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98-102890 (2)W F a s7 m w W Y W S U to a 0 W la- W W Z O U IO W co W W W a U cc OJ ¢ ¢ to a C4 m W W Y O LL m ® W d. Z Z FLA]h 1 PLAN-PKUI-ILL O. P. R. & R. E. STANDARD DIETZGEN CORPORATION PRINTED IN U.S.A. FILL SPECIFICATIONS: 1. THE AREA TO BE FILLED SHALL BE PREPARED BY STRIPPING ALL EXISTING TOPSOIL,UNSUITABLE MATERIAL, VEGETATION AND ANY ORGANIC MATERIAL, THE GEOTECH ENGINEER SHALL INSPECT THE SITE AFTER PREPARATION AND PRIOR TO FILL PLACEMENT. 2. THE GENERAL FILL SHOULD CONSIST OF THE FOLLOWING: • A GRANULAR FILL FREE OF ORGANIC DEBRIS. • BE PLACED AT OR NEAR THE OPTIMUM MOISTURE CONTENT SUCH THAT IT CAN BE PLACED AND COMPACTED TO THE FOLLOWING PER- CENTAGE OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557. r 95% - UNDER BUILDINGS AND PAVEMENTS AND WITHIN A 45 DEGREE SLOPE FROM BUILDING FOUNDATIONS. 90% REMAINING AREAS (YARDS AND LANDSCAPING AREAS) • THE FIRST TWO FEET OF FILL PLACED OVER THE PREPARED SUBGRADE SHOULD CONSIST OF A GRANULAR FILL WITH A MAXIMUM OF 7.5% FINES PASSING THE #200 SIEVE. THIS LAYER SHOULD BE CONTINUOUS AND EXTEND FROM THE BASE OF THE SLOPE TO THE TOE OF THE NEWLY PLACED FILL. 3 FILL SHALL BE SPREAD EVENLY AND COMPACTED USING A VIBRATORY OR SHEEP'S FOOT DRUM ROLLER 4. COMPACTION TESTS SHALL BE TAKEN DURING THE FILL PLACEMENT AT THE DIRECTION OF THE GEOTECH ENGINEER AND LIFTS FAILING THE MIN. COMPACTION SHALL BE RE -CONDITIONED (OR RE OVED) AND RE -COM- PACTED. 5 '\� C,�e" I'�2 � W1�SHED, FZOUNp�D DF�>� 1 N►�ocac WRAP ki- — SlDES W1 TH FILTER FPIBRIC, (l k"-WouE. ) Lo `( PERF. P I PE KDS N-1Z oR PAC SDR 3� I1r lll=UI=CE1 ra 2L psi NOTES: 1. ALL NEW FILL SLOPES SHALL NOT EXCEED 2:1 GRADE. 2. UPON COMPLETION OF GRADING, THE SLOPE SHALL IMMEDIATELY BE HYDROSEEDED OR SEEDED WITH MULCH TO THE SATISFACTION OF THE CITY ENGINEER. 3. THE CITY INSPECTOR SHALL BE NOTIFIED MIN. 24 HOURS PRIOR TO COM- MENCING CONSTRUCTION. 0 / Qv TRR� Aq9 � ovalv .,, 'C o is 3D Q v: q2 41 a 91 MN #4 — RLm, 442 L �.: �23 • t (v" OL Or 4 0000 000, i' r 0- $ L \o 000, .Ir RAC , W.0001 I - - --- - Ot OF I Wo" Y` r __--.r.-•-.�""'�!' � : LA -f �' Off' - � � �� _ • ' � � t-. l► � A NOTE: ALL FUTURE HOUSES WITHIN TRACTS H&J SHALL BE SUPPORTED BY A STRUCTURAL PILE FOUNDATION. C1 Q� eE�T• of F( L_L : as/000 cy ± G V V-Sl-OYt'( j --- - NEW. P (P.V ri -35 39v yD - aft. i-\ N€ W # R6 Aire MH -RA E RIM T _ LLi • _r 1.Lz Lr- A� • R1M'. 3 S IRA M TO 406.0 - �V ABANDON EX I ST I N TbRM INSTALL ►� F _ r NOTE: S 6 e STO DRAIN E (P. .C. SD 11✓• 1.4(�� ABANDON i lk M FIL._ t-It^1 NR�I_l._ �3ft. BEL OP 0 W FILL IT �,14- �c ' , 400 L_tm S, LIMIT OF S T CH LOT. �./ uC�Tlof�► I�CTI v ' F3E NLD IAA PROP. r �fi c N � eA LT v, �,LlN FoR >� 543 �4,` ��j REPLACE EXISTING D PNRT of o P.V.C. WITH D.I . PIPE c� Z4)390 }- . Ell _ T OF LSAT �lL_t-. ' R M .. 4A- \ p.�? •� lE: 3-7?. 40 (aft 's f NOTE : DERT �-_ : �17 �ENGH !>ct1D pRPINRc�G{C g� �k'`��T• �- RI►H ,3�t%•I(o lE: 370. 7� (�, t`=% u`®'_ Z4 MN. . w 1 L-l_. BE 3e12> • 03 s 1' GEOTT=G-t. E�NGR, ON-51TI ��U ��a �'• — II✓: 380•I! (0' vet PORT N.1G TRF-MCA-4 Ex C-A VA- SON e . r (RAISE RIM TO EL. 4!2.0') G l i goTioM of gF M1N. &I INTO NDTI ` r - a AIL 9� `fro / ;bND --�4 c iRr-..NCH AS SHowry or-4 FLA�i , ,C 1 \�. 5 S• ' MAN �E PoD ZYU STD -tom f3�( d )J, 4-1� �. v ..tt {� . ENGR. 0N.- S� 1T�)� , e r, �l pv R L ►..A G i N ST1�lL,Pcl1 � N �'7 ,(`�'� � 0� `l "�� `� � • �O � � C'�` �' s aC° ) RET N THIS REDLINE U� NE WITH: 01 NOTEX Cf { SETS REVISED PRINTS RECEIVED �T-E..R C, l op-\ ^(T� F I ,A CH DRAk f Ij RAISE EXISTING SIDE SEWER STUBS ��j r I COPY OF REVISED T.I.R. � _".; d�� 151999 �1p s aL� USING 450 ELBOW. PIPE TO WITHIN � S ��^ ORIGINAL MYLARS �r Oft. OF FINISHED GROUND SURFACE. 0 CITY OF FEDERAL �yHY � � � a1� �...� � S rT r BUILDING +? p� c R__PI?CDUCISLE MYLARS oEPr � AEG 1 ER ENGINEERINGo S. 204 PL Kent, Wa. 98031 �Y-- 0 6) 5 0- 0 9 3 _ 1 R�YtsIn�S 8y 424`r7. A A ART ��O - co - 9 7 n } APR 1 1998 SH�t' 1 OF 0 z x M 00 rn I cV I d 0 0 0 00 L0 N N M 01 i 0 Of CL Y to 0 N 0 a U Y 3 0 c I FINISH GRADE (2H:1 V) (PROVIDE EROSION PROTECTION) EXISTING GRADE DESIGN GEOGRID LENGTH (L) X -,\ LAYER 8_ --------------- LAYER---- -_------------------ G LAYER 6 "KEY -IN" FILL CUTTING STEPS l - �%';�%/�%/�/j�%' '��_ C (2 FT MAX HEIGHT) IN BACK SLOPE. --------------- LAYER _ 5 \ `\ LAYER 4 GEOGRID REINFORCEMENT ------ (SEE NOTES 1 & 2) LAYER _3_=== STRUCTURAL BACKFILL (D) LAYER 2 /A LAYER 1 CONTRACTOR TO MAINTAIN SAFE CONSTRUCTION SLOPES NATIVE, COMPACT OR DENSE SUBGRADE MSE WALL AND ROCKERY WALL FOUNDATION SUBGRADES SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO BEGINNING CONSTRUCTION EXISTING GRADE DESIGN GEOGRID LENGTH (L) - - - - - ,�\��<7, - "KEY -IN" FILL CUTTING STEPS I ��%�%�%�i \\�� (2 FT MAX HEIGHT) IN BACK SLOPE. �\ j STRUCTURAL BACKFILL CONTRACTOR TO MAINTAIN SAFE ' CONSTRUCTION SLOPES GEOGRID REINFORCEMENT (SEE NOTES 1 & 2) NATIVE, COMPACT OR DENSE SUBGRADE MSE WALL AND ROCKERY WALL FOUNDATION SUBGRADE'S SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO BEGINNING CONSTRUCTION DRAIN GRAVEL AS SPECIFIED 6-INCH DIAM. PERFORATED CPE DRAIN PIPE SLOPED TC PROVIDE POSITIVE DRAINAGE AND CONNECT TO SITE DRAINAGE SYSTEM 12-INCH (MIN) 1 ON 6 (MAX.) 6,-0" 7'-6„ REINFORCEMENT LAYER SCHEDULE Reinforcement Layer No. Length (L)* 8 6.5 ft 7 6.5 ft 6 6.5 ft 5 6.5 ft 4 6.5 ft 3 6.5 ft 2 6.5 ft 1 6.5 ft EMBEDMENT 1'-6" (MIN.) FOUR LARGE MAN ROCK (MINI.) 3 FOUNDATION DRAIN F.1 rl"\TYPICAL DESIGN SECTION OF 6-FOOT HIGH IMSE WALL - LOT 57 GEOTEXTILE FABRIC (SEE NOTE 7) 4-INCH (MIN) BEDDING q3 FOUNDATION DRAIN PIPE F. 1D NOT TO SCALE 0 5 10 FEET FINISH GRADE (2H:1 V) (PROVIDE EROSION PROTECTION) LAYER 6 LAYER 5 LAYER 4 LAYER -3---- (D) LAYER 2 Spacing Between Layers (D) 1.0 ft 1 .0 ft 1 .0 ft 1.0 ft 1 .0 ft 1 .0 ft 1.0 ft REINr ORCEMENT LAYER SCHEDULE Spacing Reinforcement Between Layer No. Length (L)* Layers (D) 5 5.0 ft 4 5.0 ft 3 5.0 ft 2 5.0 ft 1 5.0 ft -EMBEDMENT 1'-6" (MIN.) FOUR LARGE MAN ROCK (MIN.) FOUNDATION DRAIN TYPICAL DESIGN SECTION F 4-FOOT HIGH MSE WALL - LOT 0 5 10 FEET 1.0 ft 1.0 ft 1 .0 ft 1 .0 ft NU I LS: 1. Reinforcement shall consist of a geogrid equivalent to or exceeding Tensar UX1400HS. The geogrid shall conform to the minimum physical requirements as indicated below. Prior to deploying the geogrid reinforcement, the Contractor shall submit to the Engineer a manufacturer's certificate of compliance. The geogrid re nforcement shall be free from defects or damage. If the geogrid is stored on site, the Contractor shall take measures to protect it from damage, keep it free from dust and dirt, and cover it with an opaque plastic sheet to prevent degradation from ultra -violet light. MINIMUM PHYSICAL PROPERTY REQUIREMENTS: Ultimate Strength (unfactored). . . . . 4,570 Ibs/ft (GRI-GGI guidelines) LTDS, well graded Sand & Gravel . . .1 ,700 Ibs/ft (GRI-GGI guidelines) 2. The reinforcement shall form horizontally continuous layers. Except where a second layer of grid is required at the return wall face, no overlaps or seams shall be oriented parallel to the face of the wall. The Contractor may join the reinforcement by overlapping it a minimum of 18-inches such that the seams are oriented perpendicular to the face of the wall. The Contractor shall ensure that the geogrid is deployed so that the geogrid strength is in the direction perpendicular to the face of the wall and meets the specified minimum physical properties. 3. The contractor shall use falsework at the face of the wall to provide temporary support during the placement of each lift. 4. Structural fill shall be compacted to at least 95 percent of the Maximum Modified Proctor density (ASTM D-1557). Structural fill shall meet the gradation requirements listed in these notes. 5. Heavy compaction equipment shall remain at least two (2) feet from the face of the wall. Structural fill placed within three feet of the face of the wall shall be compacted firmly using a minimum of two passes with light compaction equipment. No vehicles shall operate directly on the reinforcement. A minimum of six -inches of fill shall be placed on the reinforcemeni before equipment may operate on it. 6. Drain gravel shall consist of clean gravel and shall meet the gradation requirements listed in these notes. GRADATION REQUIREMENTS U.S. STANDARD PERCENT PASSING BY DRY WEIGHT SIEVE SI:_`E STRUCTURAL FILL DRAIN GRAVEL 2-1 /2 IN.100 100 3/4 INC!" 100 70 - 100 NO. 4 25 - 100 30 - 60 NO. 10 10 - 80 20 - 50 NO. 40 0 - 35 10 - 30 NO. 20C 0 - 10 0 - 2 7. A geotextile fabric shall be placed under drain gravel as shown. The geotextile shall consist of a nonwoven, polyester or polyethylene filter fabric with a minimum flow rate of 120 gpm/ft2 (ASTM D-4491 ), and a minimum Grab Tensile strength of 120 Ibs as measured by ASTM D 4632. 8. Golder Associates shall inspect the condition of foundation to determine suitability and to provide recommendations if improvement is necessary. 9• The Reinforced Rockery Wall design is based on the plan titled "Heritage Wood, Tract H & J, Lot Grading Plan," prepared by Jaeger Engineering, dated October 6, 1997. EXPIRES14 0 4/2/98 - AG RDL REV. I DATE DESCRIPTION DR BY RVW BY �SSUCl�teS SCALE: AS SHOWN PROJECT NO.: 973-1122 TASK NO.: - DES BY AG PROJECT:PARKLANE/HERITAGE WOODS/WA DR BY AG SHEET TITLE: CHK BY JJ REINFORCED ROCKERY RVW BY RDL WALL SECTIONS SHEET: x OF x DRAWING NO. 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Jaeger Engineering del Moral & Associates ♦ 98031 Seattle, WA.98112 5 MONITORING PLAN • �T i IE I'I;KI't >SF oF, rlfE '00NITORI` Oc,' PLAN IS TO DOCUMENT_ THE DEGREE OF SUCCESS UR QS FAILURE: A I'TAINED IN ACHIEVING THE PERFORMANCE STANDARDS AND TU IDEN T iFY APPENDIX 11. NOTES FOR PLANTING PLANS REMEDIAL ACTIONS. A FIVE-YEAR MONITORING PROGRAM WILL BE IMPLEMENTED 170 ASSESS THE COMPLETED WETLAND MITIGATION PROJECT. • UPON COMPLETION OF WETLAND CONSTRUCTION AND AGAIN AFTER BUFFER WETLAND DELINEATIt)IV INSTALLATIONS, BASELINE MONITORING REPORTS (THE "AS -BUILT" REPORT) THIS MITIGATION PLAN IS BASED, ON THE ORIGINAL WETLAND EVALUATIONS AND DOCUMENTING CONSTRUCTION ACTIVITIES AND ANY DEVIATIONS FROM THE APPROVED DELINEATIONS REPORT AND CONCEPTUAL MITIGATION REPORT PREPARED BY DAVID EVANS �4ITIGATION PLAN WILL BE PROVIDED TO THE CITY WITHIN 45 DAYS OF INSTALLATION. � AND ASSOCIATES. THE MITIGATION PLAN WAS PREPARED BY DEI.'d10Rr1L &ASSOCIATES. SUBSEQUENT N40NITORING SHALL OCCUR EARLY IN THE FIRST GROWING SEASON, AT THE END OF THE FIRST GROWING SEASON, TWICE IN YEAR 2 AND AT THE END OF YEARS 3, 4, WETLAND PROTECTION $L CREATION; GOALS &OBJECTIVES AND 5. A TOTAL OF NINE MONITORING EVENTS, INCLUDING THE TWO AS -GUILTS REPORTS, SHALL OCCUR. • COIVIPENSATE FOR LOSSES OF WETLAND FUNCTIONS AND VALUES RESULTING FROM • PER�2A �>ENT RECTANGULAR SAMPLE PLOTS 25 BY 50 FT NWILL BE ES'I;ABLISHED AN'D ( a FILLING OF WL- A, POTENTIAL IMPACTS TO W L-E, IMP ACTS TO W L-D, AND F i L LI N G LkRKED \VITI I REBAR IN EACH CORNER FOR REPEAT-MEASL`R.E SAMPLING OF SURVIVAL OP WL- L AND GROWTH. PLo,rs WILL BE ESTABLISHED AS FOLLOWS: DEA .A, 1 PLOT; AREA 1, 1 • CREATE WETLANDS THAT WILL BE SELF-SUSTAINING WITHOUT IRRIGATION WITHIN TWO PLOT; AREA 4, 2 PLOTS, AREAS 5, 6 AND 7, 1 PLOT EACH, AND AREA 3, 2 PLOTS, FOR A 2� YEARS. TOTAL OF 7 PEJwANENT WETLAND PLOTS. • IMPROVE WILDLIFE HABITAT. • THE EMERGENT ',T-GETATION OF THE POND EDGE WILL BL AIviPLED LSrNG T:IRI F BELT • IMPLEMENT EFFECTIVE TEMPORARY EROSION CONTROL MEASURES TO AVOID SOIL TRANSECTS EACH 3 FT WIDE. EACH TRANSECT WILL BE MARRED WITH REBAR ON BO-r-1 EROSION DURING AND AFTER CONSTRUCTION. SIDES OF THE POND, AND THE TftANSECT WILL START AT THE EDGE AND TERMINATE • PROVIDE SUFFICIENT MAINTENANCE THAT PLANT MATERIAL WILL BECOME SELF- WHERE THE WATER DEPTH IS 2 FT. VEGETATION COVER AND SPECIES COMPOSITION WILT. SUSTAINING WITHOUT SUPPLEMENTAL IRRIGATION WITHIN TWO YEARS. BE DETERVIL'`�ED IN A CONTIGUOUS BELT OF 3 FT BY 3 FT SAMPLE PLOTS. •` SAMPLE PLOTS ALSO WILL BE ESTABLISHED IN THE BUFFERS ALONG THE STORM DRAIN PERFORMANCE STANDARDS AND SUCCESS CRITERIA CORRII"OFS. ''`I-T=PT NVIL1_ PF C, F 3() BY [C FT. CT EA.C'-? :50 !-rNFAP FT ,�V; ?: ITZ ... LV. l6 AF l'E„ FIVE YEAR'S TI3F VEGETATION[ SH{3UI BESEE,F SCtSTAfl iIAIG WI rHOUT T'?P; .� zG`J AXIS ALIGNED ALONG THE CORRIDOR. BUFFER I WILL HAVE 2 PLOTS, BUFFER II, 1 PLOT, AND, AFTER FIVE YEARS, AND COVER 80% OF THE AREA PLANTED. SUFFER ITT, 3 PLo7s, BUFFER 1V, 2 PLOTS, AND BUFF" R fit, 1 PL0 i FOR A T-OTAFL Cfr q • THE. MINIMUM OVERALI SURVIVAL RATE FOR TREES, SHRUBS, AND HERBS Is 80% OF THE BUFFER PLOTS. 28 PLA" .'TED INDIVIDUALS. DURING THE FIRST YEAR, THIS '�G>IVTRACTOR --HALL REPLACE • ALL PLANTS IN THE WETLAND ENHANCEMENT AREA WILL BE OBSERVED DIRECTLY. DEAD WOODY PLANTS. THE AVERAGE WOODY PLANT SI,11) BE AT LEAST 50% TALLER • ALL PLANTED WOODY INDIVIDUALS AND FERMIS IN THE PROJECT WILL BE TAGGED WITH AFTER FIVE YEARS. THEIR SPECIES IDENTITY AND SEQUENCE NUMBER FOR EASY IDENTIFICATION. ALL �8 • AFTER FIVE YEARS, FERMIS SHALL COVER 50%u GREATER AREA THAN WHEN PLANTED AND PLANTS WILL BE SCORED AT EACH MONITORING TIME AS HEALTHY, STRESSED, OR DEAD. HAVE "THOSE 50% MORE FRONDS THAN WHEN PLANTED, THEY SHALL BE WELL • THE HEIGHT AND SPREAD OF ALL PLANTS N THE PERMANENT PLOTS WILL BE RECORDED ESTABLISHED. AS WILL. THE NUMBER OF FERN FRONDS. ANY PLANT EXCEEDING THE I-IEIGEIT -7 • AFTER FIVE YEARS, PLANTED VEGETATION SHALL SHOW NO WIDESPREAD SIGNS OF PERFORMANCE STANDARD WILL NOT BE MEASURED SUBSEQUENTLY. PAIRED I' -TESTS WILL ABNORMAL GROWTH. BE USED TO DE"TERMINE THE SIGNIFICANCE OF GROWTH INCREMENTS. 8� • WETLANDS SHALL BETSTABLISHED ON ABOUT 34,t*31 S.F. • PEIOTO-POINTS SHALL. BE ESTABLISHED FROM A FIXED PONT AT EACH PERMANENT PLOT • IF THE PROJECT FAILS TO MEET PERFORMANCI. STANDARDS, THE MONITORING PROGRAM TO COLLECT A SEQUENCE OF PHOTOS TO EVALUATE VEGETATION OVER TIME. PHOTOS COULD BE REVIEWED AND EXTENDED AND (0NTINGENCY PLC\` .� v1AY BE IMPLEMENTED. WILL BE INCLUDED WITII EACH MONITORING REPORT. 2z THE CAUSE OF FAILURE TO ?�4EET TH� r, �'TAND. RDS SI9;.`t° BE EVALUATED AND • INVASI()_N OF N,'XIOUS WEEDS WILL BE NOTED. THESE SPECIES COULD INCLUDE REED APPROPRAATI ACTIONS TAKEN, SUCH ^iS NC:LUDE, b,. t_E NOT LIMITED TO: (-ANARYGRASS, PURPLE LOOSE STRIFE, HIMALAYAN BLACKBERRY, AND TANSY RAGWORT, T T t REPLACEMENT OF DEAD INDIVIDUALS, II` ,.4� ..`.'rIOI�, ALTERATION OF I-IYDROLOGY, AND ' )` " HORSETAILS, W i O WATSON'S BU r :�c I CATTAILS, SLENDER RUSH, COMMONATSON S WILLOW HERB, R CHANGING THE SPECIES COMPOSITION. I IARDI IACK. • IF AFTER ANY MONITORING PERIOD, MORIAi f-IY EXCEEDS THE ACCEPTED STANDARD OR • ``V•.ATFLt I F.VF.I.S AND SOLI- SATURATION WILL BE MONITORED DIRECTLY AT EACIi a IF MORTALITY IS SPATIALLY CONCENTRATED, THEN RECOMMENDATIONS FOR PERMANENT PLOT. IF THE PLOTS ARE TOO DRY, OR IF FLOODING IS TOO DEEP, -THESE REPLACEMENTS W'II.I. BE MADE. FACTS \ti ILI. BF NOTED AND RECOMMENDATIONS TO ALLEVIATE THE CONDITIONS WILL BE MADE, Pas�_>LI\I1:�iU:A(i��iS F()ft-:1�i`( F�.RrI{LI� NE.c.E>S:AKY ,LI:AIN'I'Eti;A�it:E: SHALL BF X,1AL)I�- '� 34� `vION 1'URING RI POR I'S, BASED c)N SYMP'lOMS OF STRESS OBSERVED IN 1*1IF. FIELD. • THE RESULTS OF EA(;H MONITORING SESSION WILL BE REPORTED ALONG WITH RECO0 I- IMPLEMENTATION PROCEDURES MENDATIONS FOR 41AINTENANCE OR REMEDIAL ACTION WILL BE FILED WITH CLIEN"T :� D r THE (IT`S". THE REPORTS WILL PROVIDE THE MEAN HEIGHT OF EACH SPECIES. !0&"'` . HEIGHT INCREMENT, AND NUMBER AND. PERCENTAGE OF INDIVIDUALS THAT HAVE MET • DURING FAC-1-1 PHASE OF THE PROJECT, CONSTRUCTION PROCEDURES AND `TECHNIQUES THE ST NDARD. EACH REPORT WILL SUMMARIZE THE PROJECT'S STATUS AND WILL.�Ai.L PROTECT '�I T PRO N TAKES O �"rI(�. s ARE .CAL °r ADEQUATE 1 RC 'V E THAC' WILL BE MONITORED TO ENSURE �., -t T r r , _ N N L, E NO BE FOR ANY SPECIFIC REMEDIAL ACTIONS. SL _H ACTIO S I CL D SLT MAY T THE CREATED AND ENHANCED WETLAND AND BUFFER AREAS. A CERTIFIED ECOLOGIST ITED TO: FERTILIZING SPECIFIC SPECIES; .REDUCING THE COMPETITION FROM WILL VISIT TI- E SITE REGULARLY DURING CONSTRUCTION OF THE PROJECT TO OBSERVE HERBACEOUS SPECIES, REPLACING DEAD OR SENESCENT I,iDIVIDUALS; AND SPECIFICATION CREATION ACTIVITIES AS THEY ARE BEING COMPLETED, UPON COMPLETION OF THE WET- OF DIFFERENT SPECIES FOR REPLACEMENT. IF, DURING THE COURSE OF MONTTORING, LAND CONSTRUCTION AND ESTABLISHMENT OF VEGETATION, A BASELINE (AS -BUILT) MAJOR PROBLEMS ARE REVEALED, THEN REMEDIAL ACTIONS WILL BE RECOMMENDED. MONITORING REPORT THAT" DOCUMENTS WETLAND CONSTRUCTION ACTIVITIES AND ANY • SHOULD THE RESTORATION PLAN NOT MEET ITS GOALS AFTER FIVE YEARS, THE � S DEVIATIONS FROM THE APPROVED MITIGATION PLAN WILL BE PROVIDED TO THE CITY. MONITORING PERIOD MAY BE EXTENDED UNTIL SUCH GOALS ARE ACHIEVED. THE ECOLOGIST WILL OBSERVE AND DOCUMENT THE FOLLOWING IMPLEMENTATION • THE MITIGATED WETLANDS SHALL BE OBSERVED FOR EXCESSIVE EROSION, SCOUR, AND CRITERIA: SEDIMENTATION THAT MAY ADVERSELY AFFECT THE HEALTH AND/OR DIVERSITY OF THE • ALL PLANTS, PLANTING AND SEEDING ACTIVITIES SHALL CONFORM TO NORMAL OVERALL WETLAND MITIGATION AREA. WILDLIFE USE OF THE WETLAND MITIGATION LANDSCAPE INDUSTRY STANDARDS. ALL PLANT' MATERIAL TO BE USED WILL BE NATIVE TO AREA SHALL BE OBSERVED AND REPORTED. THE PACIFIC NORTHWEST. i'H SF-O(M E4_4T" TF�P �-F* rC +-i PAsiN ArT- THt I<Xi�T r ri tJ D i N _ t!'� FAR s ►ter Ac��mV��P�L, 0 ALL PLANTS SHALL BE CONTAINERIZED OR BALLED AND BURLAPPED. ONLY SOUND, S 4-L t,, -� �2�A�T�u-Y jVkP1N 13t�-� t> pV M O vT (� r� r�.c.�.s.s � �..�t . PvM f'r N G ALE Go R ID 5 5 H �-• HEALTHY, VIGOROUS PLANTS, FREE OF DEFEC;`I'S, DISEASES, AND INFESTATIONS SHALL BE Imo. �Pr• \NPT!✓R �.�N�is IN TINE- P'o^� WILL BI= ► \ow mRE� �RRi�RLY US l n16 Pc W HTcR t..�'q F_L STPrFF L0GA'rE0 Njrp<r T O THE FL-o"N C O NTRCE- PROVIDED. ARCHITECT OR WETLAND BIOLOGIST WILL REVIEW PLANT MATERIAL TO CONTINGENCIES • THE LANDSCAPE VERIFY CONFORMANCE TO THE PLANT SCHEDULES AND TO PLANT CHARACTERISTICS AND tT ,,,, r r�r; ^ �n^.�t F'.FD PLANT Ma`rEA.t,�_LS \Y'ILL NOT BE AVAILABLE IN SUFFICIENT , RESERVES THE RIGHT TO REQUIRE REPLACEMENT OF PLANTS DEEMED UNSUITABLE. a ?S POSS,�L: _ NUMBERS AT THE TIME REQUIRED. �CHE WET La.iVU tiIOLUGIS"C� v1Ali Slii7GE5'C APPFcOPRPA'i i • _ __ __ ^, T'7r mr,,.TrT(:.