Loading...
08-102706 PLANS0 T O J a z D 0 T J 3 U U) 0 N O Q) a i 0 0 Q U / 0 a- 0 V) O N O Elf U .21 i n 0 a- Ld U z 0 U W / Q 0 NO, 1 E 2 i 0 0 cV 0 N U 29929 MILITARY ROAD SOUTH FEDERAL WAY, WASHINGTON 98003 NE1/4 OF SE1/4, SEC. 4-T21N-R4E, W.M. I- 112 296TH ST PR CT SITE cl� > �� vi o s j < N1 N S. 298TH ST. 0 N N S. 300TH ST. 0 � WLDWOM D PAW S 301 ST ST N c W � Q < D < � � M N S 304TH ST `/' VICINITY MAP NTS NOTES: 1. SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED CITY OF FEDERAL WAY STANDARDS, 2007 KING COUNTY ROAD STANDARDS AND2005 KCSWDM WHICH ARE HEREBY REFERENCED AS PART OF THESE PLANS. ?. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY DRYCO SURVEYING INC. DATED APRIL 03, 2008. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. PRIOR TO STARTING CONSTRUCTION, CALL ONE -CALL (1-800-424-5555) FOR UTILITIES LOCATIONS. DATE BY REVISION DESCRIPTION 2-13-09 HPH REVISIONS PER CITY REVIEW/COMMENTS (6-30-08) 10-24-09 HPH REVISIONS PER CITY REVIEW/COMMENTS (5-12-09) JOB NO. R07120 DESIGNED BY: DRAWN BY: CHECKED BY: PROD. MNGR: ORIGINAL LEGAL DESCRIPTION THE SOUTH 82 FEET OF THE NORTH 328 FEET OF THAT PORTION OF THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SETION 4, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY WASHINGTON, LYING WESTERLY OF THE OLD MILITARY ROAD; (BEING KNOWN AS TRACT 4 OF RICHARD'S STEEL LAKE TRACTS ACCORDING TO THE UNRECORDED PLAT THEREOF.) SITUATE IN THE CITY OF FEDERAL WAY, COUNTY OF KING, STATE OF WASHINGTON. BASIS OF BEARING PLAT OF STEEL LAKE VILLAGE DIVISION #2 VERTICAL DATUM NGVD-29, CITY OF FEDERAL WAY BM #2172-34-1 ELEVATION=481.96 CONSULTANTS CIVIL: THE CONCEPT GROUP 4701 - SW ADMIRAL WAY, SUITE 353 SEATTLE, WA 98116 (206) 658-0125 CONTACT: ANNA NGUYEN, P.E. SURVEYOR: DRYCO SURVEYING, INC. (SEE SEPARATE DRAWING) 12714 VALLEY AVENUE EAST SUMNER, WA 98390 (253) 826-0300 CONTACT: PHIL SARGENT, P.L.S. ISSUE DATE 10-24-2009 H. H. PHAN R. D. MEIER A. T. NGUYEN C. D. ALLAN OWNER INFORMATION BRAD GEHRING P.O. BOX 972 BURIEN, WASHINGTON 98062-0972 (206) 715-8830 TAX PARCEL NUMBER 7263200020 DRAWING INDEX REFERENCE SHEET NO. DRAWING TITLE CV COVER SHEET EC1 TESC PLAN AND DETAILS PG1 ROADWAY PLAN AND PROFILE DR1 DRAINAGE PLAN UT1 SIDE SANITARY SEWER AND WATER SERVICE LINES PLAN DT1 DETAILS 1 DT2 DETAILS 2 SN1 STANDARD CONSTRUCTION NOTES LEGEND PROPERTY LINE --EASEMENT ROAD CENTERLINE - - ROW/ADJACENT PROPERTY LINE BSBL W PROPOSED WATER SERVICE LINE SD PROPOSED STORM DRAIN SS PROPOSED SANITARY SEWER —0-0-0-0— SILT FENCE ® INLET PROTECTION E _ _ _ _ _ ] PROPOSED INFILTRATION TRENCH ❑ PROPOSED CATCH BASIN TYPE 1 O INFILTRATION TEST (APPROX. LOCATION) ® CORNER SET O PROPERTY CORNER FOUND THIS SURVEY b, POWER POLE - GUY ANCHOR STREET LIGHT POWER METER ED POWER TRANSFORMER [ VAULT - UNKNOWN o PHONE MANHOLE 'ff GAS METER C1 FIRE HYDRANT WATER VALVE WI WATER METER IS CATCH BASIN SOD, STORM MANHOLE C� SEWER MANHOLE HANDICAPPED RAMP EDGE OF PAVEMENT Ss SEWER LINE - SD STORM LINE �G __ - GAS LINE WATER LINE -BP— POWER LINE 0T - PHONE LINE —x--_x---x FENCE LINE BUILDING LINE — —400— — CONTOUR PERMIT NO. XX-XXXXXX-XX kj APPROVED OCT 2 6 2009 CITY OF FEDERAL WAY DATE: . BRAD GEHRING SHORT PLATREFERENCE SHEET NO. Land Development and 29929 MILITARY ROAD SOUTH CV Civil Engineering Consultants 4701 SW Admiral Way, Suite 353 FEDERAL WAY, WA 98003 SHEET Seattle, WA 98116 T (206) 658-0125 F (206) 658-0127 www.THECONCEPTGRP.Com COVER SHEET OF 8 SHEETS T 6 J 45 0 z 0 J w I I 0 N 0 o' / 0 i 0 0 a U a 0- 0 V) rn 0 co 0 N 0 / O i 0 ry w z 0 U w U U U CL L2 I 0 0 N 0 N v ( 0 I 0') 1 00 l� i f O Sanitary Sewer i` H O Rini: 479e71 W IE8"CC: 471.61 � S. 300TH ' STREET" _ o3 0 NOTES: R=30.0' LENGTH=32.05' I DELTA=61'12'14" ,i I t v N30'47'21 "E 1. SEE SHEET CV FOR LEGEND. 2. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. 3. SEE SHEET SN1 FOR STANDARD CITY OF FEDERAL WAY CONSTRUCTION NOTES. 4. SEE SHEET DR1 AND UT1 FOR DRAINAGE AND UTILITY PLAN. NW1/4 OF SW1/47 SEC. 31-T22N-R5E, W.M. San; ary Sewe* H C6� Rim: 87.01 TES"CC: 480.21 PLAN HORIZONTAL GRAPHIC SCALE \ 20 10 0 10 20 ' \. 1 inch = 20 ft. ' _ ` CATCH BASIN GRATE 7>777 JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES WIRE RINGS, OR / %/ OVERFLOW /�x j EQUIVALENT TO ATTACH FABRIC TO POSTS. CONTRACTOR TO PROTECT MUD FROM BEING \ j TRACKED ONTO THE PUBLIC ROAD 100' MIN. ��// SOLID Wj/� 2" X 2" X 14 GA. WIRE OR EQUIVALENT, �A j FILTER MEDIA FOR DEWATERING VA/j IF STANDARD STRENGTH FABRIC USED. / o �A/ z FILTER FABRIC °e / POROUS BOTTOM EDGE OF EXISTING II II o UNDISTURBED GROUND PAVEMENT NOTES CV / II II �7� ����������������,��� ' THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. II II---------�-- 0.5 CUBIC FEET OF STORAGE WITH THE MEANS TO DEWATER THE STORED ���� _�`��%�'� INSTALL DRIVEWAY CULVERT R=25' MIN. 15' MIN. PROVIDE FULL WIDE II II II SEDIMENT, PROVIDE AN OVERFLOW, AND CAN BE EASILY MAINTAINED. # IF THERE IS A ROADSIDE DITCH OF INGRESS/EGRESS AREA U U 4" MIN PER KING COUNTY ROAD STANDARDS GEOTEXTILE UNDERLINE z 6 MAX. _ - INLET PROTECTION DETAIL POST SPACING MAY BE INCREASED 4" TO 8" QUARRY SPALLS : 3 TO 8 IF WIRE BACKING IS USED PER KING COUNTY SWDM FIGURE D.4.M BACKFILL TRENCH WITH " NATIVE SOIL OR 3 4" — 1.5" NOTES SCALE: NONE 2 X 4 WOOD POSTS. STEEL