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05-103457 (2)30 0 30 SCALE IN FEET i..L O co VERTICAL DATUM: CHURCH OF BLESSING PHASE 2 LEGEND PROPOSED REVISIONS K.C.A.S. PROPERTY BOUNDARY LATER DATED 9-27-05 BE 121 GRADING AND DRAINAGE SITE PLAN --------- -- -ENTER D--------- NEVw o� ENE STORM SEWER 2 Q PER C.DATE COMMENT COMMENT LETTER DATED 4-16-OB 323.2 FEET ELEVATION = NGVD-29 A PORTION OF THE ® ® ❑ ■ CB STORM SEWER MANHOLE CATCH BASIN 8 12-16-08 PER C.O.FW. COMMENT LETTER DATED 10-17-08 SW 1/4, SEC. 17, TWP. 21 N., RGE. 4 EAST, OF THE W.M. 0 DW ---------S---------- 4' SS SSMH INFILTRATION DRYWELL SANITARY SEWER ® U4-6u-ug REVISED GRADING SW AREA OF DEDICATION. REVISED CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON ® •ss MH O S.C.O. R• w SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT 5 COMMENT 5-18-09 PER C.O.FW.COO . COM LETTER DATED MAY 1 009 �p- WATER ENE FIRE HYDRANT Q 5-12-10 FIELD CHANGE. REMOVE PER BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY: DRYCO SURVEYING, INC. - JOB NUMBER 2001079 ON AUGUST 6, 2001 - REVISED APRIL 2005 13TH AVENUE SOUTH 6 TREES AS INDICATED. ® 0 WATER METER WATER ENE - - - - - - - - - G - - - - - - - - - - GAS ENE _ 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 STORM DRAINAGE STRUCTURE SCHEDULE FOR RIGHT-OF-WAY IMPROVEMENTS SEE SHEETS C7 & C8 EXISTING '0C'rn NO. RIM EL. INVERT SIZE -DIRECTION TYPE REMARKS y w r^-"_ rn Him: C3' CB AS ^-_ 397.0 8 IN NW SEAL. 3 "CN ^�' \ SDMH TO BE REMOVED) CB I IL___11________ / am I I Rim: 402.17 I --------------------------------- ^� » '-'-------- - . -- CB 3A 398.23 I.E. = 397.03 12 SW 402.77 Rim: 403.36 dim--40�83----"_____________________________________________________________________ 393.48 12 IN NW SEE SHEET C9 FOR �3 °' �\ ' I.E. = 400.3, 6 ---- ____ J E _=_4QL3" 12ti;_E__393.28 18 OUT SE IMPROVEMENTS ^M I.E. = 39,7 03, 18 N--------------------------- o -In \ 5 CY o ----------------------------- \-----402 0q. I.E. = 401.4, 12 N & ---------------------- 397.0 8 IN N a z cv N RIP -RAP , _ - __ _ A _ __ _ ___________^_______-- _ __ _ -- = CB 3B 398.93 REPLACED BY MH 1. o -=====3=====__-- ______________________ 6 396.6 12 IN OUT E&W .-400 i ��-----------------------p--=--______--______________-______-_�-________ -Jw EXISTING 12 ST-"------_ ---- __ __ __ __ _= 394.4 6 IN N 00 � �- w CB >; ---=_- CB 3 402.72 399.3 8 OUT S ��g I Rim: 402.50 - , CB - - _ _ _ _ CB 4 401.43 OR 397.03 18 IN N TO BE REMOVED. Rim: 405.74 397.03 12 OUT S I.E. = 400.0, 6' ' Rim:-40 - 4- I.E. = 4�1?�12"- - - - - - 398.28 8 IN N w I.L. _ Jyj.ao T1 �gA i �g6 / I / 9$ y CB 3D 3 A,00 1 �•_ � I ` / 33' R � I( IF 402.70 Z IIw I / I.E. = 'KWD' 12 " I \ _ CB 5 403.78 397.88 18 OUT S TO BE REMOVED. UH EX. 12 ST ate= Z Z 3E .,=: - -- _aa=====_==a==_== _ �7- \ CB 6 40fi 94 403.5 6 OUT E TO BE REMOVED �Q W I r 1 • ,r .s i- ::;�•j:�.:.. ;,.;--�•=. - 400.55 12 IN 'S W r _ Y• ;• CB 1 A 405.05 � 4 00.55 12 OUT _ -�- S Z 406 - 0 6 � - 4 1 2 41 _ 0 .63 12 IN _ N&E s1 -� _ _ C� 4 �- CB 1 B 405.fi3 �`•� .` = � ' _r - i" \ �- �� N 01*15'41" E 117.00' 401.63 12 OUT S z00 �8 40 CB 2E 407.61 402.96 8" IN E ADJUST RIM EL. TO W U Z F 405.15 I �- -402.96 12 OUT W 406.15 F 406.5 _ I PROPOSED soq ' ,, _...^...-..._ _E...-...-...-..... CB 1A -------, \ _� INVERT SIZE -DIRECTION / NO RIM EL S E DIRECTION TYPE REMARKS 4---D. 1-18" /N0 -_---- _ •__� =B 1A----�____-_I - /CB 2C \ TF 407.5C `� \ / 394.60 12 IN NW 48"0 ' - I CB �1A I I (I p B ST CB 2B ©---- ---___ CB 1 B <-- �O MH 1 398.81 393.63 8" IN N 403.58 REM -- G F 405.75� 4 T .. 412, L F 406.40 ; TC 4 �. I 1 I 393.63 12" OUT (SE) CB 2A---------------- '� b ------------------ --------_` __ i' TC 406.80 406.87 I 396.49 12" IN W " CB 5 406 - -- TC 406.50 ; --- 1 p F 406.30 �_ 00 - . TYPE II - 54 F 406.00 h ` I cfl 398.90 8 IN N ' 0� � � �, 14 �- \ C.S. 1 402.75 SOLID LID CB TO REMOVED TC 406.10 TC 407.11 �� ' i TC 406.53 TC 406.94 -� 396.49 8 OUT E SEE DETAIL 1 SHEET C5 F 405.60 JC 406.90 >: F 406.03 TC 407.11 cv 395.00 12" OUT (S) ' a Rim: 4 .78 406.61 F 406.44 >• ,I Oro r / 406.61 I 396.70 12 IN W .14 I.E. = 398.53 12 N N ;:z�; \ I TYPE II - 48 rb - 397.88 18 S :'r �'" r >:;. TC 40 CB 2 SOLID LID ` TC 403.50 396.70 12" IN S F 406.3 F 406.62 F TC 407.67 396.70 12 OUT (E) i qa F 407.00 TC 407.80 D I �- NEW 6 FROM EX. FROM r '� '' \ F 407.17 ;--- --+- -- M F 407.3 I _____h10 1 398.36 12" IN (N) w �I 0 DOWNSPOUT DOWNSPOUT _ \ \ r , --- _ CO 2E � � / I 1 w y,�� CB 2A 398.36 12" OUT E �� ° F 404.19 F 406.�0\\CB 2D 4 )' Parcel B I 3997_0.�0 16 IN N TYPE II - 48 ti c� ;.. 1 - 2» ID y �' 14- �� 26 204.99 S Ft. `_ CB 2 405.90 IN SOLID L / So ''` __ {- -f 0.60 Acres 399.10 12 OUT S ' TC �. 00 » :.ry -+ ¢12- F 407.17 1 00 402.26 8 IN E TS 407.50 , `< \ I CB 2C 405.83 w F 407.00 " I / I cn 402.26 12 OUT S 0 TC 407.12 \410�, I 403.19 8 OUT W �s`�IONALE��1 :: 'I - -• \''... TC 407.74 1 TC '7.50 CB 2D 406.28 F 406.62 F 406.90 - = s>•<rc. F 407.24 7.00 I 4-30-09 403.75 fi IN S I Ic CB 3C;� SSMH RIM: 399.56 I.E. = 391.55, 6" N I.E. = 391.31, 101f_E__, r CB 3B TO BE REMOVED Rim: 398.93 I.E. = 397.0, 8" N �9 , , . I.E. = 396.6, 12" E & W I &\ MH 1 `. 3� c w % ,C'/ ROCK WALL PEA C.O.FW. CD STP., 3-22 HIGH I r r 3300' I I � I II \ I II i l I N I I 30' R/W II rl , , N ' II II I u M 403.52 8 OUT ,roe� \ y';: TC TC 4b8.15 �o� I �- 397.25 12IN S SEE SHEET C9 I •• 4{% F 406.88 F 4�7.65 \ ) I I CB 3C 400.43 397.00 12" IN W 397.00 12" OUT N j] 397.84 12 IN W SEE SHEET C8 II \ CB 2F TC 408.25 I ; I CB 3D 401.23 397.84 12" IN S XI IN F 407.5 , t.'� - �_ _ __ ; ❑� » ;� I I 397.84 12 OUT E o 6" M _...-�_... o CB 3 401 99 398.19 12 OUT E `0 TS 407,40 NEW FROM 1 00 F 406.90 DOWNSPOUT -T F 407.45 < a 408� i E TYPE 1 L. SEE SHEET C8 Z 1 i- " NOTES: 1. ALL STRUCTURES ARE PE 1 UNLESS OTHERWISE NOTED. � EXISTING CHURCH BUILDING ." F` I i- :z ::': 1 I - 7 F 7.30 2. CONNECT ROOF DOWNSPOUTS z UTS TO SITE CATCH BASINS. u, FIN. FLR. 407.75 , _ F 40 7 / ST C , / I USE 6" PIPE FOR BUILDING MINIMUM SLOPE = 0.75%. a00 CB ; :. -------------------------------------------------- LO Rim: 406,9� 0B ,�, o •. ---I I.E. = 403 5 6' ` IA ® -' rn Lo 406- K, Rim: 402 72 " « _ _ _ _ - 01 `12�'_�W _ 406� 10.00' - �� STORM DRAINAGE PIPE DATA m QLin 00 I.E. = 399.4, 6» NW ,�;;; � �- - 402 -� � - - - I o � .E. = 399.3, 8 SE / ¢04 ` �-� �\ �--r- - o M LO N CB/2. E ISTING o 400 _-_ _ �40 PROPOSED CONVEYANCE SYSTEM u o M SI EWALK I� / / 2� I MARK TYPE DIAMETER LENGTH SLOPE REMARKS X �r (�,) /� \ I \Sanitary Sewer Manhole FROM ``' I' I �-- 398 A = �t w F .1 Rim: 407.80 N-12 8" 37' 1.00% � � v p �_ DOWNSPOUT / i ' IE = 395.9 8" PVC E " r F 3.3 CB 3 6 396 , ' B N-12 8" 24' 1.00% W z CS 1 ________ - ' \ o C N-12 12 56 0.70% o--- --S- D N 12 12 F F 403.50 N 12 12 175' 0.95% _D________ N-12 12;! 