�,T'T�TF W'LiLi•iYl.i tYTl?��. �. TT�,�.�.A'�T':� l T_i„Elt1J�I�Vl.7 YLl7L 111 lll�� SUBSTITUTIONS OF NATIVE MATERIALS, BUT ALL PLANT MATERIALS SUBSTITUTIONS MUST BEYOND THE SCOPE OF WORK WILL BE PROTECTED. BE APPROVED BY THE CITY OF FEDERAL WAY PRIOR TO ON -SITE DELIVERY AND • PLANTNG SHALL OCCUR BETWEEN OCTOBER AND MARCH. IF PLANTING OCCURS N LATE INSTALLATION. REPLACE14IENT SPECIES MUST HAVE SIMILAR MOISTURE REQUIREMENTS SPRING OR SUMM' R, IRRIGATION' MAY BE REQUIRED. PROVISIONS FOR IRRIGATION SHILL AND FULFILLS THE SAME GENERAL FUNCTIONAL AND STRUCTURAL ROLE. BE IN PLACE IN THE EVENT THAT THE DRAINAGE SYSTEM IS NOT IN PLACE, • THE LANDSCAPE CONTRACTOR :MUST THE HEALTH OF ALL NEWLY tiTRODUCED PLAN"�: • PROTECTION DIG, PACK, TRANSPORT, AND HANDLE ALL PLANTS WITH CARE TO ENSURE PRO MATERIAL QUARTERLY FOR ONE YEAR AFTER THE DATE OF PLANTING. DEAD PLANT: T ACCOMMODATE THEIR FROM INJURY. STORE PLANTS IN THE MANNER NECESSARY IO SHOULD BE REPLACED .AS NECESSARY DURING THE APPROPRIATE SEASON. HORTICULTURAL REQUIREMENTS. HEEL -IN PLANTS IF NECESSARY TO KEEP THE M FROM . NUTRIENT DEPRAVATION WOULD BE ALLEVIATED BY SUITABLE FERTILIZING AS DISCUSSED DRYING OUT. KEEP WETLAND PLANTS SATURATED AND SHADED UNTIL THE ACTUAL UNDER �1:\I�+�rEN:\;vCE. TIME OF INSTALLATION. DO NOT LET THEM SIT IN THE SUN OR DRY OUT DURING • IF WEEDS BECOiviE TOO DENSE, THEY. SHOULD BE CONTROLLED hlAivtUALLY AND PLANTING. AFTER PLANTING, IMMEDIATELY SATURATE THE WETLAND AND IRRIGATE DESCRIBED UNDER MAINTENANCE, UNCHECKED, WEEDS WILL REDUCE SURVIVAL A.N? THE BUFFERS TO AVOID DROUGHT STRESS. GROWTH KN TES OF YOUNG PLANTS. • EXCAVATE CIRCULAR PLANT PITS WITH VERTICAL SIDES AND INSTALL VERTICALLY. • IF PLANTS DIE, THEY WILL BE REPLACED BY SUITABLE INDIVIDUALS. IF THE 410RTALIT�' IS BACKFILL WITH SPECIFIED PLANTING SOIL AND INCORPORATE GRANULAR POLYMER SPORADIC, IT IS LIKELY THAT THE SAME SPECIES WILL BE R.ECOM4iENDED. IF IT II PELLETS INTO BUFFER PLANTINGS, AS PER MANUFACTURER S SPECIFICATIONS TO PROVIDE GENERAL, THEN ALTERNATIVE SPECIES OR HABITAT ALTERATION WILL BE REQUIRED. ADDITIONAL MOISTURE RETENTION DURING TIME DRY SEASON. • IF DAINIAGE OCCURS DUE TO EROSION, SETTLING OR OTHER PHYSICAL FACTORS, THIS • TREES AND SHRUBS PLANTED ON MORE THAN 6% SLOPES SHOULD HAVE A SOIL COLLAR OF DAMAGE SHALL BE REPAIRED AND THE CAUSE RECTIFIED. AT LLAS"T 18" DIAMETER TO COLLECT WATER AND REDUCE EROSION. • IF PLANTS ARE. GROWING POORLY, OR SHOW DEFICIENCY SYTAIPTOMS .DURING \IONI"I'UttiNG; ADDITIONAL SLOW -RELEASE FERTILIZER SHOULD BE ADDED AS NEEDED. • VEGETATION AS SPECIFIED ON DETAIL DRAWINGS. Fi-_R`rILIZER FOR TREE AND SHRUB • IF SUFFICIEN r HYDROLOGY FAILS TO DEVELOP N ANY AREA, THEN DRAINAGE FLOW", SPF(,IES IS TO BE IN A 21 GRAM `TABLET AND CONTAIN 20`?/o NLTRoGEN, 10% PHOSPHORIC WILL BE REDIRECTED FROM APPROPRIATE SOURCES. -o APPLIED AT MANUFACTURER'S RECOMMENDED RATES. ACID AND ? /o POTASH, AND BE AI P 1 • • • IF SUFFICIENT HYDROLOGY FAILS TO DEVELOP IN ANY AREA, THEN DRAINAGE FLOWS .... •" . :. HOWEVER NOTE "'i HAT NO PLANT WITHIN 25 FlOF A W I LANND SHOULD BE FERTILIZED. ILIZED. • ADD COMPOSTED OR OTHER BIOSOLID I ORGANIC SOIL TO -I'I-IE SURFACE OF .ALL WILL BE REDIRECTED) FROM APPROPRIATE SOURCES. ,L_ Ft-, c,p1 • SUFFICIENT HYDROLOGY FAILS TO DEVELOP IN AREA 4, ADDITIONAL HYDROLOGIC r DEPTH OF ATLEAST 3 INCHES. ost�ut�s. WETLAND , LAND CREATION AREAS TO A DE � �• _ .�70 <OMFOsT oR 51 � SUPPORT 1v1t1Y BE PROVIDED FROM THE ADJACENT STORM DRAINAGE A?� CATCH BASIN + E'TALLERTHAN 4FT LN HEIGHT A5 5PiOVC='N ON �iF-I�r LEI. i'AILs. STAKE TREES 1 HE FEEDER PIPE WILL BE PERFORATED AND PLACED LEVEL ALONG THE UPPER (IrASTEPZ� ' • CONTRACTOR SHALL .WARRANT ALL PLANT MATERIALTO REMAIN ALIVE AND HEALTHY ' FINAL ACCEPTANCE OF PLANTING. FOR A PERIOD OF ONE YEAR AFTER COMPLETION AND . EDGE OP AREA 4. IT WOULD BE PLACED AT GROUND LEVEL AND COVERED WITH G%%VEL _ • • r, -� I T rI L • YDROLOG _ �UPPOfi - RE F MORI; I -I N AREAS R DEA A LIF. , , IF LAND CREATION O WET Q Tom. - � - THE CONTRACTOR SHALL REPLACE ALL IDFAI) C)R UNHEAL : H : LANTS PER PLANS AND STORM DRAINAGE SYSTEM WITHIN MILITARY ROAD CAN BE TAPPED A i THE CURB CATCr SPECIFICATIONS AS DIRECTED. 'I'I BASU� JUST SOUTH OF BUFFER AREA I (CB #44). THIS FLOW WILL BE P ARTLaLLY DIVERTEL • -^ WETLAND �^ + I II: (.;+ , �w'i RAC ;'t T� i'<'.> PROPERLY LOCATE THE BIOLOGIS. SHALL DT. ., = -;-, ";. - . INTO A VEGETATED SWALE THAT WILL BE CONSTRUCTED f1:_ONG THE WEST EDGE 0- - „ ,..... _ ., , r,-; : , .j�. „ f . ; - -,- ,,- n • � I. t.: � ::., ..: : i ; ?3 �_, ; : }_E . � : 1, � :{ ._: L: , i. , � RL L'IRL�iLN r INS : AI.L.-ED PLANTS TS �V ITHTN c HE; WET .. 4) BUFFER R ENH.4\'CEMENT AREA I AND DISCHARGED INTO ARF.?. 5. UI' E ,, �_ s ,Yt:�. s_�,Rt_, r t .T.�7 F1: 5 EMADE.II�I`II-IEFiELD. • IF ARj!EA} 7 FTAILS, IT WILL BE REEyX•pCAVATLE{DrTO WITHIN 12 LNCHES OF THE GROUND WATE: OI A�-USE / IT-;7 Y:✓C. IF THE PROJECT REQUIRES SIGNIFICANT PLANT REPLACE,vLENT, OR IF I.1' FAILS TO MEET TN PERFORMANCE CRITERIA,, THEN ADDITIONAL MONITORING MAY BE IZLQLiRED BY 71-;; CrrY. IF THE PROJECT FAILS TO MEET THESE GOALS, 1. COINIPLE T L RE -DESIGN MAY r 1�,Et�UIRED. Landscape Schedule BUILT Botanic Name AO T(TI�SSymbol Quantify Common Name 93 4 4 Size / Condition / Remarks O lov 21 Pseudotsuga menziesii 6-8', full and bushy to base Doug/as Fir B&B ' 26 Pseudotsuga menziesii 2 gallon pots, full and bushy Doug/as Fir �i $8- 7FI Ts ga heterophylla 1 gaiilon pots, full and bushy estern Hemlock 1` -5a 34 Thuja plicata 2 gallon pots, full and bushy Red Cedar P3 4 11 Salix lucida orlasiandra 1 gallon pots, well rooted Pacific Wi//ow "P5" Indicates 5 plants per symbol 0 -33 8 Salix hookeriana 1 gallon pots, well rooted Piper's WRO w O+ 40 Salix scoulerana 1 gallon pots, well rooted Scouler's W/Z/o w 84 Cornus sericea I gallon pots, multi -stemmed "C3" Red --twig Dogwood indicates 3 plants per symbol -27� 71P Rubus spectabilis 1 gallon pots, well rooted "S5" Salmonberry indicates 5 plants per symbol -zq-4 20 Oemleria cerasiformis 1 gallon pots, well -rooted Osoberry A2+ :56 Sambucus racemosa 1 gallon pots, full Red Elderberry }, 1-75 Symphoricarpos albus 1 gallon pots, well branched Snowberry 94 Athyrium filix-femina 1 gallon pots, min. (8) healthy LadyFern fronds OCU 20 Lysichiton americanum 1 gallon pots, dense foliage Skunk Cab. )age Er-i c �o Eleocharispalustris 1 gallon pots, full Creeping Spike Rush C_:3� 0 Cyperus aristatus 1 gallon pots, full - Flat Sedge -2-22 I50 Carex obnupta 1 gallon pots, full - Slough Sedge 90 Carex sitchensis 1 gallon pots, full Silka sedge 60 Scirpus acutus 1 gallon pots, full Hardstem Bu/rush I32 Scirpus microcar us p 1 gallon ga o pots, full t' ~, Small-fr ' uit B l!/S ru h 155 Polystichum munitum 1 gallon pots, min. (8) healthy Sword Fern fronds Rosh. "0TKPf-^/ Ncr�ilel l GIlovi ao� , Il Sgeded/Sodded Area. -- Detention Pond 30% Agrostis alba palustris Seed at a rate of 8 lbs. per Creeping Bentgrass 1000 square feet - orAgrostis alba alba Red Top 30% Festuca rubra Creeping Red Fescue 30% Alopecurs pratensis Meadow Foxtal/ 10% Agrostis exarata Spike Bentgrass Biofiitration Swale: Sod swat e bottom with 3 wide strip of sod composed of a Rye/Fescue mix. Seed entire swale (including sodded area) with the following mix: 30% Agrostis alba palustris Seed at a rate of 8 lbs. per Creeping Bentgrass 1000 square feet orAgrostis alba alba Red Top 30% Festuca rubra Creeping Red Fescue 30% Aiopecurus pratensis Meadow Foxtail orAgrostis exarata Spike Bentgrass 10% Trifolium repens White or Alsike C/o ver t-- Storm Drain Area (Buffers 1I1 and IV) 60% Festuca rubra Seed at a rate of 8 lbs. per Red Fescue 1000 square feet 30% Agrostis stolonifera alba Creeping Bent Grass 10% Trifolium pratense Red Clover THE XISTING ND IS F I� T#= - � As WF1 L- NS A BUR LI C_ V.J05` OR OT-HF-R N5L✓ L TO RF_=MOva lot p W► T-H OL)T' ICI=6cU I R i N & - �e 14L, _ IZ gip. • til 1( I (� 9 4 } � � ` (�- 1� '7 �c'�4 ✓ • ram' • '-3�i ��'�� M tN.7W I C� Deciduous Tree Planting � tit PAN E� N V� 2r2Y NHT or 7A01V` '� fnN a 1-0F1 OF Tl?Y•vA�'J ill; ��{ � y/�1!= W(NC7 - .`Lf, gc,��c l�1Vl,C'ra Evergreen Tree P-lanting V ILI i ' v ✓ s b� Shrub Plantin r, a 'v GtIIrk' o,�l l r U/ r , _=.j l (• a.c-yam.. ._.._._ � fS� f�j,',.y • •� �;�'i: I f- f 2 j v Planting Collar I I` tF` yt ,•, f -. z, ;1 fi= � .err �; > _.�•; , , y-; ``t FEDERAL WAY, WASHINGTON Wet1dildU: WelimIdn De 4 n Group Inc. P.S. j x ae! F,ngg� �� x ' ��:�� 9, Section 33, Township 22 North, Range 4 East, W.M. SE NW s _ oar 4b"' True Point of Beginning 8 Tract C SW 4 NE 4 .0 Tract E Tract 6. (,)f the Unrecorded Pict of Recondo He'l'-ht's qp -06 S *23'41"W 1036.71 '23AI "E 24.05' 83,55' -7L- 1321.60' Subdivision ar Tract D ,41 6e-7S 0 � t 5 136360 �Y . v.rrrrr Vill ' I I LL;VCLUrMt:Nl DEPARTMENT J U N 2 1 1995 I Ll n_ 1 lot TDE FILL \ Sj, 2lcCO # G11 L.L. ---- A I 4d PNP ,v Tt�E FILL 2 VIL 14c','0:k C- F f U- _ 3S� z' P +30•0 Nz \ -2 • A In V r vF- FILL V� 1 i 4-7 00 f G LL_ _fit ff 3 ivy q o' INb - TOE FILL FI LPL 3 20D # M ---- - 159'0 _ — ---- — o - �- ;AD VET. .O 49C N. Soo it C- { F i LL. � 40 too80 l oo o I.4 �0 0 2 3 Q 444,01 c? � s g5o0:r cY Fl u- Ilya 44L b PAD Tce FILL • � i Tf 0 o v 20 q� v w i r�o IZo 146 60 ADO t 2,o 140 JOT 55 39v RDx- FILL- QvAKl i l TI E5 .' NNW- 1 .�(. PROFILES SCALE: HORIZ.: 1" = 20' VERT.: 1" = 10' PROFIL.FS AZF SH0NtJ �T GG►JTElp- Of= LOT- Aft u Z NNW T co W 00 w0) Z. V z� 4-; W Y cy) O W � 0 O Lr) V � °° W <0 rn� SCALP" P I OF I`12 " WISHED, RpUNC�t�D D��•1N�ocIc wwAp NU- - slDes wI TH FILTER FPBRtG Lo" PERF, P t PE- ��s oR P\IC S©R 3S (. ALL Y-IEW Fl LL sl- kI LL 8E PLACC--D L) -ZER TKE D1 Rlr--GTIoti1 DF TIE- ON- sIT-r-- GEOTE�H tgtcP\t_ �N �iN EEfZ. ALL FILL METER I p�L, SH NLL /�PPRo\4 E D . LT_ S-i P-, L1, BE 5F-N (--H F-D INTO !F SLOP(= P�t-4D It-3 LI F-F3 N(DT C GC-� 14\1C' l2'. CoN� P AC�i cots SH I� LC_ FJE MIN . 9 C9 % S71D. PROC310R. 2 . Au- rN Ew FILL SI...O PtzS e5H NL.L_ t`1.o-r GRF� DE . 3. Pf;->,j0R Tb,N FILL PLAGEMEI,JT, F�Lj- L.DOSF_ SLOP- MATERIAL. Muhl' 5& REIA E-0, �t L D�$RIS, -r-bpsolL.) oRGltvslc 1`nAT��Rt►�L, t✓TG. NAU3T ICE SiRI PPE Q PROD Td-tE. FILL_ ;ARE R, -. 4. UPON C-O%PI--ETI0N OP GRADING , IH•E SLOPE SHALL 1MME-P1PcTEL`/ Hy p►:�o S FAD E.D OR SEEDcD 'ht ITH NFU LCA-•{ TO THE- SkVn S'FR cTto ter OF S. THE G1 Tl I NjSPGCGTaR �-IH ALL. ' -;1 trio 11=I &D ) AtN. 24 HRs PRIOR To C© NsTRU c,Tt ot..i. �gCl<F-I t,L *` NOTE •. DEPT}-I o, = TRENC>-I Nh1D rJRAINR� � `� Val t 1-l_ 6E p�TE�Zi�nt►..�I�D t3Y Z4 MIN. GEc�TrG�-t. E,N6►�• ot�- Sty pVRtt�tG TRE�tct-t �G�Vl�,T'loN gonoM o f TREND{ SNr L FSF I II N . Lp" INTTO N/tTI\tff— aoll . L-o CAT10 1,,4 OF ! t�ITP.-CSC DR �R ,NCI-V AS SHowr j ot� PLAP J , (>UT MA-4 <3E fP7St�ST 0T,-fit• F�h1GR. Eh1- StTr-- pu R � t..t G I N STPrLLPtT) c N I �1TER Cam ' i c�� T tv CH DR Ai l-1 1`1�0 'E�or-NL-F— TRPSCX- ELT FE, C,F 4 H #S Film �. 390.4 90 Cam„ sw� - e �q 10 RECEIVED BY fa M�'Y# nmir-, 11)llc:NlTnrpARTMFNT its MWAGAW) 40 Cftk c AL At 1(p•+ � �°�T(01 too, �Y� � JAEGER ENGINEERING 9419 S. 204 Pl. Kent, Wa. 98031 (206) 850-0934 REVISIONS BY Cp v � v�OD v D ,^1 V O > cc 0, LO V W r+ ('�� 1L Date Scale (I'=, Drawn`) Job Sheet ------ 1 l Of Sheets WETLAND F � EDGE OF EXISTING DENSE FOREST q BOLLARDS l INFORMATIO WETLAND #7 INFORMATIONAL SIGN TRAIL SYSTEM DENSELY FORESTED AREA, NO ADDITIONAL HABITAT FEATURES ARE PROPOSED. BIRD AND BAT HOUSE ARE TO BE INSTALLED AT THE TYPE AND QUANTITIES SPECIFIED. s� Vertical Snag S-T Stump Large Woody Debris MQ Medium Woody Debris Small Woody Debris Trail Surface .Area. Calculations: Trail Length x Trail Width = Area of Trail 2,220 feet x 6 feet = 13,320 square feet of trail Bird. and Bat Box Calculations: 5 Bird Houses per Acre 5 x 8 acres = 40 Bird Houses 1 Bat Box per Acre 1 x 8 acres = 8 Bat Box Woodv Debris and Snat4 Calculations: 1 Large Woody Debris (LWD) per 6,000 sf 3 Medium Woody Debris (MWD) per 6,000 sf 7 Small Woody Debris (SWD) per 6,000 sf 1 Vertical Snag/Stump per 6,000 sf EXISTING SNAG / ,I'/.00 �5 WETL' ND #5'/ O L I X EXISTING STUMP �f. ��-. • 'r !' "`•,+ WETLAND "D.E.A.-A" XISTING WESTERN RED CEDAR jn Mhp • EXISTING SNAGS EXISTING BIG -LEAF MAPLE INFORMATIONAL SIGN - BOLLARDS EXISTING STUMP EXISTING DOUGLAS FIR SITE PL,A�1 Nature Trail Plan and Wildlife Habitat Features I0 'll3 (98-1-2890-000-00-S EXISTING WOODY DEBRIS EDGE OF EXISTING DENSE FOREST DENSELY FORESTED AREA, NO ADDITIONAL r HABITAT FEATURES ARE PROPOSED. BIRD AND BAT HOUSE ARE TO BE INSTALLED AT THE TYPE AND QUANTITIES SPECIFIED. EXISTING SNAGS �DY DEBRIS WETLAND 49100" ._.�--•-''"•� ° ``1 ~ , �� - _ , -�� INFORMATIONAL SIGN" BRIDGE • .. ~• � ' . . f• DENSELY FORESTED AREA, NO ADDITIONAL HABITAT FEATURES ARE PROPOSED. BIRD AND BAT HOUSE ARE TO BE INSTALLED AT THE TYPE AND QUANTITIES SPECIFIED. 1 f INFORMATIONAL. SIGN EDGE OF EXISTING DENSE FORES`+ ---� r f r' WETLAND "C" NORTH .SCALE: ig ga NO DATE BY REVISION J z VW . N _M h '" �• "'Y�•M C�i1 (n M 7:1 h v � 1 3 v o Z z• f""'� - 0 N 00 \/00 M r�r ti 0 U 00 I Q O V1 c O W00o N 0 NO 5 z Q In � � w . U a, U H o U Q Q II C) 4 ■ i YiTrFEF r 12002 , Typical Not to Scale Construction Notes Cavity Trees/Snags • Large coniferous logs (unless otherwise approved) wil cavities drilled in them to the specification of the Wetland Biologist, or large existing coniferous cavitytrees in a hard or medium mm decay class; • Greater than 20' tall after installation, with as many lateral branches retained as is feasible; • At least 20" in diameter at breast height (dbh); • In a hard or medium decay class; • With above ground ends rough, mashed or ripped; and, • Obtained in a lawful manner. Stumps Large coniferous stumps, preferably western red cedar (unless otherwise approved); • Less than 9' in height after intstallation • Greater than 28" in dbh; • hi a medium or soft decay class; • Placed in a marmer which would reflect naturally occurring processes; • With ends rough cut, mashed or ripped; and, • Obtained in a lawful manner. Quantity to be installed: (4) Snags (1) Stump Typical Not to Scale Materials List Top and Bottom 2 24"x24" '''A" to 3/8" CDX plywood Sides 4 1"x4" boards 22-1/2" long Foam Floatation 1 21"x2l"0" polystyrene foam Spacers Assorted 21" strips of scrap wood /," to 1" thick Anchor 1 8"x8"x8" concrete block 1 length of anchor rope three to four times maximum depth I Screw Eye (1/4"x 1-1/2") Miscellaneous 8 1-5/8" self tapping galvanized screws 28 1-1/4" self tapping galvanized screws Typical Not to Scale Typical Quantity to be installed: (4) LWD (16) MWD (35) SWD Construction Notes I . Overlap the boards as shown on the detail drawing 2. Secure the boards by driving two (2) 1-5/8" galvanized self - tapping screws from one board into the end grain of another. 3. Place plywood on top of the box created in Step 2. Make certain that the sides are square to the plywood and that the small overhang is distributed equally. 4. Secure the plywood to the sides with 1-1/4" galvanized self - tapping screww every six (6) inches. 5. Turn box upside down 6. Lay a 2l"x21"0' polystyrene foam inside the box. 7. If you find that the foam is too large to fit neatly inside the box trim so that edges do not crumble. 8. Make certain that the foam does not fill the box to the very top. There should be an air gap between the top of the foam and the underside of the top. The air gap prevents the plywood from rotting. Place spacers on top of the foam. Ensure that the spacers will hold the foam firmly against the bottom of the box. 9. Secure the top with 1-1/4" galvanized self -tapping screws spaced every six (6) inches. 10. Pre -drill a pilot hole through the bottom into on of the sides. 11. Screw the eye (approx. shaft diameter: ''A", length 1-1/2") into the hole. 12. Prepare 8"x8"A" concrete block as an anchor 13. Attach length of rope from eye on platform to concrete block. Select a length of rope that is three to four times the maximum depth of the water. (DO NOT USE FLOATING POLYPROPYLENE ROPE OR A LOOSE WEAVE NYLON ROPE. WATERBIRDS MAY MISTAKE IT FOR FOOD AND GET THEIR BEAKS ENTANGLED IN THE ROPE.) Construction Notes 1. Proper Building Materials: Wood should be either cedar, pine or plywood and should be %" to'/d'. Do not use plastics, metal, pressure - treated wood, or wood treated with stains, lead based paints or creosote. Hardware should be zinc coated, galvanized, aluminum or other weather -resistant material. 2. Proper Ventilation and Drainage: There should be good ventilation either by '/2 inch holes drilled near the top of the sides or through a slit or crack at the top of the sides in order for air circulation. The roof of the bird house should overhang the entrance hole by 1 to 2 inches. There should be %2 inch holes in the floor near the sides of the bird house to allow for water drainage. 3. Right Dimensions: Different species require different house sizes and entry hole sizes. See chart for dimensions for each species specified. Not to Scale Construction Notes Down Logs • Coniferous logs, preferably western red cedar (unless otherwise approved); • At a ratio of 2:3:5 small: medium: large (unless otherwise approved); • Small size class at least 8"-16" dbh and 9'-18' long; • Medium size class at least 16"-28" dbh and 9' 18' long; • Large size class greater than 28" dbh and greater thatn 18' long; • In a hard or medium decay class; • With ends rough cut, mashed or ripped; and, • Obtained in a lawful manner. Zef'45'4ea F_.C'0I r. o a •-`"" •" • �Q +� `(: `fie •J•`• wV ." • a SST,•-ic>: ex�L,e,,r�,>L. Typical Not to Scale Construction Notes Minimum Width of Trail: 6 feet Area of Trail Surface: 13,320 square feet Most areas of the trail are currently compacted crushed rock surfaces. In areas that are not currently crushed rock, grade and compact trail surface prior to placement of 2" of crushed rock. B L_.F T ETAIL Typical Not to Scale Materials List • h sheet (4'x4') CDX plywood cut to: (4) 14"x9", (1) 10"&% (1) 24"x 10", (1) 12"x 10", (2) 20-1/2"x10"x14-1/2" • 51 1-1/4" self -tapping galvanized screws • 3" lag bolts Quantity to be installed: (8) Construction Notes Intall nesting platform 50-70 feet high in a suitable diameter tree to be determined in the field at time of installation. Quantity to be installed: (1) Bird Species Entrance Hole Entrance Hole Height Floor Dimensions Total Height of Height above Quantity Diameter Above Floor (Box Interior) Box Ground/VVater to be (inches) (inches) (inches) (inches) (feet) Installed Pideated Woodpecker 3x4 12-20 8x8 16-24 15-25 2 Black Capped Chickadee 1-1 112 6-7 4x4 to 5x5 9-12 6-15 10 House !inch 1-2 5-7 4x4 to 5x5 9-12 8-12 10 White -breasted Nuthatch 1-1 1/2 6-7 4x4 to 5x5 9-12 12-20 4 Tree Sucrllo,rs 1 '/.