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05-105820 (2)BOUNDARY LINE ADJUSTMENT NO . 04-103327—SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON AUTHORIZATION THIS BOUNDARY LINE ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNERS OF THE AFFECTED PROPERTIES. IN WITNESS WHEREOF we set our hands and seals. MICHAEL J. MARTIN for WASHINGTON MUTUAL PAMELA J. MARTIN State of Washington County of I certify that I know or have satisfactory evidence that MICHAEL J. MARTIN and PAMELA J. MARTIN signed this instrument and acknowledged it to be their free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public Printed name Dated My appointment Xpires State of Washington County of I certify that I know or have satisfactory evidence that of WASHECTON MUTUAL signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public Printed name Dated My appointment expires APPPOVALS: CITY OF FEDERAL WAY Examined and approved this __— day of. 2004 City Engineer Examined and approved this __— day of_ , 2004__ Director of Community Development Servicves KING COUNTY HEALTH DEPARTMENT Examined and approved this ___ day of_ _—_—__. 2004 NAME FEDERAL WAY VICINITY MAP t1r_ 5°tea SW 296th St Qug ITE Views a. > a � a �N SW 301st a nth C\J SW 304th Q SW 32th St N.T.S. VERTICAL DATUM NGVD 29 WSDOT GP17W-24 9161 #1007-3M1 El_=7&W HORIZONTAL CONTROL ROS AFN 20000519900001 ROS AFN 197610189022 BOUNDARY ROS AFN 20010515900011 LEGEND 6 MONUMENT FOUND THIS SURVEY • SET REBAR do CAP, LS 134145 O PROPERTY CORNER FOUND AS INDICATED POWER POLE —® GUY ANCHOR ® WATER VALVE i� WATER METER t7 FIRE HYDRANT ® BORE HOLE • YARD DRAIN RECORDER'S CERTIFICATE .................... LAND SURVEYOR'S CERTIFICATE This map correctly represents a Boundary Line Adjustment filed for record this ........... day of .......... 200....... at ...... M made by me or under my direction in conformance with the in book .......... of ........ at page ......... at the request of requirements of the appropriate State and City Statute and Ordinance in 200..... .G. Phi1.,Sar9.gnt................ ................................. :................. ...Sup t . o f Records .... ............... . Certificate No 34145 KING COUNTY RECORDING NO. VOL .IPAGE DEPARTMENT OF ASSESSMENTS Examined and approved this —__ day of- ...... 2004 GRAPHIC SCALE 1"=50' ----------------------- -_ .__— Assessor SCALE.' 0 50 100 150 Deputy Assessor� ----------- PORTION OF Account Number, _-- 012103 9014 --- _NE 114 of _SW 114, S._ 1__ T. 21 N R,_ 3 E A Portion of Government Lot 3 in the Southwest Quarter of Section I Farad Rebar & Cap #351 Township 21 North, Range 3 East of the Willamette Meridian 511 - / King County, Washington40 i Block A 50 ,oil/ o j0 - o - BO Io /Y / 7 a' ?P Wal / 1 / Uk 20 5 .69 ' Sq Ft Pl a t o Pa -A La ko t a I si l"1.2 en9, i ;l 10529 Sq Ft N t� I ll p L��o rz �. 