21910 78TH PL W.PDFlill 11111111
6717
21910 78TH PL W
ADDRESS: 7g7;�
TAX ACCOUNT/PARCEL #:
BUILDING PERMIT (NEW STRUCTURE) #:
COVENANTS (RECORDED) FOR:
CRITICAL AREAS #: DETERMINATION: [] Conditional Waiver E] Study Required El Waiver
CRITICAL AREAS #: DETERMINATION: El Conditional Waiver El Study Required E] Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORD FOR:
PERMITS (OTHER — list permit Vs):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE $:
LID #:
SHORT PLAT FILE:
LOT:
BLOCK:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) M
GEOTECH REPORT DATED:
STREET USEIENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
OTHER:
L:\TEMP\DST's\Forrns\Jana's Street File Checklist 5-14-08.doc
; 0
020
City of Edmonds
Development ' SmicmDepartment
Planning Division
Phone: 42�. , 77i;0120
Fax:. 425.771.0221
The. Critical'A'reas Checklist contained on IhisIfikinni-s to
be filled out by any person, preparing a I Development
Permit. Application for the City of Edmonds'prior to
his/her submittal. of the application to'thcCity.,
The purposc'6fthe Checklist is: to enable City staft to
deterini�e whether any �potential Critical Areas are, or
Date' Received:_0 (y )��00 (.o
City Receipt #:—P- 15-6, JQ 0 -_,� 19
Critical Areas.File'#:: & 6-A "J-00 40�_
. Cd ticail Areas Checklist Fee: $135.00,�;I
Date Mailed to.Aoplicant: '1-:- 1-1—
A property owner, or his/her authorized representative,
� . .1 ` m f t hepidist, sign and date it, and submit it.
ust ill 6u the c
to the -City. The� City will.revieW the checldist, make.a�
pr I ec . ursory site, viiit," and, make a determination ot the
'subsequent steps necessary,� to complete a Aevelopmer�t
permitapplicition.
May be, present -on' the subject property.. ..Me information Please submit a Vicinity�ma:P, Along with the signed copy
;needed to complete the Cheeldist should be easily, of this fortn'toisgist'City staff in finding'and locating the
available from, observations of the site or data available at specific piece of property described on this f6rm. In
City Hall (Cri0cal, are4s:� inventories, maps,, 'or soil addition, 'the appli� t h 11 micl other pertinent
Jcan ,. sq I I . We
0
surveys).. ififoiTnation, (O.g', s,ite--plan, t9o'graphy,map, etc.) or
studies in conjunction with'this�Q66kllsit to assi.stan staff
pre I e of the site.
!im nary ass ssment
The,updersi A and hiAer/its heits. �and assigns,, in coh9iddiiii.6wo the I proce . ssing of the appAication agrqps
,gnp Applida44
toxelease, indemnify,,defdrid and hold the City,,df Edmon&,hanlriless fr.om'any 4'nd all damages, including reasohable
attorney '.s: feds', � an'sing-fi-orki any action, or 4ifractibn based,, in *hole of part 'upon., false, mis,jeadig, . inaccurate or
incomplete infoi�6iation,.furiiishedlbvithe'applic.ant, his/her/its.age,nts-or,employees.,
By my sig I nat I ure, I cefiit
y1hat the in"ation,and exhibits herewith submitted are true and correctto the best of my
know'ledge.'and:dtatj am authorized to file this hpplica on wthebelialf (if -the owner'as,listed:bel6w.
0.0
S AIURE OF APPLICANVAG�NT :446Ae.11- , �� I - 11 , I � .
IGN DAM'
Pjropipfty�O..iwtittlg,Atithor-iiationl,,,
By my signaiturej I certify lt�O IhAve authorized,the. aboveApplicant/Agentl to, applyfior the subject land,use application,
and grant my permission, for the. public.officialls..'and. theestafflofthe City of- Edmonds, to'enter thesubject pfopqty-forthe.,
purposes of M§pection' and pbs.fina attendant t6ifiis mplication.
