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13-102560 (2)i PROJECT TEAM OWNER: CHURCH OF BLE55145 1450 SOUTH 550TH STREET FEDERAL WAY, WA g8002 PHONE: 206-380-6800 CONTACT: ALEX MELNIK CIVIL ENGINEER: ENGINEER CONSULTANTS NORTHWEST 811 PORTER WAY MILTON, WA g8354 PHONE: 253-452--Mq I CONTACT: BARB OZANICH LANDSCAPE ARCHITECT: ZOLLNER LANDSCAPE ARCHITECTURE, L.L.G. 2228 1515T PL. SE BELLEVUE, WA g8007 PHONE: 425-747-4543 CONTACT: MARTIN ZOLLNER ARCHITECT: FREIHEIT 4 HO ARCHITECTS, INC., P.S. 520q LAKE AASHINGTON BLVD. NE, SUITE 200 KIRKLAND, WA IIW55 PHONE: 425-627-2100 CONTACT: JAMIE LOVE ELECTRICAL ENGINEER: AER ENGINEERS 11155 120TH AVE. NE, SUITE 200 KIRKLAND, WA 46033 PHONE: 425-73q-6051 CONTACT: JOHN BEEBE DRAWING INDEX AO.O COVER SHEET CIVIL 01.0 EXISTING SITE CONDITIONS PLAN C2.0 TEMPORARY ER05ION SEDIMENTATION CONTROL 4 DEMOLITION PLAN 02.2 EROSION 4 SEDIMENTATION CONTROL PLAN NOTES 4 DETAILS 05.0 51TE DEVELOPMENT — GRADING 4 DRAINAGE PLAN 03.1 SITE DEVELOPMENT DETAILS 4 NOTES LANDSCAPE T L102 PROPOSED LANDSCAPE PLAN 00 SITE P I T 1 T P .02 PI A PLAN 4 ELEVATIONS A4.01 OVERALL ELEVATIONS A4.02 ENLARGED ELEVATIONS A4.05 ENLARGED ELEVATION5 ELECTRICAL EI.O PHOTOMETRIC PLAN PROJECT DATA GOVERNING CODE: 200q IBC W/ WASHINGTON STATE AMENDMENTS AS ADOPTED BY WASHINGTON STATE ZONING: COMMUNITY BUSINESS PARCEL #: 172104gO45 CONSTRUCTION TYPE: OCCUPANCY: LOT AREA: BUILDING AREA: REQUIRED PEDESTRIAN PLAZA AREA: PROPOSED PEDESTRIAN PLAZA AREA: REQUIRED INTERIOR LANDSCAPING: PROP05W INTERIOR LANDSCAPING: EXISTING PARKING: PROPOSED PARKING: AC-CE551BLE REQUIRED: ACCESSIBLE PROVIDED: A-5 135,2414 50. FT. (3.06 ACRES) 12,102 50. FT. (15T FLOOR) 5,145 50. FT. (2N2 FLOOR) 15,645 50. FT. TOTAL I% BUILDING AREA OR 15q S.F. (200 S.F. MIN) (p00 S.F. 22 S.F. PER PARKING STALL 4,356 S.F. (FOR I118 5TALL5) 10072 S.F. IM STALLS 1416 STALLS 4 5TALL5 4 5TALL5 LEGAL DESCRIPTION PCL A LESS RD OF FEDERAL WAY LLA #01-102624-00-5U REC #2011212g00004 5D LLA BEING LOCATED IN W 1/2 OF NE 1/4 OF 5E 1/4 OF SEC 17-21-4 KEY PLAN VICINITY MAP NO 5CALE Wq- _SWVWE 21U _ Ircomt 1 3rewd y Parcel B � I EXT'IENT OP WORK NO SCALE _ i�'s:s Lxk3 T LU j u O Q Z Q REV DESCRIPTION DATE PREAPPLICATION CONFERENCE PROCESS III 05120113 1 PROCESS III COMMENT RESPONSE 11122113 RESUBMITTED NOV 2 7 2013 CITY OF FEDERAL WAY CDS Y:\Architectural Projects\12\1\XA12-164\5 CURRENT PHASE DWGS\2 Sheets\Al2-164_A0.0-dwg Nov 26, 2013 - 9:20am LOVE AOmOO PROJECT NUMBER: Al2-164 11126113 0 FREIHEIT & HO ARCHITECTS, INC., P.S. S 328TH ST S88'43'44"E 214.68' rrv10'Esmt #4675062 — — — — — — — — — — — — — — w Q 30'Esmt #4675062 — — — — — — — — — — — — — — — — — — — — — —I � w Q � -0 Parcel B Q' � I 26,204.99 SQ. FT. n \ Q 0.80 ACRES O O z I o PAW 1-1 PL o 'WON EXI5TIN6 INGRE55/ EGRE55 !, 2 Y < Z o I �1' Lu N X4L to -j S88'43'44"E 189.79' N _ o DEMOL15H ALIGN a �n EXISTING CURB PER III-oil-O y CIVIL 10 r10 8 8 �1 W C'I CeD 30'-II" x�crtau b EXI5TIN6 _ CURB PER CIVIL cv cn 3� 3R v O i5 5 litmsmikm-�",,Mf O r J LK m v ._._..... .................. •:� G d' G II II G I -- Ln _p ..........I L— _._.......... _ / ...... ...... ............. I NEW SANCTUARY 'J 822 SEATS 1ST;R 154 SEATS 2Ng FLOQR MEZZANIN EXISTING LOT LIGHT TO BE RELOCATED S65'12'19"E 27.27' 0 o 6 00 110 '(3" 1 CIA EXISTING LANDSCAPE 15UFFER 5 - El ............ ........ _.._ DEMOL15H EXISTING CURB PER CIVIL NEW SANCTUARY BUILDING 12,151 50. FT. 15T FLOOR 3,143 50. FT. 2ND FLOOR 15,814 50. FT. TOTAL EXI5TIN6 BUILDING TO BE DEMOL15HED 6,588 50. FT. S88'43'44"E EXISTING BUILDING EXISTING ROCK WALL PER CIVIL — — — — S88'43'44"E 214.68' r,v — — — rtv 10'Esmt #4675062 — — — — — — — — — — — — — — — 4,1 — 30'Esmt #4675062 I — — — — — — — — — — — — — — — — — — — — — —I r Parcel B n ` � I 26,204.99 SQ. FT. W� 0.80 ACRES p I 0 o o Q I `�J z w o - N u- d w -1 S88'43'44"E 189.79' N ITA -I DEMOLISH ALIGN q EXISTING INGRE55/ EXISTING _ EGRESS CURB PER CIVIL lo 10 10 8 8 ✓ e EXISTING CURB PER CIVIL el 0 aJ 'R 3' } CV ° G Q EXI TI qC7 lG LAN7.6A BUF E ® G u G Im. EXISTING LOT LIGHT TO BE RELOCATED wl S65'12'19"E 27.27' 0 0 w 00 M ►- w M N 0 z I _.......... 10'-01, EXISTING LAN125CAPE v I BUFFER s ul o G G 04 25-3" T5'-g" _ - �t �n I I ° I _ DEMOLISH -� EXISTING — — — ® ry CURB PER a i CIVIL a. _.J DEMOLISH a EXISTING . �- -- -- -- -- '- PER CIVIL e O tom-• I/ N L0 ,, _— dJ ` 4 ...... O I � .............. . .......... . .' NEW SANCTUARY I 822 SEATS 1 ST FLOOR j 154 SEATS 2ND FLOOR MEZZANINE .... - ------- EI' G j G (j a s Q I G PLAZA �Ie.. (+ d A!FMI A = I 1,000.SQ. FT.. a W 6 1 1 1 1 1 r\\11 DEMOLISH EXISTING CURB PER CIVIL NEW SANCTUARY BUILDING 12,102 50. FT. 15T FLOOR 5,145 50. FT. 2NO FLOOR 15,845 50. FT. TOTAL EXISTING BUILDING TO BE DEMOL15HED 6,588 50. FT. S88'43'44"E — —r— EXISTING BUILDING TO REMAIN ,I y � v Q v v -tu z tY EXISTING 4 O E 4 INGRESS/ u - 3 EGRE55 LAtr�0 v S 330TH ST S88'44'01 "E 335.74' Yftkchitectural Projects11211VA12-16415 CURRENT PHASE DWGS12 Sheets\Al2-164 A2.0.dwg Nov 26, 2013 - 9:09am JLOVF I ❑ ❑ v I v 7 `I 4 ✓ EXISTING ROCK WALL PER CIVIL �Z PROJECT DATA Z O meo age age U) GOVERNING GORE 20001 IBC W/ WA5HIN6TON STATE AMENDMENTSWe AS ADOPTED BY WA51-1INGTON STATE age, EWE ig 0 to ZONING: COMMUNITY DJ51NE55 age 0meJ iL 5. PARCEL #: 172104go45a W aWEE M Q CONSTRUCTION TYPE: age eve'■ OCCUPANCY: A-3 O age LOT AREA: 133,2g4 50. FT. (3.06 ACRES)a W W age BUILDING AREA: 12,102 50. FT. (1ST FLOOR) L6 53e 50. FT. (2ND FLOOR) tome 15,645 50. FT. TOTAL Magi AREA 15q 5.F. (200 S.F. MIN) e age age REQUIRED PEDESTRIAN PLAZA AREA: PROP05ED PEDESTRIAN PLAZA AREA: 1% BUILDING OR 1,000 5.F. face cow, Z REQUIRED INTERIOR LANDSCAPING: 22 5.F. PER PARKING STALL age age age Q 4,356 5.F. (FOR Iq8 5TALL5) age U) PROP ED INTERIOR LANDSCAPING: 10,872 5.F. age Mae age ING PARKING: ISq STALLS age fPA,RKINr7REQUIRED: I STALL/ 5 SEATS (BASED ON q76 5EAT5) CEO = Ig5 STALLS 05ED PARKING: I418 STALLS age ACCESSIBLE REQUIRED: 4 STALLS WER fame ACCESSIBLE PROVIDED: 4 STALLS age age 900 -- - — an an a RESUBMITTED APR 11 -?1 CITY OF FEDERAL WAY CDS PRELIMINARY SITE PLAN 50ALE: I" = 50'-0" ded age age ace wam age Raw wee Ln P WE age 0 cam u wee age 7- face U. wam wee wee aa Eaw Mae age age wee age OEM ace mete age e face wee age age ace gea Mae age age age wee War. zi gew age age face