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15-102547"/ A\ i^ f A/ � i A r i A - ELEVATION ,LEFT SCALE: 1/4" = 1'-0" .fRIGHT ELEVATION. SCALE: 1/4' = 1'-0" NOTE: REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN REFERENCES AND/OR INSTRUCTIONS PERTAINING TO EACH SHEAR WALL INDICATED IN THIS PLAN NOTE: CONTRACTOR TO VER11=Y ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DE61GNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. SURVEY EXHIBIT EDWARD BARNARD SURVEY & MAPPING 910 16TH STREET SW PUYALLUP, WA 98371 (253) 377-4098 LAND SURVEYING PLANNING & PLAT77NG 0' 20' 40' 60' 1 "-20' LEGEND MONUMENT FOUND AS NOTED • REBAR & CAP LS 48745 SET O SURVEY PIN FOUND AS NOTED 13ASIS OF BEARING PLAT OF REDO►LIDO BAY TRANQUILTY, VOL. 102, PAGES 93-94 LEGAL DESCRIPTION LOT 7, REDONDO BAY TRANQUILITY, ACCORDING TO THE PLAT RECORDED 1N BOOK 102 OF PLATS, PAGE 93-94 IN PIERCE COUNTY, WASHINGTON. TAX PARCEL N0. 720250-0070 SURVEYOR'S NOTES: 1. SURVEY PERFORMED BY FlELD TRAVERSE AND ELECTRONIC DATA COLLECTION USING EITHER A TOPCON GPT-3005W TOTAL STATION OR A LEICA TCRP 1205+ 3" ROBOTIC TOTAL STA71ON AND LEICA DATA COLLECTION. 2. CLOSURES EXCEEDED THE MINIMUM REQUIREMENTS AS ESTABLISHED BY WAC 332-130-090. 3. THIS SURVEY DOES NOT PURPORT TO SHOW ALL EASEMENTS OF RECORD OR OTHERWISE. RESUBMITTED JUL 28 2016 Legal Description: REDONDO BAY TRANQUILITY TGW UND INT PRIVATE ROAD A PLat Block: Plat Lot: 7 Parcel: 7202500070 Address: xxxx S. 293rd St Fedral Way, WA OWNER: Nazary Ivanchuk PHONE: (206) 353-8416 CONTACT. Alexey Ancheyev PHONE: 206-838-8250 253-820-0605 FAX. 206-838-8252 LOT ZONING: RS 5.0 BUILDING & IMPERVIOUS COVERAGE CALCULATIONS GROSS LOT AREA 9,622 Sq. Ft. IMPRERVIOUS COVERAGE CALCULATIONS Building 2,147 Sq Ft Driveway 424 Sq Ft Porch @ FRONT 24 Sq Ft Patio 218 Sq Ft TOTAL 2,813 Sq F IMPERVIOUS COVERAGE: 29.2% BUILDING COVERAGE: 22.3% R=115.00' 63,071 1 1 :1 1 000000 \ i I/ 11 do, � 111 I SILT FENCE \ �� 13� O / 1\\ / X �6 ST AM BUFY�\ I I \ Oo 1 � \ 10.00'UTIL. �� 0 EASM'T \ STORM DRIANAGE CONNECT TO EXIST ON STREET TREE LEGEND FIR TREE CEDAR TREE ALDER TREE MAPLE TREE EXIST. CURB CONSTRUCT. ENTRANCE ® PINE TREE (WESTERN WHITE) MADRONA TREE DWARF GLOBE BLUE SPRUCE (PLANTA MADURA) 5.98gal A� JAPANESE MAPLE(ACER PAMATUM) 4gal ELE (UNDER S / \ �J m \ I_ —D.S. 1, D.S. 0 / 1 R O OS�D�RESDT—N--� E, I 4- R. AB —EL. 2 0-.7'\ , l AS. SLAB 67. V OF TOP �9,1. EL. I i C0r 53.00'' n� I 28.29\ 1 DRIVEW� \ C,�O ' \ I 6? I 1 °o °c 44.00\ \ 1 20.92' o o° 4 \ \ 1 ° o G ° a o 00 SLOPE a o:° � \ I . 