SIGNATUREOF0 DATE: -
PLEASE PRINT CLEARLY,
Owner/Appucant. App1icantlRepresentative:,.
Name Namol
2,t G 14-," -YL, ruY
ss
:Street Address Street
IP Cit zip
ate
City State Ot
y
T,61ephoinle:
Tel e,
Email address (optionab: Aadressfopoon24,
t
-#P20
CA File No:,
-Critical Areas Checklist
1-ite Inf0imation (soOs/topograp�y/hydrology/ve�etation)
1 Site'A dd ss/Location: "110,1 112-3 ZZO r. S7
2. PTopq.rtyT4x.Accbunt.Nuinb6 -Ob U I D; %0 00461 01500
00 HOOD Re
-7 Sr,
3. Approximate �ite Size- (acres or. square fee -3
.4. Is 1:16 site curren4y developed?,-)�yes; no.
Ityes"'ho is.�sit6:developed?''O(
50 Describe general site topography. Check all that apply.
flat: 'less thari 5-jeet elevation cha!- n. r tire site.
ge ove en
sjoposor� site: generally less than 15% (a vertical, n1sW of 10-feet over a.h.orizontal
Aiiiance, of 664eet)..
I-W slopes presentort site ourno , re than 15% and less th
an (a vertical rise of 10-ket
over.. a horizontal distance of to, 66-feet.).
Steep: grades Of zr, r than,30% present on.site (a. vertical nse; of 104eet,over a horf . zontal
eate
-of less
distance thap.-3.3146A).
a *be):
Other (ple se descri
.6. Site! contains arieasof yeAr�jround standin 1V 6'
gwater: Approx. Depth.
Site,q ontain�areas o f-seasonal
standing water. ;,^pprox. Depth:
What on(s) of the
s0as year—w-111
8. Siteisinthefloodw
4y ,
0. 8ite contains a c"reek or' 'an. area where water flows.across,the d suriace? FI
groun ows are -year-round?
lfw OL11 Flowsare seas ��(Whdt.tirneof y A0
e,
s
10. Site is prima d mixed
rilT'lofested mea ow
urban jandscaped.(lawn,:P,hrubs etc)
11. Obviouswetland is Present:,()n-site'
5. Site within designated. earth subsidence landshd6hazard area? No. 0 cA
DETERMINATION
WAIVER
STUDY Rf; 'MIRED
STONEBRIDGE, LOT 5
BELTON HOMES, LLC
Q
N 88*44'53" E 64.00' 16108 ASH WAY, SUITE 201
LYNNWOOD, WASHINGTON 98087
OFFICE : 425-775-8661 FAX : 425-742-8469
STATE REGISTRAT10N #BELTOHL883L2
5,611 sq. ft. C/) N
IF
r-L 0
�'CONC.PATIO.� co
16.50' 011
�40=�D=�390.11
�C= =91. 15
10' PUBLIC
DRAINAGE
:E EASEMENT
MF=391.0
IV 0
PLAN�472—A c.' -3
GARA E LEFT
CL
kto
GF=390.1
0
16.51 1g..5 . 0'... ---jo
5 114 SF
0' -/A=390.17
1" WATER
.0
SERVICE 1 CONIC.... C —01VkE �R C
'DRIVEWA. .50'
5--4-P
>
11" WATER SE�MCE 0 25.6
�54 3
4
=3
-13
10
'o
e07
. . . . . . 60
e4 41
Co. '4�
m YD 1p
> z 0
-10 z
m co
m co 1' PUBLIC
0 M eq- SIDEWALK
z EASEMENT
>
SS
10' PRIVATE
Z DRAINAGE >
< EASEMENT
o — 0
-.4 U) FOR LOTS 5' PLA�JTER
390 2-5 M
m 0 STRIP �TYP)
Z sl S�—Ss--N :* I
I ss-
14=380.80 SS
V PUBLIC
SIDEWALK T
EASEMENT co
FIRE Alu
HYDRANT
SITE PLAN INFORMATION BUILDING HEIGHT CALCULATION
(ORIGINAL GRADE) AREAS
PROPERTY OWNER & CONTRACTOR: A=390.17 MAIN FLOOR 1,104 SO. FT.