c 0 0 age e , z * Cd NEW LAM AN Am KBE °uN e W REV DESCRIPTION DATE PREAPPLICATION CONFERENCE PROCESS 111 05/20/13 1 PROCESS III COMMENT RESPONSE 11/22/13 M �a EXISTING NORTH ELEVATION SCALE: NT5 EXISTING SOUTH ELEVATION SCALE:: NT5 EXISTING WEST ELEVATION SCALE:: NT5 EXISTING SOUTH ELEVATION SCALE:: N75 t' Z Z to Va 1— Uj 0 j made V. Occ a oc Me we �z me we we we �a Wee 0 wee tq age '04 wage Lee age pl% mew eaft gee wee 2: ewe wee MWM wee ewe ewe a wee 0949 Mwe Ma dMe a e 00 gew Mae get eme age alL age ewil Mae Mae eewl mew ilea z Mew Mae ame cow efda m s ece 3 42 m ewe a a w a a+ Mace ewe :i. REV DESCRIPTION DATE PREAPPLICATION CONFERENCE PROCESS III 05120/13 eMe e' MaeA2v0l Mae PROJECT NUMBER. Al2.164 6107113 FREIHEIT & HO ARCHITECTS, INC., P.S. Y:\Architecturai Projects\12\1\XA12-164\5 CURRENT PHASE DWGS\2 Sheets\Al2-164_PHOTOS.dwg Jun 07, 2013 - 3:07pm JLOVE PLAZA ELEVATION SCALE: 1/4" = 1'-0" m Lu IW6 >m J, I"v� �v �z =a REV DESCRIPTION DATE PREAPPLICATION CONFERENCE PROCESS 111 05/20/13 1 PROCESS III COMMENT RESPONSE 11122/13 PLAZA ELEVATION SCALE: 1/4" = I'-0` Y:\Architectural Projects\1211\XA12-164\5 CURRENT PHASE DWG&2 Sheets1Al2-164 A2.2.dwg Nov 26, 2013 - 9:18am JLOVP rj--� ENLARGED PLAZA PLAN \�A2-o2 SCALE: 1/4,, = i--o-- A 2mO2 PROM NUMBER: Al2-164 11/26113 * FMINEIT & NO ARCHITECTS, INC., P.S. T.O. PARAPET T•O. PARAPET ►f WA T.O. PARAPET __.__.....,__-„....._.__ __..... _--------- _......_._.._____ ___—__. _____._______ ._______�_____..._� ___-- +30'-10 I/2"............................:............_...............................................................:. T.O. PARAPET EXI5TING = i / 1 -55 I I E(j 4 t i .... .. ....... . .. 7 E i i - i } i { T.O. SILL __�:_......_..� _ .___ - ................. ..... . .... MATCH EXISTING......... , } T.O. 5ECOND FLOOR Irl MATCH EXISTING I . . . .... .... ... .. ...... ....... . .. ... .. j s� . . . . ........ ... . / I —.`"' 3 I " 2-, ff ._ Ek E f - I — T.O. SILL _ t ....,..._..; ..............„._... >r„.,. „..-..-r.....-.....e„... ,.-.,. ..__.-.v -...> w.„. _-. ,y. -. _._=.....K^ _ � "8 ..:.. _.,e.„S:-....vS ....-r.G-.......X" -:-wv..._. y +..-T ,_K"�'+��s-�--.w.�:..- w.;L�-�1'v+^',-:Z-<�.>' �. V:�-s-.-«'"S' «.-w.. "'S. w . -.—. -e „..M «=' -�. -` l:;w"n" ..?'..'C.":.`:':a:'..:......� .".'.".v;—.^''e"..i .�'�":..:: "�. ^. :i.. _:. �., ,. .1.....:..-...„... ..: _ MATCH EXISTING .-,"-�_.."..^_._��--�-�:xr:��....K�...„�`..�::V%.._:__ �-<. '-�-K':,;-,��:-:. M i �............ ^... a---��--�- v-�-:w--. ... :.:::X:":%:^:%::::::::::X:-::..........X.: X:K:.X ........[._,..A..............-.....L.......-:5.„.,:: x.....-:'::k:„..::'F r... - „ :............."._:...........,.-.^...................,. ........:.. .....•%�._: ............v. ..". ..F..;..:.. ...-. ....;..:.. ...x..........K..... .x...........K.-.^. ............`':':::->K!:....:..S..K....:.....:...'..x._....:....:�X:x.:i:...:...^.„.5.._:._.:..:..K_.. F..._,.. :.„.5......_:.._..._. ..: ...: v .A.."..X...........Y..."..X.._...:K.„.,.„.5.........K.„....,..5. .......J.»,„ - „ n „a :X:.:;i: . :..:..... .. - w Y.-d-+.... ^ : „...•., ..„.., .... >..„. „„ .„ -« .e �. � ..... .. „-_w...K'"'y. ]-w'T.:�'i .v . .. „ -e--. v : -: e ....-w.,... .. .^'1�'. "". �..Z. �.i':: .•...'i . .X.':'?..,'^ T.0.5LA5 SOUTH ELEVATION SCALE: 1/6" _ It-o" T.O. PARAPET 35'-0" T•0. PARAPET +51'-10 1/2" T.O. PARAPET `P +50'-10 1/2" T.O. PARAPET EXISTING �h T.O._ 51LL _ Y MATCH EXI5TIN6 T.O. SECOND FLOOR MATCH EXISTING T.O. 51LL UGH r- 15TIN6 ot T.O. 5LA5 01-011 2 WEST ELEVATION ..00 5GALE: 1/8" = I'-0" Y:1Architectural Projects\12\1\XA12-164\5 CURRENT PHASE DWGS\2 Sheets\Al2-164 A4.00-4.03.dwg Jun 07, 2013 - 8:59am LOVE i a Mae ace e e caw MEM allow al I'm awe meta faMa Mae a [0cc eem me age MaE me a - eta Mae age e Ee e_ a Me ee m eME m m mew caw MaeCRE — Mae Mae caw ME Mae caw ewe age Mae Mae e- l ewe Mew agE err° r • • • o LU LU ELLEN GRUENEIS OF WASHINGTON REV DESCRIPTION DATE PREAPPLICATION CONFERENCE PROCESS Ill 05/20113 A4mO.O ROJECT NUMBER. Al2-164 6107/13 1 FREIHEIT & HO ARCHITECTS, INC., VAL NORTH ELEVATION 50ALE: 1/5" = 1'-0" OL T.O. PARAPET T.O. PARAPET .i/2p — �. T.O. PARAPET +50'-10 1/2" ,LT.O�PARAPET 'I* EXISTING T.O. SECOND FLOOR MATCH EXI5TIN6 _oTO�51LL _ MATCH EXI5TING T.O.5LAB \qr� y 1_ 011 2 EAST ELEVATION 4.01 5CALE, 11611= 1'-o" IX 14 o ZOO Z LIA J� ma � L. > ai ai O� =a =Z �a Mae Mae MMM Meg e Uj EMM z age — Me aa2 Ram age om gee Mae M Mae WMQ Mee W a W 0 0.1 Ln Mae C3 (A LLI jw so wm co REV DESCRIPTION DATE PREAPPLICATION CONFERENCE PROCESS III 05/20/13 Y:\Architectural Projects\12\1\XA12-164\5 CURRENT PHASE DWGS\2 Sheets\Al2-164 A4.00-4.03.dwg Jun 07, 2013 - 9:00am JLOVE PROJECT NUMBER: Al2.164 6/07/13 0 FREIHEIT & NO ARCNITECTs, INC., P.S. T.O. PARAPET T.O. PARAPET +51'-101/2" 4�PARAPET 30'-10 1/2" OL T.O. PARAPET EXISTING O�T.O�51LL BATCH EXISTING OL T.O. SECOND FL �-MATCH EXISTING T.O. 51LL _ MATCH EXISTING T.O. O'-O" TYR SOUTH ELEVATION SCALE: 3/16" _ .1'-O" T.O. PARAPET T.O. PARAPET +5I'-10 1/2" T.O. PARAPET +501-10 1/2" T.O. PARAPET EXISTING ,j,_ T��.O�51 LL ETCH EXISTING 4 T.Q. SECOND FLOOR BATCH EXISTING T.O. SILL MATCH EXISTING AB 0'-D" TYP. TYP. TYP. TYP. TYP. TYR WEST ELEVATION MOM wee Mew Mae age age offe- 900 Mae MeM . e glee MOM acme Mae coca Mae Man ae . Mae wee m vm OEM 00 _ ace Mae fame caw Mae age.� CEO Mae age MWM ace MOM Me QM 9 Mae > W� M eve as MOM Mile mow age age Mae ewe MM 50ALE: 5/ 6" = 11-O" FINISH & COLOR Mee SCHEDULE fame Wall NO. MATERIAL FINISH COLOR NO. MATERIAL FINISH COLOR al-pl EIFS PAINT MATCH EXISTING 6REY Ej -O6 WINDOW MATCH EXI5TIN6 MATCH EXI5TIN6 - CLEAR Mae ace 201211 0 EL-02 EIF5 PAINT MATCH EXISTING WHITE EL-07 DOOR HOLLOW METAL MATCH EXI5TIN6 Mae a O MIUM ea i=1-03 I TRIM 4 CORNICE - EIPS I PAINT I MATCH EXI5TIN6 GREY '.