1. a D. \� \ 1 # — 5BSBL # 9.U-6'- W. _ N 8 055'31 " - 6.07'-- SITE PLAN SCALE: 1 "=10'-0" NOTE: SHRUB SHALL BEAR SAME RELATION TO FINISHED GRADE AS IT BORE TO PREVIOUS GRADE EXCEPT IN AREAS OF COMPACTED FILL, SHRUB TO BE PLANTED 4'-6' ABOVE FINISHED GRADE THIN BRANCHES AND FOLIAGE (NOT ALL END TIPS) BY 1/3 RETAINING li TY P NORMAL PLANT SHAPE (EXCEPT . EVERGREEN) Y MULCH REMOVE BURLAP FROM TOP 1/3 OF BALL OR WITH CONTAINER PLANTS REMOVE OR SPLIT CONTAINERS AS SPECIFIED. MOUND FOR SAUCER. KEEP SAUCER. LEVEL PLANTING MIXTUREgt\' _ SCARIFY TO 4" DEPTH AND RECOMPACT 3 SHRUB PLANTING ON SLOPE NO SCALE SLOPE SURFACE SHALL BE SMOOTH BEFORE PLACEMENT FOR PROPER SOIL CONTACT STAPUNG PATTERN AS PER MANUFACTURER'S RECOMMENDATIONS MIN. 2" OVERLAP ,-> DO NOT STRETCH BLANKETS/MATTINGS TIGHT — ALLOW THE ROLLS TO MOLD TO ANY IRREGULARITIES FOR SLOPES LESS THAN 3H:iV, ROLLS MAY BE PLACED IN HORIZONTAL STRIPS IF THERE IS A BERM AT THE TOP OF SLOPE, ANCHOR UPSLOPE OF THE BERM \ANCHOR IN 6"x6" MIN. TRENCH AND STAPLE AT 12" INTERVALS MIN. 6" OVERLAP STAPLE OVERLAPS MAX. 5' SPACING BRING MATERIAL DOWN TO A LEVEL AREA, TURN THE END UNDER 4 AND STAPLE AT 12" INTERVALS cICHT AWN, TOTAL FACADE HEIGHT TO THE PEAK OF THE KOOF -- 31.85' BUILDING HEIGHT FROM THE AVG. GRADE TO THE PEAK OF THE ROOF - 31.85' -0`0 RO Po R = 25' MIN. INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER KING COUNTY ROAD STANDARDS 4"-8" QUARRY SPALLS GEOTEXTILE 12" MIN. THICKNESS AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R—O—W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD soy2 1� PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA RESUBMITTED JUL 2 8 2016 CITY OF FEDERAL WAY CDS WjOO BAY SECT/ON 5, TOWNS HIP 21 NORTH, RANG' 4 EAST, W.M. KING COUNTY, W ASHINGTON DESCRIPTION THIS PLAT OF REDONDO BAY TRANQUILITY EMBRACES ALL 'OF'THE WESrI12 Oc'.7RE, SOUTHWEST v4 OF • THE NORTHWEST P4 OF SECT/ON 5, TOWNSHIP 2/ NORTH, RANGE 4 EAST W M., EXCEPT THE SOUTH _"Off THEREOF. ALL IN KING COUNTY, WASHlNGTON. DEDICQ TION KNOW ALL MENBY THESEPRESENTS THAT WE, THE UNDERSIGN OWNERS INFEE SIMPLE OF THE LAND HEREBY PLATTED, HEREBY DECLARE THIS PLAN AND DEDICATE 70 THEUSE OF THE PUBLIC FOREVER _ Ist AVE. S. AS SHOWN 7-HEREON..AND THE USE THEREOF FOR ALL PUBLIC PURPOSE NOT INCONSISTENT WITH pyELSE THEREOF FOR Pi BL IC HIGHWAY PROPOSES, ALSO THE R/GHT 70 41AKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS ANDBLOCKS SHOWN ON THIS PLAT /N THE ORIGINAL REASON- ABLE GRADING OF Ist AVE . S.