50 0.60% z w z -OW- 1.5 ST CB ; © N-12 12, 88' 0.50% V) z F 398;5 �f :; Rim: 406.69 I H N-12 12 97 1.50% EXISTING w ¢ ►- i +--• ,-'s' I IE = 400.55, 12 ADS E ; N M o w -==as--rf' +,. I / IE = 401.15, 6" PVC S %i' ; w I N-12 12 66 1.64% EXISTING °° o t - 04 IE 400.65, 12 ADS i " ' z 00 TOW 401.0 F 398.2 PER FEDERAL WAY CODE SECTION 22-1568(c)(6) 396 �<9& 1 -RELOCATED SECURE LIMITS WITH FENCING AT ROOT AND UTILITY POLE POLE LINES OF SIGNIFICANT TREES TO REMAIN (19) PLACES 1 & TELEPHONE RISER EXISTING GROCERY OUTLET STORE Ll COMPOST GRAVEL TRENCH. - FILTER SEE 4 SEE 5 C3 4 C3 5 EXISTING 1 O N-12 8" 62' 0.90% n v Z o ` L Ljj N-12 _ _ _ CD V) M N-12 62' 1.50% U a I I ) ON N-12 1 12" 1.00% w Of X � PP DATE 3-10-08 DRAWN / t.;Ry OF r WNW B.S.O. i Off, of COfit Oral DESIGNED - J.J.D. �, alit # '• APPROVED E3yPFRIVIIJ 05-103457-000-00-EN J.J.D. Date PROJECT NO. 201313PH2 SHEET NO. SITE PLAN APPROVED KEN MILLER C 3.0 1" = 30' C3 C 5-29-09 DAM 7 Of 17 Sheets .,p . , 3 , v,.>,.,„ �.�. r t .,�F r �' ,e__! :,_ .__.__ -_ ., t 11 - 5 , _>_,_ ___ . _... _ > . _ :.,_ ..,.-.�.. __., a --,.. ,., _.. w—'.." 4- — , ...,_._..�_ '., , . ,:_ , _"_... _ - , , . .. s „ x r..,,•ve ?'k•r:,:.;.,.. ,..,. ,,_:_.. tY r•�c::t„ ,.'..?-^^`> , .:.Foc„^ „'v.::>,�a3r+a".+r::.-a.: _..Fo'>s i•+.,. n..v.i .. ,:;.t -,,: -3.^: PLA LIST (Phase 2� � ,. ., ._, w._. . a .F. 'r}. P^.R. .rw, s.. ,_! . : :. > Ww,S-_„'. e..tP. ^.i.''v .wr,» ::..:':'. rf.f.'.?; yq av,:i.: ,{ o: ., .-: .. �YY.,i-.r&.•:1 Y+... i 1, SHRUBS AND GROUNDCOVERS `, C rzt Z_ Key Botanical Name Common Name Order Size Quantity w _ Remarks } Y ,_ , " - x " _ '. {>,- r 4A w t °'_t I Abelia grand flora prostrata Prostrate White Abelia 2 Gallon 34 �' s 2 T Arctostaphylos uva-ursi Kinnikinnic , t� � l Gallon 38 ;,3 Y 1 4 i � _` ,_. ., 3 Azalea kurume Nino -crimson Hybrid Red I Gallon 9 ---"----- x , 4 Azalea mollis Chinese Azalea 3 Gallon €Cry I_. `, >. r 1 I z. A ,% , .. .» ..r , , _ r ST* Berberis thunbergi atropurpurea Redleaf Japanese Barberry 3 Gallon /- . __.._111 61' Berberis verruculosa '4 a Barbe / � � ,,� �' t i,-I , -, #. rty rry 2 Gallon I " �_,._._11 �� I � , " I N� !< .<, Y II 7D* Cistus coberiensis Rockrose,__ _._,V r 4_ _-..__ ___. __ L 2 Gallon 36 r _ _- __...._____.... ___ __ .__.__w_.__.. _.__ _ _ 8D Cotoneaster tow fast Lowfast Cotoneaster I Gallon 46 9D Cotoneaster parneyi Parney Cotoneaster 5 Gallon g-.u,... _,_ _ > � _ - _ _ __ . .w w,� _. __ _.,__ ____ __ - �#t t -It_�11"1,t1 d--'1Alq 1 t „1 ­.!�rD-k_. --_1­__"1"�­11�I ,-.� I­;�1� ,_ -,�-Z��,._.�L!"--,I --.­�"���'_�-,� �,,1-It'" --kc,,, ,.11�,�L - ._'_,,z._ ?I1-Il" iIIIz - _-- t . _. .. _ IO Euonymus alata compacta Dwarf Winged Fuon _.. ___.,_. _.�____. 4 r g ymus 3 Gallon 12 1 � ff ... �^' F- I I Euonymus fortunei coloratus Purpleleaf Euonymus 2 Gallon 165 I ..- "---. _ -, ... _ a i/_:=�_ ___ _ ..___12 Gaulthena shallop Salai 1 :> �r , r } __.,_ ._._._ ; x-�'���'� , . � �: 3T 1I Gallon T. ,� `': t�' , r F ` ericum calcium YP St. Johnswort Rooted Cuttings 600 +.'- '° F° h; A '`A, (� f 14D Juniperus Sabina Tamarix Tamarix Juniper 2 Gallon # ` y'�`'"`�_ i K 15T Photinia fraseri Fraser Photinia 5 Galion 3 „ r F q i 6'T Mahonia nervosa ti 4 , , , ,..- { - ;N F Mountain Mahonia 1 Gallon 244 rr r I -. i �l x 17T* Osmanthus delavayi Delavay Osmanthus 3 Gallon 18 y` * , , I t , :; x ',.,w .,. t., 18D Pinus mugo Pumilio Pumilio Mugho Pine 3 Gallon 3 _ ,.. .:_ �. '� 19* Prunus lauroceracus Otto Luykin Otto Luyken Laurel 3 Gallon 29 2. , ` - a n 20T* Pyracantha koidzumii Santa Cruz Santa Cruz Firethom 5 Gallon 29 , s 1`_ Y t c, ..r j }-1 r.; ,=fit Z-:'�.' � i 1 r 21 Rhododendron Alice Hybrid Rhododendron 5 Gallon 3 ` - :4. �� µ 2 Rhododendron Bowbells Hybrid Rhododendron 3 Gallon 12--I------_­. __.._.___.. __ _. ___----_._,_,____.,______-. .. _ .. v-.___�._,- ,.�__. .u_,,,_-__..,.,.___.,_� _. _ _-----__ .�.. _ _ <� t ,,.t , -_ - - __ _ .__ _ ___ __� _ w �, : # I is N.;. _ 23T Viburnum burkwoodi Z,Lo 1 t , Burkwood Viburnum 5 Gallon 4 -�' �' �4 24TViburnum davidi , _ . ______,.--____'-_--__- _-_,__ _ ____ ____________ __ 1 q __ y r � : David Viburnum 3 Gallon 1 l " �' .' 7 ' i t j` i 2ST i V iburnum r' S m I I �II . -� I I � � 1,e 1 �I, 1:w-I _II �I] .I1I .21* I ,1"o.Ic. P g q t S nn Bou uet Viburnum _ _ " , �.: a_, . , , .:.... i e�, : J t v', 1 26T* p g q 5 Gallon �' s ,. ..-- .u._._�_'_-•---__. _ �..� , _. ,. .__ _.._ ._., _,_, .:......,_,__.______ :__._-__ _,. _._ _-; ,I ,,�, , - Viburnum t. Doublefiie Douhlefile Viburnum 5 Gallon 8 } _._ __. _ __._,.-__ __.___-___�,_ ___, _ • / _. .___ _ _tz_,_ _ 27 Vinca minor Periwinkle _ i; 3'- 4' pots '.j ; I 1 TREES S i €$s 1, I i ,' A. Acer rubrum Red Maple �, i P 2 Cal II 1 / E ' R i{ �: .:f 1 B. Cornus Nuttalli Oregon Dogwood 2 Cal t- €€ ," - ,> 3 . 1 �1C L� 1".� c t. C T Liquid _ -- a I ',' vVi ambar styrac�flua Sweetgum _-_:..y ,, r < �� 2" Cal 6 ' ._It *; ", ? A _ £tT I -t F\:i A c j D. Prunus serrulata Kw Kwanzan Che 2" " : ? , 3 �: � J a,. anzan rry Cal _ ._,_F E. Prunus yedoensis Akebone Akebone Cherry 2" Cal �* F. Pyrus fortunei Capitol Capitol Flowering Pear k 2(''i u<- i6 E i � A / 1 i G. D Quercus coeeinea Scarlet Oak -_._ fi 2" Cal '`` i H. T Thu'a licata 1 4 __1 J P Western Red Cedar 8 `-10' I ' ' - i` 3 I �__{ I. Tsuga Canadensis Canadian Hemlock 8%10' l !� 2 + �� Iz __ -- _ - �_ �. w, .. r 7 A yjnY NOTE: f'\y �tr""1-, ; 1 - ; ,_r i. .r�-� ' .1 - f ?w1.rf`'�'r i'�d '- {•'Ft . - i ... if, E 5i: xI. {jt : t 1. , �. T, V \1 p" I. The latter "T" at the plant name on the PLANT LIST indicates that the plant is tolerant to some 7 i f € t drought, but might require some watering during an extended dry period. � �/ M' - , ;� , ,.' I 2. The letter "D" at the plant name on the PLANT LIST indicates that the plant is tolerant to drought I f i � , .