73! i.30 Sq Ft �;-,%' �akotaBeach Block 1 I i Park Q Lot 3 00/ ZONED RS15_ __ S89'48 05i1 i80.00' '` Single Family ium Density Lot 4 4 --- --- 1 — -7 -- --NEW- 1NE — 25' 69 //0 in W I � g �� > a-t N cx� Jj^ II ZOIJED RS15 i I ' /Sin le Family Medium Density 25. - - 1 .00 -- .__ JJL 67.&1 / / l 1 L,N89'48 05' 272.64' - Fo" Rebar & o to": J30 s� C11 1-1r-k Cap #35142 5 3�d 5`Stye W/` ''� A' Wide 5i Bab �A d W Jar ie, i99 — — — — -- — — — Stone W/"x" 2N6939 OVA' a� C1 O Ingress & Egress RESUBMITTED in Case 015 of ee ulevar/ Easement #6619633 JAN 1 9 200fi C BoR LaKj / a CITY OF FEDERAL WAY Conk Mai W/pin BUILDING DEPT. in Case Dryco Surveying, Inc. 12714 VALLEY AVENUE EAST SUMNER, WASHINGTON 98390 Ph 253-826-0300 fax 253-826-9703 MICHAEL & PAMELA MARTIN 2800 SW 300th Place Federal Way, WA 98023 DWN. BY �H DATE PRINTED JOB NO. 1/3/2006 2004156 CHKD. BY SCALE SHEET i" = 50' 1 OF 2 BOUNDARY LINE ADJUSTMENT NO. 04-103327—SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON RECORDERS CERTIFICATE ............................. filed for record this ........... day of .......... 200....... at ...... M in book .......... of ........ at page......... at the request of ORIGINAL LEGAL DESCRIPTIONS PARCEL A BEGINNING AT THE SOUTHEAST CORNER OF GOVERNMENT LOT 3, SECTION 1. TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M. IN KING COMITY, WASHINGTON; THENCE ALONG THE SOUTH LINE OF SAID GOVERNMENT LOT 3, SOUTH 89'47'05" WEST 830 FEET; THENCE NORTH 1580 FEET TO AN IRON PIPE; THENCE NORTH 89°47'05" EAST 70 FEET TO AN IRON PIPE AND THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE SOUTH 89'47'05" WEST 58 FEET; THENCE NORTH 463.43 FEET, MORE OR LESS, TO AN INTERSECTION WITH THE NORTHERLY BOUNDARY OF SAID GOVERNMENT LOT 3; THENCE NORTHERLY ALONG SAID NORTHERLY BOUNDARY TO A POINT NORTH OF THE TRUE POINT OF BEGINNING; THENCE SOUTH TO THE TRUE POINT OF BEGINNING. TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS AS GRANTED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NO. 6022647 AND AS FURTHER DEFINED BY INSTRUMENT RECORDED UNDER KING COMITY RECORDING NO. 6619633, RECORDS OF KING COUNTY, WASHINGTON. PARCEL B BEGINNING AT THE SOUTHEAST CORNER OF GOVERNMENT LOT 3, SECTION 1, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M., RECORDS OF KING COUNTY, WASHINGTON: THENCE WEST ALONG THE SOUTH LINE OF SAID LOT 3 A DISTANCE OF 630 FEET; THENCE NORTH 1530 FEET; THENCE EAST 270 FEET TO AN IRON PIPE AND THE TRUE POINT OF BEGINNING, THENCE WEST 270 FEET; THENCE NORTH 200 FEET TO AN INTERSECTION WITH THE SOUTHEASTERLY PRODUCTION OF THE FENCE LINE MARKING THE SOUTHWESTERLY BOUNDARY OF LOT 2, BLOCK 1, PLAT OF LAKOTA, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 21 OF PLATS AT PAGE(S) 33, RECORDS OF KING COUNTY, WASHINGTON; THENCE ALONG SAID FENCE LINE AND ITS PRODUCTION NORTH 23'25'40" WEST TO THE