANKMENTS. #NTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF
SHORING AND BACING, AS REQUIRED.
26. CONTRACTOf SHALL NOTIFY THE OLYMPIC VIEW WATER AND SEWER DISTRICT
24 TO 72 HIRS N ADVANCE OF ALL WATER SERVICE INTERRUPTIONS, HYDRANT
SHUTOFFS. STRI-T CLOSURES WILL NOT BE ALLOWED. STEEL PLATES SHALL BE
USED IF NECESNY. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY
HYDRANTS WITHOT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL
27. COORDINAltAND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY
RELOCATIONS Atj)/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND
APPROPRIATE UILITY COMPANIES. CONNECTIONS TO EXISTING UTIU11ES SHALL
BE MADE ONLY ITH THE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING
SAID UTILITIES AD NTH 72 HOURS ADVANCE NOTICE.
28. EXISTING UlJTY LINES IN SERWCE WHICH ARE DAMAGED DUE TO
CONSTRUCTION 'ORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND
INSPECTED ANDkCCEPTED BY OWNER'S REPRESENTATIVE PRIOR TO BACKAWNG.
29. NEW LITILITYLOCATIONS ARE GENERALLY SHOWN BY DIMENSION. WHERE NO
DIMENSIONS ARONDICATED, LOCA11ONS MAY BE SCALED FROM DRAWINGS. FIELD
ADJUSTMENTS SALL BE APPROVED BY OMER'S REPRESENTATIVE
30. WHERE NEWPIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS,
PLACE POLYETHILENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES.
31. SEE MECHAICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF
SITE UTILITIES YTHIN THE BUILDING.
32. SEE ELECTFCAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL
WORK.
33. SEE LANDSAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION
SYSTEM.
34. THE CONTRCTOR SHALL CONNECT WATER AND SEWER SERVICES IN
ACCORDANCE WH OLYMPIC MEW WATER AND SEWER DISTRICrS
STANDARD DEVILOPER EXTENSION AGREEMENT.
DRAINAGE NOTG
1. ALL STORM EWER PIPE SHALL CONFORM TO THE CITY OF EDMONDS STANDARDS.
2. ALL PIPE %1L BE PLACED ON STABLE EARTH, OR COMPACTED GRAVEL MATERIAL
3. BACKFILL SIALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE OR PIPE -ARCH IN LAYERS
WITH A LOOSE NERAGE DEPTH OF 6", MAXIMUM DEPTH 8", THOROUGHLY TAMPING EACH LAYER.
COMPACTED LNERS MUST EXTEND FOR ONE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE
SIDE OF THE TENCH. (REFER TO WSDOT STANDARD SPECIFICATION 7-04.3(3) AND STANDARD
SPECIFICATION !-03.3(14)C, METHOD B & C.
4. BACKFILL MAERIAL UNDER PAVEMENT (PUBLIC OR PRIVATE) SHALL BE COMPACTED TO 957.
USE REASONAEE CARE IN HANDLING AND INSTALLATION.
5. ALL DRAINAC PIPE COUPLINGS, FITnNGS, ADAPTERS & APPURTENANCES
SHALL BE SPEGFICALLY DESIGNED FOR THE INSTALLED PIPE AND SHALL BE
INSTALLED PERMANUFACTURER'S RECOMMENDATIONS.
1. ALL CATCH EASINS SHALL BE TYPE 1 UNLESS OTHERWISE NOTED.
2. ALL CATCH LASINS WITH A DEPTH OVER 5.0 FEET TO THE FLOW LINE SHALL BE A
TYPE 11 CB OR IARGEF (MANHOLE).
3. THE CONTRAfTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL MANHOLE, INLET, AND CATCH
BASIN FRAMES AND GRATES JUST PRIOR TO POURING OF CURBS AND PAVING.
4. ALL CATCH BASIN ORATES SHALL BE SET TO PAVEMENT LEVEL
5. ALL TYPE 11 CATCH BASIN MANHOLES, INLET, AND CATCH BASINS SHALL HAVE LOCKING UDS.
6. STANDARD LIDDER STEPS SHALL BE PROVIDED IN AH CATCH BASINS AND MANHOLES
EXCEEDING 5 FEET IN DEPTH.
7. CATCH BASIN' GRAlES IN CITY RIGHT-OF-WAY SHALL BE SET TO FINISHED GRADE, NOT
BELOW PER CID' OF EDMONDS STANDARDS.