FENCE POSTS, REBAR, OR EQUIVALENT WASHED GRAVEL AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF RIGHT—OF—WAY PERMIT NO. XX—XXXXXX—XX NOTES PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE ROAD. SILT FENCE DETAIL CONSTRUCTION ENTRANCE DETAIL APPROVED PER KING COUNTY SWDM FIGURE D.4.E PER KING COUNTY SWDM FIGURE D.3.4.A SCALE: NONE SCALE: NONE DATE: NO. DATE BY REVISION DESCRIPTION JOB NO. ISSUE DATE REFERENCE 10-24-2009 �G T� -�. .,,,,.. BRAD GEHRING SHORT PLAT SHEET NO. 1 2-13-09 HPH REVISIONS PER CITY REVIEW/COMMENTS (6-30-08) R07120 �`� of wAsq� �G, 2 10-24-09 HPH REVISIONS PER CITY REVIEW/COMMENTS 5-12-09 DESIGNED BY: H. H. PHAN �• � Land Development and 29929 - MILITARY ROAD SOUTH ( } _ � �� ��. � Civil Engineering Consultants EC1 DRAWN BY: H. H. PHAN 4701 SW Admiral Way, Suite 353 FEDERAL WAY, WA 98003 SHEET CHECKED BY: A. T. NGUYEN �E 807$� �� Seattle, WA 98116 PROJ. MNGR: C. D. ALLAN °��s GisT ,� ` T (206) 658-0125 F (206) 658-0127 SrONAL E� I I www.THECONCEPTGRP.com TESC PLAN AND DETAILS°� 8 SHEETS J E 0 z 0 0 q q 0 N 0 F i 0 0 i 0 n 0 V) C O i 0 N 0 rK U U n q 0 ry 0- w U Z O U w i a U U U 00 (711 i ^0 -t-' f R=30.0' I G) I LENGTH=32.05 I DELTA=61'12'14" ;I - -- -- ------j-----R=20.0' it I 20' WIDE DRIVEWAY �NTRANCE o 3t Sanitar�r sewer M.1 FEDERAL WAY :'::3::::::.::::•:: o Q Rim: 479.71 I STANDARD D� TAIL DWG. 0 3-6 iE8"CC: 471 .61 `\ ::.:.•':.':`;:::::::•:: s S. 300TH STREE f: N 30 47 21 E o b--_ - A 10+1�4.50 0 MATOH -E. ENT 'y STREET SIGN AND POST PER CITY STANDARDS NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. 2. SEE SHEET SN1 AND SN2 FOR STANDARD CITY OF FEDERAL WAY CONSTRUCTION NOTES. 3. SEE SHEET DT1 FOR ROADWAY SECTIONS AND DETAILS. 4. SEE SHEET DR1 AND UT1 FOR DRAINAGE AND UTILITY PLAN. DATUM . 480. HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inch = 20 ft. S88003129"E--353-.w X STA 13+12 BIOSWALE o END PAVING ! i END PVT. ACCESS ROAD I Y SEE SHEET DR1 FOR DETAILS \ �'7,,��,,, / R OF W ` �DEWCATI N PER T-A11+25 -A EX. FENCE / THIS SH RT PLAT 1 0+ 2.55 TO B MOVED STA 12+25 RAISED ASPHALT CURB l R K STANDARD KEYSTONE BLOCK WALL NO PARKING FIRE ANE SIGN �q� PER FEDERAL WAY IRE DEPARTMENT STANDARD OR EQUIVALENT (MAX. 3.5) (T) \ / BEGIN STA=10+95, END STA=11+95 STANDARD KEYSTONE BLOCK WALL r� Sani Clry SewerH OR EQUIVALENT (MAX. 2.0) 1 a Rim: 87.01 \ BEGIN STA=10+95, END STA=11+95 STA 10+92.50 \ PROVIDE 3' OPENING FOR WATER TO FLOW INTO BIOSWALE PLAN I I r- N 500 � N - o CD coQ o - I z 496 c7i� Y --- - - - - ¢ W > ¢ �o � s w o� > ow w J FINISH GRADE > �oZ ¢ a II i to a_ww (n II II II It to S X ¢ - n. a _ �492 - ¢w ¢w o N o c~i�wv cnwY -- 0.50% _ --- ----- ------ — — — — — — — — — �m a_Q_M -------- -----__ <n a- a_ _ 488 _ - - - - - EXISTING GROUND 484 EXISTING GROUND (TYP) PROPOSED GRADE (TYP) DATUX KC.AS. PO I� COC I,- O� I� � 00t Ln 00 coop co o0 �rn o,o 7o VERTICAL GRAPHIC SCALE 5 2.5 0 2.5 5 10+00 1 inch = 5 ft. NO. DATE BY REVISION DESCRIPTION 1 2-13-09 HPH REVISIONS PER CITY REVIEW/COMMENTS (6-30-08) 2 10-24-09 HPH REVISIONS PER CITY REVIEW/COMMENTS (5-1.2-09) JOB NO. R07120 DESIGNED BY: DRAWN BY: CHECKED BY: PROJ. MNGR: ISSUE DATE 10-24-2009 H . H . PHAN H . H . PHAN A. T. NGUYEN C. D. ALLAN 11+00 PROFILE ,�G T OF WlSkl��0�� 7 I STER�'� �SSIONAL 114101 12+00 13+00 Land Development and Civil Engineering Consultants 4701 SW Admiral Way, Suite 353 Seattle, WA 98116 T (206) 658-0125 F (206) 658-0127 www.THECONCEPTGRP.com LEGEND PROPERTY LINE - — — — — -EASEMENT ROAD CENTERLINE — - - ROW/ADJACENT PROPERTY LINE — BSBL PROPOSED ASPHALT CONCRETE PAVEMENT __SS SD W BP BT ® CORNER SET 0 PROPERTY CORNER FOUND THIS SURVEY POWER POLE ---� GUY ANCHOR STREET LIGHT POWER METER Efl POWER TRANSFORMER Do VAULT - UNKNOWN (D PHONE MANHOLE GAS METER FIRE HYDRANT WATER VALVE 12f WATER METER PROPOSED CONCRETE Amu CATCH BASIN PAVEMENT STORM MANHOLE SIGN ("NO PARKING FIRE LANE") SEWER MANHOLE HANDICAPPED RAMP EDGE OF PAVEMENT"-.__X _ X FENCE LINE SEWER LINE BUILDING LINE STORM LINE -- --400- - CONTOUR GAS LINE WATER LINE POWER LINE PHONE LINE PERMIT NO. XX-XXXXXX-XX APPROVED DI ATE: BRAD GEHRING SHORT PLAT SHEETENC NO. 29929 - MILITARY ROAD SOUTH PG1 FEDERAL WAY, WA 98003 SHEET 3 ROADWAY PLAN AND PROFILE OF 8 SHEETS T 0 a� E 0 Z 0 J 0 V) n 0 N 0 ry U) 0 i a 0 Q U 0 n 0 c- 0 N O ry U) 41 IL- 0- 0 Of CD o.. w V Z O V w i Q v 0 U E 00 Nj a siIEB"CC: tary Sewer Ml- o 0: 479.71 471.61 S_ 300TH STRE 0 0 M 0 x c0 � o0 v4 ti0 \ 41, r NOTES . r t� 1. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. c� 2. SEE SHEET SN1 FOR STANDARD CITY OF FEDERAL WAY CONSTRUCTION NOTES. 3. HOUSE FOOTING/CRAWL SPACE/BASEMENT NEED TO BE A MIN. OF 15 FEET FROM PROPOSED INFILTRATION TRENCH. LEGEND PROPERTY LINE — — --EASEMENT — — ROAD CENTERLINE — — ROW/ADJACENT PROPERTY LINE BSBL W PROPOSED WATER SERVICE LINE S^ PROPOSED STORM DRAIN SS, PROPOSED SANITARY SEWER [ _ _ _ _ _ = 3 PROPOSED INFILTRATION TRENCH ❑ PROPOSED CATCH BASIN TYPE 1 Q INFILTRATION TEST (APPROX. LOCATION) - - - -- - -- -- - EDGE OF PAVEMENT - -�— -� SEWER LINE SD STORM LINE GAS LINE -- WATER LINE _19P__ POWER LINE T PHONE LINE ---X—X--X FENCE LINE ��-r-Trrr7 BUILDING LINE — —400 --- — CONTOUR M11111111 I ® CORNER SET 0 PROPERTY CORNER FOUND THIS SURVEY POWER POLE ---® GUY ANCHOR STREET LIGHT ® POWER METER EE] POWER TRANSFORMER VAULT - UNKNOWN o PHONE MANHOLE GAS METER C FIRE HYDRANT ® WATER VALVE L9 WATER METER s CATCH BASIN ® STORM MANHOLE (� SEWER MANHOLE HANDICAPPED RAMP NW1/4 OF SW1/47 SEC. 31-T22N-R5E, W.M. LOT 2 ROOF INFILTRATION TRENCH EX. HOUSE LOT 3 OF INFILTRA,��ION TRENCH > (2 @ 2 1 X 25 L ,) (2 @ 2 W X 2 X 2 D) TO BE REMOVED ,X 2 D TO EX. SHED BE REMOVED TYP TRACT "B" LANDSCAPE rr 1i LOT 1 ROOF INFILTRATION TRENCH 1 0TYPE III VISUAL BUFFER LANDSCAPE � (2 @ 2'W X 251 X 2'D) DR2 833 SQ FT S88003'38"E 376.93'_ ---- — ---- -------------------- ..