NORTHERLY BOUNDARY OF SAID GOVERMENT LOT 3; THENCE IN A NORTHEASTERLY DIRECTION ALONG THE NORTH LINE OF SAID GOVERNMENT LOT 3 TO A POINT NORTH OF THE TRUE POINT OF BEGINNING; THENCE SOUTH TO THE TRUE POINT OF BEGINNING; EXCEPT: BEGINNING AT THE SOUTHWEST CORNER OF THE ABOVE DESCREIBED TRACT; THENCE NORTH 50 FEET; THENCE NORTH 89'47'05" EAST 70 FEET TO AN IRON PIPE AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 89'47'05" WEST 58 FEET; THEME NORTH 463.43 FEET, MORE OR LESS, TO AN INTERSECTION WITH THE NORTHERLY BOUNDARY OF SAID GOVERNMENT LOT 3; THENCE NORTHEASTERLY ALONG SAID NORTHERLY BOUNDARY TO A POINT NORTH OF THE TRUE POINT OF BEGINNING; THENCE SOUTH TO THE TRUE POINT OF BEGINNNING; TOGETHER WITH ALL TIDELANDS OF THE SECOND CLASS ABUTTING THEREON (INCLUDING WITHIN SAID SECOND CLASS TICS LANDS, PLATTED LOTS i AND 2, BLOCK A. SAID PLAT OF LAKOTA); EXCEPT ANY PORTION OF SAID TIDELANDS LYING EASTERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE SOUTHEAST CORNER OF SAID GOVERNMENT LOG 3; THENCE WESTERLY ALONG THE SOUTH LINE OF SAID GOVERNMENT LOT 3 A DISTANCE OF 830 FEET; THENCE NORTH 1530 FEET; THENCE EAST 270 FEET TO AN IRON PIPE; THENCE NORTH TO THE INTERSECTION WITH THE NORTHERLY BOUNDARY OF SAID GOVERNMENT LOT 3 AND THE TRUE POINT OF BEGINNING OF SAID DESCRIBED LINE: THENCE NORTH TO THE OUTER OR NORTHERLY LINE OF SAID SECOND CLASS TIDELANDS; EXCEPT THEREFROM THAT PORTION OF SAID TIDELANDS LYING SOUTHWESTERLY OF THE SOUTHWESTERLY BOUNDARY LINE OF SAID LOT 2, BLOCK A; AND EXCEPT THAT PORTION OF SAID TIDELANDS LYING EASTERLY OF SAID BLOCK A AND WESTERLY OF THE NORTHERLY EXTENSION OF THE WEST LINE OF THE EAST 780 FEET OF SAID GOVERNMENT LOT 3. PARCEL C AN EASEMENT FOR INGRESS AND EGRESS AS GRANTED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NO. 5022647 AND AS FURTHER DEFINED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NO. 6619633, RECORDS OF KING COUNTY, WASHINGTON. NEW LEGAL DESCRIPTIONS LOT A BEGINNING AT THE SOUTHEAST CORNER OF GOVERMENT LOT 3, SECTION i, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE RUNNING WEST ALONG THE SOUTH LINE OF SAID LOT 3 A DISTANCE OF 830 FEET; THENCE NORTH 1530 FEET; THENCE EAST 270 FEET TO THE TRUE POINT OF BEGINNING: THENCE NORTH 00'03'29" WEST, A DISTANCE OF 196.66 FEET; THENCE NORTH 20'34'33" WEST, A DISTANCE OF 155.73 FEET; THENCE NORTH 62 '54 '56 " EAST, A DISTANCE OF 368.08 FEET; THENCE SOUTH 00 '01 '00' WEST, A DISTANCE OF 509.10 FEET. THENCE SOUTH 89'48'05" WEST, A DISTANCE OF 67.64 FEET: THENCE NORTH 00'03'29" WEST, A DISTANCE OF 150.00 FEET; THENCE SOUTH 89'48'05" WEST, A ❑ISTANCE OF 180.00 FEET; THENCE SOUTH 00'03'29" EAST, A DISTANCE OF 150.00 FEET; THENCE SOUTH 89'48'05" WEST, A DISTANCE OF 25.00 FEET TO THE POINT OF BEGINNING. TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS AS GRANTED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NO. 