-1 1/2 6-7 4x4 to 5x5 9-12 10.15 10 Downy Woodpecker 1 'h-1 1/2 8-12 3x3 to 4x4 10-14 6-20 2 Northern Flicker 2-3 10-20 6x6 to 8x8 14-24 6-20 4 I 4' T -- Materials List (1) 6"x4"x4' pine board (1) 24"x24"0/4" piece of CDX plywood (4) 2"x4"x22" pieces of pine board (1) 2"x4"x26" piece of pine board (19) 1-1/4" self tapping galvanized screws (4) 3" lag bolts i i5c-I Sign Notes Typical Not to Scale Construction Notes • Bollards measure 8"x8"x 5' • Space bollards 18" apart with the outside bollards placed 6" from the edge of the crushed rock trail • Set bollards a minimum of 12" into ground • Bollards should be set in concrete. SIGN DETAIL Typical Not to Scale Luormation displayed on signs will be specific to the area being viewed. rni6rmation to include: description of habitat, bird or small mammal species c...._'pected with pictures and plant materials. tlitantity to be installed: (9) SET t� gods Natu � all Construction Notes Dimensions Signs: 18"x24" CDX plywood faced with ''/d' sheet of plexiglass, placed a minimum of 3' above grade. Signs mounted on post at a 45 degree angle. Posts: 4"x4"x4' cedar or pressure treated wood, set a minimum of 12" in to the ground. Post to be set in concrete. Tops of post to be cut at 45 degree angle for sign mounting. Informational signs are site specific. Text will discuss the plants, animals and environmental conditions of each area that is being seen. Signs that face the pond will have descripitons of plants and animals that may be seen in the area. Signs that face mitigation or restoration areas will discuss the habitat that is was created and the purpose of the mitigation. Signs that face wetland and habitats off -site will discuss the type and function of the wetland system in relation to the Federal Way area. NO DATE 133y REVISION J Z ll m�an Vn N d' U �.•rr•.� ��^+•.�+}1 tit `✓ N 0 w N $5 � rn CCU iw VJ �s a cc Z WZ. 4.3 v Mr•••j a N C> M U) 4 v y„� I `�fy � o Vl c 0C 0 N C5 Mewl rn pr r-^~ i 00 j j rn V a, Aft i � v .o Q, H .-: . U U O .N. rn W x a Q Q CC3 r � m FEB12092 t ZAN Informational Trail System and Wildlife Habitat Features 1.0 Project Description: The applicant proposes to construct an interpretive nature trail on the Heritage Woods plat. Construction of a trail surface, consisting of crushed rock, as well as bird and bat houses, duck rests, woody debris installation and informational signs are proposed. 2.0 Project Location The pooperty is located at west of Military Road and south of South 284th Street in Federal Way, Washington. 3.0 Responsible Parties Property Owners Schneider Homes, Inc. Attn: Dennis Alfredson 6510 Southcenter Blvd., Suite #1 Tukwila, Washington 981.88 (206) 248-2471 Environmental Consultant Jeffery S. Jones Ceritified Professional Wetland Scientist J. S. Jones and Associates, Inc. 3408 52nd Place Northeast Tacoma, Washington 98422 (253) 942-7131 4.0 Standards All work and materials shall conform to City of Federal Way standards and specifications, and to the specifications and details shown on these plans. 5.0 City of Federal Way Contact Certain actions within this mitigation/restoration plan require inspection or approval by City of Federal Way staff. Requests for inspection/approval shall be coordinated through Jim Harris, City of Federal Way Senior Planner (253) 661-4000. 6.0 Large Woody Debris (LWD) Specifications Woody debris habitat structures shall be installed in accordance with approved plans. If chains or cables are required to anchor LWD, they should be installed such that the present no visual or safety hazard. 6.1 Condition and Species of Woody Debris: Western red cedar is the preferred species. Plans which specify the use of LWD shall include at least 50% western red cedar. By order of preference, the remainder shall include combinations of either Douglas fir, western hemlock, black cottonwood, or big -leaf maple, as appropriate to habitat type being created or restored. other species may be used only if approved by King County DDES Senior Ecologist. A minimum ratio of 7:1 coniferous: deciduous species should be used. 6.2 Density of Woody Debris in Relation to Mitigation Performance Standards: The density of woody debris specified for installation on this project shall be based on mitigation performance standards included in "Reference Standards and Performance Standards for the Establishment of Depression Flow -Through Wetlands in the Puget Lowlands of Western Washington" by A.L. Azous, M. Bowles, and K.O. Richter, January 16, 1998, King County Department of Development and Environmental Services. [Assumption: Wood densities, volumes, and sizes recommended may be normalized for the size of mitigation and buffer enhancement areas, then halved for recruitment of native -woody debris, and woody debris generated from existing and installed plant materials in the future based on site specific conditions. ] 6.3 Timing of Installation of Woody Debris: Woody debris installation will occur as designated in the Construction Sequence for the mitigation project, only during the dry time of the year (May 31-October 1), prior to the onset of seasonal rains. File No.: SUB98-0003 (98-1-2890-000-00-SU) 6.4 Source of Woody Debris: Woody debris may be selected from areas being legally cleared elsewhere on the property, under direction of the' Wetland Biologist and/or King County DDES Senior Ecologist. Otherwise it shall be obtained from an off -site source in a lawful manner. All woody debris from any source shall be selected by the Wetland Biologist. 6.5 Woody Debris - Cavity Trees/Snags: Cavity trees will be: *Large coniferous logs (unless otherwise approved) with cavities drilled in them to the specification of the Wetland Biologist, or large existing coniferous cavity trees in a hard or medium decay class; *Greater than 20' tall after installation, with as many lateral branches :retained as is feasible; *At least 20"in diameter at breast height (dbh); *In a hard or medium decay class; *With. above ground ends rough cut, mashed or ripped; and, *Obtained in a lawful manner. 6.6 Woody Debris - Doyen logs: Down logs will be: *Coniferous logs, preferably western red cedar (unless otherwise approved); *At a ratio of 2:3:5 small: medium: large (unless otherwise approved) * Small size class at least 8 % 16" dbh and 9'-18' long *Medium size class at least 16"-28" dbh and 9'-18' long *Large size class greater than 28" dbh and greater than 18' long; *In a hard or medium decay class; *With ends rough cut, mashed or ripped; and, *Obtained in a lawful manner. 6.7 Woody Debris - Stumps: Stumps will be: *Large coniferous stumps, preferably western red cedar (unless oth,�lwise approved); *Less than 9' in height after installation; *Greater than 28" in dbh; *In a medium or soft decay class; *Placed in a manner which would reflect naturally occuring processes; *With ends rough cut, mashed or ripped; and, *Obtained in a lawful manner. 7.0 Bird Boxes Bird boxes as well as two (2) duck rests and one (1) Great Honied Owl platform will be randomly installed throughout the area. The number of hour and species type to be installed are as follows: (2) Pileated Woodpecker, 0) Black Capped Chickadee, (10) House Finch, (4) White -breasted Nuthatch, J) Tree Swallows, (2) Downy Woodpecker and (4) Northern Flicker. 8.0 Bat Boxes Bat boxes will be randomly located throughout the area at the quantities specified in the following formula: (1) box per acre (8 acres) = 8 Bat Boxes. 9.0 Informational Signs Seven informational signs will be placed at locations specified on Page 1 of v s plan. Sign locations were selected for there significance in the overall environmental characteristics of the ecosystem. Each sign will be specific to i. Location.. Signs will. describe habitat features, plants, manuuals, birds and its importance to the surrounding ecosystem. 10.0 Trail Surface Trail surface will be 2 inches of crushed rock. Most of the trail surface is located on previously constructed access roads. These portions of the trail , not have additional crushed rock added. The portions of the trail that are no currently crushed rock will be graded and compacted prior to placement of crushed rock. NO DATE BY REVISION c� Z .. U) 7� r---� w cU � a N M U) s a U N 00 1 O N own* 1 a W Z 00 0 W o 00 U U `� Q o a� w U a1 ce3 � ° W . 1 62 6 6 `1 TRACT J 63 64 66 65 TRA C H l _ WETLAND F* INVERT OF NEW C.B. TAP 407.25 J (0.25' BELOIN I.E. OF EXISTING OUTFACE PIPE) 600 80 CpEF� DPAI/f TWO 450 FITTINGS PLACE LEVEL ON SURFACE -'"' --•- _� ELEV. N 400 Q � m EXISTING WETLAND "D" TO BE RESTORED BY x �� INTRODUCTION OF STORM RUNOFF FROM SLOTTED PIPE EXCAVATE TO ELEVATION 371.7 WETLAND CREATION AREA .. SEE NOTES FOR RE -VEGETATION PLAN #7 v0� p� ASS -�� ._�---- _, 5 �° .SEE NOTE 7 — .._.----- ESTIMATED AT 820+/- SQ FT �, �'----. �? EXCAVATE TO ELEVATION 371.7 PER KUCINSKI CONSULTING SERVICES garllb . ... . �r �'-•---� N'--------' PLUG END (TYP) 12"0 CPEP CULVERT 388 � a 386 �\ 384 382 1 380 i+ll �g : ' ' 's,4... Z S .��•� ��•.�• -CT D .............. . . SEE •NOTE •7 NEW CREATED r . . 0 pRES pREO WETLAND 100 Tl��' AF p,AjE RE 2,640 S.F. (0.8 . . . . . . NEW CREATED WETLAND 200 ' . wRR0PNp 0. 1,260 S.F. �NE�. . . . . . . . . . . pR��pN " I TING OUTFALL LNG P ... .. .. FZE �p,��Np .. . . .... .. . PR PFO / ......... PONDACT c� INVERT OF NEW C.B. TAP 384.65 45' FITTING k•P • • • • REMOVE UP TO 10" HIGH RIDGE FROM 0.25' BELOW I.E. OF EXISTING OUTFALL PIP P``' �` THIS AREA TO FACILITATE FLOW OF WATER34, 309+ — SQ FT 6 CpEp �O OQ�Q� SEE NOTE 5 / /At PLACE PIPE ON SURFACE • • • • • • ELEV. N 382 ��`' JG�� `��' GOB G �� O �Q / 0 �o �O�.. . 0 o / -� 0 I ; ..PFO....... o m I I WETLAND CREATION AREA #8 7908+/- SQ FT / EXCAVATE HIGH GROUND/ .... TO ENHANCE AREA 4 SEE NOTES .'.'.' / ' ' ' ' ' ANTICIPATED SLO AT EDGE - 10:1 �FT�9 �PLUG`-Ehl-*Q O 240 �R �O\v 3X j q T�O/v Sq F RFq �� / o LOCATION of FAILED WETLAND CREATION AREA 1 NOTES: 1. *WETLAND AREA OF WETLAND "F" FLAGGED BY DAVID EVANS & ASSOCIATES APPEARS TO BE INTACT. 2. EXCAVA11ON OF NEW CREATED WETLANDS SHALL BE MADE ONLY UNDER DIRECT SUPERVISION OF K.C.S. - WETLAND SPECIALIST. 3. EXCAVATION & PLACEMENT OF SLOTTED DRAIN PIPE SHALL BE MADE ONLY UNDER DIRECT SUPERVISION OF K.C.S. - WETLAND SPECIALIST. 4. PLACEMENT OF NEW CULVERT SHALL BE IN LINE WITH STAKES PLACED BY KCS - WETLAND SPECIALIST 5. EXCAVA11ON OF HIGH GROUND IN PREVIOUSLY CREATED WETLAND 4 SHALL BE MADE ONLY UNDER DIRECT SUPERVISION OF K.C.S. - WETLAND SPECIALIST. 6. REPAIR ANY DAMAGE OCCURRING TO ROAD IMMEDIATELY FOLLOWING CONSTRUCTION ACTIVITY. REMOVE BLACKBERRIES FROM EXISTING WETLAND "D". 7. REPLANT W/ SALMONBERRY IN 3-5 PLANT CLUMPS 0 7-FT O.C. PLANT WESTERN RED CEDAR ® 30-FT O.C. RED -OSIER DOGWOOD ® 20-FT. O.C. NOTE TO REVIEWER: EXISTING VEGETATION IN WETLAND D CONSISTS PREDOMINANTLY OF BLACKBERRIES,RED ALDER, AND SALMONBERRY. THE PROPOSED VEGETATION CLASS IS SCRUB -:SHRUB (PES) WITH SOME WESTERN RED CEDAR & RED ALDER TREES, PLUS DESIRABLE VOLUNTEER SPECIES SUCH AS WILLOW. 8. SLOPES RESUL71NG FROM EXCAVATION OF NEW WETLANDS SHALL BE SEEDED W/ EROSION CONTROL MIX. OTHER EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AS NECESSARY. 9. EXCAVAT'ON OF NEW WETLANDS WILL RESULT IN LOSS OF: LESS THAN 20 RED ALDER ONE COTTONWOOD - 14" dbh TWO ! kALOCK - 7" do 3" dbh 10. IN NEW CREATED WETLANDS AND ALSO IN PREVIOUSLY CREATED WETLAND 8, EXCAVATE SHALLOW MEANDERING DITCHES (6-8" DEEP) IN ORDER TO HELP ESTABLISH DIVERSE SPECIES OF WETLAND PLANTS.T4.r, 11. PLACE ONE DOWNED TREE TRUNK W ROOT BALL / IN NEW CREATED WETLAND 100. 12. PLANTING SHALL OCCUR IN LATE FALL -EARLY SPRING. IN THE EVENT THIS PLANTING WINDOW IS MISSED, PLACE SOIL MOISTURE SENSORS TO DETERMINE NEED FOR IRRIGATION. 13. IF IT IS FOUND THAT THE SOILS IN THE BOTTOM OF THE EXCAVATION FOR NEW WETLANDS ARE OF POOR QUALITY FOR PLANT GROWTH, THEN OVEREXCAVATE BY 12 INCHES AND IMPORT TOPSOIL AND FILL TO ELEVATION 371.7. 14. SLOTTED PIPE SHALL BE LAID ON THE SURFACE ANDMORON ANCHORED 0104T. C-C W/ STEEL CABLE CLAMPED TO 3"0 EAR fH (SCREW) ANCHORS. 15. PLANTING PLAN FOR NEW WETLANDS 100 & 200 IS SHOWN ON SHEET 2; TYPICAL FOR BOTH WETLANDS. 16. IN WETLAND #4, REPLACE BLACKBERRY PLANTS REMOVED WITH SALMONBERRY PLANTS. NOTE TO REVIEWER: EXISTING VEGETATION IN WETLAND 4 IS PREDOMINANTLY RED ALDER, SALMONBERRY, & HORSETAIL, WITH BLACKBERRY HAVING RECENTLY INVADED. RED CEDAR TREES AND SALMONBERRY ARE EXPECTED TO VOLUNTARILY COLONIZE. WETLAND 4 WILL CONTAIN SPECIES FROM ALL 3 STRATA IS EXPECTED BEBFORES DBUT E PFO DEVELOPINGWETLAND ( ) OF THE LASS PREVALENCE OF RED ALDER TREES. 17. NOTE TO REVIEWER: THE EXPECTED WATER REGIME (COWARDIN, ET AL, 1979) FOR THE WETLAND AREAS IS AS FOLLOWS: - WETLAND D: SEASONALLY FLOODED TO SATURATED - WETLAND 4: SATURATED - WETLANDS 100 & 200: SEASONALLY FLOODED IN LOWEST AREAS, TO SATURATED IN SCRUB -SHRUB AREAS. at an a y 11, 199 F ev sed: January 18 199 a se d: Jan ua y , N P I us A Y U I S I , MCINISKI C N U TI G S R ES C R Y: D L RE S N, P.E rNRq Wilson noun Rom GRAPHIC SCALE 30 0 15 30 60 120 ( IN FEET ) 1 inch = 30 ft. J MOVED t' DEVELOPMp � DEPAInr, RENT AN 2;5 1999 NO TE #4 NO TE #1 NO TE #2 - 2 TIMES - ROOTBALL DIA. TYPICAL CONTAINERIZED SHRUB OR GROUND COVER N.-T.S. NO TES.• 1. SOIL / ROOT MASS (ROOTBALL) SHOULD BE "BROKEN -UP" SLIGHTLY TO FREE CONSTRICTED ROOTS PRIOR. TO PLANTING. CONTAINER OR BURLAP SHOULD BE REMOVED UNLESS ROOT PENETRATION IS EXTREME. 2. REPLACEMENT SOILS SHOULD BE NA TI VE MATERIAL UNLESS THE NA TI VE SOIL LACKS ORGANIC MATERIAL. SOIL AUGMENTATION WITH 507. ORGANIC MATERIAL SHOULD BE ADDED TO MINERAL SOILS. DO NOT OVER COMPACT. J. EXCA VA TED AREA SHOULD BE APPROXIMATELY TWICE THE SIZE OF THE ROOT MASS OR THE CONTAINER. 4. PLANTS SHOULD BE PLACED IN AN UPRIGHT POSITION WITH THE ROOT COLLAR AT THE GROUND SURFACE. 5. FOR FACUL TA TI VE WET SHRUBS, SOIL SHOULD BE SA TURA TED AT TIME OF PLANTING, OR SUPPLEMENTAL IRRIGATION MAY BE REQUIRED. JOB TITLE Wetland Mitigation Plan Planting Plan - Details & Specifications NOTE #6 NOTE #4 NO TE #1 NOTE #2 NOTE #3 ROOTBALL DIA. TYPICAL DECIDUOUS/EVERGREEN TREE N. T. S. NO TES: 1. SOIL / ROOT MASS (ROOTBALL) SHOULD BE "BROKEN -UP" SLIGHTLY TO FREE CONSTRICTED ROOTS PRIOR TO PLANTING. CONTAINER OR BURLAP SHOULD BE REMOVED UNLESS ROOT PENETRATION IS EXTREME. 2. REPLACEMENT SOILS SHOULD BE NATIVE MATERIAL UNLESS THE NATIVE SOIL LACKS ORGANIC MATERIAL. SOIL AUGMENTATION WITH 509 ORGANIC MATERIAL SHOULD BE ADDED TO MINERAL SOILS. DO NOT OVER COMPACT J. EXCA VA TED AREA SHOLD BE APPROXIMATELY TWICE THE SIZE OF THE ROOT MASS OR THE CONTAINER. 4. PLANTS SHOULD BE PLACED IN AN UPRIGHT POSITION WITH THE ROOT COLLAR AT THE GROUND SURFACE. 5. FOR FACULTATIVE WET TREES, SOIL SHOULD BE SA TURA TED AT TIME OF PLANTING, OR SUPPLEMENTAL IRREGATION MAY BE REQUIRED. 6. TREE SHOULD BE HELD IN PLACE WITH THREE 2"x2" HEM -FIR OR CEDAR STAKES AND SECURED WITH #14 GAUGE STEEL WIRE. VINYL COLLAR OR MATERIAL OF EQUAL PROTECTION MUST BE USED AT THE WIRE'S CONTACT WI TH THE TREE, COLLAR SHOULD BE PLACED A T APPROXIMA TEL Y %2 OF TREE'S HEI GH T. GvG 74 gi✓,Ds L01J �0 a7_�y 7- lam 5S scou�,�l� �Vf�ow SG A�V yZe�o HERITAGE WOODS ... .' . w ,f' F IrXlqTING OUTFACE PLANTING NOTES 1. ALL PLANTS SHALL BE NATIVE TO THE PUGET SOUND REGION AND BE OBTAINED AS NURSERY STOCK. HEALTHY STOCK OBTAINED FROM SITE SALVAGE IS ALSO ACCEPTABLE. ALL STOCK SHALL HAVE BEEN GROWN IN ITS DELIVERY CONTAINER FOR NOT LESS THAN SIX MONTHS BUT NOT MORE THAN TWO YEARS. ALL PLANTS SHALL BE HEALTHY AND FREE OF DEFECTS, INFESTATION, OR DESEASE. STOCK SHALL NOT EXHIBIT ROOTBOUND CONDITIONS. UNDER NO CIRCUMSTANCES SHALL CONTAINER STOCK BE HANDLED BY THEIR TRUNKS; STEMS OR TOPS. 2. THE ONSI TE BIOLOGIST SHALL INSPECT PLANT MATERIALS, PLANTING SITES AND STAKING PRIOR TO INSTALLATION TO ASSURE THE APPROPRIATE PLANT SCHEDULE AND PLANT CHARACTERISTICS ARE MET. 3. ALL SOIL AMENDMENT SHALL BE ALDER SAWDUST FORTIFIED WITH ORGANIC NITROGEN OR "STEERCO" (OR AN EQUAL COMMERCIAL SOIL AMENDMENT APPROVED BY THE ONSITE BIOLOGIST IN ADVANCE.) 4. ALL PLANTS SHALL RECEIVE AN ADEQUATE SUPPLY OF WATER. FOR FACUL TA TI VE WET PLANTS, SOIL SHOULD BE SA TURA TED AT TIME OF PLANTING, OR SUPPLEMENTAL IRRIGATION MAY BE REQUIRED 5. THE PLANTING CONTRACTOR SHALL WARRANT THAT ALL PLANTS WILL REMAIN ALIVE AND HEALTHY FOR A PERIOD OF ONE YEAR FOLLOWING COMPLETION OF PLANTING ACTIVITIES. THE PLANTING CONTRACTOR SHALL REPLACE ALL DEAD AND UNHEALTHY PLANTS FOUND NOT TO MEET THIS WARRANTY WITH PLANTS OF THE SAME SPECIFICATION. ANY PRUNING, FERTILIZING AND MECHANICAL MAINTENANCE MUST BE APPROVED BY THE ONSI TE BIOLOGIST 6. ALL EXPOSED SURFACES WITHIN ME PLANTING AREA SHALL BE SEEDED WITH THE INTENSIFIED SEED MIXTURE OF GRASSES. 7. PLANT LOCATIONS ARE APPROXIMATE AND MAY NEED ADJUSTMENT ACCORDING TO FIELD CONDITIONS. 8. SUBSTITUTIONS OF ANY PLANT MATERIALS OR CHANGES IN THE LAND- SCAPE PLAN MUST BE APPROVED BY THE PROJECT BIOLOGIST. 9. PLACE (2) VERTICAL L. W.D. 