----- _—_� 5BS BLjV LOT 1Ln L: J' LA (7,346 SQ. FT) ml °C I I (0.17 ACRES) - LO `_" II 1120 BSBL a' o I I I I 12 LF 6" SOLID PVC SD Z 6" i7� rig _ _11+001-0TRACT "A" 26.0' ACCESS/UTILITIES _ FI_ iui INF (6,891 S- Q�FT) (0-16 ACRES) - X - A 1.13' 1 .26' 20.52' f X_ x --- X X------- QBSBL 7F T tt 1 B_3 A 1 r �r r 1— �r -C LOT 2 LA 09 - S °°) "' I I I (�, N, I I I (7,347 Q t et,T_ ►-i (0.17 ACRES) I; � s- 20 BSBL I I I I LOT 3 y r LEAN BUT \ o I I I I (7,292 SQ. FT) 1 'o z ( (0.17 ACRES)- 132.51' S88003'29' 265.02' GRAVEL /12tDo _ _ B-2O 13+00 ... S880729"E ITT J L BIOSWAL f rrrjj 0.5% MIN. (j 1 STANDARD,0VSTONE p-� BLOCK WgL 5 APRON OF 2 4 QUARRY SPALLS STA 10+92.50 IE= 488.29' Sani ctry Sewer H Rim: 87.01 \ i E8"CC: 4 80.21 l ..,,, r ( o cfl -cb0 CB #1-TYPE 1 W/VANED GRATE STA 11+92.50, 13.25' RT RIM = 487.70 IE (OUT) = 486.50 HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inch = 20 ft. FLOW LINE00 (20-38' t "' 10.19' ' 97.4 ,� - \ ACCESS ROAD INFILTRATION (3'W X 100L X 2'D) 2 \ DT2 \ 1 � , l RI O F W Y �� r DEMCATI N PER 0Q THIS SHj T PLAT 1 �r PERMIT NO. XX-XXXXXX-XX KNIlaoKcs N0. DATE BY REVISION DESCRIPTION JOB N0. ISSUE DATE REFERENCE 1 2-13-09 HPH REVISIONS PER CITY REVIEW/COMMENTS (6-30-08) R07120 10-24-2009 WA K �, .+1►a. BRAD GEHRING SHORT PLAT SHEET NO. — Q�� .� c�G� Land Development and 29929 -MILITARY ROAD SOUTH 2 10-24-09 HPH REVISIONS PER CITY REVIEW/COMMENTS (5-12-09) DESIGNED BY: A. T. NGUYEN co � Civil Engineering Consultants DR1 DRAWN BY: R. D. M EIER - 4701 SW Admiral Way, Suite 353 FEDERAL WAY, WA 98003 SHEET CHECKED BY: A. T. NGUYEN 2807� Seattle, WA 98116 o ISTEg 4 PROJ. MNGR: C. D. ALLAN ��s�'CONCEPT� T (206) 658-0125 F (206) 658-0127 SIGNAL �� WWW.THECONCEPTGRP.COm DRAINAGE PLAN °F �Ie 8 • SHEETS a J E a z T 0 J a V) I O N O i 0 i 0 Q U 0 n 0 cn I 0 N r O i r) U N O W D O rr n W U z 0 U W i U v V 0 U Ft - NEW WATER M 00 C) s Sanitary Sewer MH C 5 Rim: 479.71 t IE8"CC: 471.61 W — _---- OS S. 3001 H STRE 0 co r� 0 Of LEGEND -RS FOR LOT 1 AND 2 (5/8$1 X 1 ") I 1 21 LF 6" PVC SIDE SS 2.0% MIN I 1 lily 3Q42LF6"PVC SIDE SS- 0 2.0% MIN PROPERTY LINE — EASEMENT CONNECT TO EX. SS CORE TAP AND INSERT —A —TEE IE=478.20 — — ROAD CENTERLINE — — ROW/ADJACENT PROPERTY LINE W PROPOSED WATER SERVICE LINE SS PROPOSED SIDE SANITARY SEWER _SS_ 0 W _ BP ��1>T__ _.-_X—X—X /-, --- 400 EDGE OF PAVEMENT SEWER LINE STORM LINE GAS LINE WATER LINE POWER LINE PHONE LINE FENCE LINE BUILDING LINE CONTOUR C� 0) NW1/4 OF SW1/47 SEC. 31-T22N-R5E, W.M. VIIN - � - ---- -- Sani ary Sewed Rim: 87.01 \ IE8"CC: 480.21 \ , � \MZZO� • CORNER SET O PROPERTY CORNER FOUND THIS SURVEY \ POWER POLE ---� GUY ANCHOR STREET LIGHT © POWER METER 0 POWER TRANSFORMER VAULT — UNKNOWN o PHONE MANHOLE 'Iff GAS METER 0 FIRE HYDRANT ® WATER VALVE V WATER METER C CATCH BASIN Q STORM MANHOLE ® SEWER MANHOLE HANDICAPPED RAMP 1-uv Lr V r Vl. OWE OO @ 2.0% MIN 20 vlv InL 10 VI\/"ll I IIV 0 ""' 10 20 1 inch = 20 ft. S A ..DNI PAVEVE11- RE9TCFMT0N rb1NMJM Y CV'S, '6" I Y.I`;I IP.F. s"I'—•. IIVI F;, 1' HA::K 12:;Rt / ACI' (::::M1 k(AFI, DFP F) " / EDGE 4= -RE 1G'H 0? VATG-I EXIT NC �• j' (5' b'1'I. ::I ; 1 ; /' ::I I^I EVE' _ GR=:.T_r ------------ ----------- -IS'- NG 3ASE 5i5' MINJS J1.CKH__ ..0 IUInr-I,� �PAVFM-NI H-S 4HiA. ION —'AA t:1 IX`; I'J:: IN ' I e -AI ..O N I 1 L Ir1 TS, BACK -:OM � =^CP FAV=MEVT IS TG I CI.I :;I I P F,(: I 1 xcl P 3E �GANS i-C-C PER EXISTING .''CP —. IF VP I i 4- d0IN I I HFN ! WSM- S ^.NDARD E-05 t.^,I 1" Porf ::::Au I; •'\ REPLA TO JOINT SVOOT I COWL 31F: MN d - f .25MIN. _XIS NG iIUF 0.� EL+R 'JATUF st.Af3As= .'�' I -NGTH PCCP TRENIC-11 '— 5'3" MINJS 3ACKFl__ RES-G `:ATIO•� =C^R TRENCF17 I—MAICII XISIIAfi A0-- FAVE1,'E`J- RE3TCFATON CO:'PAGT-) DEPTH 3-AL I IV S, I' I1s::K I i::M 7!r I I I&A. A'. 'C E1,-2Z A�-CF- EXIST11.0 CE:x h F sts- 0- HF v::H FX::F 'I EXISTING CF , I= 'N Tk- 3' OF _DINT THEN_- r In %I Ifl ' A:I 0 ..r;INI Ny�TFIICiFLFE?' w;} 5TA4:RP,D --OS l.!:I 1' rr)xv ::::an I; ..' td N. W C'TH ;VtX)I 1 1:[3WI tAl7IF UN J= __'_-_ _-_-_ -_- •^"+— .25' MIN. VIS NG LAM — 1' 1' 0.5' BAP 'JAII''{F SI.HNAS- I -KGIH 5/8" VIi]_S E�1C{=1__ I . AvP PC.C..I� 01 I2 Nr: 11.2 VI�'v _ ' TRF1\"1%-1 RFrTi7RA.T1CN NOTES_ 7' I :;I: I8 v::I I :; I ] tif; I taA 'F" WIN , .15 ' I:(]% r: ;I I :]Id I:I NLI RACKI II 1 2j FOR. T?=NCH=S G?EATER T AK '6' IFCE. ALL 3A•CKFIL- IN 3G1­]T-O=-W.4Y 5-1,AL_ BE MIN_ f% ' CSrc. P.='V. /- 1 /0@ 40. Irk N.f=.