6022647 AND AS FURTHER DEFINED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NO. 6619633, RECORDS OF KING COUNTY, WASHINGTON. TOGETHER WITH ALL TIDELANDS OF THE SECOND CLASS ABUTTING THEREON, INCLUDING WITHIN SAID SECOND CLASS TIDE LANDS, PLATTED LOTS i AND 2, BLOCK A. SAID PLAT OF LAKOTA; EXCEPTING THEREFROM THAT PORTION OF SAID TIDELANDS LYING SOUTHWESTERLY OF THE SOUTHWESTERLY BOUNDARY LINE OF SAID LOT 2, BLOCK A; ALSO EXCEPTING THAT PORTION OF SAID TIDELANDS LYING EASTERLY OF SAID BLOCK A. AND WESTERLY OF THE NORTHERLY EXTENSION OF THE WEST LINE OF THE EAST 780 FEET OF SAID GOVERNMENT LOT 3. LOT B BEGINNING AT THE SOUTHEAST CORNER OF GOVERNMENT LOT 3, SECTION 1, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE RUNNING WEST ALONG THE SOUTH LINE OF SAID LOT 3 A DISTANCE OF 830 FEET; THENCE NORTH 1530 FEET; THENCE NORTH 89'48'05" EAST, A DISTANCE OF 25.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 69'48'05" EAST, A DISTANCE OF 180.00 FEET; THENCE NORTH 00'03'29" WEST, A DISTANCE OF 150.00 FEET; THENCE SOUTH 89 °48'05" WEST, A DISTANCE OF 180.00 FEET, THENCE SOUTH 00'03'29" EAST, A DISTANCE OF 150.00 FEET TO THE POINT OF BEGINNING. TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS AS GRANTED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NO. 6022647 AND AS FURTHER DEFINED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NO. 6619633, RECORDS OF KING COUNTY, WASHINGTON. PARCEL C AN EASEMENT FOR INGRESS AND EGRESS AS GRANTED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NO. 6022647 AND AS FURTHER DEFINED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NO. 6619633, RECORDS OF KING COMITY, WASHINGTON. LAND SURVEYORS CERTIFICATE This map correctly represents a Boundary Line Adjustment made by me or under my direction in conformance with the requirements of the appropriate State and City Statute and Ordinance in ............ 200..... . G G. Phil, Sargent ................................. ....................................... Mgr. Supt. of Records Certificate No. ..�4J.4�i ...... DRYCO ryco Surveying, Inc. 2714 VALLEY AVENUE EAST UMNER, WASHINGTON 98390 Ph 253-826-0300 fax 253-826-9703 RECORDING NO. I VOL./PAGE SCALE: NOT TO SCALE PORTION OF _NE 114 of _SW 114, S. 1__ T. 21 NR._3 E Old Configura ti on Parcel B — ESM Record of Rney #M0515M11 0 rn m 0 0 Parcel B 105217.29 Sq Ft 2.42 Acres D_ / I\ Parcel #0121039130 4-3 Q CT En L r- f U U " Q amp to C::, O) n J O JAN 1 9 2006 MICHAEL & PAMELA MARTIN 2800 SW 300th Place CITY OF FEDERAL WAIr'ederal Way, WA 98023 BUILDING DEPT. DWN. BY BH DATE JOB NO. 11212006 2004156 CHKD. BY SCALE SHEET 1" = 50, 2 DF 2 si 0 0 20 LOT / /` / EXIST G DECK` �� EXISTIYG HOUSE co / 1 _yJ � 18" MAPLE /'y / LO-r 0 17" MyQPLE / / / �/ 1y MAPLE 27" ,MAPLE 38" E iR 40" COTTONWOOD / 0" �APLE / �16 tv1APLE 30 MAPLE 