OR BID[,)ING PURPOSES WITHOUT SIGNED AGE
EROSION CONTROL NOTES
18.30.050 DEVELOPMENT APPROVAL STANDARDS FOR ER(SION AND 9. ESC MINIMUM REQUIREMENT - SEDIMENT TRAPPING. PRIOR TO LEAVING
SEDIMENTATION CONTROL (ESC) PLAN.
THE SITE, STORM WATER RUNOFF SHALL PASS THROUGH A SEDIMENT
POND OR SEDIMENT TRAP, OR OTHER APPROPRIATE BMPS. SEDIMENT
A. ESC MINIMUM REQUIREMENTS. ALL ACTIVITIES NECESSITCnNG A
PONDS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS, AND
CLEARING OR GRADING PERMIT AND ALL UTILITY PROJECTS CONSISTING
OTHER BMPS INTENDED TO TRAP SEDIMENT ON -SITE SHALL BE
OF MORE THAN 500 LINEAL FEET OF TRENCH EXCAVATION SHALL BE
CONSTRUCTED AS A FIRST STEP IN GRADING. THESE BMPS SHALL BE
REQUIRED TO CONTROL EROSION AND SEDIMENT DURING C)NSTRUICTION
FUNCTIONAL BEFORE LAND DISTURBING ACTIVITIES TAKE PLACE.
AND TO PERMANENTLY STABILIZE EXPOSED SOIL RESULTIN; FROM
EARTHEN STRUCTURES, SUCH AS DAMS, DIKES, AND DIVERSIONS SHALL
CONSTRUCTION. PROJECTS INVOLVING A CRITICAL AREA MlY ALSO BE
BE SEEDED AND MULCHED ACCORDING TO AN APPROVED TIMETABLE.
REQUIRED TO COMPLY WITH ANY COMBINATION OF THE E$ MINIMUM
10. ESC MINIMUM REQUIREMENT - CUT AND ALL SLOPES. CUT AND FILL
REQUIREMENTS. COMPLIANCE WILL BE DEMONSTRATED THOUGH THE
SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT
IMPLEMENTATION OF AN APPROVED ESC PLAN. GUIDELINES FOR
WILL MINIMIZE EROSION. IN ADDITION, SLOPES SHALL BE STABILIZED IN
PREPARING ESC PLANS ARE PROVIDED IN THE MANUAL TIIE PLAN
ACCORDANCE WITH ESC REQUIREMENT NO. 2.
MUST ADDRESS THE FOLLOWING REQUIREMENTS-
11. ESC MINIMUM REQUIREMENT - CONTROLLING OFF -SITE EROSION.
PROPERTIES AND WATER WAYS DOWNSTREAM FROM DEVELOPMENT SITES
1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS IOUTE.
SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE
CONSTRUCTION VEHICLE ACCESS SHALL BE, WHENEVER PRWTICAL�
VOWME, VELOCITY, AND PEAK FLOW RATE OF STORM WATER RUNOFF
LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE STABILZED WITH
FROM THE PROJECT SITE.
QUARRY SPALLS OR CRUSHED ROCK TO MINIMIZE THE TKKING OF
12. ESC MINIMUM REQUIREMENT - STABILIZATION OF TEMPORARY
SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPOFTED ONTO A
CONVEYANCE CHANNELS AND OUTLETS. ALL TEMPORARY ON -SITE
ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUG�LY AT THE
CONVEYANCE CHANNELS SHALL BE DESIGNED, CONSTRUCTED AND
END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM k'OADS BY
STABILIZED TO PREVENT EROSION FROM THE EXPECTED VELOCITY OF
SHOVELING OR SWEEPING AND BE TRANSPORTED TO A C011TROLLED
FLOW FROM A TWO-YEAR, 24-HOUR FREQUENCY STORM FOR THE
SEDIMENT DISPOSAL AREA WITHIN 24 HOURS. STREET WASiING SHALL
DEVELOPED CONDITION. STABILIZATION ADEQUATE TO PREVENT EROSION
BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS 11ANNER.
OF OUTLETS, ADJACENT STREAM BANKS, SLOPES AND DOWNSTREAM
2. ESC MINIMUM REQUIREMENT - STABILIZATION OF EXPC,.�O AREAS. ALL
REACHES SHALL BE PROVIDED AT THE OUTLETS OF ALL CONVEYANCE
SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL B� STABIJJZED
SYSTEMS.