%T�'i��':+')}kKT'J WORKS LN...I I iL�] �.: i1�1 I.1 i < iii �-` WITH NA' DAnVCII I FY_ SNFn BUILDING SEWER/ SIDE SEWER EX. WATER MET*R FOR LOT 3 1 1 t TRACT "B" LANDSCAPE 1 EX. HOUSE � TYPE III VISUAL BUFFER LANDSCAPE 1 �� TO BE REMOVED 833 SQ FT 1 1.13' 1 .26' 20.52' 1 � � lu m LOT 3 - 1 o (7,292 SQ. FT) z (0.17 ACRES � ..: GRAVEL90 = O 97.4 ' 1 ', 10.19, .38' 1 1 i �_6 LF 6" PVC SIDE SS STUB �777777777-7-y @ 2.0% MIN / RIQfq OF WAY DATI N PER 1 %" MINUS CRUSHED ROCK UNDISTURBED EARTH SECTION -TYPICAL TRENCH PER LAKEHAVEN UTILITY DISTRICT BUILDING SEWER/SIDE SEWER INSTALLATION DETAILS SHEET 2 OF 2 SCALE: NONE �0) .�rrrrrr'' / THIS SHQT PLAT 1 �� jl � � 1 1 � � 1 All \ 1 NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. 2. SEE SHEET SN1 FOR STANDARD CITY OF FEDERAL WAY CONSTRUCTION NOTES. 3. ALL UTILITIES TO BE UNDERGROUND. 4. SEE LAKEHAVEN UTILITY DISTRICT HANDOUT FOR WATER AND SEWER INSTALLATION NOTES. PERMIT NO. XX-XXXXXX-XX I APPROVED DATE: NO. DATE BY REVISION DESCRIPTION JOB NO. ISSUE DATE III REFERENCE 1 2-13-09 HPH REVISIONS PER CITY REVIEW/COMMENTS (6-30-08) R07120 10-24-2009 �G T' tea. ,,,`. BRAD GEHRING SHORT PLAT SHEET NO. � ���' �� w�ggl�c��� Land Development and r�(�(� 2 10-24-09 HPH REVISIONS PER CITY REVIEW/COMMENTS (5-12-09) DESIGNED BY: H. H. PHAN �� _ oy Civil Engineering Consultants 29929 - MILITARY ROAD SOUTH UT1 DRAWN BY. H. H. PHAN 4701 SW Admiral Way, Suite 353 FEDERAL WAY, WA 98003 CHECKED BY: A. T. NGUYEN SHEET Seattle, WA 98116 -- PROJ. MNGR: C. D. ALLAN _- �s T, T (206) 658-0125 F (206) 658-0127 5 SjONAL E� www.THECONCEPTGRP.com SIDE SANITARY SEWER AND of WATER SERVICE LINES PLAN SHEETS i- I N d I O N O ry C O i Q U O n L O t 0) C t N U I O N r- O rr U) U N O L n n O ry c� a. w U z O U w U Q N U c O U E CL O O O O N O N U 0 1/2" LETTERS RECESSED TO BE FLUSH O 4 6" RIGID PERFORATED PIPE @ 0.0% (TYP) o fAj ROOF DRAIN 1 1/8' TYP. BAR 6" RIGID SOLID PIPE o� / I� — _ — — — — — — — — — — � 7/8" TYP. SLOT SEE R=7 1 4" 1 3/4" I / A DETAIL [�7J8" 3/4- ---------------------) / cc 23 1 2" o z_ WALL TO STREA MP NO POLLUTA*N-_ INFILTRATION TRENCHI1—#3 BAR HOOP bI_.-- 7 $ A — — — — — — — — — — — — — — — — — — — 11/4 / 6" RISER SECTION CB SUMP WITH SOLID LID TOP VIEW SIDE VIEW 11" I- i /2s I , _j L5X GJ S PLAN VIEW MACHI7 CHI FOR NING CLEARANCE NTS SLOT DETAIL THIS BAR 1 THICK (TYP. 4 PLACES) 17 3/4" SEE NOTE 1 S' . / °O BARS 1 5/8" THICK �c THIS AREA 5.0' MIN ^ THIS SAREA 8" THICK / M ROOF DRAIN 3/4" 1 1 /4" \ a s WASHED ROCK 3/4" — 1 1 /2" M _ 1 3/4 LEVELING PADS 8 17 1/2" 3/4" X 1 3/4- X 2—#3 BAR HOOP ° EXISTING GROUND 6" RIGID PERFORATED PIPE 0 0.0% 1/8" (TYP) 12" RISER SECTION -----1--_-- BOTTOM VIEW END VIEW P i -----------------. NOTES. Z 1. SLOT FORMED AND RECESSED FOR 5/8 IN.-11 NC X 2 IN. SOCKET HEAD (ALLEN HEAD) CAP SCREW. F Z 2. GRATE SHALL BE CAST IRON PER ASTM A48 CLASS 30 UNLESS 'w N VARIES — SEE PLANS z OTHERWISE SPECIFIED. / T M O � FINE MESH SCREEN ELEVATION VIEW CB SUMP WITH SOLID LID NOTES- ( / I NTS #3 BAR FINISHED GRADE PROPOSED ACCESS ROAD SECTION 1. MAXIMUM DEPTH FROM FINISHED GRADE TO PIPE INVERT SHALL BE EACH CORNER / -� SEE DETAIL ON SHEET PG2 5 —0 • D COMPACTED BACKFILL EXISTING GROUND TYPICAL KNOCKOUT W/ / 2. CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C 2" MIN WALL THICKNESS I �1 478 (AASHTO M 1991) & ASTM C 890 UNLESS OTHERWISE SHOWN K o / N ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. #3 BAR ^ EACH SIDE ;r, 3. REBAR WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0.12 / SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC 5�'''�a SHALL COMPLY TO ASTM A 497 (AASHTO M 221). DO NOT PLACE N WIRE FABRIC IN THE KNOCKOUTS. i w .. #3 BAR > 4. THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED. EACH WAY PRECAST BASSES SHALL BE FURNISHED WITH CUTOUTS OR PRECAST BASE SECTION ° KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" (MEASUREMENT AT THE TOP OF THE BASE) d' WRAP WASHED ROCK ENTIRELY WITH X MINIMUM. N FILTER FABRIC ` ` 6" MIN. GRAVEL BACKFILL PROVIDE 18" MINIMUM DEPTH COMPACTED 5. KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAXIMUM DIAMETER OF GRAVEL BACKFILL FOR PIPE BEDDING v' ° ° °a° ° `V ° 20". KNOCKOUTS MAY BE EITHER ROUND OR 'D' SHAPE. PIPE TO w BELOW CATCH BASINS < `�' ° ° ° ° 6" RIGID PERFORATED PIPE BE INSTALLED IN FACTORY SUPPLIED KNOCKOUTS. � > `- WRAP WASHED ROCK ENTIRELY WITH LAID LEVEL (TYP) FILTER FABRIC 6. KNOCKOUT OF CUTOUT HOLE SIZE SHALL BE EQUAL TO PIPE OUTER CATCH BASIN TYPE 1 DIAMETER PLUS CATCH BASIN WALL THICKNESS. WASHED ROCK 3/4" — 1 1 /2" PER CITY OF FEDERAL WAY DWG. 4-1 24" N 7. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND SCALE: NONE ° 6" RIGID PERFORATED PIPE (ADS OR CMP) RISER SECTION SHALL NOT EXCEED Y: " PER FOOT. "` ` ``�`%>`� WASHED ROCK 3/4" — 1 1/2" 8. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH PERMIT NO. XX-XXXXXX-XX ROOF INFILTRATION TRENCH DETAIL 3'0' OFAARD FEDDERALSPECIFICATISPECIFICATION RRONSD ME6 1DHE ATINGGTH SURFFAQCES SHALL S U o PER KING COUNTY SWDM FIG C.2.2.A BE FINISHED TO ASSURE NON —ROCKING FIT. W SCALE: NONE ACCESS ROAD INFILTRATION TRENCH DETAIL 9. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST i APPROVED SCALE: NONE INTO RISER. 