B=391.38 UPPER FLOOR 1,398 SO. FT.
BELTON HOMES, LLC C=391.15 GARAGE 604 SQ. FT.
16108 ASH WAY, SUITE 201 D=390.11 PORCH 114 SQ. FT.
LYNNWOOD, WA 98087 1,562.81 -- 4 = 390.70 AVE. ELEV. WALKWAY 126 SQ. FT.
425-775-8661 DRIVEWAY 541 SO. FT.
MAXIMUM HEIGHT = 390.70 + 25 PAT10 108 SO. FT.
SITE ADDRESS: =415.70
21910 78th PLACE W. PROPOSED MAX. ELEVAT10N=415.07
cf. EDMONDS, WA 98026
IMPERVIOUS AREAS
a I LEGAL DESCRIPTION:
LOT 5, STONEBRIDGE COURT HOUSE/EAVES/PORCH - 2,009 SQ FT
M 'PLIJ ZW-7CoZo DRIVEWAY 541 SQ FT SCALE: 1"=20'
rTH ASSESSOR'S PARCEL NUMBERS: CONCRETE 234 SQ. FT
TOTAL 2,784 SQ FT
00461000201500, 0' 5' 10' 20'
00461000201600, PROJECT BENCH MARK
00461000201701
TOP OF BRASS DISK IN CASE AT THE INTERSECTION OF
m LOT 5 INFORMATION 222nd STREET S.W. AND 76th AVENUE W.
TOTAL LOT AREA - ELEVATION : 374.92
5,611 SQUARE FEET DATUM : CITY OF MOUNTLAKE TERRACE - NGVD 1929
to LOT COVERAGE SITE BENCH MARK WILL BE FURNISHED AS CONSTRUCTION
os - IS COMPLETED
r- CnFOOTPjRINT - 1,825 SQ FT
42 rrtCOVEk'AGE 1,825--5,611=32.5%
aae& mare
0 n
mm
c,
0 cn LOVELL- SAU ERLAN D & ASSOCIATES, INC.,-19217 36TH AVE. W., SUITE 106, LYNNWOOD, WA 98036
Z0 TELEPHONE: 425.775.1591 LSA FILE NO. 4912 DATE: 8-30-12 DRAWN: JTT
0 3)
C=
CD m
�i
1" WATER SE�MCE —
zo
14�141
, 0 ��
41 15�
PLAN INFORMATION
PROPERTY OWNER & CONTRACTOR:
BELTON HOMES, LLC
16108 ASH WAY, SUITE 201
LYNNWOOD, WA 98087
425-775-8661
SITE ADDRESS:
STONEBRIDGE, LOT 5
BELTON HOMES, LLC
16108 ASH WAY, SUITE 201
LYNNWOOD, WASHINGTON 98087
OFFICE : 425-775-8661 FAX : 425-742-8469
STATE REGISTRATION 4BELTOHL L
OT -N
V) PTJ CD 0
0
0
0 :3 0
8p,
. \ I W\\\ I
ty
in
CL 0
0
co
71
/A=390.17
M3
IN,
-w<
lq� BUILDING HEIGHT CALCULATION
(ORIGINAL GRADE)
A=390.17
B=391.38
C=391.15
D=390,11
1,562.81 -- 4 = 390.70 AVE. ELEV.
MAXIMUM HEIGHT = 390.70 + 25
=415.70
21910 78th PLACE W. rMUrUZt.LJ Mf%A. r-Lr-VAHU1'4='tlZ).Uf
EDMONDS, WA 98026
LEGAL DESCRIPTION: IMPERVIOUS AREAS
LOT 5, STONEBRIDGE -COURT HOUSE/EAVES/PORCH 2,009 SQ FT
VL,W 2tb-7 C.,C>Zo DRIVEWAY 541 SQ FT
ASSESSOR'S PARCEL NUMBERS: CONCRETE 234 SQ, FT
TOTAL 2,784 SQ FT
C) 00461000201500,
z
00
,n a
mm
z
EM
z
-4
p
AREAS
MAIN FLOOR
1,104 SQ. FT.
