12-101427RECORDING REQUESTED BY AND
WHEN RECORDED MAIL TO:
City of Federal Way
33325 8 b Ave S
Federal Way, WA 98003-6325
Attn: Ann Dower
CONFORMED COPY
20120727001302
CITY OF FrWERA COV 67.00
PAGE-001 OF 006
07/27/2012 11:48
DECLARATION OF COVENANT
For Maintenance and Inspection of Flow Control BMPs
Grantor: Kirk and Denise Reagan, a married couple
Grantee: City of Federal Way, a Washington municipal corporation
Legal Description: Beginning at the SE corner of Government Lot 3, S 11, T 21N, R 3E, W.M.;
Thence North 1672 feet,; Thence West 431.75 feet to the true P.O.B.; Thence North to the Gov't
Meander Line; Thence Easterly along said meander line to a point due North of the True P.O.B.;
Thence South to the True P.O.B.; Situate in the county of King, State of Washington
Additional Legal(s) on:
Assessor's Tax Parcel ID#: 112103-9071
The GRANTOR, Kirk and Denise Reagan, for and in consideration of the approved City of
Federal Way residential building permit, Application No. 12-101427 relating to the real property
("Property") described above, the Grantor(s), the owner(s) in fee of the Property, hereby covenants -
(covenant) with the City of Federal Way, a Washington municipal corporation, and its municipal
successors in interest and assigns, that he/she (they) will observe, consent to, and abide by the
conditions and obligations set forth and described in Paragraphs 1 through 8 below with regard to
the Property. Grantor(s) hereby grants (grant), covenants (covenant), and agrees (agree) as follows:
1. Grantor(s) or his/her(their) successors in interest and assigns ("Owners") shall retain,
uphold, and protect the stormwater management devices, features, pathways, limits, and
restrictions, known as flow control best management practices (BMPS0, shown on the
approved Flow Control BMP Site Plan for the Property attached hereto and incorporated
herein as Exhibit A.
2. The Owners shall at their own cost, operate, maintain, and keep in good repair, the
Property's BMP's as described in the approved Design and Maintenance Details for each
BMP attached hereto and incorporated herein as Exhibit B.
City of Federal Way shall provide at least 30 days written notice to the Owners that entry on
the Property is planned for the inspection of the BMPs. After the 30 days, the Owners shall
allow the City of Federal Way to enter for the sole purpose of inspecting the BMPs. In lieu
of inspection by the City, the Owner may elect to engage a licensed civil engineer registered
in the state of Washington who has expertise in drainage to inspect the BMPs and provide a
written report describing their condition. If the engineer option is chosen, the Owners shall
provide written notice to the City of Federal Way Surface Water Management Division
(SWM) or its municipal successor in interest within fifteen days of receiving the City's notice
of inspection. Within 30 days of giving this notice, the Owners, or the engineer on behalf of
the Owners, shall provide the engineer's report to SWM- If the report is not provided in a
timely manner as specified above, the City may inspect the BMPs without further notice.
4. If the City of Federal Way determines from its inspection, or from an engineer's report
provided in accordance with Paragraph 3, that maintenance, repair, restoration, and/or
mitigation work is required for the BMPs, SWM shall notify the Owners of the specific
maintenance, repair, restoration, and/or mitigation work (Work) required. SWM shall also
set a reasonable deadline for completing the Work or providing an engineer's report that
verifies completion of the Work. After the deadline has passed, the Owners shall allow the
City access to re -inspect the BMPs unless an engineer's report has been provided verifying
completion of the Work. If the work is not completed properly within the time frame set by
SWM, the City of Federal Way may initiate an enforcement action. Failure to properly
maintain the BMPs is a violation of and may subject the Owners to enforcement under the
Federal Way Revised Code (FWRC), including fines and penalties.
5. Apart from performing routine landscape maintenance, the Owners are hereby required to
obtain written approval from SWM before performing any alterations or modifications to the
BMPs.