10. ALL LIDS AND GRATES SHALL BE LOCKING. DATE: NO. DATE BY REVISION DESCRIPTION JOB NO. ISSUE DATE G T REFERENCE 1 2-13-09 HPH REVISIONS PER -CITY REVIEW/COMMENTS (6-30-08) R07120 10-24-2009 WASIfI �, . _,,,,r, BRAD GEHRING SHORT PLAT SHEET NO. E 2 10-24-09 HPH REVISIONS PER CITY REVIEW/COMMENTS (5-12-09) DESIGNED BY: A. T. NGUYEN �"cod, Land Development and 29929 MILITARY RD. SOUTH _ __ _ Civil Engineering Consultants DT2 DRAWN BY: R. D. METER - FEDERAL WAY, WASHINGTON 98001 4701 SW Admiral Way, Suite 353 SHEET o CHECKED BY: A. T. NGUYEN �, ISTER�O w Seattle, WA 98116 -- -- PROJ. MNGR. C. D. ALLAN �`rSIONALCONCEPT! T (206) 658-0125 F (206) 658-0127 7 o www.THECONCEPTGRP.com DETAILS 2 °F N A t � 01 SHEETS 01 3 z 0 N 0 i i 0 0 Q 0 41 0 t N C� 0 N 0 fy O n D 0 af w 0 z 0 0 Li i (CITY OF FEDERAL WAY) GENERAL NOTES ORDINANCES, AND THE UTY COUNCIL CONDITIONS OF PROJECT APPROVA Y CITY CODE (FW q APPLICABLE 1. ALL CONSTRUCTION . ALL --BE-- -ACCORDANCE., WITH THE__EEDERAL- WAY � ARE SUPPLEMENTED BY THE���E ND MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.) 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWCC (SECTION 22-1006); NORMALLY THIS IS 7 A.M. TO 8 P.M., MONDAY THROUGH SATURDAY. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHTS OF WAY. 8. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. 9. VERTICAL DATUM SHALL BE KCAS OR NGVD-29. 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT OF WAY OR APPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES IN THE RIGHT OF WAY SHALL BE BACKFILLED WITH 5/8 INCH CRUSHED ROCK. 12. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY. 13. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH WSDOT 2-06.3. 14. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE PUBLIC WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(8)3. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23-TRAFFIC CONTROL, SHALL APPLY. 16. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 17. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. 18. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CFW DRAWING NUMBERS 3-22, 3-23. ROCKERIES MAY NOT EXCEED SIX FEET IN HEIGHT FOR CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. (CITY OF FEDERAL WAY) DRAINAGE NOTES 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE PRECONSTRUCTION MEETING. 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7-02.3(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF FOUNDATION MATERIAL, AND REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 5. ALL CATCH BASIN GRATES SHALL CONFORM TO CFW DRAWING NUMBERS 4-1, 2, 3, 4 OR 5. 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT OF WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPES. 7. ROCK FOR EROSION PROTECTION OF DITCHES, CHANNELS AND SWALES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8" ROCK/407o-70% PASSING; 2"-4" ROCK/307.-40% PASSING; AND -2" ROCK/10%-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS DRAWING NUMBER 51 OR AS AMENDED BY THE APPROVED PLANS. RECYCLED ASPHALT OR CONCRETE RUBBLE SHALL NOT BE USED. 8. LOTS NOT APPROVED FOR INFILTRATION SHALL BE PROVIDED WITH DRAINAGE OUTLETS (STUB -OUTS). STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUB -SURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2 X 4 STAKE MARKED "STORM". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS 7.04 AND, IF NONMETALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (I.E. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER. (CITY OF FEDERAL WAY) RECOMMENDED CONSTRUCTION SEQUENCE 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT AND APPLICANT'S CONSTRUCTION REPRESENTATIVE. 2. FLAG CLEARING LIMITS. 3. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 4. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. 5. INSTALL OFFSITE CATCH BASIN PROTECTION. 6. CONSTRUCT SEDIMENT TRAP/POND. 7. CLEAR AND GRUB AREAS OF THE SITE TO BE ROUGH GRADED OR FILLED. 8. INSTALL INTERCEPTOR SWALES/BERMS AND CHECK DAMS. 9. ROUGH GRADE SITE AND INSTALL STORM CONVEYANCE SYSTEM AND RETENTION/DETENTION FACILITIES. PROVIDE INLET PROTECTION WHERE INDICATED. 10. INSTALL REMAINING UTILITIES AND BUILDING. 11. FINISH GRADE SITE AND CONSTRUCT ASPHALT PARKING AREAS, ACCESS DRIVES, SIDEWALKS, CURBS AND GUTTERS. 12. COMPLETE SITE STABILIZATION IN ACCORDANCE WITH LANDSCAPE PLANS. 13. CLEAN STORM DRAINAGE SYSTEM, ON AND OFF SITE, OF ALL SEDIMENT AND DEBRIS. 14. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS COMPLETELY STABILIZED (CITY OF FEDERAL WAY) EROSION AND SEDIMENT CONTROL NOTES 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (I.E. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (I.E. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED OR A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (I.E. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.) 8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN 15 DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. DURING THE TIME PERIOD OF OCTOBER 1 THROUGH APRIL 30, ALL PROJECT DISTURBED AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE LEFT UNWORKED FOR MORE THEN 12 HOURS, SHALL BE COVERED BY ONE OF THE FOLLOWING COVER MEASURES: MULCH, SOD, OR PLASTIC COVERING. 13. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (I.E., ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. 16. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE PROVIDED PER SECTION 22 PERMIT NO. XX-XXXXXX-XX APPROVED DATE: o NO. DATE BY REVISION DESCRIPTION JOB NO. ISSUE DATE 0 1 2-13-09 HPH REVISIONS PER CITY REVIEW/COMMENTS (6-30-08) _ R07120 10-24-2009 AA N _,,,` BRAD G E H R I N G S H 0 RT PLAT SHEETENCE NO. Q�� � Land Development and 29929 MILITARY ROAD SOUTH - 2 10-24-09 HPH REVISIONS PER CITY REVIEW/COMMENTS (5-12-09) DESIGNED BY: A. T. NGUYEN � �� Civil Engineering Consultants SN1 r: DRAWN BY: R. D. MEIER � - �' 4701 SW Admiral Way, Suite 353 FEDERAL WAY, WA 98003 SHEET CHECKED BY: A. T. NGUYEN � o - 4 , T Seattle,206) 658-0 $25 6 F (206) 658-0127 8 o _ PROJ. MNGR: C. D. ALLAN ass ONAL www.THECONCEPTGRP.com STANDARD CONSTRUCTION NOTES °F o 8 SHEETS 1 rn 0 J / U Q E U 0 0 0 Q U a s v Ln 0 00 (D / 00 CD N 1-1 U) U N O U Q / PIA 10 \ S88 03 29 , 1 N 1 00 \ \ F7777-�� RIGHT OF WAY o / DEDIATION �PER 11 '4 0) THIS SHORT PLAT � ss ~ \ S \ Scnl cry Sew e H rnQO \ \ t 1 1 Y REVISION DESCRIPTION Path: N:\Active Projects\2008\08071.05 Gerhing Sp\CAD Documents\Active\L1.01.dwg Plot date: Oct 23, 2009-01:56:04pm CAD User: Brandon. Xref Filenome: I R07120—BP—EX I R07120—BP—BD I R07120—BP—PG I s JOB NO. DESIGNED BY: DRAWN BY: CHECKED BY: PROJ. MNGR: SIGNIFICANT TREE SURVEY SYMBOL BOTANICAL NAME COMMON NAME TREES ACER MACROPHYLLUM BIG LEAF MAPLE PSEUDOTSUGA MENZIESII I) DOUGLAS FIR THUJA PLICATA WESTERN RED CEDAR TREE TO BE REMOVED SIGNIFICANT TREE RETENTION CALCULATIONS_ 8 TOTAL SIGNIFICANT TREES ON SITE 3 SIGNIFICANT TREES REMOVED 63% SIGNIFICANT TREES RETAINED ISSUE DATE OCTOBER 2009 K.H. HACKLER B. BERTHOLD L.OSBORN A.NGUYEN Is OSBORN PACIFIC RO 2125 Western Avenue, Suite, 502 Seattle, Washington 98121 206-284-M Landscape Architecture. Environmental Compliance. Recreational Planning PLANTING LEGEND SYMBOL BOTANICAL NAME COMMON NAME TREES �\ I// PSEUDOTSUGA MENZIESII DOUGLAS FIR SHRU VINE MAPLE 00 CER CIRCINATUM O CORYLUS CORNUTA 3 WESTERN BEAKED HAZEL MAHONIA AQUIFOLIUM TALE OREGON GRAPE \ RHODODENDRON PACIFIC RHODODENDRON MARROPHYLLUM o \ SYMPHORICARPOS ALBUS I SNOWBERRY GROUND COVER ARCTOSTAPHYLOS UVA—NRSI KINNIKINNICK Land Development and Civil Engineering Consultants 650 South Orcas Street, Suite 214 Seattle, WA 98108 T (206) 658-0125 F (206) 658-0127 www.THECONCEPTGRP.com 1 1 1 \ , I 1' 000\ 1 / E 1' 1 1 4 tE 1` l 1 t 1 a 1 1 1 1 , Call 2 Working Do S t Before You DIG! �r 1 — 800— 424— 5555 RESUBMITTED OCT 2 6 2009 CITY OF FEDERAL WAY BUILDING DEPT. Notes: 1. SEE SHEET L2 FOR PLANTING SCHEDULE 2. SEE SHEET L2 FOR PLANTING DETAILS 3. SEE SHEET L2 FOR PLANTING NOTES BRAD GEHRING SHORT PLAT 29929 - MILITARY ROAD SOUTH FEDERAL WAY, WA 98003 LANDSCAPE RESTORATION PLAN REFERENCE SHEET NO. Li SHEET 1 OF 2 SHEETS 3 0 i U Q / U 0 0 0 Q U a C s E 0 to 0 CD 00 0 / 00 0 0 N / U N 0 li Q ft PLACE CROWN 1 ABOVE ORIGINAL PLANTING DEPTI- FINISHED GRADE COMPACT SOIL UNDER PLANT TO AVOID SETTLING DEAD, BROKEN OR CROSSING IES ONLY UNDER DIRECTION OF ;APE ARCHITECT SECURE TO STAKE W/ TREE TIES AT ABOUT Y2 TREE HEIGHT 3" DIAMETER DOUGLAS FIR STAKES. SET PLUMB AND DRIVEN TO REFUSAL 3" DEPTH BARK MULCH. FEATHER DEPTH TO CROWN. MULCH SHALL NOT CONTACT BARK. 36' DIA. RING AROUND TREE. MOUND SOIL AT PERIMETER OF PLANT PIT BACKFILL WITH PLANTING PIT SOIL ADD FERTILIZER ADD MOISTURE POLYMER AT SIDE OF PIT EXISTING UNDISTURBED SUBGRADE NOTES: �vv �HLL 1. SLICE THROUGH ROOTS IF THEY CIRCLE THE BALL. SPREAD ("BUTTER -FLY") ROOTS TREE PLANTING DETAIL NOT TO SCALE PLACE CROWN 1" ABOVE ORIGINAL PLANTING DEPTH 3" DEPTH BARK MULCH. FEATHER DEPTH TO CROWN. MULCH SHALL NOT CONTACT BARK. 3" DEPTH BARK MULCH. FEATHER DEPTH TO CROWN. MULCH SHALL NOT CONTACT BARK. 2" HIGH MOUND AROUND PERIMETER OF PLANT HOLE BACKFILL WITH PLANTING PIT SOIL ADD MOISTURE POLYMER AT SIDE OF PIT ADS FERTILIZER COMPACT SOIL UNDER PLANT TO AVOID SETTLING EXISTING UNDISTURBED SUBGRADE NOTES: 1. SLICE THROUGH ROOTS IF THEY CIRCLE THE BALL. SPREAD ("BUTTER -FLY") ROOTS SHRUB PLANTING DETAIL NOT TO SCALE 6" TOPSOIL REMOVE EXISTING 6" OF UNDISTURBED GRADE I�II�ITi=1�lII III III -III -III STEP 1 STEP - STEP 3 o� o .o STEP 4 STEP 5 STEP 6 3" DEPTH BARK MULCH. FEATHER DEPTH TO CROWN. MULCH SHALL NOT CONTACT BARK. NOTES: PLANTING AREA PREPARATION SEQUENCE FOR TREES & SHRUBS: STEP 1: REMOVE EXISTING 6" OF EXISTING SUBGRADE. STEP -: TILL THE EXISTING SOIL TO A DEPTH OF TWELVE (12)" STEP 3: SPREAD (6)" TOPSOIL OVER THE ENTIRE PLANTING AREA. STEP 4: INCORPORATE TOPSOIL AND EXISTING SOIL BY TILLING TO A DEPTH OF TWELVE (12)" STEP 5: INSTALL PLANTS (SEE PLANTING DETAIL L2). STEP 6: INSTALL BARK MULCH (SEE PLANTING DETAILS). SOIL PREP NOT TO SCALE 0 NO. DATE BY REVISION DESCRIPTION JOB NO. co -- - E DESIGNED BY: 00 DRAWN BY: CHECKED BY: 0 PROJ. MNGR: N 0 Path: N:\Active Projects\2008\08071.05 Gerhing Sp\CAD Documents\Active\L1.O1.dwg Plot dote: Oct 23, 2009-01:58:57pm CAD User: Brandon. Xref Filename: ( R07120—BP—EX I R07120—SP—BD I R07120—BP—PG ISSUE DATE OCTOBER 2009 K.H.HACKLER B.BERTHOLD L.OSBORN A. NGUYEN PLANTING SCHEDULE SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE SPACING COMMENTS TREES I/// PSEUDOTSUGA MENZIESII DOUGLAS FIR 4 6' 8' 25' O.C. UNSHEARD, FULL AND BUSHY SHRUBS -nACER o CIRCINATUM VINE MAPLE 3 1.5" CAL. MIN. 5' O.C. MULTI -STEM O CORYLUS CORNUTA WESTERN BEAKED HAZEL 3 18"-24" 20' O.C. MULTI -STEM rn MAHONIA AQUIFOLIUM TALL OREGON GRAPE 14 18"-24" 3' O.C. MULTI -STEM, FULL AND BUSHY O RHODODENDRON PACIFIC RHODODENDRON ° 18"-24" 5' O.C. FULL AND BUSHY MARROPHYLLUM OSYMPHORICARPOS 0 ALBUS SNOWBERRY 13 18"-24" 3' O.C. FULL AND BUSHY GROUND COVER ,.ARCTOSTAPHYLOS UVA-NRSI KINNIKINNICK 60 18"-24' 3' O.C. PLANTED AND SPACED, USING A TRIANGULAR PLANTING PATTERN PLANTING NOTES: 1. PLANTING MATERIAL SELECTED IS BASED IN ACCORDANCE TO FWRC TYPE III LANDSCAPING - VISUAL BUFFER. 