- AS -SHOWN .HEREON. IN W/ TTNESS WHEREOF WE HAVE SET OUR HANDS, AN SEALS. R10-A N:' J. FREDR/CKSON CLt ORD H. ER/CKSON GOLD/E ER/CKSON METFof'oLi tAtJ FEDE79AL iIN65 /ENO Laf\N soC�Ttc GAL VER TERRIE L. SILVERS ROBE V/RG/N/ R E OILS ACKNOW c�. L - _---� STATE OF WASH/NGTON)Ss. COUNTY OF K/NG ) THIS /S rO CERTIFY rHAT ON THIS l�� -_ _ DAY OF _ - 1976, BEFORE ME THE UNDERSIGNED, A MDTARY PUBLIC,' PERSONALLY PPEARE ROLLAN. J. FREDRICKSON A S/NGLE.MAN, ALSO PERSONALLY APPEARED CLIFFORD H. ERICKSON -AND GOLDIE ERICKSON, HIS WIFE, ALSO PERSONALLY APPEARED GARY J. SILVERS AND TERRIEL. SILVERS, HIS WIFE, TO ME KNOWN 70 BE THE /ND/VIDUAL S WHO EXECUi£D THE WITHIN DEDICATION AND ACKNOWLEDGED TD ME THAT THEY SIGNED AND SEALED THE SAME AS THEIR VOLUNTARY ACT AND DEED FOR THE USES AND PUPOSES THEREIN MENT(ONED. WITNESS MY HAND AND OFFICIAL SEAL THE DAY ANb YEAR FIRST ABOVE WRITTEN. rAR/�,Na YC".s� /iiE e•.�.+.r,� _ y s RESIDING /N_--Z'40.z-r4'-'- - STATE OF WASH/NGTON COUA/TY 0E-K1NG THIS IS TO CERTIFY 7HAT AN THE - OF -- /9M BEF(*EME, THE UNDiERSIOVED, -PERSONAL, L Y APPEARED ROBERT C k,r ovSE Av VIRG/N/A tROusE, HIS WIFE, TO MEKN(OWN TO BE THE INDIVIDUALS WHO EXECUTED 7XF WITHIN DEDICATIONAND ACKNOWL.E,OGED 70 ME 7HAT THEY SIGN' ED SAND SEALED THE SAME AS THE/R'VOLUNTARY ACT AND DEED FOR rHE USES PURPOSES THEREIN MENTIONED. W/TNESS MYHAND AND OFFICIAL SEAL TH)EDAYAND YEAR FIRST ABOVE WRITTEV NOTARY 7UBL7C INA�FOR THE ATE OF WASHINGTON .- RESIDING NOTE.' (i/' o.// owners of /Ots shown on this plot Sher// have on undivided interest ' in the Private road "A " t )2 the ` ,��arivote road ';4 'Is. subject to easements for storm drainog v sonftOry sewer and utilities r r { +'4�(fY" A:)UNDA7110 (( Wi7WIA( T WENT Y - F/VE (,z 5 j FEET aF ?h',E ` :r ',ht(iY.q/1lT BA/1(.e Sf/i9.C.L BE p/.E.G CONS TieL/CT/O/�( a :SffAGL BE itlO F/GG INC, O.6 DUMP/.tlGT pF SOIL YE�ETAT/Oit! #N OV�.e THE "P•eOM /N.E/V T B.4NA-,. ". STATE OF WASH/NOMN s.s COUNTY OF KING ON THIS_ L✓�AYOF -6-& a /976, >[ - - -. . BEFORE ME, THEUNDERS/GNED, A NOTARY PUBLIC IN AND FOR 7iIE STATE OF WASH/NGT?7N, DULY S{VORN, fi"RSON,QLL.y APPEARED. = ��- -- _ cl���/,,.�•�'�Q = _ _—"_• - - - - _ TD ME1�fNOWN J?7 BE T!!E _����,s �Y�_ ��"�E�1.D�yt OF "GREAT NORTHWEST FEDERAL SAV/NGS 8 LOAN ASSDCIAT/ON" THE CORPORATION 7 NAT EXECUTED THEFOREGD/ollG /�iISTRUMENT, .4N0 ACKNOWLEDGED TH£ SAID /,I✓STRLMENT TOBE THEFREEAA(D VOLMV)ARYACT Q DEEDD of SAID CORPORATION, FOR 7X Z45ES AND PURPOSES THEREINMENT/ONED, AND Ali 047H STATED THAT —4j;�-,' = Al/THOR/ZED is ,EXECYTE THE SAID fts7 RUMENTANO THAT THESLAL AFFIXED (IFANYI IS THE CORPORATE SEAL OFSAID CORPORAT/ON. 'WI7*ESS MYHANOAND OFFICIAL SEAL`HERETO AFFIXED THE AYAND YEARF/PST ABOVEWR/TTEIf✓. s NOTARY PU UChyG.` R_THESTA7TE- -- - - - - - - SH/NGTON . RES/O/NGAT _? - -- - - - . 