� I ' Y r f. -I conditions and requires no additional watering after plant is established, usually after one or two € # ` X, J seasons after planting, ;� s } j 3. * "star" at the plant name on the PLANT LIST indicates that type of plant located in the perimeter _ _ - Ij h rt x jj planting area to be a minimum height of 24" tail @planting time (except groundcover plants). T V to 1 1{ I `q } 1I "''`7 Y 1-/=" �1, ,I�=/I-�- = ,)I ,,, �TlI,I I. 4. AlI opeen planting areas not covered by specified plants shall be planted with Vinca minor, 4" pots, + ' 1i =�`'1 i " ;4 n r' will- t€ b,t �t II -I I r:�=, --.;. -�—))`.,,.rJ�'v... ... , 1 (E ____ -_ ._. _ N" .» -te Tom, ° :,_c }, ',t F F i _-\, -.", ,_,,,II-�- _1�4 I .-­­ �_-_.,z_-1'-1I,­--_,�_.,I�'" ,-�.-, I "-"',,I-1-_ -,_1,' 1FI_-_�I_�'I S,,'_�I. -. 7_I '-,--1­ \I1_ _.,-�,I J__L.�, —_�::_I- I,I , �, _,.�_,­�-.,1_-�.�;--�,,�I_ ��1-_­, ',I/'"i1I -'_�,_.- ,1_�",­� -III -'�\ ,,�� _I .., P-I I_, ', ..I ;­" _:- I -,k _1�___'I�"!­1--1��iz,1__I�_� .� I I I—",.'-��I.4.I ­� _ -I I _.�.1_-II_�,; 1_I I_,--. .�-_�_.,�-II _—­.,-1!,�_—,�-,)-i ;- :z/_'-,,1, /, 1-1.".,,,II ­_-A1�., "7�i-I1_-�,1 .1�-I.,`I4:"I.(�- _� kk-II. -, /. I,".:Z�/1. C"--r1- I,I, -1Vi, ",�9..I'� .., r a {i �,I � " -l �e 'I�_1� �'l,I�:I-,"�� - � ­. 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X; e..�. 1 fi. �- .. c'b ILS Elm 1" = 5C'' 33' ROAD & UTILITY EASEMENT I• I.E. = 391.556" N I.E. = 391.31: 10' E__ CB Rim: 398.93 LE. = 397.0, 8' N I.E.=396.6, 12'E&W i 10' X 10' 3946 PHONE EASEMENT 1 I 30° I EXISTING OUTLET GROCERY STORE I I� Rim: 392.15 I.E. = 389.65, 12" W I LE. = 389A 12" E --- 081 s EXISTING SITE CONDITIONS LEGAL DESCRIPTION THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 21 NORTH, RANGE 4 EAST OF THE WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SUBDIVISION; THENCE NORTH 89'43'44" WEST ALONG THE NORTH LINE THEREOF 659.13 FEET TO THE NORTHWEST CORNER OF SAID SUBDIVISION; THENCE SOUTH 01'15'41" WEST ALONG THE WEST LINE OF SAID SUBDIVISION, A DISTANCE OF 117.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 01'15'41" WEST, A DISTANCE OF 541.43 FEET TO THE SOUTHWEST CORNER OF SAID SUBDIVISION; THENCE SOUTH 88'44'01" EAST ALONG THE SOUTH LINE OF SAID SUBDIVISION, A DISTANCE OF 335.69 FEET TO A LINE PARALLEL WITH AND 280 FEET WESTERLY, AS MEASURED ALONG THE SOUTH LINE OF SAID SUBDIVISION, OF THE WESTERLY MARGIN OF PACIFIC HIGHWAY SOUTH; THENCE NORTH 01' 1243" EAST ALONG SAID PARALLEL LINE, A DISTANCE OF 278.41 FEET; THENCE NORTH 88'43'44" WEST, A DISTANCE OF 120.44 FEET; THENCE NORTH 01'1239" EAST, A DISTANCE OF 170.00 FEET; NORTH 65'12'19" WEST, A DISTANCE OF 27.27 FEET, THENCE NORTH 01'12'39" EAST, A DISTANCE OF 82.11 FEET; THENCE NORTH 88'4344" WEST, A DISTANCE OF 189.79 FEET TO THE POINT OF BEGINNING. SECTION/DETAIL LEGEND ® �SECTION OR DETAIL IDENTIFICATION SHEET NUMBER SECTION OR DETAIL SHOWN ON SHEET NUMBER SECTION OR DETAIL TAKEN FROM SITE INFORMATION SITE ADDRESS: PARCEL NO'S= ZONING: PARCEL SIZE: 1430 SOUTH 330TH ST FEDERAL WAY, WA 98003 1721049045 BC 3.39 ACRES N.T.S. South 320th Street 0 South 324th Street t'0 1 '6 ac? Q South 328th Stree Site South 330th Street VICINITY MAP Sea--Tac Mall LIST OF DRAWINGS SHEET NO. TITLE REVISED G 1.O 1 of 17 COVER SHEET A 5-28-09 C1.0 2 of 17 LAND SURVEY A 3-10-08 C2.0 3 of 17 SITE DEVELOPMENT PLAN A 5-28-09 2.05 4 of 17 PARKING LOT AND CIRCULATION PLAN 8 5-18-09 2.1 5 of 17 EROSION AND SEDIMENTATION CONTROL PLAN A 4-30-09 2.2 6 of 17 EROSION AND SEDIMENTATION CONTROL DETAILS 0 3-10-08 3.0 7 of 17 -GRADING AND DRAINAGE SITE DEVELOPMENT PLAN 8 5-18-09 C4.0 8 of 17 SITE DEVELOPMENT DETAILS AND NOTES 8 5-07-08 C5.0 9 of 17 DRAINAGE DETAILS A 5-18-09 6.0 10 of 17 CITY OF FEDERAL WAY DRAINAGE DETAILS Q 3-10-08 7.0 11 of 17 RIGHT-OF-WAY IMPROVEMENTS - 13th AVENUE SOUTH - PLAN A 5-18-09 8.0 12 of 17 RIGHT-OF-WAY IMPROVEMENTS - 13th AVENUE SOUTH - PLAN AND PROFILE zE 5-18-09 9.0 13 of 17 RIGHT-OF-WAY IMPROVEMENTS - SOUTH 330th STREET - PLAN AND PROFILE A 5-18-09 10.0 14 of 17 RIGHT-OF-WAY CHANNELIZATION PLAN I A 5-18-09 10.1 15 of 17 ROAD SECTION AND DETAILS Q 5-18-09 11.0 16 of 17 CITY OF FEDERAL WAY RIGHT-OF-WAY DETAILS 8 5-07-08 V12.0 17 of 17 CITY OF FEDERAL WAY LIGHTING AND PAVEMENT MARKING DETAILS 5-07-08 10 CALL BEFORE YOU DIG *ONE CALL* UTILITY LOCATOR: (800) 424-5555 CITY OF FEDERAL WAY PUBLIC WORKS PRECONSTRUCTION / INSPECTION NOTIFICATION PHONE NUMBER: (263) 835-2700 APPLICANT / OWNER: ALEX MELNIK, PRESIDENT CHURCH OF BLESSING 1430 SOUTH 330TH ST. FEDERAL WAY, WA 98003 (253) 2.06 _3_(0 CIVIL ENGINEER: JOSEPH DOMINCZYK, PE ENGINEERING CONSULTANTS NORTHWEST, INC. 811 PORTER WAY MILTON, WA 98354 (253) 952-7797 ARCHITECT: DAVID THORSTAD, RA 406 SOUTH 289TH STREET FEDERAL WAY, WA 98003 C253) 941-4850 LAND SURVEYOR: G. PHIL SARGENT, PLS DRYCO SURVEYING, INC. 12714 VALLEY AVENUE EAST SUMNER, WA 98390 (253) 826-0300 Call Before Y Dig 1-800-42-55 ENGINEERJNG CONSULTANTS NORTHWEST PROJECT NUMBER: 201313PH SHEET NO. G 1.0 1 of 17' o . im:o i x Parcel B �. IE1 ADS. E: 400:55 "PVC S: 4400 5 THAT PORTION OF . THE NORTHEAST' , QUARTER OF THE.,NORTHEAST QUARTER OF THE 'SOUTHEAST Iru 25590 Sq. Ft IE12 ADS' W: 400.65 QUARTER OF SECTION 17, TOWNSHIP 21 NORTH, RANGE 4 EAST OF THE WILLAMETTE MERIDIAN, x g KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: 0:60ACres BEGINNING AT THE NORTHEAST CORNER- OF SAID SUBDIVISION' THENCE NORTH 89`41'44! WEST ! a Doti i ALONG THE. NORTH LINE. THEREOF, 444.45 FEET TO` THE TRUE POINT OF BEGINNING;, THENCE x l I SOUTH 0"1'439 WEST 380 FEET;_ THENCE SOUTH 89'41'44 EAST 120 FEET TO" A LINE PARALLEL, WITH AND 280 FEET WESTERLY,. AS MEASURED ALONG THE SOUTH .LINE OF SAID: SUBDIVISION, OF THE. WESTERLY MARGIN OF PACIFIC HIGHWAY SOUTH; THENCE SOUTH 0°14'3V' .�,�,E,�' WEST ALONG SAID PARALLEL . LINE .278.48 FEET TO. ;THE SOUTH ' LINE. OF SAID SUBDIVISION; oo I THENCE NORTH 89'42'O " . � O WEST ALONG SAID SOUTH LINE _335.41 FEET TO THE SOUTHWEST I' CORNER OF SAID SUBDIVISION; THENCE NORTH O' 18� 15' EAST 658.52 FEET TO THE NORTHWEST r o� L` CORNER OF SAID SUBDIVISION; THENCE: SOUTH 89'41'44" EAST 214. 72 ' FEET TO THE. TRUE PC POINT` OF BEGINNING. CONTAINING .175072 SO FT (4.019 Acres). x S anhals lb 6.94 6" C E 403.5 I l o x c, &,,,��0 1 'i2' •E 2 27` I GRAPHIC SCALE 2 =40 . lot cv/ i �� JJ - i � I o 40 sa 120 � wW� oo I x x X 412 OLD TENNIS COURT & EMERGENCY FIRE DEPARTMENT ACCESS 11,7700 `, A 4i c o o a 0 Z Catch Basin Qo Rim: 405.83 IE 12" ADS E: 401.3 IE12"ADS N—S: 401.4 t Catch Basin Rim: 405.74 1E12"ADS: 401.9 Catch Basin Rim:. 403.36 IE 12" ADS: 398.9 Catch Basin Rim: 402.50 IE5'ADS" In: 400.0 .IE12"ADS Out: 399.6 TBM/MAG NAIL SET ' IN CONC. BASE OF ORNAMENTAL STREET LIGHT W. SIDE AT END OF 12TH AVE.S. 402.77 Catch Basin Rim: 402.17 IE6"ADS: 400.3 fCll11: `tt71.'YJ IE12"CMP SW: 397.6 IE18"CMP N: 397.96 0 12 CM . 