2. OWNER OR OWNER'S REPRESENTATIVE IS REQUIRED TO PROVIDE CONSTRUCTION OBSERVATION SERVICES FOR ALL LANDSCAPING ACTIVITIES INCLUDING PLANT LOCATIONS, PLANTING TECHNIQUES, AND FIELD MODIFICATIONS. 3. ALL PLANT MATERIAL, PLANTING TECHNIQUES AND BARK MULCHING ACTIVITIES SHALL CONFORM TO TYPICAL LANDSCAPE INDUSTRY STANDARDS. 4. ALL PLANT MATERIALS TO BE USED WILL BE NATIVE TO THE PACIFIC NORTHWEST AND GROWN IN THE PUGET SOUND LOWLAND. 5. ALL NURSERY GROWN PLANTS SHALL BE CONTAINERIZED. PROVIDE ONLY SOUND, HEALTHY VIGOROUS PLANTS, FREE OF DEFECTS, DISEASES AND ALL FORMS OF INFESTATION. OWNER OR OWNER'S REPRESENTATIVE CAN SUPPLY A LIST OF NURSERIES KNOWN TO CARRY NATIVE PLANTS. 6. DIG, PACK, TRANSPORT AND HANDLE ALL PLANTS WITH CARE TO ENSURE PROTECTION FORM INJURY. STORE PLANTS IN THE MANNER NECESSARY TO ACCOMMODATE THEIR HORTICULTURAL REQUIREMENTS. HEEL -IN PLANTS IF NECESSARY TO KEEP THEM FROM DRYING OUT. 7. CONTRACTOR SHALL NOT DAMAGE OR REMOVE ANY OF THE EXISTING VEGETATION ADJACENT TO THE LIMIT OF WORK. 8. OWNER'S REPRESENTATIVE WILL DIRECT AND APPROVE LAYOUT OF ALL PLANTS PRIOR TO INSTALLATION OF ANY PLANT MATERIALS. 9. PLANTING SOIL SHALL BE IMPORTED TOPSOIL (SEE SOIL PREP DETAIL). 10. CONTRACTOR SHALL ADD TRANSPLANTER -TYPE FERTILIZER (4-2-2) AND MEDIUM GRADE "BROADLEAF P-4" GRANULAR POLYMER PELLETS TO ALL PLANT PITS. QUANTITIES OF SOIL AMENDMENTS SHALL CONFORM TO MANUFACTURER RECOMMENDATIONS. 11. CONTRACTOR SHALL PROVIDE SAMPLES -OF THE COMPOST SOIL, BARK MULCH, TRANSPLANTER FERTILIZER AND POLYMER PELLETS FOR APPROVAL PRIOR TO USE ON SITE. 12. CONTRACTOR SHALL INSTALL PLANTS CONSISTENT WITH THE PLANTING DETAILS AND SPECIFICATIONS INCLUDED IN THESE PLANS. 13. CONTRACTOR SHALL NOT INSTALL PLANTS CLOSER THAN SIX (6) INCHES FROM EDGE OF PLANTING ZONE. 14. MUDDLE -IN SOILS IN ALL PLANT PITS WHILE BACKFILLING ROOT BALLS. 15. AFTER ALL PLANTS ARE INSTALLED CONTRACTOR SHALL INSTALL THREE (3) INCHES OF MEDIUM HEM -FIR BARK MULCH OVER THE SURFACE OF ALL PLANTED AREAS. FEATHER DEPTH OF MULCH AT EACH PLANTING PIT AS SHOWN IN DETAILS. 16. THE CONTRACTOR IS RESPONSIBLE FOR ALL PLANT MATERIALS AND RESTORATION AREA SITE CONDITIONS UNTIL THE FORMAL ACCEPTANCE OF THE PROJECT. 17. THE CONTRACTOR SHALL WARRANT ALL PLANT MATERIALS TO REMAIN ALIVE AND HEALTHY FOR A PERIOD OF ONE YEAR AFTER COMPLETION AND ACCEPTANCE OF PLANTING. THE CONTRACTOR WILL BE RESPONSIBLE FOR WATERING ALL INSTALLED PLANT MATERIALS TO ENSURE THEIR SURVIVAL DURING THE ONE-YEAR WARRANTY PERIOD. THE CONTRACTOR SHALL REPLACE ALL DEAD OR UNHEALTHY PLANTS, PER PLANS AND SPECIFICATIONS THAT ARE IDENTIFIED AS REQUIRING REPLACEMENT BY THE OWNER OR OWNER'S REPRESENTATIVE DURING THE ONE-YEAR WARRANTY INSPECTION. 18. CONTRACTOR SHALL GIVE OWNER OR OWNER'S REPRESENTATIVE A MINIMUM OF SEVEN (7) DAYS NOTICE PRIOR TO INTENTION TO PROCEED WITH PLANTING ACTIVITIES. In OSBORN PACIFic GROUP 2125 Westem Avenue, Suite, 502 Seattle, Washington 98121 206-284-8865 Landscape Architecture. Environmental Compliance. Recreational Planning Notes: 1. SEE SHEET L1 FOR PLANTING PLAN RESUBMITTED OCT 2 6 2009 1TV OF FEDERAL WAY BUILDING DEPT. Call 2 Working Days Before You DIG! 1 — 800— 424— 5555 BRAD GEHRING SHORT PLAT Land Development and 29929 - MILITARY ROAD SOUTH Civil Engineering Consultants 650 South Orcas Street, Suite 214 FEDERAL WAY, WA 98003 Seattle, WA 98108 T w.T ECON E F .com 658-0127 LANDSCAPE RESTORATION www.THECONCEPTGRP.com PLANT SCHEDULE AND DETAILS REFERENCE SHEET NO. L2 SHEET 2 OF 2 SHEETS ClTY OF N �- q N' 4 SHORT PL A T NO. 08-102706-00-SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON PI GHTS-OF-WA Y Rights -of -Way graphically represented on this short plat have been deeded to the City of Federal Way by Statutory Warranty Deed. King County, Washington recording number :_._____ ----------------- DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS that we, the undersigned owners of interest in the land hereby short subdivided, hereby declare this short plat to be the graphic representation of the short subdivision made hereby, and do hereby dedicate to the public forever all the easements and tracts shown on this short 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 short plat as being dedicated or conveyed to a person or entity other than the public in which case we do hereby dedicate such easements, or tracts to the person or entity identified and for the purpose stated. Further, the undersigned owners of the land hereby short 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 the City of Federal Way, its successors and assigns which may be occasioned by the establishment, construction. or main- tenance of roads and/or drainage systems within this short subdivision other than claims resulting from inadequate maintenance by the City of Federal Way. Further, the undersigned owners of the land hereby short 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 short subdivision to