6. Any notice or approval required to be given by one party to the other under the provisions of
this Declaration of Covenant shall be effective upon personal delivery to the other party, or
after three (3) days from the date that the notice or approval is mailed with delivery
confirmation to the current address on record with each Party. The parties shall notify each
other of any change to their addresses.
7. This Declaration of Covenant is intended to promote the efficient and effective management
of surface water drainage on the Property, and it shall inure to the benefit of all the citizens of
the City of Federal Way and its municipal successors and assigns. This Declaration of
Covenant shall run with the land and be binding upon Grantor(s), and Grantor's(s')
successors in interest and assigns.
8. This Declaration of Covenant may be determined by execution of a written agreement by the
Owners and the City of Federal Way this is recorded by King County in its real property
records.
Doc. I.D. 14123786093
IN WITNESS WHEREOF, this Declaration of Covenant for the Maintenance and Inspection of
Flow Control BMPs is executed this"day of 20A
GRANTORS
By:
ram` l r'
Signature
Printed Name
STATE OF
ss.
COUNTY OF
By:
Signature
Printed Name
On this day personally appeared before me Kirk and Denise Reagan, to me known to be the
individuals described in and who executed the foregoing instrument, and on oath swore that they
executed the foregoing instrument as their free and voluntary act and deed for the uses and purposes
therein mentioned.
GIVEN my hand and official seat this Q19 day of Ji.c_-in e , 20 Aa .
(notary signature)
Ta Mara- M- Ct�fu sh
(typed/printed name of notary)
Notary Public in and for the State of Washington.
My commission expires
Doc. I.D. 14123786093
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, Date
Drainage
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Conditions [hat Shook!Frequ®ncy
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Problem # Conditions to Check Far
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Fealura
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Use conventional street
sweepers equipped with
vacuums, water, and
Pervious asphalt or
None. Maintenance to prevent
brushes or pressure
washer to restore
BIANNUAL
Surface
cement concrete
clogging with fine sediment.
permeability.
Vacuum or pressure wash
the pavement two to three
times annually.
Prohibit use of sand and
Surface
Pervious asphalt or
None_ Maintenance to prevent
sealant application and
Ongoing
cement concrete
clogging with fine sediment.
protect from construction
runoff.
Fill with patching mixes
Large cracks and
Surface
Pervious asphalt or
Major cracks or trip hazards.
settlement may require
ANNUAL
cement concrete
cutting and replacing the
pavement section.
See utility restoration
Surface
us asphalt or
Pervious p
Utility cuts.
protocol on SPU NDS
As needed
cement concrete
website.
Fallen leaves /
Fallen leaves or debris.
Removeldispose.
BIANNUAL
Surface
debris
Interlocking concrete
Interlocking paving block
Replace damaged paver
BIANNUAL
Surface
paver blocks
missing or damaged.
block
ANNUAL
Interlocking concrete
Settlement of surface.
May require resetting
Surface
paver blocks
BIANNUAL
Interlocking concrete
Sediment or debris
accumulation between paver
Removeldispose
Surface
paver blocks
blocks.
Intedocking concrete
Loss of void material between
Refill per manufacturer's
ANNUAL
Surface
paver blocks
paver blocks.
recommendations_
Perform O&M per
Varies
Interlocking concrete
erlocblocks
Varied conditions,
manufacturer's
Surface
paver
recommendations.
Open -celled paving
Sediment or debris
Removeldispose
BIANNUAL
Surface
grid with gravel
accumulation in grid voids.
Refill and/or replant per
Open -celled paving
Loss of soil and/or grass
manufacturers
ANNUAL
Surface
grid with gravel
material in grid_
recommendations.
Pierce County Stornwalcr ,Y1arl(crtance Manual Pag-- 94 Working With Maintenance Contractor_
Perform O&M per
Vanes
Open -celled paving
Varied conditions.
manufacturer's
Surface
Tiravel
g g
recommendations.
BIANNUAL
Open -celled paving
grid with grass
Sediment or debris
accumulation in grid voids.
Remove/dispose
Surface
Refill replant per
Open -celled paving
Loss of soil and,or grass
manufacturers
ANNUAL
Surface
grid with grass
material in grid.
recommendations.