BY SUITABLE APPLICATION OF BMPS, INCILUDING, BUT NOT,'!MlTr-D TO,
13. ESC MINIMUM REQUIREMENT - STORM DRAIN NILET PROTECTION. ALL
SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASAIC OR
STORM DRAIN INLETS MADE OPERABLE DURING CGASTRUCTION SHALL
MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNE . D, Mi'MAINTAINED
BE PROTECTED SO THAT STORM WATER RUNOFF SHALL NOT ENTER
'ALL BE
IN ACCORDANCE WITH THE MANUAL THE EXPOSED SOILS'
THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR
STABILIZED ACCORDING TO AN APPROVED TIMETABLE. (TYrRiCALLY, NO
OTHERWISE TREATED TO REMOVE SEDIMENT.
SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYI FROM
14. ESC REQUIREMENT - REMOVAL OF TEMPORARY BMPS. ALL TEMPORARY
OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVA DAYS
EROSION AND SEDIMENT CONTROL BMPS SHALL BE REMOVED WITHIN 30
FROM MAY 1 THROUGH SEPTEMBER 30).
DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE
3. ESC MINIMUM REQUIREMENT - PROTECTION OF ADJACE'IT PROPERTIES.
TEMPORARY BMPS ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL
ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIIENT
BE REMOVED OR STABILIZED ON SITE. DISTURBED SOIL AREAS
DEPOSITION BY APPROPRIATE USE OF VEGETATIVE BUFFE! STRIPS,
RESULTING FROM REMOVAL SHALL BE PERMANENTLY STABIUZED.
SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, 01. BY A
15. EROSION AND SEDIMENT CONTROL REQUIREMENT - DEWATERING
COMBINATION OF THESE MEASURES AND OTHER APPROPRATE BMPS
CONSTRUCTION SITES. DEWATERING SYSTEMS SHALL DISCHARGE INTO A
4. ESC MINIMUM REQUIREMENT - MAINTENANCE. ALL ERGION AND
SEDIMENT TRAP OR SEDIMENT POND.
SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECRO AND
16. EROSION AND SEDIMENT CONTROL REQUIREMENT - CONTROL OF
MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERF(IRMANCE OF
POLLUTANTS OTHER THAN SEDIMENT ON CONSTRUCTION SITES. ALL
THOR INTENDED FUNCTION. ALL MAINTENANCE AND REPAI,�l SHALL BE
POLLUTANTS OTHER THAN SEDIMENT THAT OCCUR ON SITE DURING
CONDUCTED IN ACCORDANCE WITH THE MANUAL
CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER
5. ESC MINIMUM REQUIREMENT - OTHER BMPS. AS REQUIRED BY THE
THAT DOES NOT CAUSE CONTAMINATION OF STORM WATER.
CITY, OTHER APPROPRIATE BMPS TO MITIGATE THE EFFECTS OF
17. EROSION AND SEDIMENT CONTROL REQUIREMENT - FINANCIAL
INCREASED RUNOFF SHALL BE APPLIED
LIABILITY. PERFORMANCE BONDING, OR OTHER APPROPRIATE FINANCIAL
6. EROSION AND SEDIMENT CONTROL REQUIREMENT - UNjERGROUND
INSTRUMENTS, SHALL BE REQUIRED FOR ALL PROJECTS TO ENSURE
UTILITY CONSTRUCTION. THE CONSTRUCTION OF UNDERWUND UTILITY
COMPLIANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL
LINES SHALL SPECIFICALLY ADDRESS THE FOLLOWING:
11ATERIALS;
A. EROSION CONTROL FOR EXCAVATED AND STOCKPILED
B. THE PLACEMENT OF EXCAVATED MATERIAL WERE COIGISTENT WITH
SAFETY AND SPACE CONSIDERA11ONS SHALL BE PLACED �N THE
UPHILL SIDE OF TRENCHES; i
C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTOSEDIMENT
TRAPS, SEDIMENT PONDS, OR OTHER ACCEPTABLE MEAN�;
D. TRACKING AND SPIWNG OF MATERIALS ON STREETS FJE TO
HAULING;
E. DAILY CLEANUP AND STREET MAINTENANCE.
7. ADDITIONAL ESC MINIMUM REQUIREMENTS FOR LARGER �EVELOPMENTS.
ALL NEW DEVELOPMENT AND REDEVELOPMENT THAT INCI.19ES LAND
DISTURBING ACTIVITIES OF GREATER THAN, OR EQUAL T0,ONE ACRE
IN ADD11ION TO MEETING THE MINIMUM REQUIREMENTS SbI FORTH
ABOVE SHALL COMPLY WITH ESC REQUIREMENTS LISTED LKLOW.