have been caused by alterations of the ground surface, vegetation, drainage, or surface or sub -surface water flows within this short subdivision or by establishment, con- struction or maintenance of the roads within this short 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 defense, 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 WITNESS WHEREOF we set our hands and seals. Name Name Name Name Name Name State of Washington County of I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public Printed name Dated My appointment expires State of Washington County of I certify that I know or have satisfactory evidence that APPROVALS: KING COUNTY RECORDING NO. CITY OF FEDERAL WA Y DEPARTMENT OF ASSESSMENTS Examined and approved this ____ day of_____M_____. ? Examined and approved this ____ day of_M_________- 2 Director of Public Works Examined and approved this -___ day of_____—_____, 2 __ Director of Community Development Servicves Assessor Deputy Assessor Account Number CI7Y OF FEDERAL AY SHORT FLAT "BRAI;) GEHRING SHOR7 FLA711 EQUIPMENT & METHODOLOGY LEICA TOTAL STATION & ALLEGRO DATA COLLECTION COLLECTOR. FIELD TRAVERSE CLOSED ON AND/OR BALANCED AGAINST OTHER SURVEYS OF RECORD. THE POSITIONAL UNCERTAINTY FOR ANY PHYSICAL POINT ON THIS SURVEY RELATIVE TO ANY OTHER PHYSICAL POINT ON THIS SURVEY, INCLUDING LEAD-IN COURSES, IS LESS THAN 0.07 FEET + 50PPM. LEGAL DESCRIPTION LOT 4, RICHARD'S STEEL LAKE TRACTS, UNRECORDED PRIVATE ROADWAY (TRACT A) LANDSCAPING TRACT (TRACT B) MAINTENANCE AGREEMENT NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES IS TO BE CREATED UPON THE RECORDING OF THIS SHORT PLAT. THE OWNERS OF LOTS 1, 2 AND 3 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE MAINTENANCE OF THE PRIVATE ACCESS, LANDSCAPING TRACT AND UTILITY EASEMENT. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. VOL./PAGE GRAPHIC SCALE 1"=30' SCALE: 0 30 60 90 PORTION OF _ NE-1/4 of _ SE _ 114, SECTION 4, T 21 N., P 4 E,W.M. a v N Vicinity Map 1" = 1 /4 Milo S 298th St 51300th St I " - \ S 300th St 301st 301St o- 302nd cn 302nd P1 a N Ln N' N S 304th St City of F Dept. Of Community Deve!®p Signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. R E S U B M ITT E D Signature of LIJ Notary Public Cn Printed name NOV 0 2 2011 a Dated My appointment expires CITY OF FEDERAL WAY CDS RECORDER'S CERTIFICATE LAND SURVEYOR'S CERTIFICATE Brad Gehring FILED FOR RECORD THIS ......... DAY OF ........, 20 ..... AT ...M This Short Flat correctly represents a survey made by J4 w s P.O. Box 972 me or under my direction in conformance with the is DRYCO Cy���r� Seahurst WA 98062-0972 IN BOOK ..........OF........ AT PAGE......... AT THE REQUEST OF requirements of the appropriate State and City Statute and Ordinance in ............ 200..... DRYCO Surveying, Inc. IA k a; G. PHIL SARGENT KING COUNTY RECORDS & LICENSING SERVICES DIVISION 12714 VALLEY AVENUE EAST; 4145 Jw OWN. BY DATE JOB N0. . .. Io�l3�2011. SUMNER, WA 98390 ,oNAi'LA°�°:'' L.s./J.�. 10/13/201 1 2008128SP ................. I........ 2'>3-826-0300 FAX 253-826-9703 CHKD. BY SCALE SHEET DIRECTOR "u'�`t:' O��tilti Certificate No. 34145 1" = 30' 1 OF 2 CITY OF ..t ,Federal Wa SHORT PLAT NO. 08-102706-00-!�11 CITY OF FEDERAL WAY KING COUNTY, WASHINGTON S. 0 ^300th 85000550 o9gRtANg RS-7.2 TOTAL ACREAGE 31372 SF (0.72 ACRES) TRACT "A" 8221 SF (0.19 ACRES) TRACT " B" 833 SF (0.02 ACRES) NET PLAT AREA 21984SF (0.50 ACRES) COMPREHENSIVE PLAN SINGLE FAMILY RESIDENTIAL ZONING- RS 7.2 19 8 EY,0 560 ACOg p p,Z RSA .2 RECORDER'S CERTIFICATE FILED FOR RECORD THIS ......... DAY OF .......... 20 ..... AT ...M IN BOOK ..........OF........ AT PAGE......... AT THE REQUEST OF G. PHIL SARGENT LINE 5EAKIN6 DISTANCE L I 501 ° 14'31 "W 55.44' L2 N01 ° 14'31 "E 12.58' L3 55a °00'25"E 20.00' L41 501 ° 14'31 "W 13.42' PLAT OF STEEL LAKE VILLAGE DIVISION #E2 VERTICAL DATUM NGVD-29 CITY OF FEDERAL WAY BM #2172-34-1. REFERENCE SURVEYS KING COUNTY RECORD OF SURVEY, AFN 9609049006 KING COUNTY RECORD OF SURVEY, AFN 9204089001 Elevation 481.96 LEGEND ® ENCASED BRASS PIN IN CONCRETE, FOUND MAY, 2008 0 FOUND PROPERTY CORNER AS INDICATED O SET REBAR & CAP LS#E 34145 -rrr EDGE OF PAVING AT FACE OF CURB 7777rrrrm BUILDINGS -ter— EDGE OF PAVEMENT --- WOOD FENCE — WIRE FENCE CONIFER ia DECIDUOUS _ S 301 st Street N89'45'27"W 225. Wiw_) BASIS OF BEARING - STEEL LAKE VILLAGE No. 2 LAND SURVEYOR'S CERTIFICATE This Short Plat correctly represents a survey made by me or under my direction in conformance with the requirements of the appropriate State and City Statute and Ordinance in 200..... ................................. MGR. �'$l1P�fi:'�br.Wrllffokus..... I Certificate No. 34145 RECORDING NO. VOL./PAGE GRAPHIC SCALE 1"=30' SCALE. 0 30 60 90 PORTION OF —NE _ 114 of _ SE _ 114, SECTION 31, T 22 N ., R 5 EW .M 4 Lxa DRYCO �w DRYCO Surveying, Inc. b K 12714 VALLEY AVENUE EAST 34145 aw OWN. BY SUMNER, WA 98390 �'ta�`Ls°� 253-826-0300 FAX 253-826-9703 CHKO. BY THIS SURVEY COMPLIES WITH ALL STANDARDS AND GUIDELINES OF THE SURVEY RECORDING ACT CHAPTER 58.09 RCW AND 332-130 WAC. DEVELOPER Brad Gehring P.O. Box 972 SEAHURST, WA 98062-0972 206-715-8830 Brad Gehring P.O. BOX 972 SEAHURST, WA 98062-0972 DA TE JOB NO. 10/13/2011 2008128SP SCALE SHEET 1" = 30, 2 nF 2