Perform O&M per
Varies
-c
Open -celled paving
Varied conditions.
manufacturers
Surface
rid grass
9 9
recommendations.
Overflows
Obstructions or debris block
BIANNUAL
and
Obstructions ! debris
30% or more of outlet
Remove/dispose
Emergency
structure.
Spillways
overflows
Native soil is exposed or other
Repair erosion and
BIANNUAL
and
Erosion
signs of erosion damage are
stabilize surface of
Emergency
present.
spillway
Spillways
Spill
Storage or use of potential
Exercise spill prevention
measures whenever
Ongoing
g
Prevention
Spill prevention
contaminants in the vicinity of
handling or storing
and
Response
facility_
potential contaminants
Spill
Release of pollutants. Call to
Cleanup spills as soon as
Possible prevent
Prevention
Spill response
report any spill to the the Wa
contaminaa tion of
As needed
and
Dept of Emergency
sformwater
Response
Management 1-800-258-5990
If you are unsure whether a problem exists, please contact a Professional Engineer
Comments:
Key:
(MONTHLY) Monthly From November through April.
(ANNUAL) Once in late summer (preferable September)
(STORM) After any major storm (use 1-inch in 24 hours as a guideline)_
(Biannually) Twice per year in the spring and fall
(Quarterly) 4 times per year
Pierce County Siorinwaler Mainienance Manual Page 95 Working With Maintenance Contractors
4342 SW 307TH ST S F R
A PORTION OF THE SW 1/4 OF SECTION 11, TOWNSHIP 21 NORTH, RANGE 03 EAST, W.M.,
KING COUNTY, WASHINGTON
ROOF/YARD DRAINAGE NOTES GRADING, DRAINAGE AND EROSION CONTROL PLAN
EXISTING IMPERVIOUS AREAS
1. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF DOWNSPOUTS.
2. ALL ROOF/YARD DRAIN PIPE SHALL BE 4" 0 HAVING A MINIMUM SLOPE OF 1.0% UNLESS OTHERWISE ) �r'r'GX. B�fiL=;%rV0 in c I EXISTING RESIDENCE: 3,564 SF CUT AND FILL NOTE
SPECIFIED ON PLANS. � (INCLUDING PATIO)
I SITE IS TO BE BALANCED WITH CUT AND FILL DEPENDING
3. PIPE SHALL HAVE A MINIMUM COVER OF 1.0' IN NON -TRAFFIC BEARING AREAS AND 2.0' IN TRAFFIC r T_ . _ I EXISTING GRAVEL DRIVEWAY: 4,420 ON FOUNDATION OF NEW RESIDENCE
BEARING AREAS UNLESS OTHERWISE SPECIFIED ON PLANS. NOR i-IERLY POINT ..................
TOTAL EXIST. IMPERVIOUS: 7,984 SF
4. PIPE SHALL BE PVC OR ADS-N12 OR APPROVED EQUIVALENT UNLESS COVER IS LESS THAN 2.0, IN S �n A TK'' r L'j� E
:Er, s..t;K, EX. HOUSE I NEW IMPERVIOUS AREA
TRAFFIC BEARING AREAS. IN THIS CASE, DUCTILE IRON PIPE OR APPROVED EQUIVALENT SHALL BE USED. � I "'�
I
5. THE ROOF AND YARD DRAIN SYSTEM SHOWN IS JUST A RECOMMENDED SOLUTION. CONTRACTOR CAN I [ i I NEW RESIDENCE: 4,005 SF
ADJUST SYSTEM AND ADD SDCO'S AND YARD DRAINS AS NEEDED SO TO COLLECT ALL ROOF AND YARD (TRIBUTARY TO DISPERSAL TRENCH)
DRAINAGE AND CONVEY TO SITE STORM OUTFACE LOCATION PER PLANS. CONTACT PROJECT ENGINEER r` , >{P 6 � - L - - - - -
0.. ' 1ST ' LI -� NEW PERVIOUS PAVEMENT AREA
IF CONFLICTS ARISE C.3 ' EAST OF L1N`iE
(9 D7' REC } i �t� i CLEAN OUT
6. YARD DRAINS SHALL BE ADDED AS NEEDED TO ENSURE THAT NO STANDING WATER IS ALLOWED. RIM=141.7
POSITIVE DRAINAGE SHALL BE PROVIDED IN LANDSCAPED AREAS TO PROVIDED YARD DRAINS. 9.45' MEAS.........