UPPER FLOOR
1,398 SQ. FT.
GARAGE
604 SO. FT.
PORCH
114 SO. FT.
WALKWAY
126 SO. FT.
DRIVEWAY
541 SO. FT.
PATIO
108 SO. FT.
roll
SCALE: 1"=20'
%Nil%ii
ol 51 101 20'
00461000201600. PROJECT BENCH MARK
00461000201701
LOT 5 INFORMATION
TOTAL LOT AREA -
5,611 SQUARE FEET
LOT COVERAGE
FOOTPRINT - 1,825 SQ FT
co COVERAGE 1,825--.5,611=32.5%
TOP OF BRASS DISK IN CASE AT THE INTERSECTION OF
222nd STREET S.W. AND 76th AVENUE W.
ELEVATION : 374.92
DATUM : CITY OF MOUNTLAKE TERRACE - NGVD 1929
SITE BENCH MARK : WILL BE FURNISHED AS CONSTRUCTION
IS COMPLETED
0'�' cl v -11 Z- -�or Qpm- i V& -
t " .0.�
( " LOVELL- SAU ERLAN D & ASSOCIATES, INC., 19217 36TH AVE. W., SUITE 106, LYNNWOOD, WA 98036
fv TELEPHONE: 425.775.1591 LSA FILE NO. 4912 DATE: 8-30-12 DRAWN: JTT
iu
CONSTRUCTION SEQUENCE
Ems
1. ATTEND PRE- CONSTRUCTION MEETING. CALL ENGINEERING t3 IVI r- 7T�,
INSPECTOR (771-0220 EXT.1326) TO SET. UP MEETING. MULCHING EXPOSED Lovell- S auerland
2. CALL FOR UTILITY LOCATIONS (1-800-424-5555). SOILS(JM.) See- & Associates, Inc.
3. CONTRACTOR TO REVIEW AND READ ESC NOTES AND PLAN. BMP#C123 PLASTiq Engineers/S.urveyors/Planners
COVERING A Development Consultants
4. FLAG CLEARING LIMITS.
N 8.8044'53.)) E STOCKPILES(TYP.
19217 36th -Avenue W.
5. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO
APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, Suite 106
E1.1, E1.2, E1.3, AND ALL OTHER MEASU. RES THAT MAY BE, Lynnwood, WA 98036
REQUIRED DURING CONSTRUCTION. INTERCEPTOR SWALE SHALL 390 GENERAL NOTES phone: (425)775-1591
BE INSTALLED PRIOR TO SITE GRADING/CLEARING.
1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL�CONFORM TO THE CITY
FOOTIN OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND
T' t� lu CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL e-fnail: info@lsaengineering.com
6. CLEAR SITE PER THIS PLAN (DEMO, ROUGH GRADING). w ,
1�ED INTO CODES, RULES AND REGULATIONS: web: lsaengineering.com
7. CONTRACTOR TO ADHERE TO STABILIZATION OF EXPOSED AREA D 11 ENT 1SYSTEM SED SURFACIES To - CURRENT INTERNATIONAL BUILDING CODE (IBC)
REQUIREMENTS AND MAINTAIN DUST CONTROL. I-
ED INI - 2010 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND
ACCEPTABLE TIGHTILK MUNICIPAL CONSTRUCTION
8. INSTALL UTILITIES (SEWER, STORM, WATER, POWER, GAS, ETC.). ............ ........................ WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT 09
MATERIAL ........... .2% 1 \� TION)
390.3 SOUND BASIN (CURRENT EDI CO
SDR 35 MANUAL FOR THE PUGET A�
P.A-T1 0 V
9. FINAL GRADE/PAVE, MAINTAIN CB PROTECTION.
BCH 40 2. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A
10. LANDSCAPE, HYDROSEED AND. MULCH. ALL EXPOSED AREAS.. N -12 > x CIII SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT CONDITIONS
\-W, ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR -
DISTURBED AREAS SHALL BE COM POST- AMENDED. F810 HANCOR 390.5 390.50,
HI SLAB PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL 4989
11. REMOVE ESC DEVICES ONCE PERMANENT SITE STABILIZATION -.IV=389.8 BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE
MEASURES ARE INSTALLED. APPROVAL *BY CITY REQUIRED, I�
V 10' PUBLIC BUILDING OCCUPANCY/FINAL PROJECT APPROVAL.