395.98 Oo rn 't C °I° < MONUMENT FOUND THIS U H SURVEY ® I I -- FINISHED' FLOOR " O REBAR & CAP FOUND. AS NOTED in I \ POWER POLE a3 Lq POWER HAND HOLE n7 0 POWER VAULT ILLUMINARY 3 I p UNDERGROUND" PAINTED POWER Icm. _ GUY CHOR cv -> ® PHONE N JUNCTION BOX w. UNDERGROUND --PAINTED WATERLINE WATER VALVE 1-rav wv�r1 J.7V�i'! JiKttl wAsB 9-27-05 —1 -os Ch U rch of .: Bl e' ss n .�'TO O,p�l'c� 1 +> a � S 1 UNDER. MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS + P b PVe.Y FEDERAL .WAY, WA: 98003 DRYCO �y�.��t' OF THE SURVEY RECORDING ACT. 4�' p o 3) 835�-5857 DRYC i 0 x FAX (2530 835-5856' Surveying, Incorporated Project Laeefon - o 12714 VALLEY AVENUE EAST 3 i4s' A Portion. of the Northeast Quarter of the � �$�ISTi3�9 c�'�4 - SUMNER, WA 98390 ��-?�� e 17, Townshi - z21 North Range Southeast E st Quarter. 4� y�ls 253-826-0300 FAX 253-826-9703 s/tt/ G. PHIL. SAR ENT P.L.S. 34145 S �. � Section' Willa rnett. Meridian, City. of Federal lay, Eng. Coulnty, XiiAington. DRAWN I. S. SCALE: 1" = 40' .DATE SURVEYED: May, 2001 APPROVED: DATE PRWD. 3/21 f2W8 JOB: No: 2001079 30 0 30 SCALE IN FEET EXISTING ROAD TO BE F W I a t1 i LL I v LL LL EXISTING ASPH TO BE REMOVI THIS AREA (TY S T E VERTICAL DATUM: K.C.A.S. BENCH MARK: CP NO. FW 121 ELEVATION = 323.2 FEET NGVD-29 PER BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY: DRYCO SURVEYING, INC. - JOB NUMBER 2001079 ON AUGUST 6, 2001 - REVISED APRIL 2005 CHURCH OF BLESSING - PHASE 2 SITE DEVELOPMENT 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, WA3HINGTON 13TH AVENUE SOUTH SEE SHEETS C7 & C8 FOR RIGHT-OF-WAY IMPROVEMENTS 1 i ( PROJECT CHARACTER1811CS XIE STING SITE AREA (ACRES) 3.39 BUILDINGS (SF) 21,775 CONCRETE/ASPHALT SURFACES (SF) 49,890 TOTAL IMPERVIOUS (SF) 71,665 GRASS/LANDSCAPING (SF) 76,005 PHASE 2 3.06 21,775 65,780 87,555 45,738 0 D t v 0 ----G G G JA LEGEND PROPERTY WUNDARY CENTER LINE MINIM DRNN STORM SEWER 0 STORM SEWER MANHOLE i CB CATCH BASIN U DW INFLTRA71ON DRYWELL 4" S SANITARY SEWER ASS MH SANITARY SEWER MANHOLE 0 S.C.o. SANITARY SEWER CLEANOUT fr m WATER LINE 'cr FIRE HYDRANT a WATER METER WATER LINE GAS LINE STREET LIGHT 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 G. NcdZa�r t. ►tie► I�3r� � FF7RMIT N0. 05-103457-000-00—EN APPROVED REVISIONS rtrc U.U.M. ULWMI QJ-IU-UD LETTER DATED 9-27-05 5-07-08 PER C.O.FW. COMMENT LETTER DOSED 4-18-0 ADDED COMUC11ON Q4-30-09 DEFERRAL UMTTS. PER C.O.FW. COMMENT ®5-18-09 LETTER DATED MAY 14, 2009 ADDED S16HT DISTAN A5-28-09 TRIANGLES ON 330TH awn Nko N 03dio) OC404 J J Q o2k'w V) Z Fx � � Wes= Z 1n E_.,. Z40 WU Z 4-30-09 tM O Cl 00 tit z uJ O Z Z 4 sO � C) xz m� � Lo Ln LL- Lo co OF- u- UaQ°O N = o LJ to U_.a- o N i< F- z Lil _i U _Z Cf� (n LJJ CN _I m U-1 to �-- < O tl. � U DATE 3-10-08 DRAWN B.S.O. DESIGNED J.J.D. APPROVED J.J.D. PROJECT NO. 201313PH2 SHEET NO. 02.0 3 Of 17 Sheets 30 0 30 f■�r 0� SCALE IN FEET I--- LLI W cc a U. c� � _✓ Q. } 3 c c CY1 LL c L Is X v LL VERTICAL DATUM: K.C.A.S. BENCH MARK: CP NO. FW 121 ELEVATION = 323.2 FEET NGVD-29 PER BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY: DRYCO SURVEYING, INC. - JOB NUMBER 2001079 ON AUGUST 6, 2001 - REVISED APRIL 2005 SITE PLAN CHURCH OF BLESSING - PHASE 2 PARKING LOT AND CIRCULATION PLAN A PORrioiv of THE Sw 1/4, SEC. 17, TWP. 21 N., RGE. 4 EAST, OF THE W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINCTON 1 1" = 3o` LC21C 13TH A VENUE uoUTH SEE SHEETS C7 & C8 FOR RIGHT-OF-WAY IMPROVEMENTS R N I I I PARKING STALLS CIRCULATION PATTERN, DRIVE AISLE AND PARKING STALL WIDTHS ARE SHOWN AS INDICATED ON PROCESS IV APPROVED SITE PLAN. REFER TO SITE PLAN PREPARED BY: "DAVID L. THORSTAD ARCHITECT" FOR SPECIFIC DIMENSIONS FOR PARKING STALLS WITH REGARDS T0. COMPACT AND FULL SIZE STALLS. & ADA SPACE C COMPACT STALL FULL SIZE STALL TOTAL SPACES 4 SPACES = 6 SPACES 170 SPACES 180 SPACES LEGEND PRE BOUNDARY 0 mpg mw CEMER LINE STORE SEWER ® STORM SEWER MANHOLE i C8 CATCH BASIN O DW INFITRATiON DRYWE!! C ss SAMIARY SEWER OSS Mi SAWIARX SEWER MANHOLE O S.C.O. SANITARY SEWER CLFANOUT s* W WATER LINE FIRE HYDRANT WATER METER WATER LINE GAS UK STREET LIGHT 200 F 200.00 TC 200.00 TS 200.00 IE = 200.00 GROUND CONTOUR FINISH SPOT ELEVATION FINISH TOP OF CURB ELEV. FINISH TOP OF SIDEWALK ELEV. INVERT ELEVATION FF 200.00 FINISH FLOOR ELEVATION I PERMIT NO. 05-103457-000-00—EN I 40ows" tsmo� APPROVED Z REVISIONS V) Z¢ ZV) W s azx ZOO WUZ gg,9/hFA 4-30-09 M O 00 10 LLJ z mM to o a 9 Po 00 Oc N C=.?a�—LPL N Z 0 W "' m LLJ U < O o s CL s o U NY o_ 3-10-08 DRAWN B.S.O. 'DESIGNED J.J.D. J.J.D. NO. 2�01313PH2 NO. C 2.05 4 Of 17 Sheets 10111000M.- 30 0 30 SCALE IN FEET SILT FENCE z / M 0� 9 g6 � 3 3916 W �• 30' EASEMD 1I X SLOPE PROTECTION SEE DETAIL CHURCH OF BLESSING - PHASE 2 EROSION . SEDIMENTATION CONTROL A SW 1/4, SEC. 17, TWP. 21 N, RGE. 4 EAST, OF THE W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON 13TH PARK ENTRANCE '..77j e _____ _OF________ --------- ,a END EX{ST{NG PAVED ROAD JIL.I F LIIIVG Rim: 402.50 -" / I.E. = 400.0, 6" \ I.E. = 399.6, 12' � ®� 6� ®"w' � �°" >k °'�"'®x �r-w � •- � s� >K tee. �. CATCH BASIN PRO EC' SEE DETAIL 5 / - { -l C2 .1 CATCH BASIN ' PROTECTION CB 1A CATCH BASIN I-- CATCH BAST PROTECTION PROTE:ftm SATE PLAIN 1"=30, AVENUE CB CB Rim: 403.36 Rim: 405.83 I.E. = 398.9, 12" I.E. = 401.3, 12" E aq I.E. = 401.4, 12" N & S A I/=A11 1= r-r*r r _ --' __________ r I C� 2E _ ._ ` \CB 2D � — CATCH BASIN PROTECTION X , \\\ - 1 STORAGE AREA FOR I � 4,W i --- SILT FENCE EXISTING POST OFFICE 441'""+ ` —_ CATCH _BASIN a PR(3�E�Tfb�f"axe=c_=s=s=szas=asxss:vxx=sc==easoxc=a__ N01 °15'41 " E f"-1 71 00' 408 ..--- -..406 210.00' 'r .�.,®— — — 00 �N 60 SILT FENCE--- � 100 I 4 G N crj ! � o W ( / 408 / ! REVISIONS 3-10-08 PER C.O.M. COMM LETTER DATED 9-27-05 12-16-08 PER C.O.M.MEN © COMMIT LETTER DATED 10-17 3-19-09 ADDED DETAIL /U CALL OUT & TREE STORAGE AREA REVISED REQUIREMEMS ®4-30-09 IN SW AREA OF PROJECT ZZ!-- Q v) W 1 Uj z u) wUUz 4-30-09 0 0 00 rn a S CO,n co U-) c 00 In �O W r7v In LO u- w J U 3-10-08 DRAWN B.S.O. DESIGNED J.J.D. PERMIT NO. 05-103457-000-00--EN APPROVED J.J.D. PROJECT NO. � 201313PH2 SHEETNO. APPROVED C 2.1 S Z� O� 5 of ` 17 sheets JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WiRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 11 ........i- !rw!lwwirilrlrrrrirrr• li111r.1:i1% rwmawawaawrrwrwraaasr wwwrriarwuwluwwc•.w iwirwalrriwR!!r!lr/i awawaaiarlaairailF.rw aw!!r■rlari!!lwwaia aswwaaaaswrwaraaaasaar aaarlaawrwaawwawwarwr awwawrariraaiwaawwas alwalrrrrwara!lirrrr wawwairwrrrriaawlwrr wawrraarrrarwwaaaarr wwrwwlRaawasraalsar riwwaaalwwiiiiaiii ■arilrlwwwrwriirir aarraaaaawararar : W-- ._--.