40" MAPLE 21" COTTONWOOD // �5,,�`' / o0 RECORD; DRAINA E EA ' / „/ / 2D� Col NWOOD 60" COTTONWO5 RD;IG #20Q p31 SE NT / N-- 28 MAPLE / 4000 16 � � / S89'48'05" W 180.00' / ----------�------------- -------- --a- ----------- / mQ 38" MAPS' / f ^ 1.1 : t / 25' INGRESS, EGRESS \ AND UTILITY EASEMENT ocr+r%mm an Ilonncnz -7nnnrni �Qv P-PG�, /5' BSBL ; , 36" MAPLE TREE TO 0 REMAIN (TYP.) o 18" ALDER 1 // 36" MAPLr1 1 s MA4E / r- , S G CONNECf TO EXISTINO UTILITIES CONNECT TO EXIS W#TER MAIN T I 50" coTT i , 24" COTTONWOOD i % � 1 Iw cil 60" LOTTONWOOD r -------r---- ------------ ---- ---- ------ -------- N89.48'051 E 80.00' I X6COTTONWOOD'��� i / I 1 lx 1 eo I Lo INGRESS AND EGRESS EASEMENT #6619633 / / 60" COTTONWOOD / 5O" COTTONWOOD / / -oi 3 COTTONWOOD 0, Co 0NW00D 60` COTTONWOOD 38" CNW0 D j 60" COTTONWOOD ONWOOD P401"COTTONWOOD 50" COTTONWOOD 1 / / 44" COTTONWOOD u i I 1Os / Fol SCALE: 1 " = 20' 20' 10, 0 20' 40' SITE DATA PARCEL NUMBER: 012103-9130 SITE AREA: 27,000 S.F. = 0.62 ACRES ZONING: RS 15.0 - SINGLE FAMILY MEDIUM DENSITY EXISTING USE: VACANT PROPOSED USE: DETACHED DWELLING UNIT MINIMUM LOT SIZE: 15,000 S.F. BUILDING SETBACKS: FRONT YARD - 20' SIDE YARD - 5' REAR YARD - 5' MAXIMUM LOT COVERAGE: 50% MAXIMUM BUILDING HEIGHT: 30' REQUIRED PARKING SPACES: 2/UNIT LOT COVERAGE: ROOFS - 2973 SF DRIVEWAY - 3352 SF WALKS AND PATIO - 274 SF TOTAL - 6599 SF = 24% OWNER DR. AND MRS. MICHAEL MARTIN 2804 - S.W. 300TH PLACE FEDERAL WAY, WA 98003 VICINTY MAP N.T.S. LEGEND -� �- BOUNDARY LINE — — -- --- 105 --- -- — ---- EXISTING CONTOUR STORM DRAIN PIPE w/ TYPE 1 C.B. -------------0------------- ROOF DRAIN w/ CLEAN -OUT s SANITARY SEWER PIPE w WATER PIPE w/ BEND G GAS SERVICE P POWER SERVICE 60" COTTONWOOD 36" MAPLE SURVEY - BOUNDARY AND TOPOGRAPHY DRYCO SURVEYING, INC. 12714 VALLEY AVENUE EAST SUMNER, WA 98390 (253) 826-0300 VERTICAL DATUM NGVD 29 WSDOT GP17509-24 BM #1007-34A. EL=73.84' HORIZONTAL CONTROL ROS AFN 20000519900001 ROS AFN 197610189022 BOUNDARY ROS AFN 20010515900011 LEGAL DESCRIPTION EXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED (SITE ONLY) ED CITY J_R AL WAS ;K•S DIED TM, DATE. o� Z BEGINNING AT THE SOUTHEAST CORNER OF GOVERNMENT LOT 3, SECTION 1, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE RUNNING WEST ALONG THE SOUTH LINE OF SAID LOT 3 A DISTANCE OF 830 FEET; THENCE NORTH 1530 FEET; THENCE EAST 270 FEET TO AN IRON PIPE; THENCE NORTH 89.48'05" EAST, A DISTANCE OF 25.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 89'48'05" EAST, A DISTANCE OF 180.00 FEET; THENCE SOUTH 00 03'29" EAST, A DISTANCE OF 150.00 FEET TO THE POINT OF BEGINNING. TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS AS GRANTED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NO. 6022647 AND AS FURTHER DEFINED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NO. 6619633, RECORDS OF KING COUNTY, WASHINGTON. I O r 4 0 0 0 91 - m� 0 a W" O 0 c0 N N CONSTRUCTION ENTRANCE ro \ _ gov o�PG�I A PORTION OF THE N.E. 1 /4 OF THE S.W. 1 /4 OF SECTION 01, TOWNSHIP 21, RANGE 3 EAST, W.M. 10 SCALE: 1 " = 20' 20' 1 O' O 20' - -40' — / c� % i >k f / / / ( CONTOUR INTERVAL 5' / I/ �'/�' / ' �'' �' in/ / / i / LEGEND f/ / / / / ?