PRIOR TO REMOVAL OF ESC DEVICES. 'ROO HI PT.
-F DRAIN
DRAINAGE 3. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION
EASEMENT 0 AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE
(1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. ?-ND $U5MITTAL-110/0/17.
EROSION AND SEDIMENT CONTROL(ESC) NOTES 0 YDR'AIN E. G. = 39 0. 0 -390.5 STO KM 4. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT
1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS ROUTE CONSTRUCTION VEHICLE: 'ABT FG AT FNDN G WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF
ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED To ONE ROUTE. ACCESS POINTS SHALL BE - 3.9' by f4�$ SITE BEFORE STARTIN (0
NG OF SEDIMENT PD- HA LOW FF-391.0 V ANY DISCREPANCIES.
STABILIZED NTH QUARRY SPALLS OR CRUSHED ROCK TO MINIMIZE THE TRACKI THE ROADS SHALL L AT
AY. SEDIMENT
BE CLEANED THOROUGHLY AT THE END OF EACH D .0 CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE
ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, OR �[Nt
SHALL BE REMOVED FROM 1B-Of.=389
ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT GAR CONNECT 5. MILIARIZE HIMSELF WITH THE 0
CONTENTS
THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE NTH THE (L
IS REMOVED IN THIS MANNER. 94',4"PVC
STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT ROOF DRAIN Cff(b N �APPLI CABLE) AND SHALL THOROUGHLY FA
DISPOSAL AREA WITHIN 24 HOURS. TO 00 DRAIN
TOP 39 .0 r'- D RAI N 50 RECOMMENDATIONS OF THIS REPORT.
RO 0
F EXPOSED AREAS: @ 0.64%
2. ESC MINIMUM REQUIREMENT - STABILIZATION 0 -\(Vt. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR
INV 389 65'�4".PVC-- F�o
ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. �10
nON OF BMPS, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR OTHER
@. D. x
APPLICA
TIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED, BMP#C233-SILT 12
VEGETATION, PLAS I . . @
DESIGNED, AND
MAINTAINED IN ACCORDANCE NTH THE MANUAL. THE EXPOSED SOILS SHALL BE STABILIZED 7. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER I
(TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR FENCE(TYP-) I P
ACCORDING TO AN APPROVED TIMETABLE. `1 -0 r-'.j4'PVC' ACCEPTABLE METHODS FOR THE PREVEN11ON OF ON -SITE EROSION AFTER THE z
MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC
0). 4"RID INV. GRADING AND EROSION CONTRO
FROM MAY 1 THROUGH SEPTEMBER 3 L REQUIREMENTS.
0
-38926
3. ESC MINIMUM REQUIREMENT - PROTECTION OF ADJACENT PROPERTIES: MAXIMUM SL�Pil .390,.l.. 4"SS INV -SITE STREETS CLEAN AT ALL TIMES BY,
SEDIMENT DEPOSITION BY APPROPRIATE USE E3. THE CONTRACTOR SHALL KEEP OFF
ADJACENT PROPERTIES SHALL BE PROTECTED FROM $�A 9-4"PVC =387.00 SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR
OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY A ED 1 % : .,:
a 9 n 6 7 % APPROVAL.
COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE BMPS.
M
4. ESC MINIMUM REQUIREMENT MAINTENANCE: 23'-4" PVC 9. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN z
ALL EROSION AND SEDIMENT CONTROL, BMPS SHALL BE REGULARLY INSPECTED AND MAINTAINED _4_1 @ 7.83% SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING 2
j 11 / /]
BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL - BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED 5:
AN ACCORDANCE WITH THE MANUAL.