-.-.� r -- INS N wwwraawawarwawr 10:1111 i1! aiiwiwiw-- . wr POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING 1S USED NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE SILT FENCE PER KING COUNTY STANDAMS X\S�\N� REPO E R=25'MIN. INSTALL DRIVEWAY CULVERT IF THERE iS A ROADSIDE DITCH PRESENT, AS PER KING COUNTY ROAD STANDARDS 4"-8" QUARRY SPALLS GEOTEXTILE 12" MIN. THICKNESS 2"x2" BY 14 Go. WiRE OR EQUIVALENT, IF STANDA 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 / L gyp. N.T.S. AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R-O-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY iT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA STABILIZED CONSTRUCTION ENTRANCE r 3 PER KING CO. STANDARDS N.T.S. C2 2. SLOPE SURFACE SHALL BE SMOOTH BEFORE PLACEMENT FOR PROPER SOIL CONTACT STAPLING PATTERN AS PER MANUFACTURER'S RECOMMENDATIONS MIN. 2" OVERLAP I_I I 1=1 I 1=1 11= DO NOT STRETCH BLANKETS/MATTINGS TIGHT - ALLOW THE ROLLS TO MOLD TO ANY IRREGULARITIES FOR SLOPES LESS THAN 1.5H:1 V, ROLLS MAY BE PLACED IN HORIZONTAL STRIPS IF THERE IS A BERM AT THE TOP OF SLOPE, ANCHOR UPSLOPE OF THE BERM IN 6"x6" MIN. TRENCH 'LE AT 12" INTERVALS MIN. 6" OVERLAP STAPLE OVERLAPS MAX. 5' SPACING BRING MATERIAL DOWN TO A LEVEL AREA, TURN THE END UNDER 4" AND STAPLE AT 12" INTERVALS LIME, FERTILIZE AND SEED BEFORE INSTALLATION. PLANTING OF SHRUBS, TREES, ETC. SHOULD OCCUR AFTER INSTALLATION. SLOPE BLANKET INSTALLATION 4 PER KM COUNTY STANDAFOS N.T.S. C2 2.1 GRATE CATCH BASIN NOTE: DETAILANY S ONLYSCH EMAT C. S SOLID `...'; �: OVERFLOW ALLOWED THAT HAS A MIN. WALLS 0.5 C.F. OF STORAGE, THE MEANS TO DEWATER THE STORED FILTER MEDIA �� SEDIMENT, AN OVERFLOW, AND FOR DEWATERiNG ' =) y '' ` CAN BE EASILY MAINTAINED. POROUS BOTTOM CHURCH OF cx. ESSING - PHASE A PORTION OF THE SW 1/47 SEC. 17, TWP. 21 N., RGE. 4 EAS"111 OF THE W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON EROSION AND SEDIMENTATION CONTROL PLAN NOTES AND DETALS TREE PROTECTION r 6 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 romp 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, rest(ctors, 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 responsibirdy of the applicant/contractor until all construction is approved. 3. The boundaries of the clearing limits shown on this pion 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 applicont/contractor for the duration of construction. 4. The ESC facilities shown on this pion 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 for 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 1st through April 30th, 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 on 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 22-1568 (c) (6) (a-g) of FWCC. 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 PEN) 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 clearing limits. 3. Post sign with name and phone number of ESC Supervisor. 4. Install stabilized construction entrance. 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 install storm conveyance system including compost filter. Compost filter will be offline and not in operation until site has been stabilized. 9. Install remaining utilities. 10. Finish grade site and construct asphalt parking areas, access drives, sidewalks, curbs and gutters. 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 i REVISIONS A LEM DATED 9-27-05 ® PROTECTION DETAIL M^ti 901 �+ M M Ra No r J co30t ZZQC�-n W'J Zv) I=_.. zoo W( >Z V4-30-09 M O co rn 0o = S U.) d m0 00 mn�� LO 00 o-.>�u7 �0<00LO �o 'CON w J to J O C � cn � z z W � �C Wm w K =0 0CL Z i 3-10--08 DRAWN B.S.O. DESIGNED J.J.D. PERMIT NO. 05- 103457-000-00-EN APPROVED J.J.D. PROJECT NO. 201313PH2 SHEET NO. C G.' APPROVED 6 Of 17 Sheets VERTICAL DATUM: CHURCH OFEEILESSING - PHASE 2 LEGEND REVISIONS K.C.A.S. -..--- ...... - - PROPERTY sOUNmRY � LETTER DATED 9-27-05 DATU�t1 BENCH MARK: CP NO. FW 121 __-- �__-\ ___-- raw S M wM � 5-07-08 PER C.O.FW. GRADING AND DRAINAGE SITE PLAN d COMMENT LETTER DATm 4-16_� ELEVATION W 323.2 FEET 0 STORM SM MAMLE 12-16-08 PER C.O.FW. NGVD-29 A PORTION OF THE © ■ co CATCH a4SIN ® [.NITER DATED 10-t7 OowSW 1/4, SEC. 17, TWP. 21 N., RGE. 4 EAST, OF THE W.M. _________S Ulf �� ___--- DRYINELL � s sw � � I]EDICAiiOMI. MW CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON 0S.C.O. SA*SS MH NKA`Y SEWER 5-18-09 PER C,O.FW. COMMENT SANITARY SEWER cLEallour ® LETTER DATED MAY 14, 2009 w WATER LINE b' FIRE HYDRANT ® ® WATER METER PER BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY: WATER LINE 30 0 30 DRYCO SURVEYING,. INC. -- JOB NUMBER 2001079--------- G---------- GAS LINE ON AUGUST 6, 2001 -REVISED APRIL 2005 EARTHWORK- `�°° -- ' - _ F 200.00 GROUND CONTOUR TC 200.00 FINISH SPOT 8"ATM FINISH TOP OF CM ELEV. SCALE 1N FEET T5 200.00 FINISH TOP OF SIDEWALK ELEV. CUT 8,000 CY I.E. 4.66 IE = 200.00 INVERT ELEVATION FF 200.00 FINISH FLOOR ELEVATION \�o 13�-�,°,� AVENUE SOUTH FILL 1,300 CY STORM DRAINAGE STRUCTURE SCHEDULE FOR RIGHT-OF-WAY IMPROVEMENTS SEE SHEETS C7 & C8 EXISTING h r r NO. RIM EL. INVERT SIZE -DIRECTION TYPE/REMARKS is ti SDMH TO BE REMOVED) CB i i___ L___ L__�g _______ CB a2 t `-"- 397.0 8 IN NW SEAL. Rim: 402.17 I ----------------------------------- --`"'-"" CB 3A 398.23 I.E. = 397.03, 12 SW » 402.77 ___-- Rim, 403<36-Rim.-if0u:83_________ _____________________________________,--_----__-------------------------------_ \ ` _ LE. = 400.3, 6 --------------------------------------I.E _ _4Q13 1�>' E _ --------- NW SEE SHEET FOR 3 a� \ (.E. - 397.03, 18 N J ..,,.... �g8:9, -1.2-------____ 393 48 12 IN _ I \ 5 CY -� ----402\ A - I.E, = 401. , 12 N 8c------------------------------------------- -----------------___-T___ ------------------------------� 0 4�,---- S _ 9 .2 18 OUT SEIMPROVEMENTS � � _ _ ro CB 3B 398.93 397'0 8 1N N REPLACED BY MN 1. -'_-======= _��__� 0 396.6 12 IN OUT E&W I � � RIP RAP 4 I r -_.-��_�=a� �-__��_��_��.�_ _�__v=,_����==== == ��.= _ ��.�.�_ - _ - ___ - •- \ -- _- 0 I �' EXISTING 12" ST �_ _ �� :.�_.