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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. 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W 307 i F� c r a, mo z- y I , Date Drainage { TV Conditions [hat Shook!Frequ®ncy Syste^, Problem # Conditions to Check Far exist Fealura ✓ ✓ ✓ 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. - f S FG r � FD. pIAFC & r_A W .. " >yi9G;,zLh. p . I 2 0' t F :ti'E'yO i- (� f"I v FD, REP, N0 CAP 1 i r 1 t r I ' GRAPHIC SCALE , i " 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 I. f 126.5 f vj _EG.._.._:._.._...._:.� Lu Z 71 Lu �} I ,L Lo /I Ico I i 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 ) 424-5555