-p8 ( EXTERIOR WALL SCONCE I MATCH EXISTING I MATCH EXISTING Mee wee EL-O4 1 BRICK EL-05 I STOREFRONT MATCH EXISTING MATCH EXISTING I MATCH EXI5TIN6 MATCH EXISTING - CLEAR 19 • 3 in tu 96, :3 UM RI rILG- G tUi:NEIS E GF WASi BAN TON REV DESCRIPTION DATE PREAPPLICATION CONFERENCE PROCESS Ili 05120/13 A4n02 PROJECT NUMBER: Al2-164 6/07/13 ® FREIHEIT A HO ARCHITECTS, INC., P.6, Y:Wchitectural Preject3112111XA12-16415 CURRENT PHASE DWGS12 Sheets1Al2-164_A4.00-4.03.dwg Jun 07, 2013 - 3:33pm JLOVE Y:1Architectural Projects02111XA12-16415 CURRENT PHASE DWGS12 Sheets1Al2-164 A4.00-4.03.dwg Jun 07, 2013 - 3:33pm LOVE NORTH ELEVATION SCALE: 5/I6" = 1'-0" -.0. t-AKA?"'t:TAL +35'-0" '.0. PARAPET +31'-10 1/2" r.0. PARAPET +50'-10 1/2" r.O. PARAPET EXISTING T.O. SILL ,TCH EXI5TING GOND FLOOR TCH EXISTING _ T.O. 51LL ,TCH EXISTING T.O. SLAB 0'-O'' T.O. PARAPET 55'-O" T.O. PARAPET +311-101/2" T.O. PARAPET +30'-10 1/2" TYP. - EL-02 T.O. PARAPET EXISTING EL-04 EL-03 T.O. SECOND FLOOR��_ MATCH EXISTING EL-02 C - :� __ T.O.51LL MATCH EXISTING ----s,--. --- ; - z = -_— , ....- -r-- x_ _ - T.O. SLAB 1119 1 ,IN • • J I NO. MATERIAL FINISH EL-OI EIF5 PAINT EL-02 EIF5 PAINT EL-03 TRIM 4 CORNICE - EIF5 PAINT EL-04 SICK MATCH EXISTING EL-05 5TOREFRONT MATCH EXISTING I LE COLOR MATCH EXISTING GREY MATCH EXISTING WHITE MATCH EXI5TING GREY MATCH EXISTING MATCH EXI5TING - CLEAR EAST ELEVATION SCALE: 3/I6" = 1'--0" NO. MATERIAL FINISH EL-06 WINDOW MATCH EXISTING EL-0'I DOOR HOLLOA METAL EL-08 EXTERIOR WALL 50ONCE MATCH EXISTING COLOR MATCH EXISTING - CLEAR MATCH EXISTING MATCH EXISTING wi; waft a, 4 La all, wm, W. m "aa aw,a 2 0: ea 0 3: V a -a le f?- 42 a 0V. P- Q9 V. 9W -. a, m m 42f9 W90 a4!W ., z m 0WE4 &I6E 09 f4 0z � z zo co EL J ma �s al0 0 aLU V F Z X a v lCc RRI ELL GtENEIS STATE OF WASHINGTON REV DESCRIPTION DATE PREAPPLICATION CONFERENCE PROCESS III 05120/13 A4m03 PROJECT NUMBER. Al2.164 6107113 C FREIHEIT & NO ARCHITECTS, INC., P.S. 1 I TO COWM NEW N FEW MI13CAP NEW SIDEWALKS TO REMAIN TO REMAIN TO NEW PLAZA EXISTING TO Ill EXISTING WALL SCONCES TO REMA"N TO REMAIN PLANIER -- lid ___-__-------__ -__ ___ _ - _ .__ O JF�_ =_ - --- F ® �/ ® ® //' a , O EXISTING SIDEWALK EXISTING TO 1plPw,fPX SITE PLAN NOT TO SCALE O TO PLANTER 4 9 EXISTING 0.2 FC (TYP) a ,toll ii :° . 2 lcsi A. 1,3 BUILDING EXISTING BUILDING EXISTING WALL SCONCES TO REMAIN O O 0 S1 r ml . :1 MA x lz -6jin 0.2 FC (TYP) 10.2 FC NOT TO SCALE CRITERIA IS 02 FOOT/ ON 1 PER IES IRECOMMENM OUTDOOR • • 1 • ' 'iiEi BY THE CITY OF 1 EXTERIOR LIGHTING FIXTURE SCHEDULE: MARK SYMBOL DESCRIPTION DIFFUSER LAMPS BALLAST MOUNTING LOCATION MANUFACTURER AND WATTS TYPE CATALOG NUMBER S1 � "DOWN ONLY' RADI .L TEMPERED 1-15OW HIGH ELECTRONIC SURI-ACE EXTERIOR GENERAL TO CONFIRM MANUFACTURER. NEW WALL SCONCES ARE TO VS 150S WALL SCONCE WITH FULLGLASS RE FS SHIELDS I SODIUM BUILDING MATCH EXISTING WALL SCONCES BUT NTH FULL SHIELDING INCLUDED. NOTES: 1. ALL OUTDOOR LIGHTING SYSTEMS SHALL BE EQUIPPED WITH AUTOMATIC SWITCHES CONFORMING TO THE REQUIREMENTS OF SECTION 1513.6.2 OF THE WASHINGTON ENERGY CODE. 2. THE USE OF SENSOR TECHNOLOGIES, TIMERS OR OTHER MEANS TO ACTIVATE LIGHTING DURING TIMES WHEN IT WILL BE NEEDED IS REQUIRED TO CONSERVE ENERGY, PROVIDE SAFETY AND PROMOTE COMPATIBILITY BETWEEN DIFFERENT LAND USES. D 7 aEeCce � Z to C eeecee Z Z ®ewe Calm = ao eee M a ace Q 3 e we W M ewe W M a cee caw ewe a J ace aceleace L6 Cace awcaw L16 ®� � W eee ♦' ewe V weeeeee ace ace ece eee ace Cc ace caw ace ace c eee Mae Glee Glee ewe ace tsC41C eeee ee ace ace eeecee Glee o ace *+ weal N eeeeee cafe ace 00 Glee Ln N ace ewe W acer• glee f ace o ace U ewe = ace U eeCC cafe eseeseee a O ewe ewe 3 face 3 ece M (e ee (e p ace ao ewe �+ EEC ace .� eee 3 ear CONSULTANTS ace ace L_ face ee Y — ER Glee p ENGINEERS wee C) ewe � 11155 I20TH AVE. N.E. Glee U2 SUITE 200 ace — KIRKLAND, WA 98033 ee e z (425) 739-Ml S41C = (425) 739-7362 Ze m Amd23/AoLom ese ee eIe o AER1184SUEM. 05.1&13 Cam" DRAWN BY: 8WIROId HARRIS t DESIGNED BY: JOFN BEEBE VA Wee 3 CHIMI(ED BY: JOHN BEEBE acee ewe ace Glee a, ecee N ewce ee `n O 0 Cd R A 1= eeeee eleCC ee4eee m REV DESaWM WE PREAPPLICATION CONFERENCE PROCESS III 05120113 ee el E EEC ace eeeeC eeeeee eeeeee ewe ee ee C (ace eeeeee 414141 eeeeee Wee wee ace El m0 Glee MHO %*7=KAN Glee PROJECT NUMBER: Al2.164 6e al ®FREIHEIT & HO ARCHITECTS, INC., P.& PROJECT TEAM OWNER: CHURCH OF BLESSING 1450 50UTH 55OTH STREET FEDERAL WAY, WA 418002 PHONE: 206-5W4800 CONTACT: ALEX MELNIK CIVIL ENGINEER: ENGINEER CONSULTANTS NORTHWEST 611 PORTER WAY MILTON, WA 118554 PHONE: 255A52-11411 CONTACT: BARB OZANIGH LANDSCAPE ARCHITECT: ZOLLNER LANDSCAPE ARCHITECTURE, L.L.C. 2226 1515T PL. SE BELLEVUE, AA 48001 PHONE. 425-141-4545 CONTACT: MARTIN ZOLLNER ARCHITECT: FREIHEIT 4 HO ARCHITECTS, INC., P.S. 52041 LAKE WASHINGTON BLVD. NE, SUITE 200 KIRKLAND, WA 418055 PHONE. 425-52-1-2100 CONTACT: JAMIE LOVE ELECTRICAL ENGINEER: AER ENGINEERS 11155 120TH AVE. NE, SUITE 200 KIRKLAND, WA 118055 PHONE: 425-15q-6051 CONTACT: JOHN BEEBE GOVERNING CODE: ZONING: PARCEL #: CONSTRUCTION TYPE: OCCUPANCY: LOT AREA: BUILDING AREA: 20041 IBC W/ WASHINGTON STATE AMENDMENTS AS ADOPTED BY WA5HIN6TON STATE COMMUNITY BZINE55 1/210441045 A-5 155 2014 50. FT. (5.06 ACRES) 12,102 50. FT. (IST FLOOR) 5145 50. FT. (2ND FLOOR) 15,845 50. FT. TOTAL REQUIRED PEDESTRIAN PLAZA AREA: 1% BUILDNG AREA OR 159 S.F. (200 S.F. MIN) PROPOSED PEDESTRIAN PLAZA AREA: 1,000 S.F. REQUIRED INTERIOR LANDSCAPING: PROPOSED INTERIOR LANDSCAPING: EXISTING PARKING: PROPOSED PARKING: ACCESSIBLE REQUIRED: ACCESSIBLE PROVIDED: 22 S.F. PER PARKING STALL 4,556 S.F. (FOR I018 STALLS) 10,612 S.F. ISq STALLS Iq8 STALLS 4 STALLS 4 STALLS DRAWING INDEX LEGAL DESCRIPTION AO.O COVER SHEET PCL A LESS RD OF FEDERAL WAY LLA #01-102624-00-5U REC #20112124100004 50 LLA BEING LOCATED IN W 1/2 OF NE 1/4 OF 5E 1/4 OF SEC 1-1-21-4 CI 01.0 EXISTING 517E CONDITIONS PLAN C2.0 TEMPORARY EROSION SEDIMENTATION CONTROL d DEMOLITION PLAN 022 EROSION d SEDIMENTATION CONTROL PLAN NOTES 4 DETAILS C5.0 SITE DEVELOPMENT - 6RADIN6 4 DRAINAGE PLAN 05.1 SITE DEVELOPMENT DETAILS 4 NOTES LANDSCAPE LIOI EXISTING TREE RETENTION PLAN L102 PROPOSED LANDSCAPE PLAN ARCHITECTURE A2.00 SITE PLAN A2.01 EXISTING 517E CONDITIONS PHOT05 A4.00 OVERALL ELEVATIONS A4.01 OVERALL ELEVATIONS A4.02 ENLARGED ELEVATIONS A4.05 ENLARGED ELEVATIONS ELECTRICAL E1.0 PHOTOMETRIC PLAN VICINITY MAP NO SCALE KEY PLAN NO SCALE Parcel B ' EXTENT OF WORK �zfla- z COD �0 �W ma 0 0c LU Qpm z Q e wee malm wee m0 wee Mee Wee Tee malim dig? ��" > - 01 Lv a AK-sTE RI ELLEN GRUENEIS gem OE WASHINGTON age U `r d r V lJ Ivy �v 2-7/ 1 JUN Y:1Architectural Projectst1211M12-16415 CURRENT PHASE DWGS12 Sheets1Al2-164 A0.0.dwg Jun 07, 2013 - 3:39pm JLOVE I_i-I t I I I I I I t � I t l I I