��===m �ax�=�_��_____���_ = CS 3 402.72Co 5 394.4 6 !N N '--' r � \� -- CB - Nn CB + ---- --- __ __ \Q� _ _ 399.3 8 OUT S Rim: 402.50 6" - "- r Rini: 40 . - - - - _ �_ b Rim: 405.74 - CB 4 401.43 397.03 12 OUT S TO BE REMOVED. t' I.E. = 4�1 CB 5 403.78 TO BE REMOVED. (n I.E. - 4Q0.0, .. - "'•' - -- - \ LE. = 399.6, 12" '''-' i � `� i -- 39$.28 8 IN N 12" CMP CULVERT G \ " ST 397.88 1 I EX. 12 _ 8 OUT S C�I- I.E. = 395.98 / -•" - _ - - -- =- __- __ _ - �' _ _ _ + �� � CB 6 406.94 403,5 6 OUT N TO BE REMOVED. ZZ� CB 3E E aC _-----=a==-=a_=a==_ =aa �. ==.a 403.5 - �_-__ 6 E - - OUT Ir • F: ' a•�aes :x W a=x= rMs z azx= - F: r m _ �. _ 1G G d' CS2-� _ W a a a 40 :t 0 55 , 12 -_ . - !N w r•Y(. , a+� •i f . 1 •. .. _- _ _®....:.r '.. .. • . it '.r '. / ;;• CB 1A 405. 5 W ---- _ 0 IP 400. •z' S5 1 A 2 0 •.. UT S 4 _ �•0 e .» 6 4 g F- •4' 1 1'� . -gin ! � •�;: , `.. ----`. -• ---.--._.. - .� 401.63 12 !N N E e , -' 40 �_- ___ - - - _ Z O . .. ">x' °k / - N 01°15'41" E \� 1B 405.63 401.63 12 OUT S ZOO 40 CB 2E 407.61 E ADJUST RIM EL. TO W U Z \� . \ � 117. o0 2 �'j , • , ;; . ,:,,.. ,>.:. • � r, ..►--'' / - � �O<p �-- 402.96 8" IN 4 \ 1 6 --- -- r 402.96 12 OUT 406.15 ----------- ---- �-- -j_ _ _ ------ .` 'a �o� I ��0 _ ! PROPOSED gA - - - -- --- _ INVERT SIZE -DIRECTION TYPE/REMARKS /REMARKS \ d____...._.__...s...__E...____...__..._.. - _ --- ---- -- - -- N4 RIM EL ERT SIZE D{REC E 18" �`� ,-- _ =� _� �CB""' A •�-... -_I /CB 2C \ TC 40 50 �\ \ 394. 30 12" IN NW 48"0 {r0 ` ST\, CB 2B -- �- { --- `, CB 1 B _---.. -<---- - ---' F O MH 1 398.81 393.63 8 IN N CB 2A - _"'"__ ( � I % 4-' _-�-... �---� 2`-- --- _ 0 393.63 12" OUT (SE) L C4`7 ! :- - � TC 406.80 � \, \� 406.87 •-�. ':;• CB 5 406 -- ---- TC 406.50 e Q I F 406,30 \ 0090 TYPE {I - 54"o CB 3D -,-' a �`� TC 40 53 4 �- �� �t 396.49 8 1N E g$ � F 406.00 Ar4 ;;:. � � `---.. 41 _--' C.S. 1 402.75 SOLID LID TC 406.10 e �� TC 406.94 \ OUT \ CB TO REMOVED TC 407.11 TC 406.90 %. •.� SEE DETAIL 1, SHEET C5 "K ! F 405.60 406.0 '°� F 406.03 1 F 406.44 TC 407.11 cal 395.00 12" OUT (S Rim: 4 .7840 J 61 " ! �\ 396.70 12" IN W TYPE fI - 48"� » 0 _ B 2 403 50 00 I I.E. - 398.53, 12 N I » LE. 397.88 18 S .. ",` ,:;. 1 ! C 4 1�- x TC 4 7.2 TC F .� ,:.::.1 396.70 12 IN S W% F 406.62 TC 407.67 396.70 12 " SOLID LID ., .,�>,. •,,>: ... ..�.,::-; ::: ; �:,,.';,• OUT (E) NEW 6" FROM EX. FROM> ;•4',7 t,� F F 407.00 F 407.17 TF 407.3 ik�4 \ D rn 33' R x0� DOWNSPOUT DOWNSPOUT �,-_ ---� �\ © \ I _ ---"` / 398.36 12" IN (N)�. 4; ` e`e S r-------PR4�IDE RQC _I2ETAUJfRS----------- ----- _, N\CB �-1 " OUT E "-- , - w CB 2A 403.20 398.36 12 t7i:I CQ 2E AROUND TREES TO MNNTAiN - r Parcel B �- 400.05 6 IN E TYPE 11 - 48 0`e''''' 2D ,�--� d- CB 2B 405.90 / e I ROOT COVEND RA E AND MAINTNN ,. 4� 4j.--_.�. f 26,204.99 S Ft. 399.10 12 1N N SOLID LID A-ROLu F 402.70 /� �� ::f �- �TRISfiN(�) 3E HIGH MAX. �� \412� / 00 x TS 4t17 „ TC 4 7. 0.60 Acres 399.10 12 OUT S 0 � n> T \ 00 402.26 8" IN E F 407.17 i ( F 407A0 \` \ ! CB 2C 405.83 402.26 12 OUT z I ;w , ^, ; Q TC 407.12 TC 407.74 TC '7.50 4>p� CB 2D 406.28 403.19 8 OUT W �10E�1G .L. 1 _ , \ i F 406.62 �„,, •'K F 407.24 497.00 _ 403.75 6 IN S 4-30-09 ! CB 2F 406.55 403.52 8 OUT W TC \�� ! " TC 408.15 \ o� ! -�- ! 397.25 12 IN S SEE SHEET C9 a I (\ \\ F407.05F 406.88 F 407,65 \ \ CB 3C 400.43 397.00 12" ►N W 3 ¢os - - \ 397.00 12 OUT N " U , . 397.84 12" IN W SEE SHEET C8 F 407. TC 408.25 ! ; CB 3 401.23 2" _ CB 2F �, i D 397.84 1 {N S _•••--._...._�_ 1 �, �_____=--____- _-_-- :.F , ..;.,. �'' TS 407.40 NEW 6" FROM --- ._..._� ...0 497.Z5 ! i 397.84 12" OUT E �-' 3E 401.99 398.19 12 OUT 00 00 I :;''1 « ;A F 406.90 DOWNSPOUT ; "'�-' 408 i CB E TYPE 1 L. SEE SHEET C8 //T• I i W ' NOTES: 1 • ALL STRUCTURES ARE PE 1 UNLESS OTHERWISE NOTED. -� ' EXISTING CHURCH BUILDING 1 FIN. FLR. 407.75';406.95 2. CONNECT ROOF DOWNS OUTS TO SITE CATCHBASINS.N z .. r: ------------------------ ----------------------- 7 `-- ' 0$� 1 USE 6 PIPE FOR BUILDING MINIMUM SLOE 0.75%. N :i CB e,, ,. '= 406-- 1000 I.E. 403,5 6",E'z� 4 ® J � 3 ,� I Rim: 402.72 ;. - u' = = 0 ° `"' -q� - --- p f - �; STORM DRAINAGE CoQ M ! _ ______ _ _ .� 1_12 39 _____ _ 4 6-� 10.00 , GE PIPE DATA 00 � I.E. = 399.4, 6„ NW \'---402-._._ '� _ _' ' � � _ E. = 399.3, 8 SE / / 04 `'`' ►- - o a, ' \ I £ PROPOSED CONVEYANCE SYSTEM -' 0 CB 2 E. (STING % 400 �4 -'`` --- [ STEM SI EWALK !CB 3C d \i ~� -- _ `� \ / Sanita Sewer Manhole MARK TYPE DIAMETER LENGTH SLOPE REMARKS "'y''' FROM (n) . I -- 398 ~-� Opp `'� �_ i ; „ , _ o u SSMH +' ! _ P T ' \ _ ` \ \ -® i , Rim: 407.80 A N-12 8 37 1.00% p DOWNS OU , °., ``' ' i , IE = 395.9, 8" PVC E RlM:399.56 \ ,, " ` f + 1 B N-12 8" 24' 1.00% I.E. = 391.55 6 N CB 3--- 6t \ �- 396 ; r I.E. = 391,31, 10"_E_ 1 CS 1 - - _p_ ___ - _ - _..-�3 ' I ; - „ , .j ( - \ o C N 12 12 56 0.70% CB 3B TO BE REMOVED \ r -- ��- -: ! / i , Rim: 398.93 (' r r I \ f D N-12 12" 30 0.70% I.E. - 397.0 8" N o (( l �9� / 1 / ! g E N-12 12" 175' 0.95% I.E. 396.6, 12" E & W I e MH 1 ' / _ \ ! F N-12 12 50' 0.60% r ST C8 N-12 12 88 0.50% ss=s- w Rim: 406.69 to _Z f , 'i \ ; ♦-+ fi i v`- + ! lE = 400.55, 12" ADS E I I H N-12 12 97 1.50% EXISTING N J Z v �' ,r s=_ �..^ ! / IE = 401.15, 6" PVC S I N-12 12" 66' 1.64% EXISTING W m in LLj _ - -= ;'ROICK W 04==_ __:--� �,-( IE = 400.65, 12 ADS + , „ 0 �.. C 0 FlN. {��: >< / \ cn �- -r--- 1 S HIGH -4Q0 r s 3310' �� i I I TOW 4010 I it F 398.2 f �6, PER FEDERAL WAY CODE SECTION 22-1568 c)(6 96 j I RELOCATED SECURE LIMITS WITH FENCING AT ROOT AND I)RI�- I ---�� \ UTILITY POLE LINES OF SIGNIFICANT TREES TO REMAIN (19) PLACES 1 & TELEPHONE i' ; RISER EXISTING GROCERY OUTLET STORE 1 30' R/W r i COMPOST GRAVEL TRENCH. r + FILTER SEE 4 N r e r SEE C 4 ,.y, ••e. i1 2 .i SITE PLAN 1"=30' (, C N-1.2 12 66 2.02% EXISTING = O 1 o t i N-12 8" 62' 0.90% ' I } N-12 12" 126' 0.50% � � a _ ' 1 1 ' M N-12 8" 62' 1.50% v v' r 1 r J N N-12 12" 15' 1.00% o aa. DATE f �AL 3-10-08 DRAWN \ B.S.O. DESIGNED J.J.D. PERMIT NO. 05-103457-000-00--EN APPROVED J.J.D. PROJECT NO. 201313PH2 SHEET NO. APPROVED C 3.0 IME 7 Of 17 Sheets REVISIONS 2" ASPHALTIC CONCRETE WEARING COURSE 6" CRUSHED SURFACING TOP COURSE COMPACTED SELECT FILL (DEPTH VARIES) STABLE COMPACTED SUBGRADE ON -SITE PAVEMENT SECTION NTS CONTINUOUS EXTRUDED CONCRETE CURB PER KING CO. ROAD STANDARDS - 1993 A.C. PAVEMENT SECTION EDGE OF PAVING EXTRUDED CURB SECTION 1-1/2* - 1'-0" �C FINISH GRADE •�.` i , +s•¢ i++ WASHED GRAVEC SLOPE BOTTOM TO DRAIN. 12" MIN. GRAVEL TRENCH 4 N.C3 C4 6' 7- SLOPE 4" SUrrABLE NATIVE SOIL OR BORROW AT 95% COMPACTION CONTRACTION JOINTS AT 10, O.C. .79 4" MAX (TYP) PLAN » 2% SLOPE �• Jai'.. 