I IE=139.20
I_ _ -
7. ALL SQCO'S AND COVERS �OCATED JN TRAFFIC AREAS SHALL BE TRAFFIC BEARING. -
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i� j'� CLEANE`t3 . I, ^ SE I EACH -
I 0 10 20 I 4�J (f %' '( 11 RIM.n7`' 'R'�I ``A`'�y NEW SINGLE FAMILY
f I i IE=13�.40
1 _ .__.... _...
_ ____ _ RESIDENCE SEE
f , J � ARCHITECTURAL PLAN
' ' 1 INCH = 20 FEET
---A,4P,�OX. i_�C`r.TIONJi j `CLEAN OUT, �1i I_.1
i
TEE OF 8I/LiFFj j j r i � RIM=t14�:Or,
I Rui:�'AR.� iici-I Ti E it`,jE ;` l� i i i �,', ;
' r� ; IE=t145.-7 ISTING HOUSE
' KtNd(� CC)iJ�`J' :1 ii.l.S, J ( ij i I ! 1'1 1 � � J •f `'�' �
IAERIAL +fAPPiN J t ..., \(TO BE REMOVED)
z \
o CLEAN OUT
f TOP OF PL F ;J; o RIM=142.0
rtE:t..13 i..?C,ri ir: r T's IE=138.34
v'ANj 28, 2009 I `f V) III,
U-
i
CLEAN OUT L, � Ia
NO GRADING WITHIN RIM=f 148.0 `''
/25- SLOPE SEJVBACK IE?`_-f145.35
' 1 / S
f BUFFER i u--
- - -f - -- - -r - - i 29 S' $ _ ,� 31,22 -
i` 62. M AS,
l i (62.65' RE
GENERAL" NOTES - � _ Fii. '! i j2,> rR^fd P1PF t
1485 -I- _T--
I REPLACED DRIVEWAY: 2,555 SF
0 �- CLEAN OUT I .,� FILTER FENCE ( f- F�
CVT(`TTAI/` ACII LJAI T
1. ALL CONSTRUC N SHALL BE IN ACCORDANCE WITH THE FEDERAL' 'CITY CODE (FWCC), APPLICABLE
` FG I
E
I F` 1 j2,. REt3A!' Y
I
ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPRC. _„�. THESE DOCUMENTS ARE
RATED CAP �;
OBLITERATED I
SUPPLEMENTED BY THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION
(WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COUNTY SURFACE WATER
I 4
I J
DESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE
I✓
I r
PROFESSIONAL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS
I I-
FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF
(
II
EX. HOUSE
FEDERAL WAY.
L
2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY
-
ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY
ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS
-
APPROX. DtOK..... ...
SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION.
)
3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER
/
I - - - _ _ J
CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.)
7/
.................a l\
MOST PCIVT..
.NORTHERLY
+ APPROX. B ILO.I G LvE
4.
BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD ONI EXIST DECK 1 jS'ED
BETWEEN FOR ST.RINJGLi:NE \
THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. E TciACK \ \�
5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
6. CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWCC (SECTION 22-1006); NORMALLY THIS IS 7 A.M. TO 8
P.M., MONDAY THROUGH SATURDAY.
7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS SITE PLAN NOTES
NECESSARY
BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHTS OF WAY. EXISTING AND PROPOSED FEATURES ARE BASED ON
8. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL INFORMATION PROVIDED BY THE CLIENT, ARCHITECT, AND
SURVEYOR. STORM SYSTEM DESIGNED BASED ON GRADES
NOT BE
CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS PROVIDED. CLIENT IS TO REVIEW SITE PLAN WITH
OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONTRACTOR PRIORCONSTRUCTION AND VERIFY ALL
CONSTRUCTION. EXISTING AND PROPOSED INFORMATION.