a � I I I I II I t I Ir t I I II I I IOIL I I tII II I--_--__ I I I II I I III I I IIr®-®-®®- I t tII I I 11011 --_---- I I Iov II I I I I I III I I III II I -__--__ I I t II I � 00)) II I I I I It I II I �Oil III" I I I ------- I II- I IOil II 1IL------- I I Itl I I I ! II II l II ---- — —_ —iI II II`—_--_—_ II Al II II IL ------- It II II II - Al II It IF ------- II -------11 II I ----_—_ II II -------11 II I II° — — — — — — - II II II II II Matchline - See Right TREES SYM NAME QTY SIZE SPACING 6 7 Acer circinatu m 2 (3-4 Main As Shown Vine Maple Canes) Acer platanoides 'Columnare' Columnar Norway Maple 2 2" Cal As Shown 0 Acerrubrum Red Maple 1 2" Cal As Shown Picea omorika Serbian Spruce 3 6' - 7' As Shown Quercus coccinea Scarlet Oak 7 2" Cal As Shown 1 I I I I 1 _ T 1 I I I I 1 I I 1 I 1 1 1 II II tI tl II II II II II EXISTING TREES SYM NAME 0 SIZE SPACING Abelia x'Edward Goucher' 17 5 Gal As Shown Edward Goucher Abelia Cornus sericea 'Kelseyi' 21 2 Gal As Shown Kelsey Dogwood �y Mahonia aquilbiium 11 5 Gal As Shown Z,sS Oregon Grape Osmanthus heterophyllus 'Goshiki' 13 5 Gal As Shown Goshiki False Holly [� Pennisetum setaceum 'Purpureum' 39 3 Gal As Shown Vl� Red Fountain Grass ®Spiraea japonica 'Magic Carpet' 43 2 Gal As Shown Magic Carpet Spirea Viburnum tinus 'Spring Bouquet' 24 5 Gal As Shown Spring Bouquet Viburnum k k k k k Gaultherla shallon 22 1 Gal 30" O.C. x} Salal Pennisetum alopecuroides 'Hameln' 76 2 Gal 24" O.C. Hameln Dwarf Fountain Grass Vinca minor 131 1 Gal 30" O.C. Dwarf Periwinkle Matchline - See Left I II IF ------- I I I II € € I I I I ------- € € t IILa I I I tlm II ------- I I I I I I I II -------- II I I I 1 11 I I I II tr ------- II CHRU 1 I I II II I t IF II 1 I I 11 I I I II tl Iw..___. ---. - I I I I II t I 1I co I I------- II I Ii t I t II I € 1 # 1 I 1 € 1 t � � , 1 € �' 1 I € �" 1 i �' 1 € I �' 1 € 9 A 1 I I 11...� ' 1 I (_h EXISTING CHRUCH tl �, I II I I t I I I I I II t t % % t *� IN I I 1 1 1 11 I 1 � - I -1 JIL ------------------- CHURCH OF BLESSING 1430 SOUTH 330TH STREET, FEDERAL WAY, WA __---_ti - II II II �I I� It � II I I - I I — — ....m -.._ _.........w..—.........— ——....—. _.....— ..... .._.._.._ — __........_ ._.._..._ __.. — . — — — __..—.—..._.... _.._ ._. -- 4 ..-........k..........-..._ __..._._.._.._ ........_...Y.._ — __......w. __:.. — __...___.. __....._..._.... __.. — —...— __._ — __....,.. _..... y.-...—.— — ._....vi ..._ _........w — __...— _- __....-..- W......-._ _.._ —... _....._.. — _.._ ..........._ _.. -- -..Y _.__...._..— __.....v.: —....._ _.....—. S 330th STREET LANDSCAPE PLAN APPROVAL Wit, Number• Cv�nmlents: 4 Zollnes Lamiscape 1- rchitectuie L1- . Martin Zollner / Principal nn" zoHnerla,com 2z28151Ist .M-:5E, eile2rae�,'c x�: M07-632.E T 42574' -4, 43 www.zollnerla.com go S 328th STREET ' 24 -. -- 39 49 50 1 1 1----51 43 ---- 4 1 52 45 53 _ - - 87 85 83 81 88 89 __ 0 47! 796 ! - f 1 84 - 82 80 - - - 55 _ 103 i 1 1 I I LJIEJIVLJILi1 ' ! i 104 1 1 I l 1 I 1 1 I i I 1 1 58 67 78 1 1 77 g 1 101 100 55 2 � - 56 i ! € ! ! ! € ! ! ! € 'Gal" ! JL {59 , , 68, , , 79 € 76 , € 91 i M 60 61 93 64 69 74 1 I _ _ _ 97 ! 75 --� - 63 i 65€ 166i 17 i 94i 95 96 62 -------- 71 7 72 I-- - - ..._,.._..._._....._ - - - - .-. - -. -.. __,_ . g - - - - "--....._.__----- -- _ _--------------- ...._.. —— _ S 330th STREET —.-----_..---.-----__..- __..-____ LEGEND Existing Deciduous Tree to Remain Existing Coniferous Tree to Remain XExisting Deciduous Tree to be Removed Existing Coniferous Tree to be Removed CHURCH OF BLESSING TREE UNIT CALCULATIO& Units Required in BC Zone: 20 Units / Acre Total Site Area: 134,597 SF (3.09 AC) Tree Units Required (Site): 62 Tree Units for New Constrution 1 Unit / 500 SF New Construction: 12,102 SF Tree Units Required: 24 Total Tree Units Required: 86 Tree Units Retained: 89.5 Tree Units Added: 13 Total Tree Unites Provided: 102.5 1430 SOUTH 330TH STREET, FEDERAL WAY, WA 30 0 30 SCALE IN FEET I_ OM Mr ` , VERTICAL DATUM: K.C.A.S. BENCH MARK: CP NO. FW 121 ELEVATION = 323.2 FEET NGVD-29 TOPOGRAPHIC SURVEY PREPARED BY: DRYCO SURVEYING, INC. - JOB NUMBER 201308 APRIL 2013 NIA I I n XI I L'-I I 1 1 u I I I I u 3 II u I I RAW I I 1 u II I I I II I II I II II CHURCH OF BLESSING - SANCTUARY ADDITION EXISTING SITE CONDITIONS A PORTION OF THE SW 1/4, SEC. 17, TWP. 21 N., RGE. 4 EAST, OF THE W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON 13TH AVENUE SOUTH II I I SDMH--I-------------------------- Im:----------------- ----------------------------------- I.E. = 397.03, 12" SW a I -------------------------------- ----------------------------- �// I ————————————————— I.E. = 397.03, 18 N � --------------------------------------------- I ----- EXISTING 12" ==========�_ = I I---------===========� --- I o f- -_ -------------1----------N—I------------------------- N ----------------------------------------------------- I — — — — — — — — — — — — — — — — — — — — — — — — - I I D----i--- EX-- ST — 'X 1 ----- Ilk EXISTING GROCERY OUTLET STORE SITE PLAN 1" = 30' �C- IC— S 65'12'19" E 27.27' EXISTING POST OFFICE -- 1 i N 01 *15'41 " E 117.00' ' - -409 —410 c 'v=MY'._ ,�.�. <__-- #46750 -',,;} ;;:';c�. V..c:"'n .r`'y'ct +'s�'_•,x« .`^`s`iy?!y:r - ''i,`_:;y°h.•�•:.,�,�.5't �'•<i�I I ig:.r #4675062 ;�.-• - �4,.-, - _ �:a 'ice;; �;"��- .�.:�>; I I ='.��`'��a�<'°•; 5'•try-'�'��i�'";',;'•.-'-='�'�rw.T-�c;`,�"<:\%u;:�'_S:=i'f�ll M I I -YU, r4 :•� '��S'•='2,eE�. ,-'rra:^ ��s=?l! ♦ l�`�'..!C. r..<�N "sic- I I I I I . 'yam: �psi�i�+,•!f.c��= c'i'L^•`yY`Y'� S "s'�i�i.:':-,�7 I CO Z��.�tikitiiyy';:.;I I I I _ — N iF .e i'w�^� I ) �1.-. ca T:S?h �� `'4a;°.;w;'"ui:'. ±>'�;;?;r� I(s^�i?s-`• �',\y'.ti�ll I M __ Parcel B I -- ,. Ft. 2620499 Sq. ....� . ryr.; ::,�;,;�` .r,k�-:'`::%4;:. F-�.°1x� /t;°°;;ji �,y�,. .;,L'%^rS2� �JI �• ;'!tw=:•%t;:'t�-,';"':;��:=:v.�s:,x.^tt?.;r.',:?c_. �;�:.:c:;,:;; y Nv�h?f,�—:�ll 0.60 Acres 00 irti-: `=.•:4ti,i��_ '_jig- - �:iit"��+:: u�'ry. '?•='-: I Egg �ti�r� 'vV .`:�?::+fir ;�y.(4�.` _ ::�2-�c ~•'�:',.Rr i:'i i�•'e��'}:jl I I•"• '�i�Y .��' !:�_•F :..-ts=ti:�+�ii4�1 �•�H I T t Sfr 100 00 0� - �: yi�;iti.x �; r?r:�Yt ; a.:=�y'{,"i:S✓=y';--`VI �t..�+i��"L�:=.:!<`: (� ..n •��, .,; I;; I I S^ e;;?, - t gf- �. '-'�� - ':. F:t Yy'��'i=-:.y- Jet �.��J::,n -�ti,�s.: R�-� •r- �':v�•': pa'u,?'t} I '�t:�;1�=`=''--�'`'`-s�'S':='+r' �..