'S IN CREATION AREA 10. PLACE (3) HORIZONTAL L.W.D'S IN CREATION AREA. MINMUM 20 INCHES DIAMETER AT TOP r `- MINIMUM 10 FOOT DIAMETER - TYPICAL DETAIL VERTICAL LARGE WOODY DEBRIS (LWD) PLACEMENT IN WETLAND & BUFFER AREAS N. T. S. D BOTANICAL NAME SIZE SPACING SCIENTIFIC NAME D F DOUGLAS FIR 6'-8' 12'-20' 0. C. PSEUDOTSUGA MENZIESLI WR C WESTERN RED CEDAR 6'-8' 12'-20' 0. C. THUJA PLICA TA ft WESTER HEMLOCK 6'-8' 12'-20' 0. C. TSUGA HETEROPHYLIA S S SI TKA SPRUCE 6'-8' 12'-20' 0. C. PICEA SI TCHENSIS B LM BIG LEAF MAPLE 6'-8' 10'-15' 0. C. ACER MA CRPH YLL UM O'� OREGON ASH 6'-8' 10'-15' D. C. FRAXINU.S LA TIFOLIA WP B WESTERN PAPER BIRCH 6'-8' 10'-15, 0. C. BETULA PAPYRIERA B C BITTER CHERRY 4'-6' 10'-15' 0. C. PRUNUS EMARGENTA WC WESTERN CRABAPPLE 4'-6' 10'-15' D. C. PYRUS FUSCA B i-i BLACK HAWTHORONE 4'-6' 10'-15' 0. C. CRA TAEGUS DOUGLASII P W PACIFIC WILLOW 4'-6' 10'-15' 0. C. SALIX LASIANDRA S W ISITKA WILLOW 2 GAL. 10'-15' O. C. SALIX SI TCHENSIS S C W ISCOULER WILLOW 2 GAL. 10'-15' 0, C. SALIX SCOULERIANA ROD RED -OSIER DOGWOOD 2 GAL. 1'- 6, 0. C. CORNUS S TOL ONIFERA S SALMONBERR Y 2 GAL. 3'-6' 0. C. RUBUS SPECTABILLIS N R NOO TKA ROSE 2 GAL. 3'-6' 0. C. ROSA NU7KANA WR WILD ROSE 2 GAL. 3'-6' 0. C. ROSA GYMNACARPA P N PACIFIC NINEBARK 2 GAL. 3'-6' 0. C. PHYSOCARPUS CAPITA TUS V M VINE MAPLE 2 GAL. 6'-10' 0. C. ACER CIRCINA TUM SL SHAAL 1 GAL. 2'-4' 0. C. GAULTHERIA SHALLON OC' OREGON GRAPE 1 GAL. 2'-4' 0. C. BARBERIS NERVOSA SN O SNOWBERRY 1 GAL. 2'-4' 0. C. SYMPHORICARPOS ALBUS TWN BLACK TWINBERRY 1 GAL, 1'- 6, 0. C. L ONI CERA INCOL UCRA TA R E PACIFIC RED EL DERBERR Y 2 GAL. 6'-10' 0. C. SAMBUCUS RRACEMOSA C' GOOSEBERR Y 2 GAL. 3'-6' 0. C. RIBES DI VARICA TUM FC FLOWERING CURRENT 2 GAL. 3'-6' 0. C. RIBES SANGUINEUM H Z HAZELNUT 2 GAL. 3'-6' 0. C. CORYLUS CORNUTA TH THIMBLEBERR Y 2 GAL. 3'-6' 0. C. RUBUS PARVILLORUS O S OCEANSPRA Y 2 GAL. 3'- 6, O. C. HOL ODUSCUS DISCOLOR NA TI VE RHODODENDRON 2 GAL. 6'-10' 0. C. MENZIESIA FERRUGINEA S F SWORD FERN 1 GAL. 3'-6' O. C. POL YSTICHUM MUNI TUM WETLAND AREA GRASS SEED MIXTURE 4V q;e1W COMMON NAME SCIENTIFIC NAME PERCENT BY WEIGHT CREEPING RED FESCUE FESTUCA RUBRA 109 RED TOP AGROSTIS ALBA 45Iv. WA TER FOX TAIL ALOPECURUS GENICULA TUS 45Z (APPLY AT THE RA TE OF 120 POUNDS PER ACRE) UPLAND BUFFER AREA GRASS SEED MIXTURE COMMON NAME SCIENTIFIC NAME PERCENT BY WEIGHT COLONIAL BEN TGRASS AGROSTIS TENUIS 157. TALL FESCUE FESTUCA ARUNDINACEA 407 PERENNIAL RYEGRASS LOLIUM PERENNE 301 CREEPING RED FESCUE FESTUCA RUBRA 15Z (APPL Y A T THE RA TE OF 120 POUNDS PER ACRE) I-- MINMUM 20 FOOT LENGHT (MAY USE ENTIRE TREE) w MINMUM 20 INCHES DIAMETER ~ AT 10 FOOT ABOVE ROOT COLLAR /I Q ' o `l V `NPICAL DETAIL, VERTICAL LARGE WOODY DEBRIS (LWD) PLACEMENT IN WETLAND & BUFFER AREAS N. T.S. • Project planning • Environment Analysis • Wetland Delineation K C S • Permits - GARY KUCINSKI 85 RAFT ISLAND (253) 474-9449 GIG HARBOR, WA. 98395 (253) 265-2814 DATE SCALE DRAWN R.L.J. CHECKED G.S.K. JOB SHEET 2 OF 2 SHEETS G \ L-ASIN Mitigation Area: del Moral Designed Kucinski- i : Designed. As built as of Dec: 2000 Success/Failure' Reasons. ': Recommendations el Area # 1 I 2,700 sf 0 abandoned not suitable for construction Area #4 T 1 sf 0 complete failure redesign and install 5,000 sf Area #5 3,000 sf 6,210 sf planted, soils ok, hydrology source questionable improve hydrology, thin red alder, install wetland vegetation Area 47 1,475 sf 95 sf success leave in current condition Area #8 4,375 sf 7,908 sf success thin cottonwood, supplemental i planting, improve and clean ditching Area D.E.A.-A 3,525 sf 2,744 sf success leave in current condition Wetland i00 3,820 sf 3,820 sf success supplemental planting 1 Vl'Q1 LCJt�ticu tit ca. �� i Total As Built (Dec. 2000): 20,777 sf Total Weiland Impact to be Mitigated: 22,825 sf Total Wetland Shortage: 21048 sf Enbancement Area -del Moral ' `Kucinski - As built as of', Success/Failure,; Recommendations Designed .Designed Dec.2000 Reasons Area I 2,610 sf 2,160 sf partial success thin red alder, supplemental I planting, remove invasive vegetation Area II 2,300 sf 2,300 sf failure supplemental planting Area 1II 11,800 si 11,800 sf partial success remove invasive vegetation, thin red alder, supplemental planting Area IV 9,900 sf 6,280 st partial success thin red alder, supplemental planting Area V i,100 sf 0 sf no evidence of installation supplemental planting Detention Pond 23,600 sf 12,400 sf success remove invasive vegetation Buffer Wetland 100 6,034 sf 6,034 sf success supplemental planting, remove invasive vegetation Slope Buffer 27,570 sf 27,570 sf success replace dead plants in -kind, remove invasive vegetation totatuestgnu,-"cu. o•+,•r—Jt Total As Built (Dec. 2000): 68,544 sf Mitigation and Enhancement Areas taken from Tables 1 and 2 (pg. 2 & 3) of the Final Wetland Creation and Buffer Enhancement Plan: Heritage Woods prepared by del Moral & Associates (October,1995) Tw r /® r Wetland Mitigation and Enhancement Areas as Designed by del Moral & Associates 111 f / . r�� r C- \ DESTGNED BY: Client: SCHNEIDER HOMES, INC. 5223 201st Place Southwest Lvnnwood, Washington 9,9036 (425) 828-9826 - DRAWN BY: L. Erickson CHECKED BY: Project: HERITAGE WOODS Fall 2000 Monlntoring City of Federal Way File No.: AAI Task 20024-79C Jeff Jones APPROVED BY: DATE: 12/15/00 Consultant: J. S.JONES AND ASSOCIATES, INC. 7 Environmental Consultants Wetlands, Streams, and Wildlife 3408 52nd Place N.E., Tacoma, Washington (253) 942-7131 Fax (253) 942-7132 COMMUN11 Y f} 7j-r 0 p ch r n {, Dr _PAR MDi- C�� i�....---try.-T• : �� s�� A'g_e�,4 I CA<-t, j-'-ttt--i : Z-,(-Iv 5j� Mifigatton Area del Moral Designed Tiucinski 'Designed; As built as of 'Dec. 2000 Sueeess/Failure Reasons _ Recommendations _ Area # 1 2,700 sf 0 abandoned not suitable for construction Area #4 7,750 sf 0 complete failure redesign and install 5,000 sf Area #5 3,000 sf 6,210 sf planted, soils ok, hydrology source questionable improve hydrology, thin red alder, install wetland vegetation Area #7 1,475 sf 95 sf success leave in current condition Area #8 4,375 sf 7,908 sf success thin cottonwood, supplemental planting, improve and clean ditching Area D._EA .-A 3,525 sf 2,744 sf success leave in current condition Wetland 100 3,820 sf 3,820 sf success supplemental planting royal uesigneu area: /o,ov-) sr Total As Built (Dec. 2000): 20,777 sf Total Wetland Impact to be Mitigated: 22,825 sf Total Wetland Shortage: 2,048 sf Enhancement Area del Moral Kucinski . - As built as of Success/Failure Recommendations .: Designed Designed Dec.2000- Reasons Area I 2,610 sf 2,160 sf partial success thin red alder, supplemental planting, remove invasive vegetation Area II 2,300 sf 2,300 sf failure supplemental planting Area III 11,800 sf 11,800 sf partial success remove invasive vegetation, thin red alder, supplemental planting Area IV 9,900 sf 6,280 sf partial success thin red alder, supplemental planting Area V 1,100 sf 0 sf no evidence of installation supplemental planting Detention Pond 23,600 sf 12,400 sf success remove invasive vegetation Buffer Wetland 100 6,034 sf 6,034 sf success supplemental planting, remove invasive vegetation Slope Buffer 27,570 sf 27,570 sf success replace dead plants in -kind, remove invasive vegetation 1 Utal Leslgneu tuca. OY,V uY sl Total As Built (Dec. 2000): 68,544 sf Mitigation and Enhancement Areas taken from Tables 1 and 2 (pg. 2 & 3) of the Final Wetland Creation and Buffer Enhancement Plan: Heritage Woods prepared by del Moral & Associates (October,1995) Mitigation and Enhancement Constructed as of December, 2000 �� ` Q• �' ,tom, ,�.. �' �...-, rr �►F- t<-�.ti-••t-A/W C-i✓r-� C=":f.-t,-T' laZto sr� WW-- 5i-.4 A19.E-A_ C� i7.41L�T ((1 N' T7 �.E_r L-Ar-A (-.-> t t cz r (A_ E:;L4 i L. -" r : i��' l 1--�•,.r-I['> C_(�-�•.� j ! cart .��-/-� L.ITI,�� 1 1 DESIGNED BY: Client: SCHNEIDER I-- omES, INC. 5223 201st Place S0uthNveSt Lynnwood, Washington 98036 (425) 828-9826 L.Erickson DRAWN BY: L. Erickson CHECKED BY: Project: "�',RITA�`E®DS Fall 2000 Monintoring City of Federal Way File No.: AAl Task 20024-79C Jeff Jones APPROVED BY: DATE: 12/15i0U Consultant: J. S. +JONES ,AND ASSOCIATES, INC. 7 Environmental Consultants Wetlands, Streams, and Wildlife 3408 52nd Place N.)., Tacoma, Washington (253) 942-7131 Fax (2_53) 942-7132 C 14 O 70 0 0 l 2 m 00Lir -� D r- O m _ n9 v e p9ry a� O YARDORA/N --f - - --- RlM 503.; ARG DRA I, - - -�--=- - - - - - --------------- - - - - - - --- - --- - ---- -- - ` Aar RIM 502.5 �� 8 INV. 500.08 YARD DRA/N �� YQR YARD DRA/N rAR� /N YA RAIN ARD 06-�46 /N HIM 500.5 I RIM Y�fR11 DRAIN 5C/.E RIM 499.0 m so4 _ R/ 7 R/M 5INV. 497.55 /NV. 493. Rl 02.5/DRA/NINV. 4 kINV-496.3..j"INV. 500.00 hIN 500.3 - /Nv 5 23 YA OR1>�V RIM 5 Q) o 0 30 sob - -\� �0 20 �� c IN 5 54 _o IN O.6U (o ---26 �( of 29 o RT \X ° 'o ° ° C.B. •25 o YARD IN �/ o _,G V �° ° o) IIIO 13ZSo� RI 03.0 500.30RT/ �. h I I I \ I A`3 COINV 499. �\ \ae O. INV. .. . 8 8` 8 /NV. 497.E - 8' C.O. l 8 �Sj ♦ m� 8 50L5 INV. 500.2 NV. 498.9 ' 495.9 INV. 493.35 \I� 2/ - m /50' of /.8 ( ,QV c ♦v� /._.:=- 0t 23.85.a PC. - - - - - - 20 - q 150 i h t!Q �` C /2 i C.P.EP 26' OF /2 i 6.20% ,/" _' ` V i� sv • • � of 6. X r cy Q '0 30 0 D DRAIN W I moo+ e+ j C.B. •29- R/P 50/.5 028-A Q. rRA 2I. I .2S• L 1 /NV. 90 Is.oe.o� coo+ •I - N 2 r f"1 �0 , I 7 ` a j I • 26 ' 26.Os .R . - 8 87 86 85 /6 c� v .w i SOL ID L _ - - -- --- co -> _ i� - - - - - , - !: ,C � •-. - _ n -69 ri rs 73 /5 T- 9 0 Z. c_ I o W. G ( I AO 27 7 �4 TP � rn 0 74 z / o � � Q m o Z 73 ce .i2 Ile !� 0 o N. m W m oA T 92 _ r A % YARD D l O. ro I j' RI 496. qp. i� clyi / 493. 3+6J•o m ro R C, > C M. V' �2Q v 5p4 / N 508 502 N 0 0 %mm a' 14 cn 1't1 0o 00 O � ,U 4,CD � z .= �n Z C(^�' 00 rim 0 Z C) rX �''i7. i•F 9 r v s"' '•ems � �� -o m m r c D X m z C m cn 0- 0 Z 00 cn ,k 41 Rod s _ _C,41 �� 37 490 44 PA To TB F�6 c a \ 0% S NO \ \ 9�.>i 72' OF _ / , � � �E.P at 4 OOX N. p. - /r T_XP-E� J \ CD \ fJJ J dl to 4 W 7o f n0 Zan a Np -O p O� (D " J n rr ro � tAGr� (I-D (Dn°c11�0�✓.(DWrr rDW LO n (D �-P) O rt (D � K S r�Nn / A� AI >r n r n !D O N mor''orrn�"0aEP- Ana'_'°wS),'_ (nnw�50 0n surraJt�n.wG (n (D� w ter* O(D r+cn O- o�j . m p p+ rr \ x rs rr o rr 'LS F- rr rt N dp ri 1j- N• F-H " oW Cr `� ft w cD N-lq �U x n m lQ N (D I+• ► n ts• n 0 1✓ (D E m \ N. (D N- F (D C7 (D O rr t1wm (n rr mom a'7 0 �(D o a2 olN-r� tY0 o R' � o I- \ troro m r tr N.w O m \ Y (D (D (D D F- 0 (D i 1-, w M r m n O r' P- rr t-� rt or W O t7 0 rr r fi W 3 a rr a m rr C (� O �- O 'O W (D (D Cr m (D (p O C In a (D n Cr K a N.w R ti rr 'Li '� N 7j (D W U cQ (D W (D O (D F N• Ali a '� a (D rr - = arm n n w° w pi- Q, (D O � N- rr I1 (D N Z r ; m `C (D >C A) S 7 �D O C w n (D rr O N m (D (D N-0 T Di 3 3 00 m v a (D (D m 00 0 W � rr n n m - T O (D C x SL D (D ~ J o n a N o rr . c .fir v v •, . _. ; E Jf,4 l "/A2sC r r 'c Mf i". / RA C / 8, I� . v - /.5' NA T VE CROW TH EASEMENT - - - - - --- 1— o N c9 --IOG' o! G. — 85 of 5 'SX ' 'C' of O.SOX o / YARD DRAIN ./ YARD 9RA/N �e ry cn rARD DRA/ R/M _49(2 --- 'RIM 484.5 a� YARD OR� DCn D 4Et.'.2/ RIM 4900 ;,Nv. 4P/.� " �! R,'M 484.E I \\ INV.. 486.5/ ' �.2 /NV 48/.27 f l O - - 34 35� �o � � - —i — D 01 \ YARD DRA/N ' m /3 ' RT. �• RIM 484.033 a2 ` , N/ V 480.89 /Nli I O C.B. �27 4B9 /3.25' RT. 6-6 � 6z• of �? c' � � . G•� �? 5 I o 38 9 G �►26 TY / 48 93` 82 26' 39 ; D DRAIN r 484.0 YARD DRA /N tQy 4 79. 99 / (��• ?,Old RIM 484.0 a°6 INV.. 479.9 3 i 10 G I' W a N \ 75 V, / 4O h CL c i 490 / 8 n N / c C.B 25-A v �5.00 ' IV � � 400 /3. RT. ` Jr aye Co. Cl) a a) IGO j 'A W P C. R iiIII 90 • �— / 474.5 7 78 79 8 47 2 b •32-A L OCA TE A T kd rARO n N �2 o V - !p A c4 • \ A Q ^ \ fC O G \ PL 32' OF I ` �e ,J B0. . -A o 22 N_ of s aox /D L /D I n` C.B. *3/ C. + 25' T. L OCA A T /d L 69 4 1 25 24 � / ��• o-a' ho Q • / t P � ` ,6 � l �o , � N V CO 0 � > 400 APO 1� r �. ,, Q \ • o°� � ' 420 O 418 G� " \ co 410 4�6 CD � �' l! n 470 00, 0 13 U �� i fig O46 j �Y GAO v a06 W � a 2 ox � a 26 a 396 P 2.3 �� / IZ �19Ate / t Ate . ♦ , � � / i' a a s EA S EN \ 0 0 ° Ol / 3$ G T 44, -- /cli AIN p0 OL ` - - Q 434 i � 40 J o X \. \ y ` ---- C% ol Vp : V t i m Paz , WET A 0 � z m /� \ o _ r z o n �' -P or m ;O; / ,C 4 o. m �� ► , �o i \ W TL AND E•• I �� 1 0 ` V Z \\ \ to u'w v � � s ■Jm.vry i SOIL LOG (TYPICAL) -- WETLAND CREATION AREA #8 7908+/- SO FT SINS I_E FLAG 'I--] no i� STAMP NOT VALID UNLESS SIGNED AND DATED rf_V. NO. OATF_ DESCR1PIl0!! A! f'f OVED - .. rl lENi DALEY-MORnow-POBLETE, 111C. �1 iN mIDER 1 OW—S, INC, 1215 5 CENTRAI_. AVENUE: S01.ITH, SUH E 133 E • '�� 6510 SOUTI-I(,EN TER BLVD., Ttll<WII_A, WA. 98188 �Q' F WAKENI, WA :)HINGTON 98032 �y PI 01"AE: (2`>>)8`..1_..934.1 (f_.AX)85�1-6663 PI ZONE No. (2OF)?4F3-2�71 � r�rro.rru DIVISION 2 < '" 1� WOMA ODS F_�. RITAGE �llFiSURVEYINGV � WF Tl._AND MITIGATION ASBUI!__ I S EMI I_s: nl �� r ' 0' 9 1 WET Of ,__ �-_--_. .-,-.„, ��.n.-,., ... -•n,< ,s:,�xa,•,...•F.,... .....-,,,,:_,•�- .ate--,=„�..�. -� • •�,- �� _<.�,"..,,,,: . ,. _ _ - • , - •�— mac- - � -� � _ _-- .. _. ,�., � , ., _ � 1 � _ ire r W 0 C C) HERITAGE WOODS. DIVISION 2 Portions of the S.W. 1/4 and S.E. 1/4, Sec. 33, Twp. 22 N., Rge. 4 E., W.M. City of Federal Way, King County, Washington A replat of Tracts °G", °H°, and "J", Heritage Woods Division 1 12 6 j N86039'24"E-� %� 23 .29 11 ?5 1 N81°36'36" 15' 15' , r 24 0112.127 NZ213,o8� I i=07*19'39" ns_08*24'41 "p_09'43'06" 11 W =300.00' R 275.00' R 250.00' oo' 1 31 L=38.37' L=40.37' L=42.40' 16 z i N N 32 Y N88'56'17"W o C"IQ I 108.75' W N88'56'17"W o I� I 25' I 25' 110.00' 1 5 �I � 30 ; o NO3°07'47"E 9 N LO 33 55.69 1 N88' 56 17 W 108 75' HYDRANT EASEMENT N88'56'17''W � * I zo SEE DETAIL B w SHEET 8 OF 8 110.00' O � Z ifj Jo � N I U6 34 14 N Lci f I N88'56'17"W 108.75' �' a 110.00' ¢MI I `? c� ` � W 1 0 N88°56'17"W Q. I W 2 r �`► I N88'56'17"W I U) h W \�, � �I 27 �� Cd ti 10 N o � N88'56'17"w CV) N89°36'02"W Ly 08.75' N W 69.23' OR LC) TRACT A Z D I a QD p 1 01 o a0 N 88'56' 17"W z 4-- lC? 1 108.75' O � z 25 Ln N88'56'17"W N88056'17"W w I ' 08.75' 110.00' Q co L=00'20'05" '�' I R= 300.00' 1n I a, N 4 5M 124 L=, .75' O I Ni 25' 25' (D 35 1 z11S' N89'16'2�"W (R) N88'56'17"W (R) Z I 108.76 i HYDRANT 110.00' Z 27"16 EASEMENT SEE DETAIL C Q \ G=10'44'35" �t I R=300.00' � SHEET 8 OF 8 �W tom° 23 L=56.25' 36 � I R L=23'34'14" �? N79'59'G3"E R=250.00' R Q /' i Al6.52' , L=98.48' g E 0 L = 1 0'49' 1 1 " HYDRANT \A �9 0 00 R= 300.00' EASEMEN K Z 22 L=56.65' SEE DETAIL A 37 SHEET 8 OF 8 rT, t'O 5 0 �_ 19*15'05" c, �I R 1 ��. \� R=250.00' N69 09 52 9 jORP P�� S \oo L=84.00' �� 0�0 fK 6 10. 21 s: 4 15 � 15 20 I 1 ►A SEE SHEET 5 OF 8 SUB 91-0001 =57°24'46" R=50.00' L=50.10' o N 61,7, 0 , 4 0=40-38"49" S. 283RD PL 52 R-50.00 L=35.47' 41 Z�=34'22'4.4 N 6c 2 �0a R=50.00' L=30.00' N10'13'22"W 7.59' C- a'� 0 51 50 c• SHEET 6 OF 8 )y 33- 4�' W 39 1 40 STAMP NOT VALID UNLESS SIGNED AND DATED wASH��L .� o N Z J �� 22962 Jib 6/STEQ, NqI LPA) EXPIRES: 4 APR 99 VOL/PG. I i 1 ti Iz GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) inch = 50 ft. MERIDIAN PER PLAT OF HERITAGE WOODS DIV. 1 VOL. 1 79/76-83 00 LL W co � SUBDIVISION OF: SECTION 33, T-22N, R-4E, W.M. PER PLAT OF HERITAGE WOODS DIV.1 VOL. 179/76-83 LEGEND O STANDARD KING COUNTY MONUMENT IN CASE, FOUND, TYPICAL O STANDARD KING COUNTY MONUMENT IN CASE, SET, TYPICAL S REBAR/CAP/PLS22962/SET/TYPICAL (R) RADIAL NOTES (SEE SHEET 8 OF 8) DALEY-MORROW-POBLETE, INC. 1215 CENTRAL AVENUE SOUTH, SUITE 133 KENT, WASHINGTON 98032 PHONE: (253)854-9344 (FAX)854-6663 1 ENGINEERING - SURVEYING LAND PLANNING i nco rp oro tad y 97215 28 JULY 98 T\ CIE ul p. Low ------------- GRAPHIC SCALE w ( IN FEET ) I inch = :30 f t. WETLAND F + \41/ F T I A i\l n r'RFATION AR . 11 1 11 11 11 ESTIMATED AT 820+//- PER KUCINSKI CONSUL] *WETL� A NND / A \lr-\) E A 0 F 'v A VE I - FLAGGED BY DAVID EV/ ASSr_),C_,IATEQ-,, APPEARS I NJ'AC F. V WAS/,*, 0� 141 - L T- R I- S: . DAL\t mommolwom Y—MO OW—POBLETE, INC. 1215 CENTRAI AVENUE SOUTH, SUITE 133 KEN I, WASHINGION 98032 PHONE: (253)854-9344 (FAX)854-6663 FNGINEF:nING sum E Y I Nf--. SCHNEIDER HOMES, INC 55510 SOUTHCENTER BLVD, TIJKWILA, WA, 98188 R1011E No. (206)248 2471 DIVISION 2 HMIT A G E-- W 0 0 D'o-` WETLANDS MITIGATION ASRUll--T CONTOURS p q 7 9 1 r, WF T 4:-15 A 71 .z_ J01-'y 0(,) 7. Z- TO L J , SIP'"" Od.\ _\ 01 NORTH GRAPHIC SCALE ( IN FEET ) I inch - 30 ft. 1 � / wE T L A / ^!E?LAl�)D CRE�,TION ARI FSTIMATFD AT (9;>O+ j— PER KUCINS 1 (_-.n_NS ILT *vvE f-LA MREA OF WE FLAGGED BY DAVID EVf n cc()(`I ATE Sn PF� n Pc INTACT ,k/, -� DALE A`—MOl,__iOW—POBLETE. INC. r_.HNEIDER HOMES, INC, �, M0 1215 CENTRAL AVENUE SOUTH, SUITE: 133 65"IQ SGl11 1FiCENIER LI_VD., IJl:vh'I) ^l, A I A JQ Q0 QPv�F VIA Sy 'JOB KENT, WASHINGTON 98032 PHONE: (253)854-9344 (FAX)8.54-6663 PHONE too. ��Ub)�48- 2�171 DIVISION 2 22 62 ��/.; — �raer��=1;:; su — �I o ; Irs HERITAGE WOODS R / \ I / o .. .. I ,,. WETLANDS MITIGATION ASBUII T CONTOURS AV i ri c r crn t P d nnawN av ;rql p H 1 flf.•AWING T P I j _ 3l1 �37?1�, WFT FXPIRFS ri �. i ,,,.,r ;� , II M Y 00 I „rri (4 7 )15 I � ��r' �-µ► aM INSIoj. or O�Jfhr4- 6' , R�tNpopc.�o leub�.�. WIRE, .�rVNG�'! DY�+R� P.rR.e3trih�. ©v pfralve &VD 00A.4-° N&rC4i AMW I MU WlFk& # Mays' L,W D !KAKS: IL PSR- . OMUIiG1�' g�GON+I�. . 'r'tNdt won. ©pies I&URLAP AN© FOLO WMPACfW MCW-P, Yo •suPPo WT 'tR-G- TREE 5TAKING DETAIL NT5 LANDSCAPE PROEESSIONHUS Maintenance o Design Construction Licensed • P>onded 5cale:1" = 40' (approx.) Date: 5m98 Drawn by: A Revised: (5-129/95 Military Koad wt::)outin ..�.._..., - lilffillt�, 1�" `�l{ttlltt��• p4* ,,,,. PIAMMfl- - SaUGe*- -FiN*H Capes WoTE. • FOL. asc.K Tdp V3 OF 51J"r 4140 OLJW ( 11; 5H4" is b 4 b Afair.'p FLAWT per.+-N stt" or pt..&NTINch PIT 0 111!l1111liliillillil�ti>«�� it�11{4 �rlf'6 STSP- MWw�w WO'6 t FAM►�trE�� LAHT t 4�s.�F- AT �c's Pic.' n� • jr, ' Au.. UTA' SICA • 12W"CaUt.A1Z- rpAtttac� PLANTING G DI�.TAI L G ROUNDCOVER PLANTING DETAIL SHI�U1 ALA - N1 5 NT5 p c� I' Her* a Woods I Conlferou5 Trees at Buffer � (6-S' Cedar or Fir,10' O.C.) j �r a e Plan - Buffer Large Evergreen 5hrubo REC i;,,' w�� By Lran ►7�', COMMUNITY DEVELOPMENT DEPARTMENT CS� (5 gal. min. C� 4 O.C.) Evergreen Groundcover EP A 11997 ScIme" er Homes, Inc, �� o.c. �� Ivy or oim►lar 01 ) ( �. f AA I0P3 ^I� THIS SUBDIVISION, QEDICA-F N, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH TFj5 FIRE JS N AND ACCORDANCE WITH THE DESIRES OF SAID OWNERS.9!W ------------- & 0 AVe 4— --- 4 BY: GERALD E. SCHNEIDER, PRES. qKEYANK NATIONAL ASSOCIATION, SCHNEIDER HOMES, INC. A NATIONAL BANK BY: AS LENDER ONLY i's M. e90 ACKNOWLEDGEMENTS w n s w�- STATE OF WASHINGTON )SSLl N o COUNTY OF _tLltt��j I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT GERALD E. SCHNEIDER ----------------- IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (HE/SHE) SIGNED THIS INSTRUMENT, ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE PRESIDENT____ OF _��HNEIDER HOMES] INC____ TO BE THE FREE AND V'TTl)RY ACT OF SUCH PARTIES FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. �!� ,..