8. ESC MINIMUM REQUIREMENT - DELINEATE CLEARING A EASEMENT
LIMITS. IN THE FIELD, MARK Cl FARING LIMITS AND/OR ANY EASEMENTS,
SETBACKS, SENSMVE/CRiTICAL AREAS AND THE BUFFERS, TREES AND
DRAINAGE COURSES.
h I
APPROVED FOR CONSTRUCTION
ASSISTANT CITY ENGINEER DATE
Y APPROVAL STAMP. CALL BEFORE I
DIG 1-800-424-5555.
711,1111 lm�ll
S
A
W-1,12.4
EXPIRES:11/07/021 -zlt%/d I
z
0
U)
w
0
DESIGN:
CVVK
DRAWN:
JRZ
CHECK:
JSH
JOB NO:
COU415.'
-64
DATE:
ol
2//�/22/01
I—
V)
QJ
<
-i
Lij
0
n
D
N
Z
0
CK
L.Lj
00
0
>
0)
-r
<
<
V)
<
V)
0
0
0
c)
v-
:2
bi
C1111
M
Nell
N
Lli
SHEET:
V)
0
z
<
<
cy-
Lj
Z
Li
00
cy
0
r
V)
Li
>
0
:D
U
11
City of Edmonds SP #S-20-xxx
ot found
MHel'd Plat Intersection
1p,, -*'-- EX. ff CULVERT
2-11
Of
3:
EX. CB
RIM=382.36
IE=379.46
00
C -�
CID
'44
1
125 LF
(D
S=0.04%
CB TYPE 1
GE J8J�JO
IE N 381.40 12"
IE S 381.40 12"
BTM 379.70
CB Typ(: I
00
(n
GL 5b4.Zl
IE N 382.11 12
(7;
IE S 381.81 12"
BTIVI 380.41
C.0
CF)
OUND MIC CONC
4L�Wl PIN, DOWN 1.�
CONSTRUCTION KEYNOTES - STORM DRAINAGE
0 INSTALL CATCH BASIN TYPE 1.
(D INSTALL 4! DIA. PVC STUB FOR BLDG. FOUNDATION DRAINS.
INSTALL D N11ON TANK PER CITY OF EDMONDS STANDARDS-
12QE
110 LF, DIA. ADS PER DETAIL 1.
INSTALL 12' DIX ADS (N-12).
(D INSTALl- 6* DIA. PVC STUB FOR BLDG DOWNSPOUTS & YARD DRAIN.
POT HOLE EXISTING FIRE HYDRANT FOR DEPTH & REMOVE EXISTING
CULVERT SOUTH OF CATCH BASIN.
12" DIA. YARD DRAIN.
INSTALL GRASS DRYWELL PER DETAIL 2.
100'± 12" ADS 0 0.50X
N 885554" W 459.90'
220th Street Southwest
Lot 28
- 11 �'rn A (11 1
Lot 26
ROBERT & CHERYL MCGIRK
22115 96TH AVE W
EDMONDS, WA
24TH STREET SOUTHWEST
N 88-58'27- W(3ASIS OF BEARINGS) X29.95'
NF 1/4, SF 1/4 SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 FAST, W.M.
Found MIC Conc
w/ Pin, Down 1.5'
I EXISTING IRAINAIEJ
PATTERN
FLOOR .5 /1 15, -C*� 1
IV% 00ix
4Z
L11
C"
0 : , <
C)
C)
0
U)
LLj
x LLj
LO
-lx
x
LINK FENN
L x
SET REBAR &
CAP, LS 30581
D
CONSTRUCTION KEYNOTES- WATER CUT/FILL QUANTITIES
CUT = 0 CU. YDS
NEW DOMESTIC WAlEl SERVICE. FILL = 150 CU. YOS
NET(FILL) 150 CU. YDS
OMIL C WATER METER.
NEW 3/4 INCH D )ill
3 CONNECTION POINT ITO THE EXISTING WATER MAIN.
PER OLYMPIC VIEW �TER AND SEWER DISTRICT STDS.
CONSTRUC11ON KEYNOTE!, - SANITARY SEWER
6-INCH DIA. SANIT�Y SEWER LINE.