0,0 20 5 � SURVEYORS CERTIFICATE . IEEREBY CERT/FYTHAT rmsPL.AT OF 'f?EDONDO BAY TRANQUILITY" IS BASED UPON ANACTUAL SURVEY AND SUBDIVISION OF SECT/ON 5, TOWNSHIP 21 NORTH, RANGE 4 EAST. W. M. ; THAT. THE COURSES AND DISTANCES ARE SHOWN CORRECTLY THEREON; THAT THE MONUMENTS WILL BE . SET AND THELOT AND BLOCK CORNERS STAKED CORRECTLY ON THE GRovw AND 77YAT I HAVE FULLY COMPLIED W/TH TH4 V/S/ONS OF THE PLATTING REGULATION. J. of WA 4 yes . ✓. T.RE TZ, PRO. NO SURVEYOR .ER7-/F1CA7r NO._'%©Z2 .RESTR/CT/ONS NO LOT OR PORT/ON OFA LOT /N THIS PLAT SHALL BEDIVIDED AND SOLD OR RESOLD OR OWNERSHIP CHANGE OR TRANSFERRED WHEREBY THE OWNERSHIP OF ANY PORTION OF THIS PLAT SHALL BE LESS THAN THE AREA REQUIRED FOR THE USE DISTRICT IN WHICH LOCATED. ALSO SUBJECT 7D AND 70GETHER W/TH SUCH COVENANTS, CON0/77ON3 AND RESTRICTIONS AS RECORDED UNDER RECORDING NO.7S_093_0074_0 _ COMPTROLLERS CERTIFICATE - I HEREBY CERTIFY THATALL PROPERTY TAXES ARE PAID, THAT THEREAREAV DELINQUENT SPECIAL ASSESSMENTS CERTIFIED 707HIS OFFICE FOR COL LECT/ON AND 7H- AT ALL SPEC/AL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLT ECTION ONANY OF THE PROPERTY r /ERE - PAID /N FULL. THISH/S., IN CONTAINED, - A 4% AS STREETS, ALLEYS OR FOR OTHER PUBL/C,USE, ARE �,Z__ DAY OF OFFICE OF TE COMPTROLLER"a Arl • KING CIUNTY CIMPTROL L EI'F- APPROVALS . EXAMINED AND APPROVED TH/-S-0ZEM DAY OF APR _ - 977. DEPARTMENT OF PUBLIC WORKS V EXAMINED AND APPROVED THIS. T' DAY Of /97 r DEPARTMENT OF PLA NING AND COMMUNI T Y DEVELOPMENT MANAv^ERs BU/LD/NG'AND LAND DEVELOPMENT D/.✓iS%O/V EXAM/NED AND APPROVED THIS.._ d _•DAY OF DEPARTMENT OFASSESSMENTS KING COUNTY ASSESSO/,' ` DEPUTY, KING COUNTY ASSESSOR EXAMINED AND APPROVED THIS, 14 X DAY OF A�pr` - _ _ _ 1977 KING COU Y COUN AIRMAN, AT T T : CLERK OF THE COUNCIL RECORD/NG CERTIFICATE 7705170746 FILED FOR RECORD AT THEREQUEST OF THE KING COUNTY COUNCIL THIS _ 7 _ pq Y OF MAY ,+ /977, ,qT .�B _MINUTES PAST /�: DO_A.M. AND RECORDED IN VOL UME /O OF PLATS, PAGES 9 3 A 94 _ , RECORDEDS OF K/ COUNTY, W SHINGTON. G. E L50M MANAGE!? SU INANDlENvrkoF#E-v-Oj;D-y- CLINT - ACKNOWLEDGMENT STATE OF WASHIM rVAQ COUNTY OF KING S S. ON. THIS * DAY OF 6 P91 L_ /977, BEFORE ME, THE, UNDERSIGNED, A NOTARY PUBL/C /N AND FOR THE STA r OF WASH/NOTON, DULY SWORN, PERSONAL APPEARED �A /orJ�5 s��g L DRItCoQ�cj ME KNOWN TO BE THE -�- •Y-- -- _ _ OF '.METROPOL /TAN FEDERAL SA NGS AND LOAN ASSOCIA770N OF SEATTLE" THE CORPORATION THAT EXECUTED THE; f'OSS ANG /NST/4l/A/EAl7; AND ACKNOWLEDGED THE SAID /NSTRI/A/ElllT TO BE THE fi4EF��.4/y0. VOLUNTARY ACT B DEED OF SAID