•••:. LO Fes•., -4 DATED 1)1%---- i Z`; ��S # V SIGNATURE OF tO: NOT/ p': Zvi i rU NOTARY PUBL% ---L ji fx f i MY APPOINTM EXPIRES dam______ - 1S - } STATE OF WASHINGTON ) )SS COUNTY OF ---X-1a-cr ______ ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _-3��_L�J IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (HE/SHE) SIGNED THIS INSTRUMENT, ON OATH STATED T_t jAT (Ij�/SHE) WAS AUTHQRIZ D TO ECUTE T"' INSTRUMENT AND ACKNOWLEDGED IT AS THE 1C.� lit Aff 11Q"►10F cy TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTIES FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED__/ vQIL�L'►i�F_ Il�� _-- � �a..E'`'�, SIGNATURE OF �' • 4910N •.`� +1} NOTARY PUBLIC OTARY MY APPOINTMENT EXPIRES F'UBUG DRAINAGE EASEMENT RESTRICTIONS STRUCTURES, FILL, OBSTRUCTIONS, OR IMPROVEMENTS OF ANY KIND (INCLUDING BUT NOT LIMITED TO DECKS, PATIOS, OUTBUILDINGS, SHEDS, OR OVERHANGS) SHALL NOT BE PERMITTED BEYOND THE BUILDING SETBACK LINE OR WITHIN THE DRAINAGE EASEMENTS. ADDITIONALLY, GRADING SHALL NOT BE ALLOWED WITHIN THE DRAINAGE EASEMENTS AS SHOWN ON THIS PLAT UNLESS OTHERWISE APPROVED IN WRITING BY THE CITY OF FEDERAL WAY PUBLIC WORKS DEPARTMENT. RESTRICTIONS NO LOT OR A PORTION OF A LOT IN THIS PLAT SHALL BE DIVIDED AND SOLD OR RESOLD OR OWNER- SHIP CHANGED OR TRANSFERRED WHEREBY THAT OWNERSHIP OF ANY PORTION OF THIS PLAT SHALL BE LESS THAN THE AREA REQUIRED FOR THE USE DISTRICT IN WHICH IT IS LOCATED. SUB 91-0001 + SUB 98-0003 `1in.PFc .341�� (" EXPIRES:14 FEB 2000 STAMP NOT VALID UNLESS SIGNED AND DATED EASEMENT RESERVATIONS HERITAGE WOODS DIVISION 2 Portions of the NE 114, S.W.1/4, and S.E 114, Sec. 33, Twp. 22 N., Rge. City of Federal Way, King County, Washington A replat of Tracts "G", "H", and "J", Heritage Woods Division 1 LEGAL DESCRIPTION TRACTS G, H & J, HERITAGE WOODS DIVISION 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 179 OF PLATS, PAGES 76 THROUGH 83, INCLUSIVE, IN KING COUNTY, WASHINGTON. DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN HEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED HEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR INJURY OR DAMAGES AGAINST THE CITY OF FEDERAL WAY, ITS SUCCESSORS AND ASSIGNS, WHICH ARE BASED UPON THE DESIGN, ESTABLISHMENT, CONSTRUCTION, OPERATION, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION, OR UPON IMPROPER DESIGN, ESTABLISHMENT OR FAILURE TO.OPERATE OR MAINTAIN ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD THE CITY OF FEDERAL WAY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY INJURY OR DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SUBDIVISION TO HAVE BEEN CAUSED BY: (1) ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB -SURFACE WATER FLOWS WITHIN THIS SUBDIVISION; OR (2) BY DESIGN, ESTABLISHMENT, OPERATION, CONSTRUCTION, OR MAINTENANCE OF THE ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION; OR (3) BY IMPROPER DESIGN, ESTABLISHMENT, OR CONSTRUCTION, OR FAILURE TO OPERATE OR MAINTAIN THE ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION. APPROVALS 4 E.7 W.M. DIRECTOR OF COMMUNITY DEVELOPMENT ERVICES ------- -- --- ------- - ----- EXAMINED D AP ___ DAY OF ---------- C/ --- — — -- D(R R, IT 0 FE ERAL WAY DEPARTMENT OF -PUBLIC WORKS ---------------------- q EXAMINED AND APPROVED JTHIS liDAY OF 4f r� ---------- -,n &, CIW OF FEDERAL WAY FEDERAL WAY CITY COUNCIL- 10 EXAMIN ND AP ROVED THIS -- � --_ DAY OF _ ____ �7/4 -------------------- MAYOR, CITY OF FEDERAL WAY KING COUNTY DEPARTMENT OF ASSESSMENTS ---------------------- _ EXAMINED AND APPROVED THIS _Z,,1Vp DAY OF _ _ t�y----------- - - ---- -------- KING COUNTY ASSESSOR D PUTY KING COU TY ASSESSOR ACCOUNT NUMBER z40FC') .224 �__ Z FINANCE DW SaON CERTIFICATE I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED, DEDICATED AS STREETS, ALLEYS OR FOR OTHER PUBLIC USE ARE PAID IN FULL. THIS �a_}' • DAY OF FINANCE DIVISION-U;•'rFEiGJq•'';•°`" --------- 4 0 f __ • MANAGER, FINANCE DIVISION DEPUTY SURVEYOR'S CERTIFICATE ''•. SEA4*0*04 I HEREBY CERTIFY THAT THIS PLAT OF HERITAGE WOODS DIVISION 2 IS BASED UP0nt._ QSi � SURVEY AND SUBDIVISION IN SECTION 33, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., COURSES AND DISTANCES ARE SHOWN CORRECTLY HEREON. THAT THE MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS WILL BE STAKED CORRECTLY ON THE GROUND AS CONSTRUCTION IS COMPLETED AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PLATTING REGULATIONS. JAE S. BROWN,P.L.S., CERTIFICATE No. 34134 DALEY- MORROW- POBLETE, INC. 1215 CENTRAL AVENUE SOUTH, SUITE 133 KENT, WA. 98032 (253) 854-9344 AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO PUGET SOUND ENERGY, U.S. WEST COMMUNICATIONS COMPANY, ANY CABLE TELEVISION COMPANY AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, OVER, UNDER AND UPON THE EXTERIOR TEN FEET PARALLEL WITH AND ADJOINING THE THE STREET FRONTAGE OF ALL LOTS IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND PIPE, CONDUIT, CABLES AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE AND OTHER UTILITY SERVICE TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION BY THE UTILITY. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT OR FOR TELEPHONE USE OR CABLE TELEVISION SHALL BE PLACED OR PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN A CONDUIT ATTACHED TO A BUILDING. RECORDING CERTIFICATE 9 P to s -x s / ` • FILED FOR RECORD AT THE REQUEST OF THE FEDERAL WAY CITY COUNCIL THIS _.2�cd __ DAY OF _ F'- _________________ , 19__!1 , AT _ MINUTES PAST i�_•��M. AND RECORDED IN VOLUME G pv OF PLATS, PAGES ��=_�1___ RECORDS OF KING COUNTY, WASHINGTON. PORTION OF S.W. & S.E. 1/4, SEC. 33, T-22N, R-4E, W.M. SHEET 1 OF 8 -------- ------------------ SUPERINTENDENT OF RECORDS SEE NOTES ON SHEET 8 OF 8 HERITAGE WOODS DIVISION 2 �$ �� Portions of the N.E. 1/4, S.W. 1/4 and S.E. 1/4, Sec. 33, Twp. 22 N., Rge. 4 E., W.M. City of Federal Way, King County, Washington A replat of Tracts "G", "H", and "J", Heritage Woods Division 1 TRACT C TRACT F 43 C 1/4 \� 44 12�� SEC 33-22-4 O�� 42 �D�� 7866SF DIV 2 PER PLAT OF 2 HERITAGE WOODS 5� 0° Q O. SCARBOROUGH DIVISION 1 �� h° ��20*W TRACT E VOL. 132/47-48 ��,�p� 78.74' 41 � TRA C T 51 54 55 65 8312 SF\ 5 6 5 7 5 8 5 9 0-tt56,4, ' N88'23'27"w � 36 37 40 R-�00.0025, 12�� TRACT B - - ' 411.28' �G 15 30 35 N6?�T „�•E i A N. LINE, SE 1/4, SEC 33, T 22-N, R4-E, W.M. 29 31 �=05'43'46" N7� 64 � 33 34 R=200.00' w L=20.00' 8420 SF 9 .98 o 6-438'08' �'I� 32 3 9-200.00' `' o 14 0 28 N88'23'27"W '27"W 63 z N88'23I S 5o Ag„ �Q2i9O D� 5 00, 126.63' S. 280TH PL 127.00' Q,3S 3 9250 SF LR 7 jo 00 4 A-MO'34' 13 ��, s•.� I 20 vi w >> R-25.00' G 27 I� 21 M^ 7 L-30.55' 9472 SF TRACT J 22 0 8 A s. 12 26 ^A o^ 19 z 1 6 c�\'� s\� R-2731 =300 00 "80 61 So T o o: ' N86°39'24"E ^o �C ^° 23 �' O o I moo. L-144.12' 11 51.2s' ��v HE�1 VOL1'79/'76 83 � 7960SF TRACT D rh 25 _ 9 5 \ N17'19 43'W / 24 17 , 81° 6' 6'W 18 o 37. tto.�, VCCx 10 172641 SF 32 7201 SF 16 3 // " ` l �� ii �,9 y 45 =08'24'44' NO3'0747'E w y° 10 4 Z \ IR=275.00' 55.69 L= 40.38 Q=3812 56CID L / 30 Z �6. °` O171007205 SF 720 6 SF r� 15 N C'11 3 � I O 29 n M 12 D N 7205 SF 72005 SF 0 14 w 0-06`10 54 JAI R-25'06'4W / 5 0 � 13 c,,, o w 110.00' Z R-350.00' I -� L-37.14' 28 I N88'56'17W L-37.76' A-08'28'48' I 7205 SF TRACT A N64'44'46•E s• R-718.39 z ui A-10r07'17' 50.00 1 1 4; 28p ' ST L-106.32' / 27 'a M R-300.00' . 8 6 `1 I 7205 SF Q N8936'02"W .� �24 L-53.00\ 8 3� N642 cv W 69.23' N7 9 �' ti N3622'32'E / \ S0 >8 76,ip 26 ` A-57°2446" Z 56 cij2�• 62.00' 10,449 SF 7205 SF i R-50.00' 8032 SF 57 7257 SF /ys A-102'42 35 3 L=50.10' 70 2 R-25.00' I WATER EASEMENT 54 770 SF 58 �, 4. � R 9026 SF L-44.82' SEE NOTE No 8 8265 SF 7258 SF / 25 SHEET 8 OF 8 � I7984 SF 7205 SF C 59 N88°56'17'W N 7565 SF / 3 45 110.00' 4° w Q� CO*801 SF / - 63 �J Z I 7238 SF 7205SF 52 2 \ /�P�PP� 86445 SF QO 46 23 7900 SF 47 7698 SFry�� / O I 7431 SF 36 7209 SF 5 P IVATE DRAINAGE 4EASEMENT 51 48 45 0 8645 SF 44 I (SEE NOTE No. 11, SHEET 8 OF 8) 7651 SF 49 7286 SF 7336 SF P '\ rn \ 3] 7 506 SF 7238 SF �� 6 ro . I 22 4 �� 8645 SF / �I 8725 SF 7269 SF TRACT T Cr 72773SF CO FPS 7 ao / 21 7269$ SF 723399 SF �Q0�43 P 8797 SF 4 3 42 8524 SF 39 7239 SF �0 8 I 7269 SF 40 4"1 $/ 8995 SF 20 G� 7268 SF 8931 SF 9 7204 SF 9 / \ / / GRAPHIC SCALE 0 50 100 200 10,706 SF 100 � 36 I I Ctie�` \— s 19 S • 284TH.PL 2\ �- ( IN FEET ) 8501 SF �pF 20' WIDE PERMANENT LANDSCAPE BUFFER I 8015 SF 10 Sys (SEE NOTE No. 14, SHEET 8 OF 8) 1 inch = 100 ft. 11 10,631 SF 13,348 SF 12 MERIDIAN 35 I 18 17 16 14 13 8496 SF — — — — — — — — NOTES PER PLAT OF 12,633 SF 9969 SF 9136 SF HERITAGE WOODS DIV. 1 8484 SF 8297 SF o 1"W SEE SHEET 8 OF 8) L VOL. 179/76-83 -- / — — — — 55'53'W SUBDIVISION OF; 66.13' STAMP NOT VALID SECTION 33, T-22N, R-4E, W.M. 34 77 / 20 18 UNLESS SIGNED AND DATED 19 1 41 I PACIFIC TELEPHONEB�0 DALEY-MORROW-POBLETE, INC. mw. . NS8'1851 W E &TELEGRAPH COMPANY ,P OF WASy Lfi� 1 1215 CENTRAL AVENUE SOUTH, SUITE 133 LAURELWOOD NORTH NO. 3 8703' RECORDING No.s 1857062 & 1901219 /� � KENT, WASHINGTON 98032 Cp VOL. 83/59 �i `; A PHONE: (253)854-9344 (FAX)854-6663 O < �_- r ,p� 34134 ENGINEERING - SURVEYING SUB 91-0001 -+- SUB 98-0003 " t ,a rporotad D LAND PLANNING Qft SHEET 2 OF 8 EXPIRES: 14 FEB 2000 97215 ___ 26 JAN 99 HERITAGE WOODS DIVISION 2 Portions of the N.E. 1/4, S.W. 1/4 and S.E. 1/4, Sec. 33, Twp. 22 N., Rge. 4 E., W.M. L City of Federal Way, King -,County, Washington A replat of Tracts "G", '"H", and "J", Heritage Woods Division 1 I TRACT A WOODS DIV. HERITAGE VOL 179/76_83 � 2(9oxe ��,371700 W 8s 6i24�4t' Z � 3 jj 56 �� O 0 0 7 B=06i0'54" R=350.00' L=37.76' - N6444'46"E 50.00' A=1907'17" - R=300.00' L=53.00' �4/ N362273277E o 62.00 �v A=8506149v R=25.00' L=37.14' S.282 C,7 4839, ,v� 0 9�g8, Z cv N S r .o o �z / ^. �l O �' ^i N6 }, J A=09°06'41" �6' i R=350 00' .q TRACT D 0=08028'48' R=718.39 L=106.32' LANDSCAPE AND ENTRY SIGN EASEMENT z h `ti % 0 L=55.66' 6�, �R 5 2ry� 00 I o A=20'37'34" A=20°37'34" 58 ��0 5.1' 999 0' 2S 2 A=08°41'21" R=125.00 R=125.00' L=45.00' R=125.00' HOUSE UNDER L-125.0 L=45.00' A=09'25'15" CONSTRUCTION ^� SS° / R-125.00' AS LOCATED cb A=01 °00 37 SS 1/15/99 �b' R=350.00' 0 �5 0� L= 20.55' .�v `� L= 6.17' 7 1_3 L�=59°2144" `36 �� 59 po AD °8' �QJ/ 1�5 3 R,100.00 L_703. O/, �5.0' `b' `�� o0 3 S°' / 61 • AQ A_90'00'00" L=59*21'44" SA. 9g, R=25.00' (0 �3 R=75.00' �3�2 L=39.27' L=77.70' c, Q� �`' '0, J o ti / CO 46 o SQ° 0 )Qb 7S i / 0=102042135n R=25.00' L=44.82' 47 - U ASS" I` 1_ ° 28'Gv / 00 20' WIDE PERMANENT LANDSCAPE BUFFER O A=90'00'00" • (� O (SEE NOTE No. 14, SHEET 8 OF 8) o s , R=25.00' Av�`� / �o L= 39.27' A) Cy ��. N,5 °031'59"E S CO� ' °`lam/ 4� 00 SSA 5 / Q 5.�� tis ?� 45 �� `� ��. ��' /� �>, Qom. �,� �� Q' 48 �5°'��O1g ASj 6 A=06*29'14" `30� f o�;POo C' O 28,, 6 R=475.00' /. ' �I LL F 9S' L= 53.78' 6 �� s 44 W Q �� A=04'15'15" 09 9: A=10°12'25" �, �/�`� R=525.00' _ ��, g R=475.00' L=38.98' 81 / Cn o 9' ��J L=84.62' W 43 P HYDRANT 7 w � �; EASEMENT A=O6°14 42" DSO° A=08°55'33" SHEETDETAIL 8 OF 8 R-57.22' 7 / " / �6 A, / R=475.00' /� 2 L=74.00' / A=04*57'40" oh 1 `"� � R=525.00' / L=45.46' 'LQ p • A=88°41'26" 0�, O R=25.00' Q L= 38.70' / A'�� cS 577S4 OAS• \ A=80'48'48" Qo o� 0 R=25.00' �O, S4, S� L= 35.26' �\d'os �\� �h 71.57' / Z A=04°41'44" 60 \/ & ,,��3 , ,��A / °o A=90'48'33" / R=525.00' 0 010 % 3' R=25.00' L=43.03' \>>!y o L=39.62' 10 LANDSCAPE & ENTRY �� %j, O • SIGN EASEMENT 11 ROCKERY EASEMENT ESQ. S° (SEE DETAIL RIGHT) 6��3j, MERIDIAN -__------ 9� 2� PER PLAT OF -------� 0' HERITAGE WOODS DIV. 1 ~ 129.89' A= 75'44VOL. 1 79/76-83 ;35" L=33.0 N88i8'S1nW 258.74' R05' 15' NATIVE GROWTH 20' LANDSCAPE EASEMENT PROTECTION EASEMENT N49°23'24"E \ 00�0 (SEE NOTE No. 10, SHEET 8 OF 8) 7 67' .0, 7 N42'15'28"W c�FS' �>>', 30.95' i St9, STAMP NOT VALID �9 UNLESS SIGNED AND DATED �SF A= 75'4435" N20'57'19"W VOL./PG. GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. SUBDIVISION OF: SECTION 33, T-22N, R-4E, W.M. PER PLAT OF HERITAGE WOODS DIV. VOL. 179/76-83 LEGEND O STANDARD KING COUNTY MONUMENT IN CASE, FOUND, TYPICAL O• STANDARD KING COUNTY MONUMENT IN CASE, SET, TYPICAL REBAR/CAP/PLS22962/SET/TYP:CAL (1/2" DIAMETER X 24' LONG) (R) RADIAL (P) PLAT OF HERITAGE WOODS DIVISION 1 (C) CALCULATED NOTES (SEE SHEET 8 OF 8) I o.85' / 30.28' 1tT L=33.05' P��S M. B4O DALEY-MORROW-POBLETE, INC. QF WA$y /yam 1215 CENTRAL AVENUE SOUTH, SUITE 133 / N48'55'12"W �,� KENT, WASHINGTON 98032 29.00' PHONE. (253)854-9344 (FAX)854-6663 c N52°07'34"W N88'18'51 " W D 23.14' 0.85' N01.41'09"E N88'18'51 "W �Jso�Fc� S T R�°5��ENGINEERING - SURVEYING 15.86' 25.12' N� D LAND PLANNING SUB 91-0001 + SUB 98-0003 incorporated SHEET � OF 8 EXPIRES: 14 FEB 2000 _ 97215 26 JAN 99:. HERITAGE WOODS DIVISION 2 -Portions of the N.E. 1/4, S.W. 1/4 and S.E. 1/4, Sec.-33, Twp. 22 N., Rge. 4 E., City of Federal Way, King County, Washington A replat of Tracts "G", "H°, and "J", Heritage Woods Division 1 IT GODS HERAGE VOL. 179/76-83 N89°36'02"W 69.23' 8=57024746n R=50.00' L=50.10' 15' WATER EASEMENT SEE NOTE No. 8 SHEET 8 OF 8 L=15'42'18" R=300.00' L=82.23' 4 F' ivr% 11 vC vRUvv 1 n t'RU I CU I IUfN tHJtMLN I N, (SEE NOTE No. 10, SHEET 8 OF 8) w 4- x 141 N N88i815 W 01 N 87.03 �i ro Cw SUBJECT TO AN EASEMENT TO PACIFIC TELEPHONE AND TELEGRAPH COMPANY "AS LOCATED AND STAKED" BY THE TELEPHONE COMPANY. Lj REC. No.s 1857062 & 1901219 Li z_IJ DIV. I TRACT A 1g3.5�.64 38.q -0Iti 85 6� 454� 3 �S o N3522'32"E LLJ N 42'15' 28"W 30.95' N20'57'19"W :::// 30.28' I N48'55'12"W 29.00' N52'07'34"W 23.14' N01'41'09"E 15.86' R=25.00' Q L=39.62/ LANDSCAPE & ENTRY SIGN EASEMENT O QZ ESQ =75'44'35" R=25.00' / L=33.05' wv - 20' LANDSCAPE EASEMENT 0.85' STAMP NOT VALID UNLESS SIGNED AND DATED 11r GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. MERIDIAN PER PLAT OF HERITAGE WOODS DIV. 1 VOL. 1 79/76-83 SUBDIVISION OF: SECTION 33, T-22N, R-4E, W.M. PER PLAT OF HERITAGE WOODS DIVA VOL. 179/76-83 LEGEND ® STANDARD KING COUNTY MONUMENT IN CASE, FOUND, TYPICAL QQ STANDARD KING COUNTY MONUMENT IN CASE, SET, TYPICAL e9 REBAR'�CAP/PLS22962/SET/TYPICAL (1 /2 DIAMETER X 24 LONG) (R) RADIAL XX TAX LOT NUMBER NOTES (SEE SHEET 8 OF 8) SHEET 4 OF 8 HERITAGE WOODS DIVISION 2 Portions of the N.E. 1/4, S.W. 1/4 and S.E. 1/47 Sec. 337 Twp. 22 N., Rge. .4 E., W.M. City of Federal Way, King County, Washington A replat of Tracts nG", "H", and `Jn, Heritage Woods Division 1 SEE SHEET 6 OF 8 I 15' ►, 0' 110.00' 110.00, 0 ► 1 0 N88056'17"'W ► I 28 L z `° I TRACT A N88°56'17"W cli Q ►oI 110.00' O��S DIV. 1 o 0 uj HEFITAGE W Q ► I 27 0 ao VOL. 1 9/76 83 W. LINE, SE 1/4, ,p I WATER METER Q d. SEC 33, T 22-N, R4-E, W.M. C1 4 � I w EASEMENT Ln p('� �+ ��ll ► �' I SSEE HEETE8AOF 8 I N N8936'02"W O OCC N88°56'17"W N 69.23' a o ►ol 110.00' O `n ► z w W Ln o M n � (-o � ►I1 26 ul) oo ► M z o 0=5724'46" 3► °'z wi 8856W17 � R=50.00' T1100.0 2 3z L=50.10' � co � ► w I 25 � o N, a% _ ► w I o WATER EASEMENT % CID 0, O cal WATER METER SEE NOTE No. 8 0 ► Z EASEMENT (D SHEET 8 OF 8 4r O=64°04'13" �n Q SEE DETAIL B _ _ _ _ _ N=55.900, 1' NATIVE GROWTH PROTECTION SHEET 8 of 8=55.91' EASEMENT (SEE NOTE No. 10 N88°56'17"W N88056'17"W _ SHEET 8 OF 8) W 110.00' � 110.00� ► > N88°56'17"W I w 6'2'\� A= 0°31'44" ,p 1 1.25' AIR -VAC �, �p9 �, " R=25.00' 4 0=00°20'05 ASSEMBLY �4 0.77' 0 214 EASEMENT 35 u7 SEE DETAIL B cp IL=40°38'49" �-38 563� O=► 1 L=1.75' 23.75 25' Co SHEET 8 OF 8 z R=50.00' R=112.50' CID Z 3 N89°16'22"W R N88°56'17"W (R) 52 L=35.47' L=76.46' 0 ► I 25' 25' 110.00' Z SO CD I o R u- o ► 1 L= 10*44'35" �=34°22'44" (3. O �r ► 23 R=300.00' ��' o_ t�`L Oa R=50.00' CO L=56.25' 36 `�-,,, tJ6 �� L=30.00' L=18'41,39„ '� ► I N10°13'22"W 1 R=50.00' lj �•,E �R; �=23°34'14" 7.59' 4z=35°19'33" L=16.32' w N79°59 0- R=250.00' (Ri „� R=50. 0' 2 4 4 116.52 L= 98.48 9 2y G �o 00 51 0 ^ L= 30.8 zo CA L=10°49'11 N��2 ^,00 d' C: J 49 w HYDRAnT � r'- `�, O' R=300.00' r EASEME p� ► I L=56.65' /SE- DE-.41L 37 � � � 22 �s"�`T � or 8 Q° � � �- GRAPHIC SCALE ►I \ � 0 �� _ r 6 N74'30�34"E 50 0 25 50 100 4 � �� I.�°15'v5" � 8 s'� CID00 ► ( o. N � �' � N 10.17' �>250.00' Q7 w 52 �` S G S ��, L=84.00' �`� 00 938, 4-3.75' 9 Og g% pRPNP \'CC Q� N�� . 46.828 N N88'53'15"W 34' 3( IN FEET ) Q ►10' N6 �v PEE 46. 2' 4 92 z 'o PR L= 15°42'1 0" C� 38 �� N 5�, 1 inch = 50 ft. O 44 66 R= 2.22' ' L-82.22' � 4 3 10' Q `�� 1� o z ► A�=19'15'05" �_ O > >,� 21 �Ov' R=250.00' moo' CO o ► z1LL �'� �' L=84.00' 39 ^ o p MERIDIAN o w o L=121'52'08" �. O O 41 PER PLAT OF O n► �WI � O' %/jj R=25.00 0 C 4 0 HERITAGE WOODS DIV. 1 ►L=53.18' �� VOL. 1 79/76-83 w w 20 ► w . L=19*15'05" O Icn G R=250.00' Z N2=40°06'37"=31°30'30" A/ L=84.00' _ 6 7j'7/1"W R=50.00' R=50.00O �� R=2 0 004 ' i SUBDIVISION OF ► �I 1 j2.70, R L=35.00' L=27.5 0'�^�n�p� \ L=8 .00' SECTION 33, T-22N, R-4E, W.M. ► Z1� �° V=121 °52'08 /�, Q=57° N HERITAGE WOODS DIPER V1T OF VOL.179 76-83 Q o 0 R=25.00' \00, �'37" cr / ► Q z A=40°06'30" L=53.18' - L=273. 5_ ► 0 19 R=50.00' L=31°30'30" S • 284T .PL of z L=35.00' R=50.00' L=15*42'18" ► >I� �� -01 L=27.50' R=300.00' LEGEND rl L=82.23'=09°45'38"=09'34'1 L=09*57'06" ® STANDARD KING COUNTY MONUMENT 0 6� R=300.00 R=300.00' IN CASE, FOUND, TYPICAL ► I N6�� age L=40°06 28" L=40°06'26" �s7° 15 %� ;� L=51.11' R_500.11' L=52.11' OO STANDARD KING COUNTY MONUMENT 10' 12 R=50.00' R=50.00' `S1' Z IN CASE, SET, TYPICAL ► L= 35.00' L= 35.00' �9 09 z 0=40°06'23" O 9 REBAR/CAP METER X /SET/TYPICAL R-50.00' Z �(1/2" DIAMETER X 24" LONG) ► L=35.00' W CA(R) RADIAL W 3 ► 18 14 `Do r� ry cf! XX TAX LOT NUMBER )CV �� 16 �� 13 ► �, �_ co � ► _� z �- 12 15' - - _ _ ^ 16.12' 1 60.00 � NOTES - - - GROWTH PROTECTION _ _ _ _ _ ? (SEE SHEET 8 OF 8) NATIVE 92.85' 116.98' 67.39' 77-.36' - - 56.69 EASEME T - N88036'23"W 70.91' _ 411.27' N88i8' 77 34 / JI VV 20 1 1 9 / 18 I �vvv IOi 87.03' NATIVE GROWTH PROTECTION EASEMENT (SEE NOTE No. 10 SHEET 8 OF 8) �� NOE`Y"�4 LAURE L L. 83/59 VO SUB 91-0001 + SUB 98-0003 NO. 3 SHEET 5 OF 8 U STAMP NOT VALID UNLESS SIGNED AND DATED SUBJECT TO AN EASEMENT TO PACIFIC TELEPHONE AND TELEGRAPH COMPANY "AS LOCATED AND STAKED" BY THE TELEPHONE COMPANY. REC No's: 1857062 & 1901219 a HERITAGE WOODS DIVISION 2 Portions of the N.E. 1/4, S.W. 1/4 and S.E. 1/4, Sec. 33, Twp. 22 N., Rge. 4 E., W.M. City of Federal Way, King -County; Washington A replat of Tracts °G°, "H", and "J", Heritage Woods Division 1 26 N8639' 24" 51.29' 23 25 N81°36736" W 24 15' 15' 112.12' N7 31 N86`39'23"E 23.75' 25' 9�3'O8nw 1.28' 'L_ R-50.00 600 011000 ' 0=07'22'8" R=275.00' L=41.15'L= 0' R=298.75' 1032 31 W N88'S6'17"W 23.75' 25' o W I L 11 O N88'56'17"W 0EASEMENT I WATER METER J 110.00' O ~ SEE DETAIL B O SHEET 8 OF 8 'n ►= I N 30 U 33 N88'56'17"W O I 110.00' HYDRANT EASEMENT N88`56'17' W 16 SEE DETAIL B SHEET 8 OF 8 29 110.00' o I o WATER METER n Z I z w EASEMENT � SEE DETAIL B O `n 34 o I 5 � 15' SHEET 8 OF 8� N88'56'17"W I un W 0 10' 110.00'L o 0110.00' ICI N88056'17"W W o 28 0 o cn w I Ln co co NATIVE GROWTH PROTECTION EASEMENT (SEE NOTE No. 10 SHEET 8 OF 8) 4 3 a O �ro 44 O W a 43 N88'56'17"W 11 C.00' o w 27 zI WATER METER co Q EASEMENT o I SEE DETAIL B = SHEET 8 OF 8 _o N88°56'17"W Of I 1 10.00' I I� Ln o ICI 26 LO 00 N88'56'17"W LO 110.00' ►I 25 o 0) �I LO LO WATER METER O EASEMENT SEE DETAIL B 1 SHEET 8 OF 8 N88'S6'17"W W 110.00' C'7 �- �_, I N88'56'17"W �n 24. 