��-✓`''�-fir_''..".'.'+''i: 'y� u - -- _� - - � - S01'12'3 'LW,82.11' I I I S 01 °1,nG" w 210. 00' 6 — Rim: 406.94 I.E. = 403,5, 6" E & W FXISIING. ------S------- �— x— LEGEND PROPOSED — PROPERTY BOUNDARY CENTER LINE NEW STORM DRAM STORM SEWER ® STORM SEWER MANHOLE ■ CB CATCH BASIN Q DW INFILTRATION DRYWELL 4" SS SANITARY SEWER ASS MH SANITARY SEWER MANHOLE O S.C.O. SANITARY SEWER CLEANOUT F' w WATER LINE FIRE HYDRANT 0 WATER METER WATER LINE GAS LINE 200 GROUND CONTOUR F 200.00 FINISH SPOT ELEVATION TC 200.00 FINISH TOP OF CURB ELEV. TS 200.00 FINISH TOP OF SIDEWALK ELEV. IE = 200.00 INVERT ELEVATION FF 200,00 FINISH FLOOR ELEVATION LIST OF CIVIL DRAWINGS SHEET NO. TITLE REVISED C1.0 1 of 6 EXISTING SITE CONDITIONS 10 10-13-14 C2.0 2 of 6 TEMPORARY EROSION SEDIMENTATION CONTROL & DEMOLITION PLAN 10 10-3-14 C2.1 3 of 6 EROSION AND SEDIMENTATION CONTROL PLAN NOTES AND DETAILS A C3.0 4 of 6 SITE DEVELOPMENT GRADING AND DRAINAGE PLAN 1A 10-3-14 C3.1 5 of 6 SITE DEVELOPMENT GRADING AND DRAINAGE PLAN DETAILS AND NOTES 10 10-3-14 C3.2 6 of 6 SITE DEVELOPMENT DETENTION BED PLAN AND DETAILS 10 10-3-14 PERMIT NO. 12-103502-00 1 APPROVED REVISIONS 1QI U-J-14 ADDED LIST OF CML DRAWINGS 3 N N F- Q 0) M Lo M lO CL N N z J w X 00 H L.- 5-13-13 n 0 0 00 �Z Lu Q Of w rn oo '' L� = Q `n 00 o3:: lr'— U ON Q00 N O o w U�CDN LQi F- z W _1 U CDz z V) O W � m Q V) Z O M z O U z w H ca- (n C� Z x w DATE 5-13-13 DRAWN B.S.O. DESIGNED J.J.D. APPROVED J.J.D. PROJECT NO. 2131214 SHEET NO. C 1.0 1 of 6 Sheets 30 0 30 SCALE IN FEET VERTICAL DATUM: K.C.A.S. CHURCH OF BLESSING - SANCTUARY ADDITION BENCH MARK: CP NO. FW 121 TEMPORARY EROSION SEDIMENTATION CONTROL and DEMOLITION PLAN ELEVATION = 323.2 FEET NGVD-29 A PORTION OF THE TOPOGRAPHIC SURVEY PREPARED BY: DRYCO SURVEYING, INC. — JOB NUMBER 201308 APRIL 2013 Sw 1/4, SEC. 17, TWP. 21 N., RGE. 4 EAST, OF THE W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON 13TH AVENUE SOUTH II I I --------------------------------- If - - - - - - - - - - - - - ----------------------------------------- /i 3-- ---o-------------------- I--------------------------------------------------------------------------------------- I I I EXISTING 12 ST -- ---6-------------------== --0.- I ------- N� N I _ _ —r=l-------------------------- I----------------------------^—I�----------------- wlI — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - EX_1_2" ST-- W -+--3_ZZ _-404--�__----- -- ----- ----------407----------- �`/IIlII 78 ------------------- EXISTING 12n IDWATER 01------------------------------- _rrr--i-- --- =------1�-----------IN Fr '" II --- 410 — — 30—t E-S�I t. ---4��-- -4REES . SIGNIFICANT T#46750 2 TO\REMAIN. CONSTRUCTION � LIMITS__- .� I /� \ --�' x (TYP) r ■ If III 1119`--- , x \ �' __ -------F--- /' I I I I TLIy Ll I -'--- -406- � I I I IIIII I II I I - '' • \ I II II \ +`t''�.: ,y`-�'�` � I 5 �j-,�`i�C� I x I- , , 142;,:`;��_><_Y•`��i' i + ___ ' _ _ } I III I --,,�pY I ------ ---- lu III I' / ---- -- ° ---- �y B A I '' I 11 I I I , "I I / . ,� -z. • .� �. "`' �� / L�1� PROVIDE PROTECTION AT III \j I II �' - \\ / / \ r:<>�:',<�'`='�tr `'' :t a�4 �!J y,' �-'� ��^`S•��'"I ■ I f x ,,� III X CATCH BAaIN (TYP) I I w- _ ..:;:>' _.>`-4::�;,:•��. I I � � SEE 2 I I I I ' I - - - , `\ / I - _ 4�5,; ;:� ?.}`i: I ' �:?�'1v�4 `" • I if I II III If ---_- 111 ' I I - =-p I i \ I I �cW::�G'�'t�"c•J�'-I ___� 1�=�==__ / ______________ � ----�¢O I If `♦ STOCK PILE 4 `r I\ , ;= >: xt i ' i� I AREA w'�-,' °' sd::�n Ic��yy r"<•4:''`' \ / Yc:: - ..;. -"ems x_ •� �•� ,r,<1: I I rs�,; _ c=;q,�.•:;�_-- ��-407--4i II \ /! �,:y..: Alci I III I I \ I L� O9 III , I I \ \ I .� r.. �� - '�� _ - - - - \ � x 'Ir 6 _=-____- - - - - - _- _ = 4�2- o '�° EXISTING CHURCH BUILDING I I _ '' =-"----------`�� FIN. FLR. 407.75 PER FEDERAL WAY CODE SECTION 22-1568(C)(6) PROVIDE SILT FENCE I-- ---� II I', ,'- y� '� a� :__; o �\ � •< =. i i i �,�,, L-Wl _ _ T - II `� `, I "`: ' ' I I ��'� SECURE LIMITS WITH FENCING AT ROOT AND DRIP �,T---'--L --�I , I i i ' (TYP) SEE / W-- -'-f ------,---__� ,III LINES OF SIGNIFICANT TREES TO REMAIN I ----- ----I I SEE DETAIL 3 Da- --I-- --- -\-- �- ' II , W-- --- I-----� 61 I � I cn (2 u 4 u O IIf _W vWi Q I I li . 6 w l I n 0VVV A05' 0 L O 0 01 I ----- �--- -- 0 I a I 133.00 ,I I II >< o W I I I 30, �W I N R II ( I I II D I u v I II I I ;c h N' mI 1) N�N SITE PLAN EXISTING POST OFFICE 10'Esmt. #4675062 EXISTING, ------S------- ------W------ ---200 LEGEND PROPOSED — — PROPERTY BOUNDARY CENTER LINE NEW STORM DRNN STORM SEWER ® STORM SEWER MANHOLE ■ CB CATCH BASIN Q DW INFILTRATION DRYWELL 4- SS SANITARY SEWER ASS MH SANITARY SEWER MANHOLE 0 S.C.O. SANITARY SEWER CLEANOUT B* W WATER LINE FIRE HYDRANT WATER METER WATER LINE GAS LINE 200 GROUND CONTOUR F 200.00 FINISH SPOT ELEVATION TIC 200.00 FINISH TOP OF CURB ELEV. TS 200.00 FINISH TOP OF SIDEWALK ELEV. IE = 200.00 INVERT ELEVATION FF 200.00 FINISH FLOOR ELEVATION DEMOLITION LEGEND ITEM DESCRIPTION 1 REMOVE EXISTING SIDEWALK 2 REMOVE EXISTING CURB 3 REMOVE EXISTING CATCH BASIN AND STORM SEWER 4 SAWCUT PAVEMENT AND REMOVE TREE. SEE LANDSCAPE PLAN. ffMOVE RTION OF EXISTING STORM LINE TO REMAIN. ALLOWING W CS2 TO INTERCEPT EXISTING STORM DRAIN PERMIT NO. 12-103502-00 APPROVED REVISIONS 1QIU-J-14 ADDED CALLOUT NO. 6 ,00,^� M p- 3c"NC14 Ld M (lZON N �_ J_ J Lu GO F- 8 I) ZZQV) LLI W —I'S ZV)F— ZZ IX OO WUZ r-) 0 0 r" rn ui z0 C) Lnn m z (n N LO CO J 0 � LO � m to M `r' L� = < °j° 0I3�� U O Q 00 N rY v - � I- z w J U Z O z Z z W Cn I— W �W z O C) ._j r z C)m¢ C) LL. >- O LEI o O ck� in _ Q 0 -� Ld p � z � JO U O z rL O U W U LLI 0 DATE 5-13-13 DRAWN B.S.O. DESIGNED J.J.D. APPROVED J.J.D. PROJECT NO. 2131214 SHEET NO. C 2.0 2 Of 6 Sheets 0 JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. SANCTURARY ADDITION REVISIONS A" ......................... ......................,... ........................ ....................... .....■■...........■. ................... ................... ...................mono .................. .................. ................. ................. .■■■............. FA ............... ■........