CORPORATION, FOR THE USES AND PU77� THERE/N MENTIONED, AND ON OATH STATED THA7*j±r-Y SAID INSTRUMENTAND THAT rwSEAL AFRXED IFA ) /S ; HE COEDR xSE,C"- � THE ( NYJ /S THE CORPOf�A71� � SE;QL` �OFr SAID CORPORATION. W/ TNESS MY HAND AND OFFICIAL SEAL HERETO AND YEAR .4Ff/XED THE DAY FIRST ABOVE WRITTEN. r poi /N AM7 FOR TI!lEb`7ATEQ� lf;Wy1,YBTp�y RES/DAVS.AT _ . SHEET / OF 2 SHEp-TS -0 cad 212 -21 a - li C,.r MEANDER CMIVER Ak SEC• 5, rwP,?1)V R4E, AS ESTAQJSHED of �Y R. FISH R L / SCALE= /`= 50` LEGEND; • = CONC. MONS M 8E SET• Ico 0 RED-0JZ00 BAY TRo14-ffOUILITY WESTA14 CORNER SEG5, TWPON,R4EE, fir _ N 8v55 ° I v SECT/ON 5, TOWNSHIP 2/ NORTH, RANGE 4 FAST, W.M. KING COUNTY, WASHINGTON iDGd OF• Z04ty Of' Pti'OM/NENT s A/V& +4 N arr- DD 3r w 644.4/ Y T R A/ L E R L R p PgRK p E . JL- PLATE NO• /, LOWE REPORT \ \ .14 --oGE 0.= t I**,-' t /NEKT 16.4 L' 102-94 SS�FyTQ.q!,K �RoM . e-P,e0M iMCN T lstq-vim VI N a 2 a a .p LEGEND TEST PIT TP 2 b0 �w ov Igo - 160 196 / O /MOTE: ADDITIONAL REQUIREMENTS I. PRIOR 7V ANY CONSTRUCTION W1rH/1V'THIS PLAT, AND PR/OR TO ANY'SALES OFLOTS"WITH/N, • REFERENCE IS DIRECTED TO THE LOWE SOILS REPORT, AS FILED UNDER KING COUNTY AUD/TORS FILE ND.Lt2_�Q FOR PROPER F007/NG, FOUNDATION AND SETBACK LIM/TATIONS. ° �o 2. NO STRUCTURE SHALL BE CONSTRUCrlFA .I (CARER THAN 482ft. FROM THE STREET L/NE, AT THIS ACCESS POINT FROM � 3 of WASy/ � WHICif THE Q,WEL , ING /S SER;fED. 3. NO STRUCTURE SHALL BE CONSTRUCTED NEARER THAN 5 ft FROM ANY SLOPE IN EXCESS OF /5 % OR N c FROM ANY SLOPE IN EXCESS OF 25 % EARER THAN /5 fl_ ' �o,� A e AFTER FINISH GRADING, EXCEPT ANY STRUCTURES BU/LT UPON DRILLED PIERS ':��f rOISTERE�cJ�< SHALL BE EXEMPT OF THIS REOUIREMENT. °-.,,NAL M.e..N..t\.• 4.rMIS PLAT SUAIECT TO THE COVENANTS, CONDMONS AND RESTRICTIONS AS RECORDED UNDER RECORpERS FILE NO. 76095OO740 SHEET 2 OF 2 SHEETS so 6/8 2/2-2/A z VICITNITY MAP �?902U Bog #, 00 29020 902, +2902p� Legal Description: REDONDO BAY TRANQUILITY TGW UND INT PRIVATE ROAD A PLat Block: Plat Lot: 7 Parcel: 7202500070 Address: xxxx S. 293rd St Fedral Way, WA OWNER: Nazary Ivanchuk PHONE. (206) 353-8416 CONTACT. Alexey Ancheyev PHONE., 206-838-8250 253-820-0605 FAX 206-838-8252 LOT ZONING: IRS 5.0 BUILDING & IMPERVIOUS COVERAGE CALCULATIONS GROSS LOT AREA 9,622 Sq. Ft. IMPRERVIOUS COVERAGE CALCULATIONS Building 2,147 Sq Ft Driveway 424 Sq Ft Porch @ FRONT 24 Sq Ft Patio 218 Sq Ft TOTAL 2,813 Sq F IMPERVIOUS COVERAGE: 29.2% BUILDING COVERAGE: 22.3% SLOPE SURFACE SHALL BE SMOOTH BEFORE IF THERE IS A BERM AT THE PLACEMENT FOR PROPER SOIL CONTACT TOP OF SLOPE, ANCHOR STAPLING PATTERN AS PER