6-INCH DIA. PVC SAITARY SEWER LINE TO CONNECT INTO
THE EXISTING SEWERMAIN PER OLYMPIC VIEW WATER AND
SEWER DISTRICT. LOCITION AND INVERTS TO BE FIELD VERIFIED.
6' SANITARY SEWER (LEAN OUT WITH LOCKING LAMPHOLE COVER.
GROSS AREA
(SF)
IMPERVIOUS SURFACE
(SF)
ROOF ROAD/DW
TOTAL
IMPERVIOUS
AREA (SF)
PERVIOUS
AREA (SF)
EXISTING
IMPERVIOUS
(SF)
INCREASE
IMPERVIOUS
(SF)
DETENTION (CF)
REQUIRED
PROVIDED
9,890
1 1,950 2,190
4,140
1 4,259
1,600
'2,540
63
89
EAST LOT (INCLUDING 15' ESMT)
WEST LOT (EXCLUDING 15 ESMT)
6,500
2,170 840
3,010*
3,010
0
0,
1 0
735 SF IS EXISTING PAVED DRIVEWAY.
NOTE: THE GROSS SQUARE FOOTAGE OF THE LOT DOES
NOT INCLUDE 'ME EASEMENT AREA.
A Y " R L VIEW'"AND'-'-A
TIJESE --- PLANS H ' VE-**'B'EEN'-'-*'-r'REP*'ARED'- "FOR" AGEN C
FOUND MIC CONC
W/ PIN, DOWN 0.4'
C9
LU
LO
:z
TEIDRAfiY '4"':-jI,�&i'fiUCTION
TRANCE REQUIREP
NDD*s 'S S\G 1 ��Qoav--g
CONTACT OWIC VIEW
WATER /SEW� DISTRICT
110.00'
+ EXISTING GROUND SURFACE A,0. ELEV=384.00
MIN. EV=383.10
IE=381.00
6" TO DOWNSPOUTS
& YARD DRAIN
OVERFLOW
"381.60 '-ELEV=381.05 (as /Z If/ ELEV=381.60
-tll� - )27 DIA. ADS (N-12)
S=(�005/FT 89.0 CU. FT. STORAGE INLET
Ja L OUTLET ELEV=380.05 IE=380.60,.
IE=379.96")
9.0' - 12
DIA. @ 1.0%
rl
TYPE 1 CATCH
TYPE1 CATCH 0,625" DIA. ORIFICE-/ TYPE 1 CATCH BASIN #3
BASIN #1 BASIN #2
S
FLOW CONTROL STRUCTURE NTH DETEN11ON TANK SEC11ON
NTS
T
RANDOM FILL
Vo
rEXPIRES-.1I/01/`0`2j
20
6v
ol
MN.
C) A
A Ao4
v PA AO
I) A I) C)
A
A
A v A (:��A A C)
X 2'
DRYWELL DETAIL
NTS
1.5'
DRIVEWAY SEC11ON
NTS
OWNERICONT'RACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
WRAP WASHED �ROCK NTH
FILTER FABRIC
4" PERFORATED PIPE
1/2"-l" WASHED ROCK
12.0'
"-27 CL "B" ASPHALT
3"CRUSHED SURFACETOP COURSE
APPROVED AS NOTED
ACCEPTABLE TIGHTLINE 13Y
MATERIAL =lNEERING
SDR 35 tA ��
SCH 40 Date:
N -12
F810 HANCOR
SPECIAL TOPOGRAPHIC NOTE -
ALL TOPOGRAPHY ON THIS PIAN PROVIDED BY OTHERS AND
CG ENGINEERING ASSUMES NO RESPONSIBILITY OR ITS ACCURACY.
EXISTING GRADE
APPROVED FOR CONSTRUCTION
ASSISTANT CITY ENGINEER DATE
z
V)
IAJ
M
LLJI
I
I
I
I
I
I I
y-
DESIGN:
CWK
DRAWN:
JRZ
CHECK:
JSH
JOB NO:
00126.20
DATE:
2/22/01
z
Ld
0
V)
<
Lij
V)
LLJ
LIJ
0
LLJ 00
LLJ
0
> 0')
-F
V)
< <
-17 z
LLJ
L.1i
0
0
<
<
<
0
z
Z
0
:2
Cy-
Cy-
Lli
Ne
N LLJ
SHEET:
T'--T0''-CHANGE. DO NOT USE FOR CONSTRUCTION OR 131* PURPOSES WITHOUT SIGNED A
AL STAMP. CA
FORE YOU DIG 1-800-424-