9. VERTICAL DATUM SHALL BE KCAS OR NGVD-29. TOPOGRAPHIC NOTE
10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT OF WAY OR APPROPRIATE DRAINAGE THE EXISTING TOPOGRAPHIC AND BOUNDARY INFORMATION SHOWN
EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON
CONSTRUCTED INFORMATION FURNISHED BY THE SURVEYOR WHILE THIS
INFORMATION IS BELIEVED RELIABLE, CONTOUR ENGINEERING
11. ALL UTILITY TRENCHES IN THE RIGHT OF WAY SHALL BE BACKFILLED WITH 5/8 INCH CRUSHED ROCK.
LLC CANNOT ENSURE ITS ACCURACY AND THUS IS NOT
12. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY. RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR
ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED
13. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH INTO THESE DRAWINGS AS A RESULT.
WSDOT 2-06.3.
14. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE PUBLIC UTILITY NOTES
WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE EXISTING UTILITY INFORMATION DEPICTED ON THESE PLANS
WITH KCRS 8.03(B)3. WAS OBTAINED FROM BEST AVAILABLE SOURCES AT THE TIME
15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, OF DESIGN. CONTRACTOR SHALL BE SOLELY SIBILE
PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY FOR THE RELOCATION OF EXISTING UNDERGROOUNDUND
OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY CONFLICTING UTILITIES DEPICTED OR NOT DEPICTED ON
THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC THESE PLANS.
FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE TRENCH NOTES
WSDOT STANDARD SPECIFICATIONS 1-07.23-TRAFFIC CONTROL, SHALL APPLY.
16. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR
OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT
REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED
17. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. AND CRIBBED. THE CONTRACTOR IS ALONE RESPONSIBLE FOR WORKER
18. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES SAFETY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS
SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL BE CONSTRUCTED IN OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER
ACCORDANCE WITH CFW DRAWING NUMBERS 3-22, 3-23. ROCKERIES MAY NOT EXCEED SIX FEET IN HEIGHT FOR 49.17 RCW.
CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A GEOTECHNICAL OR
STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON.
- 5q LF DISPERSAL TkENCI -,, + +
T_. WIT-0 GRADE BOARD _. �_. {
FG EL�138.5-(FIELD VERWY ELEVATION.,,- + 4-
ADJUST'GRADE BOARD ACCORDINGLY ` }:
-CB TYRE 1... IEGETATED.FLOW�PATH4- 4_ _
_J�=136.5 -I- -I- - �+ f
(WITH DOWN EXISTING EDi
----------i--
W -W W -
Li
19i.32` MEAS. wM
(191.04' REC.) `
TESC LEGEND
X X-
SURVEY NOTES
1. BASIS OF BEARINGS IS THE WASHINGTON STATE PLANE
COORDINATE SYSTEM, N.A.D. 83/CORS96, NORTH ZONE, AS
ESTABLISHED BY STATIC GPS TIES TO THE WASHINGTON
STATE REFERENCE NETWORK (W.S.R.N.). ALL DISTANCES
SHOWN ARE GRID DISTANCES USING A COMBINED PROJECT
SCALE FACTOR OF 1.0000335.
2. THE ELEVATION DATUM IS N.A.V.D. 1988 AS ESTABLISHED
USING W.S.R.N. (SEE NOTE 1 ABOVE).
LOCAL SITE BENCHMARKS TBM 1 IS A FOUND 1 1/2" IRON PIPE
AT THE SOUTHWEST CORNER OF THE PROPERTY,
ELEVATION = 135.29, TBM 2 IS A SCRIBED "X" ON EAST -WEST
CONCRETE WALL. ELEVATION = 145.68
3. FIELD WORK WAS DONE IN JANUARY AND OCTOBER OF
2009 USING A TRIMBLE 4400/5700 BASE/ROVER GPS RTK
SYSTEM AND A SOKKIA SET 530R3 THREE SECOND TOTAL
STATION WITH CLOSED TRAVERSE METHODS IN ACCORDANCE
WITH W.A.C. 332-130.