1.25' Q co M Z1-00'20'05" 0(.0 I I R=300.00' �-- z10'1 I L=1.75' N89°16'22"W \ 108.76' =10*44'35" R=300.00' 23 L=56.25 1 5g ,03"E R) N79 116.52' w L=10'49' 11 R=300.00' Z I 22 L=56.65' N Do I10, 9 \PNPG I N6g oR P 0. CPS\N 15' 66 2 1.1 I10r20 SUB 91-0001 + SUB 98-0003 m IN 17 O 0 o NO3°07' 47" E Ln - 55.69 W N 0- CY) 14 �0 Co q-- z O\' 1� w �Ov Q�i i0C N8936'02"W co 69.23' W R TRACT A 2 oI n o A=57°24' 46 z o R=50.00' z L=50.10 o WATER EASEMENT o 'n SEE NOTE No. 8 0 0 SHEET 8 OF 8 0 N88056'17"W 110.00' LiN�4 AIR -VAC /09 ' • r ASSEMBLY 4 Ln SEASEMEDETAILT B 35 0 L6 40`38'49" 23.75' 25' C° SHEET 8 OF 8 S. 283RD PL. z 52 0= R=50.00' N88°56'17"W (R) L=35.47' 25' I 25' 110.00' z SO, 4. �o . 0=34'22'44" �� CN6� 2 ��0� R=50.00' 36 N_ L=30.00' =23*34'14'> N10*13'22"W R=250.00' �Ri ��, 7.59' L=98.48' Zcj E 51 HYDRANT �� O' EASEMEN SEE DETAIL 8 37 SHEET O. 0=19*15'05" �1 661 0s,, R=250.00' �', �IV6 iEs �00� L= 84.00 �� l �O 4 0, :s � N 6.82 �s. 38 39 SEE SHEET 5 OF 8 SHEET 6 OF 8 50 EEO STAMP NOT VALID GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. MERIDIAN PER PLAT OF HERITAGE WOODS DIV. 1 VOL. 179/76-83 00 0 H W C0 W C SUBDIVISION OF: SECTION 33, T-22N, R-4E, W.M. PER PLAT OF HERITAGE WOODS DIV.1 VOL. 179/76-83 LEGEND 0 STANDARD KING COUNTY MONUMENT IN CASE, FOUND, TYPICAL Q• STANDARD KING COUNTY MONUMENT IN CASE, SET, TYPICAL REBAR/CAP/PLS22962/SET/TYPICAL (1/2" DIAMETER X 24" LONG) (R) RADIAL NOTES (SEE SHEET 8 OF 8) TRACT F HERITAGE WOODS DIVISION 2 Portions of the N.E. 1/4, S.W. 1/4 and S.E. 1/4, Sec. 33, Twp. 22 N., Rge. 4 E., W.M. City of Federal Way, King County, Washington A replat of Tracts "G", "H°, and °J", Heritage Woods Division 1 TRACT A=70000'31n R=25.00'--"' L=30.55' TRACT C —SANITARY SEWER EASEMENT CREATED BY HERITAGE WOODS DIV. 1 o>�°oTO. A=27°31'28r R=300.00' L=144.12' N1719'43" � , 37.91' z N N I A w L I I TRACT E ---SANITARY SEWER EASEMENT CREATED BY HERITAGE WOODS DIV. 1 TRACT D BUILDING, ENVELOPES (TYP.) STAMP NOT VALID UNLESS SIGNED AND DATED *`_S M . 6� �� OF W A Syi � � o r 9F 34134 <� /STER • 14 • ; h�, I'R S-.,,,,��riiiii_ iW GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. MERIDIAN PER PLAT OF HERITAGE WOODS DIV. 1 VOL. 179/76-83 SUBDIVISION OF: SECTION 33, T-22N, R-4E, W.M. PER PLAT OF HERITAGE WOODS DIV.1 VOL. 179/76-83 LEGEND O STANDARD KING COUNTY MONUMENT IN CASE, FOUND, TYPICAL O STANDARD KING COUNTY MONUMENT IN CASE, SET, TYPICAL REBAR/CAP/PLS22962/SET/TYPICAL (1/2' DIAMETER X 24 LONG) (R) RADIAL NOTES (SEE SHEET 8 OF 8) DALEY—MORROW—POBLETE, INC. dmmw 1215 CENTRAL AVENUE SOUTH, SUITE 133 KENT, WASHINGTON 98032 PHONE: (253)854-9344 (FAX)854-6663 < ENGINEERING -SURVEYING Q D LAND PLANNING incorporated 97215 26 JAN 99 HERITAGE WOODS DIVISION 2�� Portions of the N.E. 1/4, S.W. 1/4 and S.E. 1/4, Sec. 33, Twp. 22 N., Rge. 4 E., W.M. KING INTY RECOM W2 City of Federal Way, r(16g County, Washington ._ A replat of Tracts "G", "H", and "J", Heritage Woods Division 1 NOTES 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY OPEN AND CLOSED FIELD TRAVERSES, EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES, USING A TOPCON 211D THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. 2. ALL INFORMATION REGARDING RECORD EASEMENTS AND OTHER DOCUMENTS THAT MAY AFFECT THE QUALITY OF TITLE OF THE SUBDIVISION SHOWN HEREON WAS OBTAINED FROM PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. PLAT CERTIFICATE ORDER No. 340744, DATED OCTOBER 19, 1998. 3. LOT ADDRESSES SHOWN HEREON WERE PROVIDED BY THE CITY OF FEDERAL WAY PRIOR TO THIS PLAT RECORDING AND ARE SUBJECT TO CHANGE. EACH LOT'S ADDRESS WILL BE CONFIRMED BY THE CITY PRIOR TO THE OCCUPANCY OF THE DWELLING ON THAT LOT. 4. TRAVERSE CLOSURES FOR THIS SUBDIVISION EXCEED THE REQUIREMENTS OF WAC 332-130-090. ESTABLISHMENT OF LOT CORNERS IS BY RADIAL SURVEY PROCEDURE, WITH INDEPENDENT MEASUREMENTS. 5. FUTURE HOUSES FOR EACH LOT (60-66) SHALL HAVE A FOUNDATION DESIGNED BY AN ENGINEER LICENSED IN THE STATE OF WASHINGTON. 6. ANY FUTURE CONSTRUCTION BEHIND THE APPROVED BUILDING ENVELOPE OF LOTS 60 THROUGH 66 INCLUSIVE, WHICH IS BEYOND MINOR LANDSCAPING, SUCH AS RETAINING WALLS, HOME ADDITION, AND SHED CONSTRUCTION, SHALL BE DESIGNED BY A GEOTECHNICAL ENGINEER AT THE OWNER'S EXPENSE AND - APPROVED BY THE CITY OF FEDERAL WAY PRIOR TO BEGINNING CONSTRUCTION. THE CITY MAY ALSO REQUIRE THE HOMEOWNER TO PAY FOR THE SERVICES OF THE CITY'S GEOTECHNICAL CONSULTING ENGINEER TO REVIEW ANY PLANS. 7. A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO ANY PUBLIC AND/OR FRANCHISE UTILITY AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, AND THE CITY OF FEDERAL WAY, UNDER AND UPON THE FRONT 10 FEET PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS_IW-WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND PIPE, CONDUIT, CABLES, WIRES, WATER METERS AND FIRE HYDRANTS WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, CABLE TV, TELEPHONE, GAS, AND OTHER UTILITY SERVICES TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AND TRACTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. THE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION. NO UTILITY LINES SHALL BE PLACED OR PERMITTED TO BE PLACED UPON ANY LOT OR TRACT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING. 8. AN EXCLUSIVE EASEMENT IS HEREBY IRREVOCABLY RESERVED FOR AND GRANTED TO LAKEHAVEN UTILITY DISTRICT FOR SO LONG AS IT, OR ANY ASSIGN OR OTHER SUCCESSOR IN INTEREST, SHALL OWN AND MAINTAIN THE UTILITIES REFERENCED HEREIN UNDER AND UPON THE AREA SHOWN ON THE PLAT AND DESCRIBED HEREIN AS "WATER EASEMENT" OR "SEWER EASEMENT" TO INSTALL, MAINTAIN, REPLACE, REPAIR, AND OPERATE WATER AND SEWER MAINS AND APPURTENANCES FOR THIS SUBDIVISION AND OTHER PROPERTY, TOGETHER WITH THE RIGHT TO ENTER UPON SAID EASEMENTS AT ALL TIMES FOR THE PURPOSE STATED. NO BUILDING, WALL, ROCKERY, FENCE, TREES OR STRUCTURE OF ANY KIND SHALL BE ERECTED OR PLANTED, NOR SHALL ANY FILL MATERIAL BE PLACED WITHIN THE BOUNDARIES OF SAID EASEMENT AREA. NO EXCAVATION SHALL BE MADE WITHIN THREE FEET OF SAID WATER OR SEWER FACILITIES AND THE SURFACE LEVEL OF THE GROUND WITHIN THE EASEMENT AREA SHALL BE MAINTAINED AT THE ELEVATION AS CURRENTLY EXISITING. GRANTOR ADDITIONALLY GRANTS TO THE GRANTEE, THE USE OF SUCH ADDITIONAL AREA IMMEDIATELY ADJACENT TO SAID EASEMENT AREA AS SHALL BE REQUIRED FOR THE CONSTRUCTION, RECONSTRUCTION, MAINTENANCE AND OPERATION OF SAID WATER OR SEWER FACILITIES. THE USE OF SUCH ADDITIONAL AREA SHALL BE HELD TO A REASONABLE MINIMUM AND BE RETURNED TO THE CONDITION EXISTING IMMEDIATELY BEFORE THE PROPERTY WAS ENTERED UPON BY THE GRANTEE OR IT'S AGENTS. IN ADDITION TO THE OTHER RESTRICTIONS HEREIN, GRANTOR SHALL NOT CONVEY TO A THIRD PARTY ANY EASEMENT OR OTHER RIGHT OF USAGE IN THE EASEMENT AREA; EXCEPT THOSE PERPENDICULAR CROSSINGS NECESSARY FOR OTHER UTILITIES TO ACCESS THE UTILITY EASEMENT SITUATED ADJACENT TO SAID EXCLUSIVE WATER MAIN EASEMENT AND SEPARATED THEREBY FROM THE PUBLIC RIGHT-OF-WAY, PROVIDED SAID CROSSINGS ARE HELD TO A REASONABLE MINIMUM. 9. THE 50' TEMPORARY WATER AND SEWER EASEMENT SHOWN ON SHEET 1 OF 8 OF HERITAGE WOODS DIVISION 1, VOLUME 179 OF PLATS, PAGES 76 THROUGH 83 SPECIFIES "SEWER AND WATERMAIN EASEMENT TO BE VACATED -WHEN 26TH AVE. S. BECOMES PUBLIC R/W DURING RECORDING OF DIVISION 2". 10. "NATIVE GROWTH PROTECTION EASEMENT (NGPE) ARE AREAS WHERE NO VEGETATION AND/OR TREES ARE TO BE CUT AND/OR REMOVED, EXCEPT THOSE WHICH ARE DEAD, DYING, DISEASED, OR CONSIDERED A POTENTIAL SAFETY HAZARD. ANY VEGETATION AND/OR TREE REMOVAL IN THE NGPE REQUIRES THE PRIOR APPROVAL OF THE CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT SERVICES DEPARTMENT. NO STRUCTURE SHALL BE CONSTRUCTED AND/OR LOCATED IN A NGPE EXCEPT AS AUTHORIZED BY THE DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES". 11. A PRIVATE NON-EXCLUSIVE DRAINAGE EASEMENT IS DEDICATED TO THE HOME OWNER'S ASSOCIATION AND ADJACENT LOTS ACROSS THE REAR PORTION OF LOTS 19 THROUGH 31, INCLUSIVE, AS SHOWN ON THE PLAT MAP SHEETS 5 AND 6. 12. LOTS WITHIN THIS PLAT ARE SUBJECT TO HERITAGE WOODS DIVISION 1 PROTECTIVE COVENANTS, CONDITIONS AND RESTRICTIONS AS DETAILED IN INSTRUMENT RECORDED UNDER RECORDING No. 9703060163. 13. LOTS 1 THROUGH 10 INCLUSIVE, SHALL HAVE NO DIRECT VEHICULAR ACCESS TO OR FROM MILITARY ROAD. 14. FENCING SHALL BE PLACED ON THE BACK OF LOTS 1 THROUGH 10 INCLUSIVE, TWENTY (20) FEET INSIDE THE MILITARY ROAD PROPERTY LINE; THE AREA BETWEEN THE FENCING AND THE MILITARY ROAD PROPERTY LINE TO BE DESIGNATED AS A 20-FOOT WIDE PERMANENT LANDSCAPE BUFFER. 15. IN SOME CASES, ON -SITE SURFACE WATER INFILTRATION SYSTEMS MAY BE SUITABLE FOR USE ON INDIVIDUAL LOTS DEPENDING ON SOIL CONDITIONS. THIS TYPE SYSTEM SHALL BE USED WHERE SUITABLE. TO DETERMINE THE SUITABILITY OF THE SOIL FOR INFILTRATION SYSTEMS, A SOILS REPORT THAT INCLUDES PERCOLATION TESTS AND A SOIL LOG TAKEN AT 6-FOOT MINIMUM DEPTH SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER, OR SOIL SPECIALIST. THIS SHALL INCLUDE, AT A MINIMUM, INFORMATION ON SOIL TEXTURE, DEPTH TO SEASONAL HIGH WATER AND THE OCCURANCE OF MOTTLING AND IMPERVIOUS LAYERS. THE REPORT SHALL ALSO ADDRESS POTENTIAL DOWN GRADIENT IMPACTS DUE TO INCREASED HYDRAULIC LOADING ON SLOPES AND STRUCTURES. IF THE SOILS REPORT IS APPROVED, THE INFILTRATION SYSTEMS SHALL BE INSTALLED PRIOR TO OCCUPANCY OF THE RESIDENCE. 16. ALL BUILDING DOWNSPOUTS, FOOTING DRAINS AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE APPROVED PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS ON FILE WITH THE CITY OF FEDERAL WAY PUBLIC WORKS DEPARTMENT (F.W.P.W.D.) UNDER PROJECT No. SUB92-0005 AND ALSO SEE 91-0001. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION FOR ANY BUILDING. PERMIT. ALL CONNECTIONS OF THE DRAINS THAT MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT OWNER. ALL STORMWATER CONVEYANCE FACILITIES FROM INDIVIDUAL LOTS TO THE CATCH BASINS IN THE STREETS SHALL BE OWNED AND MAINTAINED BY THE INDIVIDUAL LOT OWNERS. 17. A GEOTECHNICAL/SOILS REPORT SHALL BE SUBMITTED WITH EACH BUILDING PERMIT APPLICATION FOR ANY LOTS CONTAINING SLOPES IN EXCESS OF TWENTY PERCENT. 18. DURING THE COURSE OF CONSTRUCTION OF ANY LOT WITHIN THIS SUBDIVISION, STUB -OUT INVERT ELEVATIONS FOR STORM DRAINAGE AND /OR SANITARY SEWER SHALL BE VERIFIED BY THE INDIVIDUAL LOT BUILDER OR OWNER TO PROVIDE THE NECESSARY SLOPE FROM THE PROPOSED HOUSE. 19. ALL REAR LOT AND TRACT CORNERS HAVE BEEN STAKED WITH 1/2-INCH BY 24-INCH REBAR AND PLASTIC CAP MARKED "LS 22962". CORNERS ABUTTING STREETS HAVE ALSO BEEN MARKED AT THE BACK - OF THE CONCRETE CURB WITH A RAMSET NAIL AT THE STREETWARD PROJECTION OF THE LATERAL LOT LINE BETWEEN THE LOTS. 20. ALL HOMES LOCATED WITHIN THIS SUBDIVISION SHALL BE PROPERLY SOUND INSULATED TO ACHIEVE A LEVEL OF 45-LDN WITHIN GENERAL HABITABLE SPACE AND 40-LDN WITHIN BEDROOMS CONSISTENT WITH THE UNIFORM BUILDING CODE AND OTHER REGULATIONS, AS REQUIRED BY THE BUILDING OFFICIAL. 21. FOR THOSE LOTS THAT HAVE BEEN FILLED DURING SUBDIVISION CONSTRUCTION, THE HEIGHT OF FUTURE STRUCTURES SHALL BE MEASURED CONSISTENT WITH CITY CODE DEFINITION OF AVERAGE BUILDING ELEVATION (EXCEPT LOTS 60 - 66). THIS REQUIRES HEIGHT MEASUREMENT FROM THE GROUND ELEVATION PRIOR TO ANY CONSTRUCTION ACTIVITY AS FOUND ON THE CIVIL ENGINEERING PLANS BY JAEGER ENGINEERING DATED APPROVED BY THE CITY OF FEDERAL WAY ON APRIL 22, 1996, AND ON FILE WITH THE CITY. 22. LOTS 60 - 66 ARE SUBJECT TO THE TERMS OF THE HEARING EXAMINER APPROVAL OF THE HEIGHT VARIANCE ON FILE WITH THE CITY OF FEDERAL WAY UNDER FILE No. UP498-0003. ADDRESSES LOT No. ADDRESS 1 28202 26TH AVE S 2 28210 26TH AVE S 3 28230 26TH AVE S 4 28250 26TH AVE S 5 28280 26TH AVE S 6 28310 26TH AVE S 7 28334 26TH AVE S 8 28358 26TH AVE S 9 28386 26TH AVE S 10 2460 S 284TH PL 11 2432 S 284TH PL 12 2422 S 284TH PL 13 2412 S 284TH PL 14 2398 S 284TH PL 15 2380 S 284TH CT 16 2372 S 284TH CT 17 2358 S 284TH CT 18 2344 S 284TH CT 19 2336 S 284TH CT 20 2322 S 284TH CT 21 2310 S 284TH CT 22 28371 23RD AVE S 23 28357 23RD AVE S 24 28313 23RD AVE S 25 28281 23RD AVE S 26 28251 23RD AVE S 27 28211 23RD AVE S 28 28189 23RD AVE S 29 28167 23RD AVE S 30 28123 23RD AVE S 31 28087 23RD AVE S 32 28088 23RD AVE S 33 28124 23RD AVE S 34 28164 23RD AVE S 35 28302 23RD AVE S 36 28360 23RD AVE S 37 28388 23RD AVE S 38 2377 S 284TH PL 39 2395 S 284TH PL 40 2415 S 284TH PL 41 2437 S 284TH PL 42 2449 S 284TH PL 43 28391 26TH AVE S 44 28363 26TH AVE S 45 2510 S 283RD PL 46 2496 S 283RD PL 47 2452 S 283RD PL 48 2430 S 283RD PL 49 1 2 41 4' 283RD;PL 50 2410 S 283R; PL 51 2402 S 283RD PL 52 2400 S 283RD PL 53 2411 S 283RD PL 54 2433 S 283RD PL 55 2455 S 283RD PL 56 2477 S 283RD PL 57 2499 S 263RD PL 58 2511 S 283RD PL 59 2515 S 283RD PL 60 28072 26TH AVE S 61 28036 26TH AVE S 62 28016 26TH AVE S 63 27998 25TH PL_S 64 27982 25TH PL. S 65 27944 25TH•PL S 66 27920 25TH': P6: S SHEET 8 OF 8 SPECIAL EXCEPTIONS PER PACIFIC NORTHWEST TITLE COMPANY PLAT CERTIFICATE ORDER No. 340744, DATED: OCTOBER 19, 1998. 1. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: PACIFIC TELEPHONE AND TELEGRAPH COMPANY PURPOSE: RIGHT TO ERECT AND MAINTAIN POLES, WIRE AND FIXTURES APPURTENANT TO ELECTRIC POWER TRANSMISSION LINES AREA AFFECTED: PORTION OF TRACT 'G' RECORDED: APRIL 15, 1924 & AUGUST 4, 1924 RECORDING No: 1857062 & 1901219, RESPECTIVELY 2. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: PUGET SOUND POWER & LIGHT COMPANY, A WASHINGTON CORPORATION PURPOSE: AN UNDERGROUND ELECTRIC DISTRIBUTION SYSTEM AREA AFFECTED: THE CENTERLINE OF GRANTEE'S FACILITIES AS CONSTRUCTED OR TO BE CONSTRUCTED, EXTENDED OR RELOCATED DATED: AUGUST 31, 1996 RECORDED: AUGUST 2, 1996 RECORDING No: 9608020828 3. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: WASHINGTON NATURAL GAS COMPANY, US WEST TELEPHONE COMPANY, AND TO TELEVISION CABLE COMPANY PURPOSE: UTILITIES AREA AFFECTED: A RIGHT-OF-WAY 10 FEET IN WIDTH, HAVING 5 FEET OF SUCH WIDTH ON EACH SIDE OF A CENTERLINE DESCRIBED AS FOLLOWS: THE CENTERLINE OF GRANTEE'S FACILITIES AS CONSTRUCTED OR TO BE CONSTRUCTED, EXTENDED OR RELOCATED RECORDED: AUGUST 2, 1996 RECORDING No: 9608020829 4. RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY: RESERVING AND EXCEPTING FROM SAID LANDS SO MUCH OR SUCH PORTIONS THEREOF AS ARE OR MAY BE MINERAL LANDS OR CONTAIN COAL OR IRON, AND ALSO THE USE AND THE RIGHT AND TITLE TO THE USE OF SUCH SURFACE GROUND AS MAY BE NECESSARY FOR MINING OPERATIONS AND THE RIGHT OF ACCESS TO SUCH RESERVED AND EXCEPTED MINERAL LANDS, INCLUDING LAND CONTAINING COAL OR IRON, FOR THE PURPOSE OF EXPLORING, DEVELOPING AND WORKING THE SAME. AREA AFFECTED: PORTION OF TRACT 'G' AND OTHER PROPERTY RECORDING No__209726__&_21862Z8 NOTE: NO EXAMINATION HAS BEEN MADE TO DETERMINE THE PRESENT RECORD OWNER OF THE ABOVE MINERALS, OR MINERAL LANDS AND APPURTENANT RIGHTS THERETO, OR TO DETERMINE MATTERS WHICH MAY AFFECT THE LANDS OR RIGHTS SO RESERVED. WATER METER, AIR VAC ASSEMBLY AND HYDRANT EASEMENT DETAILS NO SCALE STREET MARG\N ENS 5' �SEM 5' v 55' DETAIL A STAMP NOT VALID M . 9R WASy��y'�y p _-A � J F 34134 of/0LAN EXPIRES: 14 FEB 2000 STREET MARGIN MEND EPS� 5' S' 5' 5' DETAIL B ALL ANGLES SHOWN THUS ARE 90' (R) RADIAL DALEY-MORROW-POBLETE, INC. 1215 CENTRAL AVENUE SOUTH, SUITE 133 KENT, WASHINGTON 98032 PHONE: (253)854-9344 (FAX)854-6663 ENGINEERINGYING LAND PLANNING incorporated 97215 26 JAN 99 - I .::< I'+/ed.'FE 0 , 19961 HERITAGE WOODS.,DIVISION 1 PORTIONS OF SECTION 33, TOWNSHIP 22 itbRTH, RANGE 4 EAST, W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON A.F. *7702140525 VACATION OF OLD MILITARY ROAD PARCEL OA \ PARCEL O EASEMENTS PARCEL C A.F. *9608020828 (P,S.P.&L.) 0 0 PARCEL A.F. #9608020829 (W.N,G.) OD PARCEL 0 p ` i (PER LEGAL DESCRIPTION h SHEET 6). r�Q \� ❑ DENOTES TRACTS CREATED �Q BY THIS PLAT �; • y�e o 00 Q . AREA AND s� Sseoq 0026 SENSITIVE OPEN SF ACE c� titi �6 , 5 TRACT r0 ° TRACT❑E s 6Sq ��0\ 00 Ik r, ti'„ Qo 76,145 183,527 S 040 � J O• OWNED N 4& O ;' �j• `� 3 MAINT'D x j C 0025 61 G: BY PLAT OF SCARBOROUGH DIV. 2 60 \\ �r's, 44 H'0'A'r� �S`g� STORM _ ? �'�. Ego 2g" 8 / DETENTION �\ C'�� / A `\ k\ 42 A�9 �Z 6i FAC'ILITIES �h 0 Qp �9 ON o� TR.:H To BE 51 54 / 55 r 56 1 57 '\ 58 59 4 i s, a' gg O DEEDED TO 388°23'27"E 411.28, 36/ ITY ��F - o° _ PORTION OF PARCEL D MONUMENT DESTROYED n� CONC. 3� ^ r 37 0 — — NEW FENCE POST AT 5 F- 30 / MON. Y � ,-,,3oocQ,4� WAY \��' / S88023'41"E 42.13' PLAT CORNER _ _ 29 31 / 34 y �- 38 39 ��4°0,Y 00' F 6�0\1 S35022'32"W 74.94' r 32 33 I - 4 ° - _ 28 � 4 ~ > r- S. 280fn• PLACE / — L z 13 \ l 20 TR. OWNED ANC MAINTAINEL Q S _ 27 \ V � 21 it w 7 \ 9Y HOME OWNER;; AC00C. \ /D' Cr ; 22 \ I a 0 12 l 26 / 19 8 6 TRACT0 L s� z 23 I - o -- N 198,971 -S.F. �� Lro O �- I 5 25 24 17 18 9 -- -. 9� --SENSITIVE AREA ro0 oti J I_-- "- ( a �" 45- •AND OPEN SPACE w 16 I I rV` 10 �-_ 4 �- , 41 a N w _ ` OPEN T OLD MILITARY J 9 a 15 I II; SPACE 3 ROAD(VACATED o ' A.F. 07702140525) y� ----j— 6 NRR°SF'I'"W 14 I 13 178,540 S.F. ti Q 5 110,00, I _R13000 C= I S. o� P / 3 OPEN S�3°o,0 ,/'503S 3B ' 282nd ST' ��•)� �O �4 r SPACE M �� S S o A� Q` DEEDED TO ;�, - s4o Op, o ^h ^� Q L a CITY OF3' 3�, 2 \ 3 M ° FEDERAL WAY - Ni-°�I'41"W N�/ II).J0' -- tl-I ti SR8056'1-7„E R=-O00, 45 S74056'27"E I A=`-024'46" / o� z MO IJq.?4' 1 B- N43045'56.0"E 1.44 61�.834,S.F. N'1` - z 43 FUTURE, 0 42 DEVELCPME!NT ,`-j— R=2a50,o0' �.