4„ SUITABLE NATIVE SOIL OR BORROW AT 95% COMPACTION SEC]'K)N - RAM WALK NOTES: 1. CONTRACTION JOINTS SHALL BE 3/8" x 1 1 /2" ASPHALT SATURATED FELT PLACED AT 10' O.C. 2. THRU JOINTS SHALL BE 3/8" x 4" ASPHALT SATURATED FELT PLACED AT DRIVEWAYS AND WHEELCHAIR RAMPS. 3. V-GROOVE MARKS SHALL BE 1/8" DEEP AND 1/4" WiDE PLACED AT 5' o.c. FOR 5' SIDEWALKS. 4. ALL JOINTS SHALL BE CLEAN AND EDGED TO A 1 /4" RADIUS. JOINTS SHALL BE FLUSH WITH THE FINISHED SURFACE. 5. FORMS SHALL BE EITHER WOOD OR STEEL AND SHALL MEET ALL REQUIREMENTS OF THESE SPECIFICATIONS. 6. CONCRETE SHALL BE CLASS 3000 PSI 5-1/2 SACK WITH 6% AIR COARSE AGGREGATE GRADING NO. 2 FINE AGGREGATE CLASS 1. DIRECTION OF BROOM FINISH CONCRETE SIDEWALK DETAIL N GENERAL NOTES 1. All construction shall be in accordance with the Federal Way City Code (FWCC), 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 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 Friday; Saturday, 9a.m. to 8 p.m. 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 957. 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(b)3. 15. The contractor shall be responsible for providing adequate safeguards, safety devices, protective equipment, floggers, 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. 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 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/40 - 707. passing; 2"-4" rock/30%-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 underdroin specifications described in KCRS 7.04 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. 05--103457-000-00-EN I enampar4 APPROVED mn i\aw'e1 0 ❑r� .r r• M nr- 3 C N N �M M� d co U) z<V) IZW WJ� Z(n�_ zoo WCJZ Q M C7 00 rn UJ z �o Zn Lo Lo rrn n U_=Q'i' 00 0 N U 1 i N UZ w i; Z V w LLJ N -__J W 0- m LLJ UJ V w 0 DATE 3-10-08 DRAWN B.S.O. DESIGNED J.J.D. J.J.D. PROJECT NO. 201313PH2 SHEET NO. C 4.0 8 Of 17 Sheets to f NOTES: 1. SEE SEC. 3.8.9 2. SEE WSDOT/APWA 9-03.12[4) 3. IF ROCKERY OR RETAINING WALL IS BEHIND ROLLED CURB OR ON A RURAL SECTION, FACE OF ROCKERY OR RETAINING WALL MUST BE A MIN. OF 10' FROM TRAVELED WAY. 4. CHAIN LINK FENCE, TYPE NO. 4 OR 6 (WSDOT/APWA STANDARD), REQUIRED WHEN ROCKERY HEIGHT IS THREE FEET OR GREATER. PUBLIC WORKS DEPARTMENT SIX EVENLY SPACED ON 10 3/8' 80LT I FOR BOL TO FL CONNECTION. o o 0 O Fsor¢ ROCK FACING, CUT SECTION HANDLE WITH LOCK PIN. ADJUSTABLE LOCK HOOK WITH LOCK SCREW; 1" ROD OR TUBING, VARL48LE LENGTH, 0 LIFT HANDLE O O LIFT HANDLE SHALL BE ATTACHED PER MANUFACTURER'S RECOMMENDATIONS. NOTES: 1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B-26-ZG-320 OR CAST IRON ASTM A48 CLASS 30B AS REQUIRED. 2. GATE SHALL BE 8" DIAM. UNLESS OTHERWISE SPECIFIED. 3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE), WELDING, OR OTHER SECURE MEANS. 4. LIFT ROD: AS SPECIFIED BY MFR. WITH HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER HANDHOLD. 5. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT, STOP TAB, OR SOME OTHER DEVICE. 6. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE. 7. MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT. B. FLANGE MOUNTING BOLTS SHALL BE 3/8" DIAM. STAINLESS STEEL. 9. ALTERNATE CLEANOUT/SHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS ABOVE AND HAVE A SIX BOLT, 10 3/8" BOLT CIRCLE FOR BOLTING TO THE FLANGE CONNECTION. PUBLIC WORKS FROP-T SHEAR GATE DETAIL DEPARTMENT STORM FILTER. MODEL 8' X 16' MSF - DROP -IN FILTER W/ MINIMUM 22 CARTRIDGES. PRE -CAST CONCRETE VAULT W/ ZPG MEDIA RADIAL FLOW CARTRIDGE (TYP) -- 8"In FROM CONTROL STRUCTURE g V (2) 3' X 3' DIAMOND PLATE DOOR H-20 LOADING, PER MANUFACTURER'S RECOMMENDATIONS. MAXIMUM OPENING OF GATE OF WEIR 403. ORIGINAL ORD" NOTES: 1. SEE SEC. 3.8.9 2. SEE W.RDOT/APWA 9-03.12[41. 3. FLITTER SLOPE MAY BE REQUIRED IN LESS STABLE SOIL 4. CHAIN UW FENCE, TYPE NO. 4 (WSGUi'%APWA STANDARD) OR HANDRAIL REQUIRED WHEN ROCKERY HEIGHT IS 3' OR GREATER, SEE DM►6. NO. 3-22. 5. TRAFFIC BARRIERS MAY BE REQUIRED ON ROADS WITH SPEED LIMITS 0'. SE40 E OR CHAPTER e�6P WE WE DD M ERE ROCKERY DUAL. 6. ROCKERIES SHALL NOT BE IJ W AS RETAINING WALLS my w N . 3-22 �C � WORKS 3 DRAFT Vmm I 1= e ci E=� Il �� 111�':t� � • L 4" - 8" CRUSHED ROCK L- PIPE MANIFOLD (TYP) `" FLOW SPREADER CONTECH ((800)548-4667). OVER COMPACTED SUB -GRADE AND OVERFLOW 2. PROVIDE FLEXIBLE COUPLINGS TYPICAL ALL PIPES. COUPLING TO BE SET 18" OUTSIDE FACE OF WALL. FERNCO OR ENGINEER APPROVED. 3. ALL CSF STORMWATER TREATMENT SYSTEMS REQUIRE REGULAR MAINTENANCE. REFER T OPERATION AND MAINTENANCE MANUAL FOR DETAILS. STORMSPACE FILTER DETAIL �" 2� 4 TOPADD AT PLEAST TWO �CASTRECARTR CARTRIDGES TOR OVIDE SPECIFIEDQ UATE NUMBER. N.T.S. r� ROCK FACING, FILL SECTION +- J ELAN OVERFLOW EL.EV, TO PROVIDE DETENTION & OIL SEPARATION PER PLANS SEE NOTE 10, aw I INVERT ELEVATION PER PLAN RESTRICTOR PLATE WITH ORIFICE AS SPECIFIED. NOT NEEDED IF ONLY FOR OIL POLLUTION CONTROL. OUREE PIPE INLET PIPE - - �- OR PIPES H i 3s4" MIN, I CATCH BASIN TYPE DIAM. AS REQUIRED REMOVABLE WATER- - TIGHT COUPLING )AXM PLATE WITH ORIFICE AS SPECIFIED ELBOW DETAIL N®�' 3-2.3 �"AdmL �.. PUBLIC WORKS DEPARTMENT NOTES: 1. SELF -LOCK VANED GRATE MANUFACTURER SUBJECT TO APPROVAL. BY ENGINEER. 2. USE WITH TWa LOCKING BOLTS 5/a•-11 Ne STAINLESS TYPE 304 STEEL SOCKET HEAD ALLEN HEAD,) CAP SCREWS 2" LONG. NOTE LOT DETAIL. 3. MATERIAL. IS DUCTILE IRON ASTM AWS GRADE 80-55-vs. 4. 'OUTFALL TO STREAM DUMP NO POLLUTANTS" MAY BE LOCATED ON BORDER AREA. SLOT DELL SEE NO. 4-5 CONTRACTOR SHALL INSTALL STREAM \ PROTECTION MARKERS ON THE TOP OF CURB AT EACH CATCH BASIN LOCATED WLTHRJ THE • GUTTERUNE. MARKERS. ADHESWE, AND INSTALLATION INSTRUCTIONS CAN 13 OBTAINED FROM THE CITY OF FEDERAL WAY W W W � � y W W + y y W y � C SWE TOWARDS SIDEWALK STANDARD RIGHT-OF-WAY GRATE(VANED) Dw'G. 4-10 NO. NOTCH 12" RISER W/ 15" LONG NOTCH 18"0 BAFFLE. 18"HIGH. ROUND SOLID COVER NOTES: MARKLOCKING BOLTS. 1. 1. PIPE SIZES AND SLOPES: PER PLANS. 