MAINTENANCE AND REPAIR SHALL BE CONDUCTED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING
COVERED
CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF
R�QRCH EMBANKMENTS.,
5. ESC MINIMUM REQUIREMENT OTHER BMPS: -79 SHORING AND BRACING, AS REQUIRED.
'S TO MITIGATE THE EFFECTS INCREASED 4_1
AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMP
RUNOFF SHALL BE APPLIED. 10. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY
- UNDERGROUND UTILITY CONSTRUCTION: #C1 05-4; ILI D VC lqv/o---- PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS,
6. ESC MINIMUM REQUIREMENT BMP _j K TIONS. CONTRACTOR SHALL NOT
TION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS THE STREET CLOSURES OR OTHER ACCESS RESTRIC
THE CONSTRUC CONST. �N RA E =387.4 ITHOUT FIRST OBTAINING WRITTEN
7- RELOCATE OR ELIMINATE ANY HYDRANTS W
FOLLOWING:
A. EROSION CONTROL FOR EXCAVATED STOCKPILED MATERIALS;: APPROVAL FROM THE FIRE MARSHAL.
B. THE PLACEMENT OF EXCAVATED MATERIAL WERE. CONSISTENT WITH SAFETY AND SPACE 4 SSCO
. -5(3A . / -t --- �_4 -- --q I / L . - - I z
CONSIDERATIONS SHALL BE PLACED ON THE UPHILLSIDE OF TRENCHES; P. 0
C. TRENCH DEWATERING SYSTEMS, (MUST DISCHARGE, INTO SEDI AENT TRAPS,. SEDIMENT - 1
EROSION AND SEDIMENT <
PONDS, OR OTHER ACCEP CERTIFIED
TABLE MEANS)i.
D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING; _j
rw- (CESCL)
E. DAILY CLEANUP AND STREET MAINTENANCE. CONTROL LEAD
CONTRACTOR SHALL PROVIDE A DOE CERTIFIED CESCL WHO U
J 'T 0 - I S R E C, P(__jS,,Y1'ct 5E_ L9 E 6 � f 1LABLE AT ALL TIMES.
DRAINAGE CONSTRUCTION NOTES Oo INE91�t�,J)NTRA(C,TO �_t z
Efi�lb'i011 0014-1- iOL A110'DI-1AINAGE
1. FOOTING DRAINS SHALL NOT BE CONNECTED TO DETENTION <
SYSTEM. INDIVIDUAL LOT FOOTING DRAINS SHALL BE TO DRYWELLS CONSTRUCTION NOTE
INSTALLED AT TIME OF BUILDING CONSTRUCTION. ry U). ry n
1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS
4
P__ NFORM TO THE CITY OF EDMONDS STANDARD 0
SHALL CO
2. PIPE MATERIAL: CONSTRUCTION SHALL CONFORM TO THE LATEST CITY
UNLESS CALLED OUT OTHERWISE ON THIS PLAN, ALL STORM DRAIN
PIPE MATERIAL SHALL BE PER C.O.E. APPROVED MATERIALS LISTS 0 STANDARDS AND. SPECIFICATIONS.
MM-1, MM-2 & MM-3.
Applicant shall r1hpairtreplace all da
Utilities or frontag� improvements i
3. INDIVIDUAL LOT FOOTING/WALL DRAINS WILL GO TO INDIVIDUAL
DRYWELLS LOCATED ON EACH LOT. right-of-way per Chy standards at Is *used D7-
or occurs during th4 perm prmojw.