UPSLOPE OF THE BERM MANUFACTURER'S RECOMMENDATIONS - MIN. 2" OVERLAP ANCHOR IN 8"x81 TRENCH I"IN. AND STAPLE AT 12 INTERVALS L' MIN. 8" OVERLAP STAPLE OVERLAPS MAX. 5' SPACING L BRING MATERIAL DOWN TO A LEVEL AREA, TURN THE END UNDER 4' AND STAPLE AT 12' INTERVALS DO NOT STRETCH BLANKETS/MATTINGS TIGHT - ALLOW THE ROLLS TO MOLD TO ANY IRREGULARITIES FOR SLOPES LESS THAN 3H:1V, ROLLS LIME, FERTILIZE AND SEED BEFORE INSTALLATION. MAY BE PLACED IN HORIZONTAL STRIPS PLANTING OF SHRUBS, TREES, ETC. SHOULD OCCUR AFTER INSTALLATION. HEIGHT CALCULATION: TOTAL FACADE HEIGHT TO THE PEAK OF THE ROOF - 31.85' BUILDING HEIGHT FROM THE AVG. GRADE TO THE PEAK OF THE ROOF - 31.85' AG ROFO R = 25' MIN. INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER KING COUNTY ROAD STANDARDS 4"-B" QUARRY SPALLS GEOTEXTILE 12" MIN. THICKNESS AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R-O-W PP TO INSTALLATION OF THE go ONSTRUCTIC TRANCE TO AVOID / DAMAGING OF m« ROADWAY \ IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD so- �2 �5 PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA 10.00'U TI L. EASM'T 1001 1 1 1 /- ' I \ - .0 1 0 \Q C7) � 56 SIL' FENCS. 15.00' x -/ /� / STREAM BUFFER I�-i c� 00 10000, WIn 1 -/ / \ ® # D.S. ®/ # .00' I ° Iti ~I c X % j' V ' I 1 II R=115.00' 63.07' S STOCK PILE , LOCATION STORM DRIANAGE CONNECT TO EXIST ON STREET EXIST. CURB DEDICATED PARKING(2) CONSTRUCT. ENTRANCE ' ELECTRICITY ' (UNDERGROUND NOTE: �U SHALL BEAR SAME ' RELATION TO FINISHED GRADE AS IT BORE TO PREVIOUS GRADE EXCEPT IN AREAS OF COMPACTED FIT., SHRUB TO BE PLANTED 4"-6" ABOVE FINISHED GRADE THIN BRANCHES AND FOLIAGE (NOT ALL END TIPS) BY 1/3 RETAINING 611 TY P NORTMAL PLANT SHAPE (EXCEPT . EVERIGREEN) 2• MULCH REMOVE BURLAP FROM TOP 1/3 OF BALL OR WITH CONTAINER PLANTS REMOVE OR SPLIT CONTAINERS AS SPECIFIED. MOUND FOR SAUCER. KEEP SAUCER. LEVEL _ PLANTING MIXTURENG. SCARIFY TO 4" DEPTH AND RECOMPACT 3 SHRUB PLANTING ON SLOPE, NO SCALE PRO OSED RES I ULNL,L I 1 AR. SLAB EL. 276.0 I —MAIN FLR. 277.5' s _ N\ AS. SLAB 267.5; \ o_ OOF TOP EL. 291.7 ac 53.00' 1 \ x ° ° 9 DRIVE WA 1° cONc a I v I ° 20.92' I ° ° CJ ° 9 SLOPE —i .5% ° 97 ° D. . L.B M 1 M -- M # 5 BSBL # 9. -6"- ----------1 - -- N. 8805531 " W. —7 6.