/ / / / j / — — BOUNDARY LINE / _ EXISTNG DECK ' 1 / --- — -- --- 105 — — — -- EXISTING CONTOUR 90 PROPOSED CONTOUR �— •-•- --� CLEARING LIMITS ■ ■ ■ 6O" COTTONWOOD 36" MAPLE Lq EXISTIr HOUSE i / x" / 7 fS MAPLE / � ®�C-1(°� V / v, Q0� 17" tiy, PLE ° /,� / 1�/ MAPLE 27"rMAPLE 38" FIR i / r 40" COTTONWOOD 28 MAPLE / ° 0" APLE ° 16" MAPLE j 30" MAPLE 40" MAPLE 21" COT i ONWOOD o/ / ° / 20 j COTiWOOD 60" COTTONWOO)'�° 2$ MAPLE h / / ! / /AM LIM115 (IYl---)— ; CLEARING LIMITS ; (TYP.) i SILT FENCE TO BE PLACED AT CLEARING LIMITS (TYP.) 36" MAPLE , vLDER , 1 18" COTToNVr 001 50" COTT , , ; 4" COTTONWOOD / , i COTTONWOOD t �; s/ 0-yyl i /� 60" COTTONWO4D o' / / 5(Y COTTONWOOD /171 COTTONWOOD 1 60" COTTONWOOD NOD I r .� 60" COTTONWOOD % 50" COTTONWOOD " COTTONWOOD \ t f t EARTHWORK QUANTITIES TOTAL CUT: 925 CY TOTAL FILL: 17 CY =NETCUT- N.G.P.E. FENCE FILTER FABRIC FENCE EXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED (SITE ONLY) EROSION/SEDIMENTATION CONTROL NOTES 1. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/TESL SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 2. THE TESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 3. THE TESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FE-NCES, ETC.). 4. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE: DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED TESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 5. ANY AREA NEEDING TESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 6. THE TESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 48 HOURS FOLLOWING A STORM EVENT. 7. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. FILTER FABRIC MATERIAL 2" BY 2" BY 14 GA. W FABRIC OR EQUIV. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 2" BY 2" BY 14 GA. WIRE OR EQUIVALENT. IF STANDARD STRENGTH FABRIC USED. ................... .................. .................. ................... ................... BURY BOTTOM OF FILTER MATERIAL r 6' MAX. 1N 4"x4" TRENCH f 2" BY 4" WOOD POSTS, STEEL FENCE POSTS, REBAR OR r—f%l II\ /A I r—AIT NOTE: ORANGE FILTER FABRIC FENCE MAY BE USED INSTEAD OF BOTH BLACK FILTER FABRIC AND N.G.P.E. MINIMUM 4'x4" TRENCH BACKFILL TRENCH WITH NATIVE SOIL FILTER FABRIC FENCES SHALL BE INSIALLED OR 3/4" -1.5" WASHED GRAVEL ALONG CONTOUR WHENEVER POSSIBLE. 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE AND/OR REMOVE THE TRAPPED SEDIMENT. 