4. THE EXTERIOR SITE BOUNDARY AND SECTION CONTROL AS
SHOWN ARE BASED ON A RECORD OF SURVEY AS FILED IN
BOOK 99 OF SURVEYS ON PAGE 13.
5. THIS PROJECT WAS DONE WITHOUT THE BENEFIT OF A
CURRENT TITLE REPORT. EASEMENTS AND ENCUMBERANCES
OF RECORD, IF ANY ARE NOT SHOWN.
6. THE PURPOSE OF THIS SURVEY IS TO PROVIDE AN
EXISTING SITE PLAN FOR THE UPLAND PORTION OF THE HERIN
DESCRIBED PROPERTY LOCATED ABOVE THE TOP OF THE
BLUFF LEADING TO PUGET SOUND.
APPROXIMATE LOCATION OF EXISTING
WATER SERVICE, FIELD VERIFY
RESIDENTIAL ROCK
CONSTRUCTION ENTRANCE
PER KCSWDM FIGURE C.4.2.B
FILTER FENCE
PER KING CO. STANDARD
DETAIL D.3.3.A
(SEE SHEET C2)
CLEARING LIMITS
PROPERTY OWNER
KIRK AND DENISE REAGAN
4342 SW 307TH ST
FEDERAL WAY, WA. 98023
PARCEL INFORMATION
PARCEL #112103-9071
LOT AREA: 48,351 SF (PER K.C. ASSESSOR)
SURVEYOR
EASTSIDE CONSULTANTS, INC.
1320 NW MALL ST., SUITE B
ISSAQUAH, WASHINGTON 98027
PH: (425) 392-5351
FAX: 392-4676
I. f 126.5
- 5q LF DISPERSAL TkENCI -,, + +
T_. WIT-0 GRADE BOARD _. �_. {
FG EL�138.5-(FIELD VERWY ELEVATION.,,- + 4-
ADJUST'GRADE BOARD ACCORDINGLY ` }:
-CB TYRE 1... IEGETATED.FLOW�PATH4- 4_ _
_J�=136.5 -I- -I- - �+ f
(WITH DOWN EXISTING EDi
----------i--
W -W W -
Li
19i.32` MEAS. wM
(191.04' REC.) `
TESC LEGEND
X X-
SURVEY NOTES
1. BASIS OF BEARINGS IS THE WASHINGTON STATE PLANE
COORDINATE SYSTEM, N.A.D. 83/CORS96, NORTH ZONE, AS
ESTABLISHED BY STATIC GPS TIES TO THE WASHINGTON
STATE REFERENCE NETWORK (W.S.R.N.). ALL DISTANCES
SHOWN ARE GRID DISTANCES USING A COMBINED PROJECT
SCALE FACTOR OF 1.0000335.
2. THE ELEVATION DATUM IS N.A.V.D. 1988 AS ESTABLISHED
USING W.S.R.N. (SEE NOTE 1 ABOVE).
LOCAL SITE BENCHMARKS TBM 1 IS A FOUND 1 1/2" IRON PIPE
AT THE SOUTHWEST CORNER OF THE PROPERTY,
ELEVATION = 135.29, TBM 2 IS A SCRIBED "X" ON EAST -WEST
CONCRETE WALL. ELEVATION = 145.68
3. FIELD WORK WAS DONE IN JANUARY AND OCTOBER OF
2009 USING A TRIMBLE 4400/5700 BASE/ROVER GPS RTK
SYSTEM AND A SOKKIA SET 530R3 THREE SECOND TOTAL
STATION WITH CLOSED TRAVERSE METHODS IN ACCORDANCE
WITH W.A.C. 332-130.