©T 44.00' —28.29'' z I 5 10 SITE PLAN SCALE 1 = 10' SCALE: 1 "=10'-0" TREE LEGEND FIR TREE CEDAR TREE ALDER TREE MAPLE TREE PINE TREE (WESTERN WHITE) Mi DNA TREE DWARF GLOBE BLUE SPRUCE (PLANTA MADURA) 5.98gal JAPANESE MAPLE(ACER PAMATUM) 4gal RECEIVED MAY 2 7 2015 CITY OF FEDERAL W, CDS URBAN DESIGN GROUP hereby reserves it's common law copyright and other property rights in these plans, ideas and designs. These ideas, designs and plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the express written permission from URBAN DESIGN GROUP. Written dimensions on these shall have precedence over scale dimensions. Contractors shall verify and be responsible for all dimensions and conditions of the job and URBAN DESIGN GROUP must be notified in writting of any variation from the dimensions, conditions and specifications construction shown by these drawings. All shall be in accordance with the standard building code. (SBCCI) an state and local codes. COPYRIGHT(g) 2010 URBAN DESIGN, INC. Q Q J Q 0 w � o O O (D C J 4A II N 0 # U — W I— � w Q U 0 U � 0 Q n� LL _J 0— 0. Ln 0 0 rn Z U) E3 vi Z Ul F- Z x W LU C ❑ 0 �E Q x. Z In cow 1 Q W� z LO 4 ; 0? 00 LL 00 LU co Z o N_ 2 cr) CL ti DRAWN BY: AVA DATE ISSUED: 05/10/15 MODIFIED BY: AVA ENGINEER: GEORCR REVISION 0 REVISION Project No.: 14174 SHEET Y ( OF SEE CONTRACT PLANS 6" DIAM T VANED GRATE FOR DRAINAGE AND MAINTENANCE ACCESS PROVIDE RISER NOTCH w (TYPE RECTANGULAR) Uj a PER SPECIFICATIONS PIPE SUPPORTS L� BAND TO SIDEWALL x IN 2 PLACES DETENTION TANK SPECIFICATIONS VOLUME: 2550 GAL ORIFICE. 0.49 INCHES RISER DIAMETER: 6 INCHES RISER NOTCH TYPE: RECTANGLE SIZE:0.22 INCH HEIGHT 0.09 INCH WIDTH TYPICAL DETENTION TANK u NOTES: SET RISER HEIGHT TO PROVIDE DETENTION VOLUME PER SPECIFICATIONS RESTRICTOR PLATE WITH ORIFICE TO BE ROUND AND SMOOTH Yry I t")/ ao yart.-J, •air - -b tvtS-txuJ a� • I�l� be �y . ��1 hds Y" S 1 p W 1 rtc,;T TOP OF SLOPES STEEPER THAN 20% FOR STCRMlATER FACILITY SETBACKS UTILITY CONNECTION 5' SETBACK FROM STEEP SLOPES EXISTING CURB PAVED DRIVEWAY 409 SF UNDERGROUND POWER e2550 GALLON DETENTION TANK �- W/ FLOW RESTRICTOR AND VANED GRATE t-5' STREAM BUFFER AREA TO BE REPLANTED m-aik BUILDING SETBACK LINE DISPERSION! PIPE NOTES: �( IN FEET ) 1 inch ® 10 It 3 4 G-3IQQ-3 Know what's below. Cell before you dig. AREAS OF DISTURBED SOILS SHALL BE AMENDED PER THE SOIL AMENDMENTS NOTE, DETAIL 5 ON SHEET C-3. IF A DETENTION STRUCTURE IS SELECTED THAT IS NOT CONCRETE, GROUND ANCHORING SHOULD BE PROVIDED. BUILDING ALL DOWNSPOUTS SHALL BE CONNECTED TO DETENTION SETBACK TANK. COORDINATE WITH ARCHITECTURAL PLANS, Na 7�D LINE D,s p.ksidl PIP, RESUBMIT TED f p I �'''j '"j'' MAY 0 4 2017 C L E�"11 �I O U 1 A" O V E D CfTY OF FEDER41 WAY CITY OF FEDERAL WAY COMMUNfTY DEVELOPMENT FptBLI? RKS DEPARTMENT BY_ a i aj T W w O s1*W co Q. c� 0 w m D z 0 a m O v a at '5 n � v tip .w o LrJ 7 6 0 ry ry3�: 0 Ln z � O LLJ O 0 'w°— m ry LL9 a- Q6 SHM7 nU� DRAINAGE FLAN 13- 104614# SHEET NO. C-2