■■.... POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE SILT FENCE PER KING COUNTY STANDARDS GRATE CATCH SOLID WALLS FILTER FOR D POROUS BOTTOM 2"x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDAI STRENGTH FABRIC USE[ FILTER F, MINIMUM 4"x4" TRENCH BACKFILL TRENCI NATIVE SOIL OR WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT CATCH BASIN PROTECTION PER KING COUNTY STANDARDS n 1 N.T.S. C2 Z. NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 C.F. OF STORAGE, THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN BE EASILY MAINTAINED. 2 N.T.S. C2 Z. EROSION AND SEDIMENTATION CONTROL PLAN NOTES AND DETAILS A PORTION OF THE SW 1/4, SEC. 17, TWP. 21 N., RGE. 4 EAST, OF THE W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON i HIGH- VISIB14ITY FENCE i POST) TyP. EXISTING GRADE sa tt y Li or U DRIPI�,�N E TREE PROTECTION 3 N.T.S. C2 2. TREE TRANSPLANT AND STORAGE PROCEDURE 1. Evaluate tree for transplant stress and tolerance. Replace stressed trees with C.O.FW. approved street tree species. 2. Water all trees two or three days prior to digging if soil is dry. 3. Tie up low branches to main trunk. 4. Mark one side of trunk to allow tree to be placed in the some orientation. 5. Fork away soil around the rootball. 6. Dig trench completely around tree utilizing a sharp spade to slean cut through roots. 7. Tilt tree and roll sacking and slide it beneath the raised side of the root ball. Tilt the plant the other way and pull the sacking through underneath it. 8. Tie sacking securely with rope to keept the rootball securely wrapped and intact. 9. Tilt tree again; slide planks underneath it to make a ramp. Ease treee up the ramp out of the hole. 10. Store tree at location indicated on plan until replanting can occur. 11. Store trees out of direct sunlight, winds and temperature extremes. 12. Root ball should remain moist at all times. If trees cannot be planted for more than a week their roots should be covered with a mulch or moist soil.. 13. Root systems shall not be allowed to dry out. EROSION/SEDIMENTATION 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. 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. 5. 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. 6. 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/and or revised as needed for unexpected storm events, and modified to account for changing site conditions. (e.g. additional cover measures, relocation of ditches and silt fences, perimeter protection, etc.). 7. The ESC facilities shall be inspected daily by the applicant/contractor and maintained as necessary to ensure their continued functioning. 8. Any areas of exposed soils, including roadway embankments, that will not be disturbed for seven (7) days during the dry season or two (2) days during the wet season, shall be immediately stabilized with the approved ESC methods (i.e. seeding, mulching, netting, erosion blankets, etc.) 9. Any area needing ESC measures, not requiring immediate attention, shall be addressed within seven (7) days. 10. The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or within the 24 hours following a storm event. 11. At no time shall more than one (1) foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall cleaned prior to paving. The cleaning operation shall not flush sediment -laden water into the downstream system. 12. 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 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. 13. Cover measures will be applied in conformance with Appendix D of the KCSWDM. 14. Management practices providing significant tree protection (per FWRC) shall be provided on the ESC plans. 15. Wet Season Special Provisiopns, as descrived in Section D.5.2 of Appendix D, KCSWDM are in effect October 1 through April 30. Prior to beginning of the wet season, all disturbed areas shall be reviewed to identify which ones can be seeded in preparation for winter rains. Disturbed areas shall be seeded within one week of the beginning of the wet season. REQUIREMENTS FOR EXPOSED SOIL STABILIZATION DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE, AS REQUIRED BY THE BUILDING OFFICIAL: 1. FROM APRIL 1 TO OCTOBER 31 ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULE TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. 2. FROM NOVEMBER 1 TO MARCH 31 ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. STABILIZATION SHALL CONSIST OF MULCHING OR HYDROSEEDING IF SHOWN ON THE PLANS. MULCHING SHALL BE HAY OR STRAW APPLIED AT A RATE OF 2.3 BALES PER 1000 S.F. (APPROX. 2" THICKNESS). APPLY MIXTURE BELOW TO PREPARED SEEDBED AT A RATE OF 120 LB/ACRE: URBAN APPLICATION PROPORTIONS BY WEIGHT PERCENT PURITY PERCENT GERMINATION KENTUCKY BLUEGRASS 30% 85 80 ADELPHI, BARON OR FYLKING) CREEPING RED FESCUE PENNLAWN) 40% 98 90 PERENNIAL RYE DERBY OR PE�NN ANT) 30% 95 90 WET WEATHER SPECIAL PROVISIONS 1. The allowed time that a disturbed area can remain unworked without cover measures is reduced to two days, rather than seven. 2. Stockpiles and steep cut and fill slopes are to be protected if unworked for more than 12 hours. 3. Cover materials sufficient to cover all disturbed areas shall be stockpiled on site. 4. All areas that are to be unworked during the wet season shall be seeded within one week of the beginning of the wet season. 5. Fifty linear feet of silt fence (and the necessary stakes) per acre of disturbance must be stockpiled on site. 12. The frequency of maintenance review increases from monthly to weekly. CONSTRUCTION SEQUENCE 1. Attend Preconstruction Meeting to be held between the City of Federal Way, the applicant and applicant's construction representatives. 2. Flag or fence construction limits. 3. Post sign with name and phone number of ESC Supervisor. 5. Install filter fabric fence as indicated on plan. 6. Install catch basin protection, as required. 7. Clear and grub areas to be rough graded or filled. 8. Rough grade site and remove catch basin and storm line as identified. 10. Finish grade site and construct asphalt parking areas, sidewalks, and curbs. Complete and maintain site stabilization in accordance with approved plans. 11. Cover all areas that will be unworked for more than seven days during the dry season, or two days during the wet season with straw, wood fibre mulch, compost, plastic sheeting or equivalent. 12. Clean storm drainage system, on and off site, of all sediment and debris. 