4. THE EXTERIOR SITE BOUNDARY AND SECTION CONTROL AS
SHOWN ARE BASED ON A RECORD OF SURVEY AS FILED IN
BOOK 99 OF SURVEYS ON PAGE 13.
5. THIS PROJECT WAS DONE WITHOUT THE BENEFIT OF A
CURRENT TITLE REPORT. EASEMENTS AND ENCUMBERANCES
OF RECORD, IF ANY ARE NOT SHOWN.
6. THE PURPOSE OF THIS SURVEY IS TO PROVIDE AN
EXISTING SITE PLAN FOR THE UPLAND PORTION OF THE HERIN
DESCRIBED PROPERTY LOCATED ABOVE THE TOP OF THE
BLUFF LEADING TO PUGET SOUND.
APPROXIMATE LOCATION OF EXISTING
WATER SERVICE, FIELD VERIFY
RESIDENTIAL ROCK
CONSTRUCTION ENTRANCE
PER KCSWDM FIGURE C.4.2.B
FILTER FENCE
PER KING CO. STANDARD
DETAIL D.3.3.A
(SEE SHEET C2)
CLEARING LIMITS
PROPERTY OWNER
KIRK AND DENISE REAGAN
4342 SW 307TH ST
FEDERAL WAY, WA. 98023
PARCEL INFORMATION
PARCEL #112103-9071
LOT AREA: 48,351 SF (PER K.C. ASSESSOR)
SURVEYOR
EASTSIDE CONSULTANTS, INC.
1320 NW MALL ST., SUITE B
ISSAQUAH, WASHINGTON 98027
PH: (425) 392-5351
FAX: 392-4676
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13,K0 "D. 1 1 j2" IRON PIPE
EG _35M I ELEV=135.29
, a 'R, C ...1 ..
Yl , 4 ;.,�,�. SEC. 11 21 ...3
CALL. POSiTtONd PER R.O.S.
W 114 COR. SE:C. 1 i.....21......,,3
CALL. POSITION PER R.O.S.
SEE ` NOT- 4
LEGAL DESCRIPTION
BEGINNING AT THE SOUTHEAST CORNER OF GOVERNMENT LOT 3, SECTION 11, TOWNSHIP 21
NORTH, RANGE 3 EAST, W.M.;
THENCE NORTH 1672 FEET;
THENCE WEST 431.75 FEET TO THE TRUE POINT OF BEGINNING;
THENCE NORTH TO THE GOVERNMENT MEANDER LINE;
THENCE EASTERLY ALONG SAID MEANDER LINE TO A POINT DUE NORTH OF THE TRUE POINT
OF BEGINNING;
THENCE SOUTH TO THE TRUE POINT OF BEGINNING;
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
VICINITY MAP
NOT TO SCALE
SURVEY LEGEND:
O = FOUND MONUMENT AS DESCRIBED
• = SET REBAR & CAP WIP.L.S. #27826
)( = SET PK NAIL & FLASHER WIP.L.S. #27826
ID = SET HUB & TACK LINE STAKE
REC. = RECORD DIMENSION SEE NOTE 4
MEAS. = MEASURED DIMENSION
-Q� = BENCH MARK
■-O = CHAIN LINK FENCE
= ROCKERY
= CONCRETE RETAINING WALL
= EVERI-- EEN TREE
= DECIDUOUS TREE
Mj = UTILITY POLE
PV® = POWER VAULT
= OVE(,__._AD POWER LINE
-E = UNDERGROUND POWER LINE
TEL ❑ = TELEPHONE RISER
T - = OVERHEAD TELEPHONE LINE
WM ❑ = WATER METER
C = PAVED AREA
= CONCRETE AREA
i_ ? = GRAVEL AREA
NEW PERVIOUS PAVEMENT
RESUBMITTED
MAY 0 12012
CITY OF FEDERAL. WAY
SHEET INDEX
Cl GRADING DRAINAGE AND EROSION CONTROL PLAN
C2 NOTES AND DETAILS
C3 NOTES AND DETAILS
F
L AT LEAST 48 HOURS
ORE YOU DIG
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