� i o 2� o** SEWER AND WATERMAIN EASEMENT w A=01 41'53"a �52g 00�4 �Q �<v TO BE VACATED WHEN 26fh• AVE S. � 37 / 3C L= 7.41' I �� fy, �9 �<v�p / BECOMES PUBLIC R/W DURING SCALE 1" = 200' � RECORDING OF DIVISION 2. _j 20' PERMANENT SANITARY___'------1 LL SEWER & WATER EASEMENT I 258.74' 0 35 66.13' SO" 200 100 0 200 258.74' GRAPHIC SCALE Q 411.27' i k'� N88018'51"W J 34 N8803W23"W 411.27' S08055'53"E NAIL AND TAGGED N8801851"W 87.03' LEGEND _ LS 6228, TOP OF 21 17 ( I 2O OLD MILITARY WOOD FENCE POST PLAT OF LAURELWOOD NORTH N0- 3 ROAD R/W e CONCRETE MON, WITH BRASS PLUG IN IRON CASE. 0 2" IRON PIPE FILLED WITH CONCRETE WITH BRASS Pt.I it ALL FRONT AND REAR LOT AND TRACT CORNERS STAKED WITH I/2" REBAR AND PLASTIC CAP MARKED LS 6228. ALSO FRONT CORNERS HAVE P.K. NAIL IN CURB ON LOT LINE EXTENDED. FND. r/4 CORNER F © � REBAR AND PLASTIC CAP. N88o23'41"W 2,643.20' � p 33 � CONC. MON. 1994 ,' �` ��99000NC, MON, ,O`Copper Tack `© .'�r� �� ^ ❑ Q---------- - --OERE- � E FB /� oo r� A, o ; M P� M 0 �v � FND. MON, IN — O CASE 1990 N - 752.220 FND. r/16 CORNER M iI i N88o18151"WV 2,641.34' — CONC. MON. 1990 - © DENOTES ORIGINAL PARCELS N88036'23"W ai w I I I w — C DENOTES TRACTS CREATED 689.92' 244 55'—°M. N BY THIS PLAT _ ✓I ihM 0I to A -. FND. MON. IN' CALL D. oLP O O c� N �� CASE 1950 O M �? (S (B) Z Z v FND. MON. IN N88014'01"W _2,639.48' FND. SECTION CORNER CASE 1990 S. 288th• STREET MON. IN CASE 1990 SECTION BREAKDOWN BASIS OF BEARING - K.C.A.S. N.T.S. BENCHMARK: VERTICAL DATUM BASED ON K.C.A.S. BENCHMARK USED: BRASS CAP MONUMENT LOCATED WEST OF THE INTERSECTION OF S. 288th• STREET AND MILITARY ROAD, B.M. #125 ELEV.= 483.76'. 7W NO. SUB 92-0005 and see also 91-0001 LAND SURVEYOR'S CERTIFICATE: SURVEYM S'�EAL DRYCO SURVEY and MAPPING INC. < I RECORDING CERTIFICATE: BUSINESS NAME:0 1 hereby certify that this alaf of 11F�-:a;,;- WOODS DIV kEC0RDINC Nc. �1Q��ko 0\4 s based ipon an aclunl navF.y and utdi isio;i ct Seciic .` ADDRESS: 31218 PACIFIC HIGHWAY S. Filed for � cord nt tle ro uF:st of Ihn. I-edernl wny City Comcil nwn hip 2Z North, nrgc 1 Easf, W �., t`•ot thF courses enr. 1 "� __--_----.-.-_-.-.--.---•----.------------------ a }his w � ..day of ��~� 190� _ . _- •een set�gndnthacw,' . ,,. rr ; l; tt�ercr. � �� tf r , .,er,r, hcve r,; l ��. minufns past .4,0_._ rr. and r orde in ✓okime. r, t the lot and block r-orners have been staked - - ��• f Flats of poges_,__��, o';gh_��____ correctly on the ground and that I have filly comr)lied with �.` -�� ? CITY, STATE: FEDERAL WAY WASHINGTON 98003 `1q 4 - ,ecords of King County W osh,ingfor:. the provisions of the platting regulotior:s. i/ F. �. ) -0 ' (kr � PHONE NO- (206) 838-1937 DIVISION 01-RECORDS 4ND E:t.E 10r,1--------- --- _.- - - - ---- J ,\.�rZi /,1 �,�v�w5 �./a6- g Mona Superintender\ of kec .d - SHEET �j OF -SHEETS m George W rysdn�e, F.i �. r,i?i� "ri, ------.___------------------ Iwe6. reb ! -Ii '�"I, I HERITAGE WOODS DIVISION 1 PORTIONS OF SECTION 331 TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON co o3cn4osoSEE SHEET 4�„m38 \I�, � �' I \ 39 � ,� N W w o Iwm "o (_------- OL110260g0? \1\ Q= b�pM p � � � Im m c0 L w 130 S 280th 3''' Z w I PLACE `°0�- ' TO o I L _ . W o `n 1 �' �'o. R= 25 .06 J, % W o i d 26004 6S < 3 / � 0 1.0 0 0000 31,. o gi ti t b co 46 TRACT 0 N 0 FUTURE � a o � o 0•3` DEVELOPMENT �. o p c'�; 43,120.6 S.F F. � vF 11 6 \ 8,481 S.F. \4cp � 05�� °�� TRACT ❑D SENSITIVE AREA IS77�3� , 5 k �`�' ANb OPEN SPACE 02'1E 3 198,971 S.F. 7,828 S.F. N N-(p° �.1. a �\ °o`so �-' °Ap"`N �.�,�2 o M �Zoij OWNED Aff��D N,�AINTAINED BY S�2 00 ? 2A 45 C°1n°, %� HOME OWNERS ASSOCIATION 7,232 S.F. / 100' BUFFER 4 � �L O _- _F.F. 44 1.0 ,�-�L�'�i� J' \ 0 6' o / 30' STORM '%_ 7.205 c F. -- - - 2/ po o ' �c� �G,3 R��/ DRAINAGE \... / OLD MILITARY ROAD `\-7 G o .: J �j / EASEMENT (VACATED A.F. 07702140525) 'L° A 0 d ,1 c y' / TO CITY OF �. �% IIo.DO / !�� FEDERAL WAY Q r) \o 0 i,� 7.632 S.F. TRACT 1 a FIRE HYDRANT ' LA OPEN SPACE -1-b BE DEEDED TO CITY OF FEDERAL WAY 174,540 S.F. TRACT C TR.F 43 4 42 TR. ; TRACT F 36 41 H ��. N 30T j --f 35 37 a0 a Zg 3I 33j34 36 39 1 28�. 32 L _ TR. 27 �2 21 20 7 TRACT o 24 �11,17 lad f 9 S a ' 6 10 a\45 �14 / 13i2� 2 TRACT A TRACT G I SHOWN THIS SHEET 0000 DENOTES HOUSE NUMBER • DENOTES CONCRETE MONUMENT WITH BRASS PLUG IN IRON! CASE, FW NO. SUB. 92-0005 and see also 91-0001 25' o� S76°36� 4T"� EASEMENT �Wetland 'F" fto N / O f I- r - 6� to 0 "-� 10 2 0 r ct rn M It t „ o � 7,426 S.F.a J � �� N �� O ti z S83°41'S6"�V 1 d \�v SCA'O//VG pp"110.00' o wEr Cho\AT�D BUFFW�TNIN Q-�C' / �' CITY LgN�s R S'�q BOO �� o i` _ `v �` qp YA E 0 0 TJ \L`�45 P VET // / 80, of 2 _ o N a=i S�, r N�Oo/0 0��' M n o R '48.39 �9 26 c.0 a N / 2S pO% f o `�.��8 4g,, O 64 26�\ Oo a c') o' o� � 3:1. Q cam' of / SCALE 1" = 50' C OFV FUT % ) so, �R O 50 25 0 50 OIoMF /� GRAPHIC SCALE tir � BENCHMARK: i VERTICAL DATUM BASED ON K.C.A.S. BENCHMARK USED: BRASS CAP MONUMENT LOCATED WEST OF THE INTERSECTION OF S. 2880L STREET AND MILITARY ROAD, B.M. 0125 ELEV.= 483,76'. SURVEYOR'S SEAL ' vu :,epw2e 2(q8 BUSINESS NAME: DRYCO SURVEY and MAPPING INC._< ADDRESS: 31218 PACIFIC HIGHWAY S. __.--... ----------- -------------------- i CITY, STATE: FEDERAL WAY, WASHINGTON 98003 - �- ------------------ -- PHONE NO.: (206) 838-1937 ------------------------------ SHEET - 2 - ----. OF ---- 8 i --- _ SHEETS (Wed. Feb. 07, 19961 HERITAGE WOODS D I PORTIONS OF SECTION 33, TOWNSHIP 22 NORTH, CITY OF FEDERAL WAY, KING COUNTY, vision I RANGE 4 EAST, W.M. WASHINGTON 42 PLAT OF SCARBOROUGH DIV. 2<� ;`�1�,�'D� °� j�P/- vo9 \ o VOLUME 132, PAGES 47-48 757561 ; Jai v !` /o�N�' 2402 r'O % �r ; o�bt f,\ 36 4 1 51 i54 \ �hh, / ✓ �, N o 55 56 I 57 \ 58 59 I pp / ti�96 11,078 S.F. o �� 6�, T i'. `• r�; `�� T' { I \ \ \ �� / Od � F.F. 466.0 n� In N� 0) 37 S88023'27"E 411.28' F.F. i Itr�r 70.80' �e.K.' NA:!. i�)I.i�F' �� ;>0 I 7,750 S.F. 0 � _ 15 -- --- 'N E` rosT---------------'�---9h.4- --- 40 9� � _ - 0``rr Z o 0 8,703 S.F. 466.0 2 4(� 10' PRIVATE DRAi1NAGE ", EASEMENT :SEE NOT 16 SHT. 5) 35 "� —Y ' f� S?9°58_I?"W_-------------4------------ ��------------- .,� o�' rp �L �° O > Q ' I — r 54.80 F.F. 2326 �" r . 55. 19' �/v �_ 6, w' �, , ;;� p �� c� Q O m 483.5 ( 2338 / \ �i1 2356 -' 1 2374 �� ' �s1 All/ �0�; a J �0 , `3 0�� Asa F- � r s F.F. j Q -� . S 484.0 \ 0 - ? <� <a - - - - N - 99,E p, h� h �' 29 Y' 33 - 34 a,. o R=50,001 ,�o ` a a r" �� 2342 i� t` In �60�� .9.3 F. ^ \' 3 0 ° _ " - O 9. 3 61 F . (T, _ 3 1 "�, -' _ g F78 S.F. 3g., L,I QO O _ = Nj� 10,431.3 S.F. �' �= '_' �, 48 ,.F. - rn. ., z �' o�n�Oi. 1. \`` o ,23.5� A= 14022' 19" il _L N- m r ? 2298 V, o .� �' J �� "L 32 0 o z O `r 0= 81033'S9" w L=12.54' 38 cc cD M O - U=81o3?'59 -- p �`. 39 N w i` rr j \ d L=35,59' M s 'F r Y''t 'q \ �J M ' ,z7� S.F, a o ?,211, J M L=35.59' „ „ o �o �'� ` \ j o 6 12 5 52.44 O 6? .84 2h r� p r'S 52. 81' Z 14 o a8 u �2 tv O � 1 w 1 28 00 9' U' 588023' 27"E \`' Q 3 _-- - 7 _ _ 2 5 3.6 3' o !� o M o 1 2284 ;_ z4^_C r D �' 05,/� ,- -N 126.63' - � 127.00' - —io 0 fit/ z — z� — �, S. 28Oth �,o ct, /121911 S.F. ��.�,., vl z R,,2 0 PLACE 1 0 _ `''� cli LU (f.f. 4835 I10.78' `5.00' i 76.63' S 0 z dM I o, ,p� ©. 2I°Qg 21 �= 01055' 05" r` p - L= 8.00' z N M 2272 �F ram% 200� * 0 1 5�' N o0 Q=01050 01"* 0 13 rD 1 �' �,� `�� ' % �� OO c ' d co 2385 20 '`' M o 7 2419 cD w - �� c' 0 2 I N co _', 00 0 w U� O J 0 m 0 00 Z r�i 27 0 \� �`L hO. �: \o \`' 7,235 S.F. rn �; M O o * L° wLLJ �\ �� ,' o. p,• , L �' z w 28003 „ „ It rn F- „ s ,,� - N88023 27 W ° ►� W �- o Z 7,566 S. . J �I LD Q ,.'47.? k x•�� N `\ '- N , c F. , M =w ° 110.0 28004 TRACT W w S.F . k , ', r / cr /�; 22 ��, . 65 rr 110.00 0 w -_ w 1 ti > - �. \ `': c9 C) Q �cn S88023'27"F N a _ \ 0 0 w w f� I _ y ^ O - c� r� Q 12 /� a *'* ` ?,�G\ J �( }\ �. JI \ 2351 ZCC) 7.205 S.F. C- 8 28018 OPEN i w o I 26 , Y .; : w, �� s �oz � SPACE 27,4 j J r r u' �� 48.09' 0 7'?Z"t I yC-• C° 7,205 S.F. M 0 o-' > - - - - - <' �(" 23 G�oZ �'--6 7.1I I T- II 9 . II I d„ r7b 1.�DEEDED TO Q > _ f .260 iF� = r ;��\ ,, .�J _ _2 N o S88023'27"F CITY OF ; . 28131 9z.00 , _ FEDERAL WAY 1- 1 /� '� lrn 28081 9.75' In r, - 110,00 p > 5,9�. '' /; �i'>, 3�� M �46 0 178,540 S.F. 25 2go r >, ,r Q�, 17 _ p o j — � � Q 5 �* r� c� - _ - 1 v c „ 11 `� 28042 r r '0 „ cf 24 ?eps rL 7. F. U m 81344 S.F. ') i'-41-mot N ry ,,_r� F. � 28139 p O O N 112.12' 0 r. OAS ��, o z rn - o ^ o O I JI.Z S 0 u) O 0) �, o t zf I6 1 Oz�' ; , 0 % N N N " ,M �h 0 �00 �OON(L / �) _ - =8054'IF„ w La „ �� O co / / 28086 t G,35P ^.F F. "too '� �� v 1 0 .4i' 10 I coo N /°3s0c'S,, R=25.0 c's ��rti SS 7, F. II /� o I I '► 3) z �� OF' oSrO bra 06,1 ��'Y'0 _ 5 Ii ' o , F'25„ � R°�i2� .Lti I o I 15 , z5.J0' 2'l° ah° �O S� TRACT ©i oI .. 8,?4 4 , ~�° 7,26F. S.F. FUTURE DEVELOPMENT ?� ''�9 i 28132 O o, oI w ��0 9Z J a sz S0 12 h� 5' TEMPORARY" � ; � \2 x �� NCI r `�^teo - c9 Q; 8,222 c r \ -� -`-I �- WATERMAIN ff, 4 ) r 0 c� EASEMENT o � - _� w U' ��r' ��' [2?8 444 � o 14 w - m, 1511 10,36� 7.F. ' rI �I \/ r� F �� c') 0 13 110.00' rr / I'I �"W 0 7.611 S.F. -F' / / SCALE I" 50' =I5.00 1- PERMANENT �`� / 0355 Z WATERMAIN EASEMENT .� / �„ cj? 50 25 0 50GRAPHIC FCALF � l TRACT SHOWN THIS TR ` as SHEET a2 T�. TRA(,T r 36 41 •1 � TRACT 0 vv 2& s; �� - s; -' 40 se OLD MILITARY ROAD OPEN SPACE ��-' (VACATED A.F, #7702140525) 20 27 .1 22 21 ' % TR. t+ E / 1 .21 2s` z4, TRACT L DEEDED:'.Q r G� CITYOFFEDERAL WAY 14 ' _12 �3 2 BENCHMARK: r TRACT A J ** WATERMAIN EASEMENT TO BE VACATED / VERTICAL DATUM BASED ON K.C.A.S. yy WHEN 23rd• AVE. S. BECOMES PUBLIC R/W DURING RECORDING OF DIVISION 2. / BENCHMARK USED: BRASS CAP MONUMENT LOCATED WEST OF THE INTERSECTION OF S. 288th- STREET TRACT G I / AND MILITARY ROAD, B.M. *125 ELEV.= 483,76'. I SURVEYQQ;,� SEAL BUSINESS NAME:_ DRYCO SURVEY and MAPPING INC. < 0000 DENOTES HOUSE NUMBER ------------------------------ ADDRESS: 31218 PACIFIC HIGHWAYS. -- -- PACIFIC - - ---- - - O r CORNER LOTS WHICH MAY BE NUMBERED ON EITHER ROAD ACCORDING TO THE FRONT ENTRANCE ORIENTATION. !\�' DENOTES CONCRETE MONUMENT ; CITY, STATE: _ FEDERAL WAY, WASHINGTON 98003 WITH BRASS PLUG IN IRON CASE. ''j PHONE NO. : (206)-838-1937 FW NO. SUB 92-0005 and see also 91-0001 �'nnweg`. (� SHEET 3 . -- ---------- OF-----8 ------- SHEETS ' [Wed. Aug. 07, 19961 HERITAGE WOODS D I PORTIONS OF SECTION 33, TOWNSHIP 22 NORTH, CITY OF FEDERAL WAY, KING COUNTY, SCALE I'' = 50' 50 25 0 50 GRAPHIC SCALE BENCHMARK: VERTICAL DATUM BASED ON K.C.A.S. BENCHMARK USED: BRASS CAP MONUMENT LOCATED WEST OF THE INTERSECTION OF S. 288th' STREET AND MILITARY ROAD, B.M. 0125 ELEV.= 483.76'. VISION 1 RANGE 4 EAST, W.M. WASHINGTON s SHOWN THIS \ SHEET TRACT-C \ P 43 4 41 4 H , TRACT-E ' 36 35 37 40 \ 30 31 33 34 38 _ 39 32 21 20 I\ 7R. 2 22 19� F 8 -. / 6 > � J TAAcrt 24 17 18i 9 i g4 - 6 10 4 \ 15 3 / \ 12 14 13 TRACT -A ( 1 \� TRACT-G '- 5.4 6' 5.0' h v 1- N r- 05A I I I ' l.J R. in 0 /0 v O \ 04. \ O� \ '0 Nfo� .r '�F4F0 � Aq bo iI N / oc) 3 N'E��6� Sq "o TO� g � / te NE\ e°\o� 369 \F�F� .�88 86 �j� � ... � ®� / • / / °�d � MFINeo �'' /•d' 1 / ,\+, , yet\°`� � 7 6.14 5 S.F. r. TRAC [� •� s5 0� ``\ bdetlan ( ��/�/ ' ilk., �. � 6s m \� �\�03,3 58\ I c�h/ \ ' � -- — — — N29o14'36" '/' / I Iw • ;; I � Lu.OD N55050'40"E IS' SANITARY co m cc° U 15.00' v SEWER EASE. S34009'20"E 281.22' p S/M 69.77 65.00;- 146.45' , 17.06' I 27892 — — — I o i II 25 AREgOpE �� SOS �I U' 1 I OLD MILITARY Pe)w 7, 0 43 0 _ lJ, ''25 �`)" / �� og9, SF Sq _ NI ro o I ROAD (VACATED o _v o o 0 44 \\'o • 25 • •.''• .•gvFF�� x cis' / \ �S\g\46 56 ��.TqR i I I A.F. 0'77021405251 N o o in �, BUFFER - �� r o / o - ASS • /g qSF r o u. - 7,786 S.F. ,n N 7,800 S.F. o `� ,� r ' �� o �F I I Wetland /� p 9 o z z in --- -�/ !'J/ p \ �4s3 9 t� l r ~l ACrearea ion i TRACT [H1 FUTURE �/ �' I' I ' F.F.428.0 F.F.427.5 � ��--- FIRE HYD. DEVELOPMENT �/ �� EASEMENT 16,11 1.7 S.F. �35.CC' 60.00' F 5.00' n 78.74' L°56' 44" 2/ ��` �� I �. 0.42.00' R. TEMPORARY TURN 41' 7cl I� � 75.62' � AROUND EASE, TO CITY OF �_ ill I \ o cw _\ FEDERAL WAY(See Note le Sht. 5) N —05043'46" —r1 / 25th. N34o09'20"W%� f-ACE `n _ 00 —r-_— o TRACT a r1 55.00' l5."" ' N R`!, �O/o/96' 08'' U I� Ir / 71.76 a+� lito,: �� 8,698 S.F. - 4 42o g- \ 42 � 0 41 � 0 40 ;� 2'9e9 * o�. 10' PRIVATE o 0 0 O o ti DRSEMENT t - 8,250 S.F. 0 8,448 S.F. �� ° 4� 56. 3' Lf)o �-' 0 in i /�� 39 .3� 9�, 540°36 21,E / ' 27893 `o �0 o SEE SHEET 2 tn 27935 27967 0 1� SURV©F?'S EAL 8 5.6 375.00' 60.03 * 24e2 Q,� N34°09'20"W 160.63 �° !. ;. ►, 1 �\ i N32014147"W r 3 7 Ni 23 �e' I 38 29 ' r• �= z 0000 DENOTES HOUSE NUMEvR I / (- co CORNER LOT WHICH MAY BE NUMBERED ON EITHER ROAD ACCORDING TO THE FRONT ENTRANCE ORIENTATION. V 3' ® DENOTES CONCRETE MONUMENT Rxp��e5 2 /4$ FW NO. SUB 92-0005 and See also 91-0001 SEE SHEET 3 WITH BRASS PLUG IN IRON CASE. BUSINESS NAME:.DRYCO SURVEY and MAPPING INC.. C ADDRESS: 31218 PACIFIC HIGHWAY S_- _ --- i CITY, STATE: -FEDERAL _WAY,_WASHINGTON_.98003-- PHONE NO. : (206) 838-1937 ---------------------------------------- SHEET 4 _ OF $_----_ SHEETS HERITAGE WOODS DIVISION 1 PORTIONS OF SECTION 33 TnWNSN i p ninon-�, r,,,.�,.� LAST RTH, RANGE 4 EAST, W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON PLAT NOTES 1. THE MONUMENT CONTROL SHOWN FOR THIS SUBDIVISION WAS ACCOMPLISHED BY FIELD TRAVERSE UTILIZING A TOP GUN 2 SEC. THEODOLITE WITH AN INTEGRAL ELECTRONIC DISTANCE MEASURING UNIT. THE LINEAR AND ANGULAR CLOSURE OF THE TRAVERSE MET OR EXCEEDED THE STANDARDS OF WAC 332-130-090. 2. A GEOTECHNICAUSOILS REPORT SHALL BE SUBMITTED WITH EACH BUILDING PERMIT APPLICATION FOR ANY LOTS CONTAINING SLOPES IN EXCESS OF TWENTY (20) PERCENT. 3. DURING THE COURSE OF CONSTRUCTION OF ANY LOT WITHIN THIS SUBDIVISION, STUB -OUT INVERT ELEVATIONS FOR STORM DRAINAGE AND/OR SANITARY SEWER SHALL BE VERIFIED BY THE INDIVIDUAL LOT BUILDER OR OWNER TO PROVIDE THE NECESSARY SLOPE FROM THE PROPOSED HOUSE. 4. ALL FRONT AND REAR LOT AND TRACT CORNERS HAVE BEEN STAKED WITH A 1/2- INCH BY 18-INCH REBAR AND PLASTIC CAP MARKED "LS 6228". CORNERS ABUTTING STREETS HAVE ALSO BEEN MARKED AT THE BACK OF THE CONCRETE CURB WITH A DRILLED HOLE AND A "P-K" BRAND MASONRY NAIL OR LEAD AND TACK SET AT THE STREETWARD PROJECTION OF THE LATERAL LOT LINE BETWEEN THE LOTS. PLAT BOUNDARY STAKED WITH 2" DIA. PIPE FILLED WITH CONCRETE AND TOPPED WITH BRASS PLUG. 5. ADDRESSES SHOWN HEREON WERE PROVIDED BY THE CITY OF FEDERAL WAY PRIOR TO THIS PLAT RECORDING AND ARE SUBJECT TO CHANGE. EACH LOT'S ADDRESS WILL BE CONFIRMED BY THE CITY PRIOR TO THE OCCUPANCY OF THE DWELLING ON THAT LOT. IN SOME CASES, TWO PROPERTY ADDRESS NOTATIONS HAVE BEEN SHOWN FOR ONE LOT. THE ADDRESS THAT WILL BE USED WILL BE DEPENDENT ON THE LOCATION OF THE DRIVEWAY. 6. ALL HOMES LOCATED WITHIN THIS SUBDIVISION SHALL BE PROPERLY SOUND INSULATED TO ACHIEVE A LEVEL OF 45 LDN WITHIN GENERAL HABITABLE SPACE AND 40 LDN WITHIN BEDROOMS, CONSISTENT WITH THE UNIFORM BUILDING CODE AND OTHER REGULATIONS, AS REQUIRED BY THE BUILDING OFFICIAL. 7. TRACT 'A' IS DESIGNATED AS OPEN SPACE AND SHALL BE CONVEYED TO THE CITY OF FEDERAL WAY VIA STATUTORY WARRANTY DEED. 8. TRACT 'B' IS DESIGNATED AS OPEN SPACE/PEDESTRIAN PATH AND SHALL BE CONVEYED TO THE CITY OF FEDERAL WAY VIA STATUTORY WARRANTY DEED. 9. TRACTS 'C, 'D' AND 'F' ARE ENVIRONMENTALLY SENSITIVE AREAS AND ARE PERMANENT OPEN SPACE TRACTS. THE TRACTS ARE SET ASIDE AND RESERVED FOR PERMANENT OPEN SPACE FOR THE BENEFIT OF PRESENT AND FUTURE OWNERS OF LOTS IN DIVISION 1 AND DIVISION 2 WHEN RECORDED. NO BUILDING SHALL BE CONSTRUCTED OR LOCATED IN TRACTS 'C', 'D'. OR 'F' AND SUCH TRACTS SHALL NOT BE FURTHER SUBDIVIDED OR USED FOR FINANCIAL GAIN. ANY VEGETATION REMOVAL, MAINTENANCE OR OTHER ACTIVITY IN TRACTS 'C', 'D', OR 'F' REQUIRES THE PRIOR APPROVAL OF THE CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT SERVICES DEPARTMENT. 10. TRACT 'E' IS A DRAINAGE TRACT AND SHALL BE CONVEYED TO THE CITY OF FEDERAL WAY VIA STATUTORY WARRANTY DEED UPON COMPLETION OF THE LAST DIVISION OF THE PRELIMINARY PLAT OF HERITAGE WOODS, FOR OWNERSHIP AND THE CONSTRUCTION, MAINTENANCE, UPGRADING, ETC. OF THE .STORM DRAINAGE FACILITIES LOCATED THEREON. IN ORDER TO PRESERVE THE NATURAL INFILTRATION CHARACTERISTICS OF THE AREA, THERE SHALL BE NO DEVELOPMENT OF ANY ORGANIZED RECREATIONAL ACTIVITY FACILITY WITHOUT THE PRIOR WRITTEN APPROVAL OF THE CITY OF FEDERAL WAY DEPARTMENT OF PUBLIC WORKS OR ITS SUCCESSOR AGENCY. 11. "NATIVE GROWTH PROTECTION EASEMENT (NGPE) ARE AREAS WHERE NO VEGETATION AND/OR TREES ARE TO BE CUT AND/OR REMOVED, EXCEPT THOSE WHICH ARE DEAD, DYING, DISEASED, OR CONSIDERED A POTENTIAL SAFETY HAZARD. ANY VEGETATION AND/OR TREE REMOVAL IN THE NGPE REQUIRES THE PRIOR APPROVAL OF THE CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT SERVICES DEPARTMENT. NO STRUCTURE SHALL BE CONSTRUCTED AND/OR LOCATED IN A NGPE EXCEPT AS AUTHORIZED BY THE DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES." 12. TRACTS 'G', 'H' AND 'S ARE DESIGNATED FOR FUTURE DEVELOPMENT FOR SINGLE FAMILY LOTS (DIVISION 2). 13. THE MINIMUM FINISHED FLOOR ELEVATIONS SHOWN FOR LOTS 28, 29, 30, 36, 37, 43, 44 AND 45 WERE SPECIFIED ON THE APPROVED SANITARY SEWER ENGINEERING PLANS ON FILE AT LAKEHAVEN UTILITY DISTRICT. DEPENDING ON THE FINAL DESIGN AND LOCATION OF THE HOUSE ON THE LOT, THE MINIMUM FINISHED FLOOR ELEVATIONS MAY BE ADJUSTED BY THE BUILDER TO OBTAIN GRAVITY SANITARY SEWER SERVICE (i.e. IF THE HOUSE IS CLOSER TO THE SIDE SEWER IT MAY ACTUALLY BE ABLE TO HAVE A FINISHED FLOOR LOWER THAN THAT SPECIFIED). IN THE EVENT THE BUILDER CHOOSES TO BUILD THE HOUSE AT A LOWER FINISHED FLOOR, AND DRAINAGE TO THE SANITARY SEWER SYSTEM BY GRAVITY IS NOT POSSIBLE, THEN THE HOUSE WILL BE REQUIRED TO UTILIZE A PRIVATE GRINDER PUMP STATION APPROVED BY THE LAKEHAVEN UTILITY DISTRICT, LOT MIN. FF LOT MIN. FF LOT MIN. FF 28 483.5 36 466.0 44 427.5 29 484.0 37 466.0 45 441.0 30 483.5 43 428.0 14. THE VERTICAL DATUM FOR THIS PLAT IS BASED ON KING COUNTY AERIAL SURVEY (K.C.A.S.) BENCHMARK USED: BRASS CAP MONUMENT LOCATED WEST OF THE INTERSECTION OF S. 288th STREET AND MILITARY ROAD, B.M. #125 ELEVATION = 483.76' 15. A 10-FOOT NON-EXCLUSIVE DRAINAGE EASEMENT ADJACENT TO ANY ROAD FRONTAGE AND A 5-FOOT NON-EXCLUSIVE DRAINAGE EASEMENT ON EACH SIDE OF ALL PROPERTY LINES SHALL BE CREATED WITH RECORDING OF DIVISION 1. MAINTENANCE OF THE DRAINAGE EASEMENT FACILITIES SHALL BE BY THE LOT OWNER. 