13. Remove temporary erosion control facilities when site is completely stabilized. PERMIT NO. 12-103502-00 1 APPROVED rn rn ^ 0 ^ ^ 3 CV N LO 0) 0) LO �3MU0 aZZNN _JJ X ao a 0 0 ZZV) LIJ Ld ZLr)F- 0zry zoo wUZ 5-13-13 0 0 00 UJo �� U V) z cn z=_ Ln w~o3� Lo m ' 00 Lno _ < U00 o�3,n- U (n < N � o UJ or�oLo x v�LU CN� z w J 0 LL_> O Ct� Q U U C z � Q U Un U W 0 It 0- DATE to J Q 0 �I 1= o Z � w z � Q o � W W 1,_V) 0 o z z z Q z � 0 � J O 0 C'C w �- z 0 U 5-13-13 DRAWN B.S.O. DESIGNED J.J.D. APPROVED J.J.D. PROJECT NO. 2131214 SHEET NO. C 2.2 3 Of 6 Sheets 30 0 30 SCALE IN FEET 01 E;I SSMH RIM: 399.56 I.E. = 391.55, 6" N I.E. = 391.31, 10" E VERTICAL DATUM: K.C.A.S. BENCH MARK: CP NO. FW 121 ELEVATION = 323.2 FEET NGVD-29 TOPOGRAPHIC SURVEY PREPARED BY: DRYCO SURVEYING, INC. - JOB NUMBER 201308 APRIL 2013 EXISTING GROCERY OUTLET STORE SITE PLAN CHURCH OF BLESSING - SANCTUARY ADDITION SITE DEVELOPMENT -GRADING AND DRAINAGE PLAN A PORTION OF THE SW 1/4, SEC. 17, TWP. 21 N., RGE. 4 EAST, OF THE W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON 13TH AVENUE SOUTH II I I ii 'h. II I f 11 I ------------------------- ---------------------------- ------------------------ __----------------------------------------------------------------------------------- EXISTING 12" ST -===========- ------ --____----- = -=6 --0 - I - - - - - - - N� �c~ � wlI ----------------------'-------------- 1"=30' JEW 35LF ROCK WALL '' "' I-- I NEW 60LF ROCK WALL B.O.W. 403.00 SEE 4 .1 C3.0 C3.1 TYP S 65 219 E 27.27 ( ) EXISTING POST OFFICE _ N�01°15'41" E - - 117.00' r' - s, --410 30 Es t. #46750 ?fir,„s �'�f=<:�>� <,��•:.:al I I � I 10 Esmt. #467506 2 III I oo CID FN Parcel B 26,204.99 Sq. Ft. 0.60 AcresVe I I N 00 00 a0 I��rS�;n�r44.sj',.�JV JI I i �y I f Cn F 408.70�, I I S 01 `1'2 9 W 210.00' LEGEND REVISIONS FXism - - 4- - - - - - - D - - - - - - PROPOSED10-3-14 - - NEW STORM DRNN PROPERTY BOUNDARY CENTER LINE STORM SEWER 1Q PER CITY OF FEDERAL WAY COMMENT LETTER 8-21-13 ADDED DETENTION BED ® ® STORM SEWER MANHOLE ❑ ■ CB CATCH BASIN Q DW INFILTRATION DRYWELL ------S------- 4' SS SANITARY SEWER ® SSMH ASS MH SANITARY SEWER MANHOLE O S.C.O. SANITARY SEWER CLEANOUT ------W------ s� w WATER LINE Xx FIRE HYDRANT ® ra WATER METER ------G------ WATER LINE --Q-- X_ GAS LINE - --200--- _ _- 200 GROUND CONTOUR F 200.00 FINISH SPOT ELEVATION TC 200.00 FINISH TOP OF CURB ELEV. TS 200.00 FINISH TOP OF SIDEWALK ELEV. I.E. 4.66 IE = 200.00 INVERT ELEVATION FF 200.00 FINISH FLOOR ELEVATION NEW 6" EXTURDED CURB. SEE O ARCHITECTURAL PLAN FOR LOCATIONS. SEE DETAIL 2 3. C3. (TYP) EARTHWORK CUT 30 Cy FILL 30 Cy EXISTING STORM DRAINAGE STRUCTURE SCHEDULE EXISTING NO. RIM EL. INVERT SIZE -DIRECTION TYPE/REMARKS MH 1 398.81 394.60 12" IN NW 48" 0 393.63 8" IN N 393.63 12" OUT (SE) C. S. 1 402.75 396.49 12" IN W TYPE II - 54"0 SOLID LID 398.90 8" IN N 396.49 8 OUT E 395.00 12" OUT (S) CB 2 403.50 396.70 12" IN W TYPE II - 48"0 SOLID LID 396.70 12" IN S 396.70 12" OUT (E) CB 3 403.20 398.36 12" IN (N) 398.36 12 OUT E CB 4 405.90 400.05 6" IN E TYPE II - 48"0 SOLID LID 399.10 12 IN N 399.10 12 OUT S CB 5 405.04 400.59 12 IN N 400.64 12 OUT S CB 6 405.63 401.53 12 IN N&E 401.58 12 OUT S CB 7 405.95 403.75 12" IN S&N 403.52 12 OUT W CB 8 405.83 402.26 8 IN E 402.26 12 OUT S CB 9 406.28 403.19 8 OUT W CB 10 400.43 397.25 12" IN 397.00 12" IN W 397.00 12" OUT N CB 11 406.62 402.02 12" 1 N E 402.02 12 OUT W CB 12 406.77 402.26 8 11 IN N 402.26 8 OUT W CB 13 406.43 403.03 8 OUT N ADJUST RIM TO 407.10 NOTES: 1. ALL STRUCTURES ARE TYPE 1 UNLESS OTHERWISE NOTED. 2. ROOF DOWNSPOUTS ARE CONNECTED TO CATCH BASINS WITH 6" PIPE AS INDICATED. 3. ALL STRUCTURES ARE EXISTING. PROPOSED STORM DRAINAGE STRUCTURE SCHEDULE EXISTING NO. RIM EL. INVERT SIZE -DIRECTION TYPE/REMARKS C. S. 2 407.20 401.70 12" IN NE TYPE 11 - 54"0 SOLID LID SEE 4 C3.003: 403.00 6" IN S 401.70 12" OUT (W) CB A 406.80 401.85 8" IN E SEE 2 C30C3 403.10 6" IN S 401.85 12" OUT (W) CB B 407.10 403.50 6" IN S SEE 3 C30C3 402.10 _ 8" OUT W CB C 402.9t 396.35 8 IN W NEW PRE-TREATEMENT DEVICE CONTECH CDS2015-4 396.35 8" OUT (E) NOTES: 1. ALL STRUCTURES ARE TYPE 1 UNLESS OTHERWISE NOTED. 2. ROOF DOWNSPOUTS ARE CONNECTED TO CATCH BASINS WITH 6" PIPE AS INDICATED. PERMIT NO. 12-103502-00 APPROVED rn M ^ I'- 3 cV N arnrn w 3^to M LO to C)N N J_ J X Lu '0 a I- O� ZZU) W Q Ld Ld _ ZV)F_ ZOO oDf w ��f A x 2142 13T 5-13-13 0 0 00 Li z w p 0 CD (nn z z '0 Wo�� m '" 7 00 `n In Lj 000 CD U O a -0N �'_ V Lw N LLB z w J 0 �z Z O w o mQ 0 C U U C Z ::D Q U � V w O o- w Ld Z V) p Of CD DATE 5-13-13 DRAWN B.S.O. DESIGNED J.J.D. APPROVED J.J.D. PROJECT NO. 2131214 SHEET NO. C 3.0 4 Of 6 Sheets 0 REVISIONS ON -SITE PAVEMENT SECTION CONTINUOUS EX --- PER KING CO. A.C. PAVEMENT SECTION NTS OF PAVING EXTRUDED CURB SECTION 2 NTS 3•0 6" KEYSTONE FINISH BLOCK WALL GRADE III- X r X, 6 :: ; nri. ` y.�„ , 6" MIN. WIDTH DRAIN ROCK COMPACTED SUB -GRADE PER MANUFACTURER BLOCK WALL DETAIL NTS 2% SLOPE 4" SUITABLE NATIVE SOIL OR BORROW AT 95% COMPACTION SECTION - FLUSH WALK CONTRACTION JOINTS AT 10' 0. C. PLAN SANCTURARY ADDITION SITE DEVELOPMENT DETAILS AND NOTES A PORTION OF THE Sw 1/4, SEC. 17, TWP. 21 N., RGE. 4 EAST, OF THE W.M. 2% SLOPE y 4" 6" ca SUITABLE NATIVE SOIL OR BORROW AT 95% COMPACTION SECTION - RAISED WALK DIRECTION OF BROOM FINISH CONCRETE SIDEWALK DETAIL 3 NTS Ci nk CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON CENTER OF CDS - STRUCTURE, SCREEN AND SUMP OPENING TOP SLAB ACCESS -x FIBERGLASS SEPARATION CYLINDER AND INLET TOP SLAB ACCESS A FLOW FLOW HDPE HYDRAULIC 48" I.D. PRE -CAST SHEAR PLATE MANHOLE STRUCTURE 8" N-12 OUTLET PIPE TO FILTER I.E. 393.35 M _z 6" MIN. DEPTH CRUSHED ROCK OVER STABLE SUB -GRADE S[:tCJ IIL*N r1-/ FIBERGLASS SEPARATION CYLINDER AND INLET 8" N-12 INLET PIPE OIL BAFFLE SKIRT SEPARATION SCREEN HDPE HYDRAULIC SHEAR PLATE D STORAGE SUMP CDS4015.4 RATED TREATMENT CAPACITY IS 0.7 CFS, OR PER LOCAL REGULATIONS. MAXIMUM HYDRAULIC INTERNAL BYPASS CAPACRY 1810.0 CFS. IF THE SITE CONDITIONS EXCEED 10.0 CFS, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. STRUCTURE AND CASTINGS SHALL MEET AASHTO LOAD RATING. 3. HDPE HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER. REMOVE AND REPLACE AS NECESSARY DURING MAINTENANCE CLEANING, 4. CONTRACTOR TO ADD JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS, AND ASSEMBLE STRUCTURE. 5. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. 6. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. PRE-TREATMENT DEVICE / 5 NTS GENERAL NOTES 1. All construction shall be in accordance with the Federal Way City Code (FWRC), applicable ordinances, and the City Council conditions of project approval. These documents are supplemented by the Standard Specifications for Road, Bridge, and Municipal Construction (WSDOT/APWA), the King County Road Standards (KCRS), and the King County Surface Water 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 signed copy of these approved plans must be on the job site whenever construction is in progress. 6. Construction noise and activity (on private property) shall be limited as per FWRC (Section 19.105.040); normally this is 7 a.m. to 8 p.m., Monday through Friday, and 9 a.m. to 8 p.m. on Saturdays. 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. 9. 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. 10. Vertical datum shall be KCAS or NGVD-29. 11. 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. 12. All utility trenches in the right-of-way shall be backfilled 5/8" crushed rock and compacted to 95% density. When trench width is 18 inches or less, and is within the traveled way, trench shall be backfilled with control density fill (self -compacted flowable fill as defined by Washington Aggregates and Concrete Association. The aggregate will be 3/8-inch minus. 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(b)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 flogger 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 (MUTCD). 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. DRAINAGE NOTES 1. Proof of liability insurance shall be submitted to the City prior to, or at, the Preconstruction Meeting. 2. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with WSDOT Specifications. 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. All pipe in the ROW that is in excess of 18" diameter must be plain or reinforced concrete. Additionally, if more than 100' of non -concrete pipe is installed, the pipe must be videoed ro verify the integrity of the completed system. The cntractor shall provide a copy of the video to the City. 4. Stom pipe within the public right of way shall have a minimum diameter of 12" (8" diameter ductile iron pipe may be permitted on cross street laterals less than 66 feet long, only to avoid conflict or meet shallow gradient as approved by the Public Works Department). 5. Steel pipe shall be galvanized and have Asphalt Treatment #1 or better inside and outside. 7. 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. 8. 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/40%-70% passing; 2"-4" rock/30%-40% passing; and -2" rock/10%-20% passing. Installation shall be in accordance with KCRS, or as amended by the approved plans. Recycled asphalt or concrete rubble shall not be used. 9. 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 outfoll 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 and, if non-metallic, 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. PERMIT NO. 12-103502-00 1 APPROVED DATE rn rn ^ 3 N N �arncM a.ZNN J J 00 8X - O O co W O V) C) < Ln m300ln � = 00 Q � 5�s3: n- =V)Qo0o �`n N Of N LLQ O Q U U �z Q U U w O W a_ DATE F- 07 Z W W ~ m o 0- C:) p J Z >w Q Q Cf) _I '� L V / Q 5-13-13 DRAWN B.S.O. DESIGNED J.J.D. APPROVED J.J.D. PROJECT NO. 2131214 SHEET NO. C 3.1 5 Of 6 Sheets' SANCTURARY ADDITION a REVISIONS 1-14 D DETENTION BED PI AN C c E 4 ROWS WITH 11 CHAMBERS PER ROW DETENTION BED PLAN ( ,�1 N.T.S. V33 ru rrn r.nrnn nn•w a •n n. nvru i DETENTION BED SECTION NOTE: 1. FIELD CONFIRM DEPTH OF MEDIUM SAND LAYER. N.T.S. 0 T V V(VI11\1\1 JI I�LLV OVER 260# MIRAFI FILTER FABRIC. DETENTION BED SECTIONrB� N.T.S. DETENTION PLAN AND DETAILS A PORTION OF THE SW 1/4, SEC. 17, TWP. 21 N., RGE. 4 EAST, OF THE W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON REQUIRED. (TYP) 'IPE. kS REQUIRED. )% (TYP) NOTE: BACKFILL SHALL BE WELL GRADED GRANULAR MATERIAL CONTAINING AN EVEN DISTRIBUTION OF P RTICLE SIZES WITH NO MORE THAN 12% PASSING THE 200 SIEVE COMPACTED TO A TO A MINIMUM OF 95% OF THE STANDAR PROCTOR DENSITY. )POSED FINISH GRADE SITE PLAN )RMTECH SC-310 CHAMBER (TYP) = 0.0% f0 2 INCH WASHED, CRUSHED, �ULAR STONE PER MANUFACTURER'S TRUCTIONS DRAIN ROCK SPECIFICATION PERCENT PASSING SIZE (BY WEIGHT) 6" 100% 4" 80 - 100% 1.5" 0 - 10% 1. 0 - 2% 200 0% MESH SCREEN 1' BAND SCREEN T( PIPE SUPPORTS (2 EA.) 8" PIPE TO DETI SYSTEM. = 0! MESH SCREEN 1 BAND SCREEN T( SEDIMENT CONTROL STRUCTURE CB A N.T.S. c=y 12"0 OUTLET CUT PIPE TO INSTALL STRUCTURE I 6"0 INTLET FROM DOWNSPOUTS 54"0 PRE —CAST CONCRETE 6"0 PIPE I.E. = 403.00 12"0 PIPE I.E. = 401.70 GRAVEL LEVELING PAD OVER STABLE SUB —GRADE rlDNNAGE GRATE t PLAN 'E I CATCH BASIN LDIN ROOF OF 2 12"0 INTLET FROM DETENTION L =i EX. 12"0 TO BE REMOVED OR ABANDONED PLAN RIM EL. 407.20 CONTROL ROD FOR CLEANOUT EL. 405.50 EL. 402.95 RESTRICTOR PLATE W/ 0.875"0 ORIFICE CLEANOUT GATE ----------� 12"0 OUTLET I.E. = 401.70 FIELD CONFIRM RESTRICTOR PLATE W/ 1 /2"0 ORIFICE ELEVATION CONTROL STRUCTURE (C.S. 2) N.T.S. a TYPE I NOTES: 1. CONSTRUCT STRUCTURE PER CITY OF FEDERAL WAY STANDARD DWG. 4-14. 2. PIPE AND APPURTENANCES ROTATED FOR CLARITY. rlDA WAGE GRATE PLAN MESH SCREEN 1"x1" BAND SCREEN TO PIPE. PIPE SUPPORTS (2 EA.) 8" PIPE TO DETENTION SYSTEM. S = 2.0% MESH SCREEN 1/2"x1/2" BAND SCREEN TO PIPE. SEDIMENT CONTROL STRUCTURE CB B N.T.S. CAST IRON CLEANOUT. OLYMPIC FOUNDRY 8"X4". FRAME & COVER. 6" CAP W DEPTH PERMANE TLY MARKED 12" RADIUS CONCRETE COLLAR FLUSH W/ FINISH GRADE 8" 0 PIPE ACCEPTABLE BACKFILL FIBER JOINT PACKING 6" PERFORATED P.V.C. PIPE 1 UNDISTURBED MATERIAL INSTALL 6" CAP AT BASE NOTE: PLACE IN EACH INFILTRATION TRENCH AT TRENCH CENTER. I-iVVI- UHAINAUL 0 O 0 0 PERMIT N0. 12-103502-00 APPROVED DATE z w J U rn IM I �arnrn rn CL _1uj X 00 F— L+- 0 00 rn LD z � o uV)z z = _ ,r) 00 �- w o 3 LL_ � 00 o 3 LO C-) V) Q OoQ: r C, LQi V) O V) z w w o m¢ o a oQ z 0 U Lu O ::D Z U5 I= U � 0 U W O o' o_ DATE 5-13-13 DRAWN B.S.O. DESIGNED J.J.D. APPROVED J.J.D. PROJECT NO. 2131214 SHEET NO. C 3.2 6 Of 6 Sheets