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6" HIGH. 5. IF THE FILTER FABRIC HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. TYPICAL FILTER FENCE DETAIL A P P Ft 0 W[2 no �`" P�OTED NOT TO SCALE CITE(; EDERP;L WAY FRJE3E_Er,; LHK,S DEPARiM.cP 1 G�� - 10, 1 INSTALL DRIVEWAY CULVERT AS PER 1 KING COUNTY ROAD STANDARDS, IF } THERE IS A ROADSIDE DITCH PRESENT /— R = 25' MIN. 00 I R = 25' MIN.• 12" THICKNESS MIN. , °. - GO'0 ° 0 ° GEOTEXTILE $° ° 0 •4 bs '00 O I 4" — 8" QUARRY SPALLS 0. p' ' .0 . AS PER KING COUNTY ROAD STANDARDS. DRIVEWAYS SHALL BE PAVED TO THE EDGE \ OF R—O—W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. IT IS REQUIRED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THP PAP) ^A, %IAAII'7I-M u/mr .J I LI—L I vJ e OR 2" x 4" WOODEN POST rI 0 3� N E O -5 0 0 0 80 f •o 4 - � `51 j \ T.G. I.E. I� -00 I .o I VIA ASPHALT WAY C.B. I #8, TYPE 1 w/ ANCOR FLOW G CATCH BASIN INS RT T.G. = 76.45 _ LE. 71.62, 6" ---- I. E. 71.45, 870 A F'UH I IUN Ut- I HL N.t:. l /4 Ut- i t1t= S.W. l /4 Ut- St:L; 1 IUN Ul , 1 UW1N1z51-11v el , mAINIul— 0 CAS 1 , vv.IV1. O d to to ( 00 l M 00 f�� r r cDi �I Lo I \ EXISTING GROUND { I AT CENTER OF \ \ STORM PIP S o I I \ "1t1 n It 04 PROPOSED RIP -RAP PAD EXISTING ROCK WALL �..._........Ail, n SCALE: lit = 20' 20' 10' 0 20' 40' LEGEND - - -- 105 — EXISTING CONTOUR STORM DRAIN PIPE w/ TYPE 1 C.B. ---------}.---_--_ ROOF DRAIN w/ CLEAN -OUT s SANITARY SEWER PIPE w WATER PIPE w/ BEND GAS SERVICE P POWER SERVICE EXISTING EASEMENT 18.5' MATCH EXISTING :XISTlNG 0 �\ �gRiFs SLOPE PRES SHED 1IV VJI_ \ 60, t GALV. STEEL BRACKET; LOOSELY FITTED 8" PIPE 1 3/8" THREADED T GALV. STUD GALV. THREADED ROD COUPLING SCHEDULE 80 STEEL PIPE OR HELICAL SCREW TENSION A ANCHOR HOT DIPPED GALV. PIPE ANCHOR (NOT TO SCALE) I dam-dQ- M� N C� 40 '9�9'o C.B. , TYPE 1 I.E. = 37.44, 870 30 EXITING GROU AT ENTER OF STORM PIPE \ L INSTALL BENDS AS Z�7NECESSARY INSTALL TWO PIPE PER DETAIL THIS 3" COMPACTED DEPTH ASPHALT CONCRETE CLASS "B" W/ THICKENED EDGE * COMPACTED DEPTH 3" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE CRUSHED SURFACING TOP COURSE PROPOSED DRIVEWAY %;ECTION NOT TO SCALE 1 3/9' THREADED GALV. STUD GALV. THREADED ROD COUPLING -� PIPE 10 BE PLAC D ON EXISTING GROUND SURFACE ALONG S11LOPE GALV. STEEL BRACKET, LOOSELY FITTED 8" PIPE -ANCHOR SHALL BE DRIVEN INTO SOIL 3' DEEP OR IN TO CONCRETE 1' DEE:P. SECTION A -A (NOT TO SCALE) 40 60 _ --- �- - 60- C.B. 7, TYPE 1 � w/ OLID LOCKING LID .g � \ cn � j a { f T.G. �- 66.23 I s`\�p`r� 49 \ a ��!OTE® I.E. 62.23, 8" ouT F, Ci .(c EDE:W WAY ► i 8� 20 — cur,; WORKS DEP V:r__ 20 - — BYv SRi riTE. Z C) li ' C.B. 6 TYRE 1 ' O _ - T.G. _ 60.2 �g 09 ( I os ( I.E. - 56.27, 8" O ® S { � I I s, . 50 i I - In-- - L-1'-� ---- 50 40 C.B. TYPE 1 T.G. = 54.44 I.E. _ ;50.44, TO ;.B. #4, TYPE 1 f.G. = 51.59 E. = 47.501. To �739,�O 0 10 ELI C.B. 2 TYRE 1 w SOLID LOCKIN T.G. = 14.5 I.E. = 11.511, TO EXISTING ROCK i WALL -PROPOSED RIP -RAP ,IPAD �i]