16. A NON-EXCLUSIVE DRAINAGE EASEMENT ACROSS THE REAR PORTION OF LOTS 25, 27, 28, 29, 30, 31, 33, 34, 36 AND 42 AS SHOWN ON THE PLAT MAP SHEETS 3 AND 4, SHALL BE CREATED WITH RECORDING OF DIVISION 1. MAINTENANCE OF THE DRAINAGE EASEMENT FACILITIES SHALL BE BY THE LOT OWNER. 17. PRIOR TO FEDERAL WAY PUBLIC WORKS DEPARTMENT APPROVAL OF FINAL PUNCH LIST ITEMS FOR MILITARY AND STAR LAKE ROAD CONSTRUCTION, NO MORE THAN TWELVE (12) SINGLE FAMILY PERMITS MAY BE ISSUED, AND NEITHER FINAL INSPECTION SIGN -OFF NOR APPROVAL FOR OCCUPANCY FOR ANY SINGLE FAMILY STRUCTURE MAY OCCUR, 18. THE TEMPORARY TURNAROUND EASEMENT TO THE CITY OF FEDERAL WAY SHALL BE REMOVED UPON THE DEDICATION OF 25TH PLACE S. TO THE WEST OF THIS PLAT. THIS EASEMENT REMOVAL SHALL BE CONCURRENT WITH THE CITY OF FEDERAL WAY'S ACCEPTANCE OF THE ROAD DEDICATION. 19. PRIOR TO OCCUPANCY, THE PROPERTY OWNER SHALL INSTALL STREET TREES BETWEEN THE STREET CURB AND SIDEWALK. ALONG THE LOT FRONTAGE, AS SPECIFIED IN THE RECORDED CONVENANTS, CONDITIONS AND RESTRICTIONS (C. C & R's) FOR THIS PLAT. THE SPECIFIC PLANTING LOCATIONS SHALL BE SHOWN AND APPROVED ON THE BUILDING PERMIT SITE PLAN FOR EACH LOT. ARTICLE D, SECTION 4 OF THE C. C. & R's MAY NOT BE AMENDED, MODIFIED OR DELETED WITHOUT THE APPROVAL OF THE FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT. 20. A 30 FOOT DRAINAGE EASEMENT TO THE CITY OF FEDERAL WAY AS SHOWN ON SHEETS 2 AND 4 THROUGH TRACTS D AND E SHALL BE CREATED WITH THE RECORDING OF DIVISION 1. v HERITAGE WOODS DIVISION 1 PORTIONS OF SECTION 33, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON LEGAL DESCRIPTION: PARCEL A: THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 33, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 33, SAID POINT OF BEGINNING BEING FURTHER DESCRIBED AS BEING THE CENTER OF SAID SECTION 33; THENCE S 88°23'41" E ALONG THE NORTH LINE OF SAID SUBDIVISION, 1183.23 FEET TO THE NORTH WESTERLY MARGIN OF THE "NEW" MILITARY ROAD, AS ESTABLISHED BY DEED RECORDED MARCH 15, 1939 UNDER KING COUNTY RECORDING NUMEs;ER 3035989; THENCE ALONG THE SAID MARGIN THE FOLLOWING THREE COURSES AND DISTANCES: S35022'32"W, 1505.88 FEET; S88°18'51 "E, 24.04 FEET; S35°22'32"W, 78.12 FEET TO THE SOUTH LINE OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 33; THENCE N88°18'51 "VV ALONG SAID SOUTH LINE, 314.29 FEET TO THE SOUTHWEST CORNER OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE N01103'43"E ALONG THE WEST LINE OF SAID SUBDIVISION 1316.39 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION OF THE SOUTH 65.00 FEET OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 33, LYING BETWEEN `I•HE "OLD" AND "NEW" MILITARY ROADS; AND EXCEPT PORTION LYING WITHIN "OLD" MILITARY ROAD, ALSO KNOWN AS JOHN RICE COUNTY ROAD NO. 127 AS ESTABLISHED ON JUNE 24, 1884; TOGETHER WITH THE SOUTH 15 FEET OF THE EAST 82.5 FEET OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 33; AND TOGETHER WITH THAT PORTION OF VACATED "OLD" MILITARY ROAD, ALSO KNOWN AS JOHN RICE COUNTY ROAD NO. 127 AND ALSO KNOWN AS HOLST ROAD, VACATED BY KING COUNTY ORDINANCE NUMBER 3055, RECORDED UNDER KING COUNTY RECORDING NO. 7702140525, MORE PARTICULARY DESCRIBED AS FOLLOWS: ALL THAT PORTION OF "OLD" MILITARY ROAD, ALSO KNOWN AS JOHN RICE COUNTY ROAD NO. 127, LYING SOUTHERLY OF THE NORTH LINE OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 33, LYING NORTHERLY OF THE SOUTH 65 FEET OF SAID SUBDIVISION, PARCEL B: THE EAST 412.5 FEET OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 33, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 15 FEET OF THE EAST 82.5 FEET OF SAID SUBDIVISON; ALSO EXCEPT THAT PORTION IF ANY LYING WITHIN THE PLATS OF LAURELWOOD NORTH NO. 3 AND LAURELWOOD NORTH NO. 4, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 83 OF PLATS, PAGE 59 AND VOLUME 87 OF PLATS, PAGE 8, RESPECTIVELY. PARCEL C: THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 33, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SUBDIVISION; THENCE N53°34'04"E 773.45 FEET; THENCE S58042'16"E 654.03 FEET; THENCE S44°15'44"W 207.55 FEET TO THE SOUTH LINE OF SAID SUBDIVISION; THENCE ON SAID SOUTH LINE N88123'41 "W 1036.71 FEET TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF LYING WITHIN THE FOLLOWING DESCRIBED PARCEL:COMMENCING AT THE SOUTHWEST CORNER OF SAID NORTHEAST QUARTER; THENCE N53°34'04"E 773.45 FEET; THENCE S58042'16"E 654.03 FT.; THNC. S44°15'44"W 134.87 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING S44015'44"W, A DISTANCE OF 72.68 FEET TO THE SOUTH LINE OF SAID NORTHEAST QUARTER; THENCE ALONG SAID SOUTH LINE N88023'41 "W, A DISTANCE OF 350 FEET; THENCE N44015'44"E, A DISTANCE OF 240 FEET; THENCE SOUTHEASTERLY TO THE TRUE POINT OF BEGINNING; (ALSO KNOWN AS A PORTION OF LOT 6,REDONDO HEIGHTS, ACCORDING TO THE UNRECORDED PLAT THEREOF). PARCEL D: THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 33, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID SUBDIVISION, THENCE N88023'41 "W ALONG SOUTH LINE THEREOF 204.34 FEET THENCE N44015'44"E 294.70 FEET, THENCE S01010-12"W ALONG EAST LINE OF SAID SUBDIVISION 216.74 FEET TO THE POINT OF BEGINNING, MINDOND, 4jQ1"=U; EXCEPT THAT PORTION THEREOF LYING WITHIN MILITARY ROAD SOUTH; (ALSO KNOWN AS LOT 5A; EXCEPT COUNTY ROAD, REDONDO HEIGHTS, ACCORDING TO THE UNRECORDED PLAT THEREOF). PARCEL E: THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 33, TOWNSHIP 22 NORTH, RANGE 4 EAST, W.M.,IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID NORTHEAST QUARTER; THENCE N53°34'04"E 773.45 ,+ FT.; THNC. S58042'16"E 654.03 FT.; THNC.S44°15'44"W 134.87 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING S44015'44"W, A DISTANCE OF 72.68 FEET TO THE SOUTH LINE OF SAID NORTHEAST QUARTER; THENCE ALONG SAID SOUTH LINE N88123'41 "W, A DISTANCE OF 350 FEET; THENCE N44015'44"E, A DISTANCE OF 240 FEET; THENCE SOUTHEASTERLY TO THE TRUE POINT OF BEGINNING;(ALSO KNOWN AS A PORTION OF LOT 6 REDONDO HEIGHTS, ACCORDING TO THE UNREC- ORDED PLAT THEREOF). CONTAINS 41.866 ACRES MORE OR LESS. SPECIAL EXCEPTIONS 1. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND POWER & LIGHT COMPANY, A WASHINGTON CORPORATION PURPOSE: ELECTRIC TRANSMISSION AND OR/DISTRIBUTION LINES TOGETHER WITH ALL OR CONVENIENT APPURTENANCES THERETO AREA AFFECTED: A RIGHT-OF-WAY 5 FEET IN WIDTH AS NOW STAKED OR CONSTRUCTED OVER, A C R O S S AND UPON T H E SOUTHEASTERLY 150 FEET OF PARCELS C, D, E AND OTHER PROPERTY RECORDED: OCTOBER 24, 1975 RECORDING NUMBER: 7510240520 2. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED: RECORDED: JULY 8, 1938 RECORDING NUMBER: 3003158 GRANTEE: COUNTY OF KING, STATE OF WASHINGTON AFFECTS: PORTION OF PARCELS C AND D ADJOINING MILITARY ROAD SOUTH (CONTINUED ON SHEET 7) DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST CITY OF FEDERAL WAY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS, AND/OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY THE CITY OF FEDERAL WAY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD THE CITY OF FEDERAL WAY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB -SURFACE WATER FLOWS WITHIN THIS SUBDIVISION OR BY ESTABLISHMENT, CONSTRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SUBDIVISION. PROVIDED, THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING THE CITY OF FEDERAL WAY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENCE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF THE CITY OF FEDERAL WAY, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN !7NESS WHEREOF we set our hands and seals. KbIrl Excavate' fn� Profit Sharing Plan and Trust • II , Seafrst gank • A • % %1: r _ • �' , ParkLane Ventures, Inc. ACKNOWLEDGMENT STATE OF WASHINGTON ) ss COUNTY OF KING ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT IV4j flf1Ift1bJ IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (S)HE SIGNED THIS INSTRUMENT, ON OATH STATED THAT (S)HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS I—PXSTfE OF EytA apm hftsIr somm ha4 TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED THIS DAY OF �� , 1997. NOTARY PUBLIC IN AND FOR HE STATE OF WASHINGTON, RESIDING AT SaWU& MY COMMISSION EXPIRES PRINTED NAME TOU9fr► Ill, StMW STATE OF WASHINGTON ) ss COUNTY OF KING ) I CERTIFY THAT.I KNOW OR HAVE SATISFACTORY EVIDENCE THAT I ti = �•'r r ` ;� r' IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (S)HE SIGNED THIS INSTRUMENT, ON OATH STATED THAT (S)HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS ' •'' • • ' " « +�• '` OF '�' ''•' Y '� �' ; = TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED THIS DAY OF <` r r r 1997 ell NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING AT K MY COMMISSION EXPIRES _ r .' PRINTED NAME ' o ' •' STATE OF WASHINGTON ) ss COUNTY OF KING ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (S)HE SIGNED THIS INSTRUMENT, ON OATH STATED THAT (S)HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS ' ' ' ' OF 1 •/ _ *,.I':. . •1 �'f:' " ' TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED THIS : ' DAY OF �-�' , 1997. NOTARY PUBLIC IN AND FOR THE $TATI= OF WASHINGTON',- RESIDING AT MY COMMISSION EXPIRES PRINTED NAME SURVEYOR'S SEAL BUSINESS NAME: DRYCO SURVEY and MAPPING INC. ADDRESS: 31218 PACIFIC HIGHWAY S. ilCIT`°, STATE: PHONE NO. : z!G>~ FW NO. SUB 92-0005 and see a I so 91-000I I e,0""` I SHEET FEDERAL WAY, WASHINGTON 98003 (206) 838-1937 6 OF 8 SHEETS HERITAGE WOODS D I PORTIONS OF SECTION 33, TOWNSHIP 22 NORTH, CITY OF FEDERAL WAY, KING COUNTY SPECIAL EXCEPTIONS: 1. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: The Pacific Telephone and Telegraph Company PURPOSE: Right to erect and maintain poles, wire and fixtures appurtenant to electric power transmission line or lines AREA AFFECTED: As now located or to be constructed over a portion of said Parcel A RECORDED: April 15, 1924 and August 4, 1924 RECORDING NUMBERS: 1857062 and 1901219, respectively 2. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: Puget Sound Power & Light Company, a Washington corporation PURPOSE: An underground electric distribution system AREA AFFECTED: The centerline of Grantee's facilities as constructed or to be constructed, extended or relocated, lying within the above described property DATED: August 31, 1996 RECORDED: August 2, 1996 RECORDING NUMBER: 9608020828 3. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: Washington Natural Gas Company, US West Telephone Company, and TCI Television Cable Company PURPOSE: Utilities AREA AFFECTED: A Right -of -Way 10 feet in width having 5 feet of such width on each side of a centerline described as follows: The centerline of Grantee's facilities as constructed or to be constructed, extended or relocated, lying within the above described property RECORDED: August 2, 1996 RECORDING NUMBER: 9608020829 4. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BY AND BETWEEN: Federal Way Water and Sewer, King County, a municipal corporation; and Parklane Ventures Ltd. DATED: January 25, 1993 RECORDED: February 3, 1993 RECORDING NUMBER: 9302031231 REGARDING: Developer extension agreement for sewer and water service Said Agreement was modified and/or amended by instruments recorded under Recording Numbers 9311290247 and 9510040430, 5. RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY: Reserving and excepting from said lands so much or such portions thereof as are or may be mineral lands or contain coal or iron, and also the use and the right and title to the use of such surface ground as may be necessary for mining operations and the right of access to such reserved and excepted mineral lands, including lands containing coal or iron, for the purpose of exploring, developing and working the same. RECORDING NUMBER: 209726 and 286278 NOTE: No examination has been made to determine the present record owner of the above minerals, or mineral lands and appurtenant rights thereto, or to determine matters which may affect the lands or rights so reserved. AFFECTS: Parcels A and B 6. Reservation of all coal, oil, gas and mineral rights, and rights to explore for the same contained in deed from Weyerhaeuser Timber Co., a Washington corporation. RECORDED: March 12, 1926 RECORDING NUMBER: 2151965 AFFECTS: Parcels C, D and E NOTE: No examination has been made to determine the present record owner of the above minerals, or mineral lands and appurtenant rights thereto, or to determine matters which may affect the lands or rights so reserved. 7. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED: RECORDED: July 8, 1938 RECORDING NUMBER: 3003158 GRANTEE: County of King, State of Washington AFFECTS: Portion of Parcels C and D adjoining Military Road South V I S ION I RANGE 4 EAST, W M WASHINGTON 8. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED: RECORDED: March 15, 1939 RECORDING NUMBER: 3035989 GRANTEE: County of King, State of Washington AFFECTS: Portion of Parcel A adjoining Military Road South 9. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: Puget Sound Power & Light Company, a Washington corporation PURPOSE: An underground electric distribution system AREA AFFECTED: As constructed DATED: August 31, 1996 (sic) RECORDED: August 2, 1996 RECORDING NUMBER: 9608020828 BUSINESS NAME: DRYCO SURVEY and MAPPING INC. ADDRESS: 31218 PACIFIC HIGHWAY S. ----------------------------- -------------- CITY, STATE: FEDERAL-WAY,-WASH-NGTON--98003 --------------I------------- PHONE NO. (206) 838-1937 ---------------------------------------- FW No. SUB 92-0005 and see also 91-0001 SHEET----7--- ---- --OF-- ____ 8- --- --SHEETS HER I TAGE WOODS D,l PORTIONS OF SECTION 33, TOWNSHIP 22 NORTH, CITY OF FEDERAL WAY, KING COUNTY, APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT EXAMINED AND APPROVED THIS DAY OF _ ll�n a rck 1997 ,-2 _(___ - CITY ENGI ER EXAMINED AND APPROVED THIS 4T�. DAY OF )M av�C � , 1997. FEDERAL WAY CITY COUNCIL EXAMINED AND APPROVED THIS 'Sf DAY OF , 1997. I^t � < ATTEST: le MAYOR, CITY OF FEDERAL WAY ITY CLERK KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS DAY OF e.�N , 1997. Q V _ �% KING COUNTY ASS SSOR D PUTY KING COUNTY ASSESSOR ACCOUNT NUMBER 33.276 - 0 402 0030; -0031; �0v3S FINANCE DIVISION CERTIFICATE I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED, DEDICATED AS STREETS, ALLEYS OR FOR ANY OTHER PUBLIC USE, ARE PAID IN FULL. THIS ��j DAY OF vc. 1997. FINANCE DIVISION 'a LAf_ MANAGER, FINANCE DIVISIO o o + e o n I �''� +4� �+ ..sac... • '/� 1 E A `0A i� 4coo9on+° Y 'W HINGl -o FW NO. SUB 92-0005 and see also 91-0001 DEPUTY vision RANGE 4 EASE, W WASHINGTON DOWNSPOUT NOTE Ill ALL BUILDING DOWNSPOUTS, FOOTING DRAINS AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE APPROVED PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS ON FILE WITH THE CITY OF FEDERAL WAY PUBLIC WORKS DEPARTMENT (F.W.P.W.D.) UNDER PROJECT NO. SUB92-0005 and also see 91-0001 THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION FOR ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT OWNER. ALL STORMWATER CONVEYANCE FACILITIES FROM INDIVIDUAL LOTS TO THE CATCH BASINS IN THE STREETS SHALL BE OWNED AND MAINTAINED BY THE INDIVIDUAL LOT OWNERS. PUBLIC AND PRIVATE DRAINAGE EASEMENT RESTRICTIONS STRUCTURES, FILL, OR OBSTRUCTIONS(INCLUDING BUT NOT LIMITED TO DECKS, PATIOS, OUTBUILDINGS, OR OVERHANGS) SHALL NOT BE PERMITTED BEYOND THE BUILDING SETBACK LINE OR WITHIN THE DRAINAGE EASEMENTS. ADDITIONALLY, GRADING SHALL NOT BE ALLOWED WITHIN THE DRAINAGE EASEMENTS SHOWN ON THIS PLAT MAP UNLESS OTHERWISE APPROVED BY THE CITY OF FEDERAL WAY PUBLIC WORKS DEPARTMENT. EASEMENT PROVISIONS AND RESERVATIONS A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO ANY PUBLIC AND/OR FRANCHISE UTILITY AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, AND THE CITY OF FEDERAL WAY, UNDER AND UPON THE FRONT TEN (10) FEET PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND PIPE, CONDUIT, CABLES, WIRES, WATER METERS AND FIRE HYDRANTS WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, CABLE T.V., TELEPHONE, GAS, AND OTHER UTILITY SERVICES TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AND TRACTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. THESE EASEMENT ENTERED UPON FOR 1 HESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION. NO UTILITY LINES SHALL BE PLACED OR PERMITTED TO BE PLACED UPON ANY LOT OR TRACT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING. LAKEHAVEN UTILITY EASEMENT DEDICATION A NON-EXCLUSIVE EASEMENT IS HEREBY IRREVOCABLY RESERVED FOR AND GRANTED TO LAKEHAVEN UTILITY DISTRICT FOR SO LONG AS IT, OR ANY ASSIGN OR OTHER SUCCESSOR IN INTEREST, SHALL OWN AND MAINTAIN THE UTILITIES REFERENCED HEREIN UNDER AND UPON THE AREA SHOWN ON THE PLAT AND DESCRIBED HEREIN AS "WATER EASEMENT" OR "SEWER EASEMENT" TO INSTALL MAINTAIN, REPLACE, REPAIR AND OPERATE WATER AND SEWER MAINS AND APPURTENANCES FOR THIS SUBDIVISION AND OTHER PROPERTY, TOGETHER WITH THE RIGHT TO ENTER UPON SAID EASEMENTS AT ALL TIMES FOR THE PURPOSE STATED, NO BUILDING, WALL, ROCKERY, TREES OR STRUCTURES OF ANY KIND SHALL BE ERECTED OR PLANTED. NO FENCING SHALL BE INSTALLED WITHIN SAID EASEMENT UNLESS APPROVED BY THE LAKEHAVEN UTILITY DISTRICT, NOR SHALL ANY FILL MATERIAL BE PLACED WITHIN THE BOUNDARIES OF SAID EASEMENT AREA. NO EXCAVATION SHALL BE MADE WITHIN THREE FEET OF SAID WATER OR SEWER SERVICE FACILITIES AND THE SURFACE LEVEL OF THE GROUND WITHIN THE EASEMENT AREA SHALL BE MAINTAINED AT THE ELEVATION AS CURRENTLY EXISTING. GRANTOR ADDITIONALLY GRANTS TO THE GRANTEE, THE USE OF SUCH ADDITIONAL AREA IMMEDIATELY ADJACENT TO SAID EASEMENT AREA AS SHALL BE REQUIRED FOR THE CONSTRUCTION, RECONSTRUCTION, MAINTENANCE AND OPERATION OF SAID WATER OR SEWER FACILITIES. THE USE OF SUCH ADDITIONAL AREA SHALL BE HELD TO A REASONABLE MINIMUM AND THE EASEMENT AREA AND THE ADDITIONAL AREA SHALL BE RETURNED TO THE CONDITION EXISTING IMMEDIATELY BEFORE THE PROPERTY WAS ENTERED UPON BY GRANTEE OR ITS AGENTS. SURVEYOR'S SEAL BUSINESS NAME: DRYCO SURVEY and MAPPING INC. +C ADDRESS: 31218 PACIFIC HIGHWAY S. CITY, STATE: FEDERAL WAY, WASHINGTON 98003 , PHONE NO. (206) 838-1937 cl SHEET 8 OF 8 SHEETS