�__\ 61 MP#1�220-�'SD
T P`ROT�CT ON 1, PU
STORMWATER CLASSIFICATION WORKSHEET INFORMATION: x
SIDE\N
_1A
C-% H
I 000UrA01 97 PAV;'U;*fJT PRnPOSED=0 0 SF Q I EASE�
0
LL_
co
Q)
F_
< ry
2. IMPERVIOUS AREA TABLE (SEE TABLE ON THIS SHEET) W�L C a,Gs M
3. TOTAL AREA OF LAND DISTURBING ACn\ATY=5,611±SF 1. 5'@2.6 7 % ENGINEERING DIVIS UTILITY CONFLICT NOTE CQ LIJ M
4. EARTHWORK QUANTITY: CW E(z_ -IGS 2-1 0 Fr P N (0 TO POLYDRAIN APOMO ION THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS 0
EXCAVA'nON=172±CY,- FILL=25±CY,- TOTAL=172±CY 0 LO ED hS N APPROXIMATE ONLY. THE OWNER SHOULD CONTACT THE PURVEYORS
5. PROJECT WILL NOT CONVERT 3/4 AC OR MORE OF NATIVE s1I ee,�P, o o 0 Q0 0 f OF ALL UTILITIES IN THE AREA TO DETERMINE THE LOCATION AND
C3 Date: 7,10 T
VEGETATION TO LAWN OR.LANDSCAPED AREA (_-e"4C�re0 E 0 --aEPTH OF ALL UTILITIES ON AND ADJACENT TO THE PROPER Y. 0
cl(OEGNA 0-) CONTRACTOR TO VERIFY UTILITY LOCATIONS PRIOR TO
6. WATERSHED=CREEK OR LAKE BASIN HALLS CREEK 0-f- I -i� �_ 24'@ 2.46% CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED CONTACT
7. PROJECT CLASSIFICATION: SINGLE LOT IN A LARGE SITE PROJECT 390 ENGINEER IMMEDIATELY. I—
IMPERVIOUS AREA TABLE (DATA F OM C1) S 3 8 EF I RESUE) (j�
AREA (SQUARE FEET) SCALE : 1"=10' DRIVEWAY PROFILE OCT 18 2012
TYPE. I Im film SCALE: H&V: 1"=10' B JIL . DING, DEPAR' IT
NON -REGULATED 0 Eno EM om APPROVED FOR GONSTRUCTION
D, SCALE AS SHOWN:,�
EXEMPT REGULATED .5' 10'. 15' 20'
IIIIIIIZIZIIIIIII117 .-SPECIAL CONSTRUCTION NOTES CITY OF EDMONDS
0
REPLACED -
LEGEND TIES SHALL BE INSTALLED UNDERGROUND DRAWN CkECKED
NEW (POST 1977) + 2,784 1 ALL UTILI DATE: SHEET
2. ALL DISTURBED AREAS ON AND OFF -SITE SHALL BE COMPOST -JO, "JPO'
TOTAL REGULATED IMPERVIOUS AREA 2,784 _�Xx DESIGN CONTOURS PER PLANS. AMENDED TO MEET REQUIREMENTS OF OF BMP T5.13, OF THE
DATE
PROPOSED FINISHED CONTOURS STORMWArER MANUAL VOL.5, CHAP.5. 08-20-12 493, PG.44 C2
TOTAL AREA MITIGATED BY EXISTING STORMWATER MANAGEMENT SYSTEM(S) 2,784 3. THE FOLLOWING PLAT IMPROVEMENTS (IF NOTDONE) SHALL BE INSTALLED:
"SSCO AT PROPERTY LINE: ADJUST TO GRADE AND INSTALL 12- BY. PERMIT #
A. 6
REGULATED AREA NOT YET MITIGATED 0 . ........................ BSBL=BUILDING SETBACK LINE 577
LOCKING . COVER WITH 1/2"HEX 13OLTS AND CONCRETE COLLAR. CITY. BU.ILDI PDARTMENT BLD2012 00
0 B. 'TYPE -A' CURB/GUTTER, CONC. DWY, AND 5' SIDEWALK. E LSA FILE NO.
AREA PROPOSED TO BE MITIGATED BY. LOW IMPACT DEVELOPMENT TECHNIQ . UES 4912 OF 2
AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL. �WM TECHNIQUES I 5F
_I 0___j L16i C5 �2UPA
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