2. OUTLET CAPACITY: NOT LESS THAN COMBINED INLETS. FRAME do LADDER OR 3. EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED STEPS OFFSET. SEE IN ACCORDANCE WITH THE REQUIREMENTS FOR CATCH BASIN NOTE 8. FRAME do TYPE 2, 54" MIN. DIAM. COVER ELEV. PER PLAN. 4. PIPE SUPPORTS AND RESTRICTOR/SEPARATOR SHALL BE OF SAME MATERIAL., AND BE ANCHORED AT 3' MAX. SPACING STEPS OR LADDER: BY 5/8" DIAM. STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED 2 IN WALL. 5. THE RESTRICTOR/SEPARATOR SHALL BE FABRICTED FROM 060" ALUMINUM, OR .064" ALUMINIZED STEEL, OR .064" GALVANIZED STEEL PIPE; IN ACCORDANCE WITH AASHTO M 36, M 196, M 197 AND M 274. GALVANIZED STEEL SHALL HAVE TREATMENT 1. CLEANOUT GATE: SHEAR GATE. 6. OUTLET SHALL BE CONNECTED TO CULVERT OR SEWER PIPE WITH A STANDARD COUPLING BAND FOR CORRUGATED METAL PIPE, OR GROUTED INTO THE BELL OF CONCRETE PIPE. 7. THE VERTICAL RISER STEM OF THE RESTICTOR/SEPARATOR SHALL BE THE SAME DIAM. AS THE HORIZONTAL OUTLET PIPE, WITH AN 8" MIN. DIAM. INVERT Et EY. PER PLAN S. FRAME AND LADDER OR STEPS OFFSET SO THAT. - A. CLEANOUT GATE IS VISIBLE FROM TOP. 8, CUMB DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 9. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4". 10. MULTI -ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON ONE SIDE OF RISER TO ASSURE LADDER CLEARANCE. 11. ORIFICE MUST BE INSPECTED PRIOR TO INSTALLATION r ti PLAN FLOW RESTRICTOR / OIL POLLUTION CONTROL DEVICE, TEE TYPE (FROP-T 12"0 INLET r- 9 12"0 OUTLET FILTER BYPASS OVERFLOW ELEVATION TO PROVIDE OIL SEPARATION. EL. 398.69 12"o BYPASS PIPE I.E. = 395.00 SOLID PLATE NO ORIFICE GRAVEL LEVELING PAD OVER STABLE SUB -GRADE ELEVATION CONTROL STRUCTURE (C.S.1 INLET DWG. 4-14 NO. CONTROL ROD FOR CLEANOUT 1 8" o OUTLET PIPE I -► TO FILTER I.E. = 396.49 RESTRICTOR PLATE W/ 3-7/8" ORIFICE �I:OTES: 1. CONSTRUCT STRUCTURE PER CITY OF FEDERAL WAY STANDARD DWG. 4-14. 2. PIPE AND APPURTENANCES ROTATED FOR CLARITY. w J U REVISIONS R DATED 9�-27-05 0 ZQV) Lu WJ� C� Z ry ui c a Q 00 m w0 z�z 00 mLo LAI M �r � tin La _ < I 00 00 � C/) N w o,.,`. y#ate x C.4 �< Z to C/? C'4 _W_I C�] (W/) Li- L1. _ tJ U 0 w Q _Z 8E C� 0 Z t9 Gy ce c. l q 3-10-0$ -DRAWN N.T.S. CB.S.O. 3 C5 DESIGNED J.J.R. PERMIT NO. 05-103457-000-00'-EN APPROVED J.J.D. PROJECT NO. 14 201313PH2 4=pw* SHEET NO. APPROVED c 5.0 DATE 9 Of 17 Sheets NOTES: REVISIONS NOTES: zZ 11 Bags Ns 6" CENTERS 1. PROPRIETARY CATCH BASIN HANDHOLDS AND STEPS ARE - 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WiTH ASTM n0M FACE wOH ACCEPTABLE, PROVIDED THAT THEY CONFORM TO SEC. R. Q LETTER DATED9-27-05 aQ�o C478 (AASHTO M199) AND ASTM C890 UNLESS OTHERWISE SHOWN ON 1' MIN. COVER ASTM C478, AASHTO M-199 AND MEET ALL WISHA REQUIREMENTS. FRAME AND GRATE FRAME & GRATE OR PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS. 2" CLR. _ p 2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MiN. CLEARANCE. 2. CATCH BASIN STEP/HANDHOLD LEGS SHALL BE PARALLEL OR NOTES: STEPS IN CATCH BASiN SHALL HAVE 6" MIN. CLEARANCE. SEE DWG. APPROXIMATELY RADIAL AT THE OPTION OF THE MANUFACTURER, NO. 2-006, CATCH BASIN DETAILS. HANDHOLDS SHALL BE PLACED EXCEPT THAT ALL STEPS IN ANY CATCH BASIN SHALL BE SiMILAR. 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM IN ALTERNATING GRADE RINGS OR LEVELING BRICK COURSE WiTH A PENETRATION OF OUTER WALL BY A LEG IS PROHIBITED. C478 (AASHTO .M 199) & C890 UNLESS OTHERWISE SHOWN ON MIN. OF ONE HANDHOLD BETWEEN THE LAST STEP AND TOP OF THE 20" PLANS OR NOTED iN THE WSDOT/APWA STANDARD SPECIFICATIONS. ' :•r 2 MANHOLE. TOP SLAB HANDHOLDS ADJUSTMENT SECTION 3. HANDHOLDS AND STEPS SHALL HAVE "DROP RUNGS AS SHOWN ': 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE 1fl RIB oPTi� OR GRADE 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. ON DETAIL OR PROTUBERANCES TO PREVENT SIDEWAYS SLIP. 5 s• 30• FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES ALL PRECAST CONCRETE SHALL BE CLASS 4000. • - - - °D PER FOOT MAY 8E USED. WELDED WIRE FABRIC SHALL "' =. ; *• :R s 4. PRECAST BASES SHALL BE FURNISHED WiTH CUTOUT'S OR so, TOP SLAB � 4. SLAB OPENING MAY BE 24" X 20" OR 24" DIAM. o COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC �'` %"�''` `' ::>` : • : •'• 'f SHALL NOT BE PLACED IN KNOCKOUTS. KNOCKOUTS. KNOCKOUTS SHALL HAVE WAIL THICKNESS OF 2" s• " °' '" '' ' : �' MIN. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF 0" X 4" O +': '� 5. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC 5 ,: WALL IS LEFT INTACT. PIPES SHALL BE INSTALLED ONLY iN 3. ALL REINFORCED CAST=lN-PLACE CONCRETE SHALL B£ 24" DIM• HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY FACTORY KNOCKOUTS UNLESS OTHERWISE APPROVED BY THE BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497. 6' RISER SECTION CLASS 4000. ;+s� ENGINEER. a.. ; WVS2OR LADDER, ORIENT 5 BARS O 6" CENTERS 4. PRECAST BASES SHALL BE FURNISHED WiTH CUTOUTS OR :`• WITH INLET SO STEPS VALL OM FACE WITH e CLEAR PIPES. SEE DWG. 5. KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER 1" MIN, COvER 6. LADDERS OR STEPS SHALL EXTEND TO WITHIN 16" .OF BOTTOM OF KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS Np 2_pps DIAM. PLUS CATCH BASIN WALL THICKNESS. MAX. HOLE CATCH BASIN, OF 2" MIN. ALL PIPE SHALL BE INSTALLED iN FACTORY ?;" 48",54',60".72",OR 96' ' 'f. " 13 BAR Hoof PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT Ns iv = 48"E FORS 0 C 3B6 6FORFo "� CATCH B BASIN, FOR FOR C.B.CMIN. BE GROUTED IF WALL IS LEFT INTACT. r". �' *: D{STANCE BETWEEN HOLES SHALL BE 8" FOR 48" 54" AND 60" 2'CLR. TYPICAL ORIENTanON 7. HANGING LADDERS SHALL BE PERMANENTLY FASTENED AT TOP BY C.B.; 12" FOR 72" AND 96" C.B. FOR ACCESS � STEPS HANGING ON STEP OR BY BOLTING OR EMBEDDING IN CONCRETE. yo. 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER EACH SHALL BE EMBEDDED AT BOTTOM IN BASE. yk • DIAM. PLUS CATCH BASIN WALL THICKNESS. 6. CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN ACCORDANCE WITH SEC. 7.05 AND MEET THE STRENGTH 12" MiN s. ADDITIONAL SAFETY FEATURES MAY BE REQUIRED IN VERY DEEP 12" MIN s• 6. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX. REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621D. r^-----L OR UNUSUAL STRUCTURES. :•a :... ;... I t 5" DIAM. OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. ' MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING ° ' ; '' • " FIT WITH ANY COVER POSITION. t-20` a = 7. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE <° •; 48" OLAM. 6" 12• 12' RISER SECTION PIPE INVERT IS 5'-0". i = 54" DIM.- 8" ,. 7. ALL BASE REINFORCING STEEL SHALL HAVE A MIN. YIELD z } o z 60" DIM.- B" a �° ' 1 ( 72' DIAM.- 8" :r' STRENGTH OF 60,000 PSI AND BE PLACED IN THE UPPER HALF - - 00 3 er CV N 8. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION MORTAR `+• `�' ss" DIM-12" PRECAST BASF & OF THE BASE WITH 1" MIN. Cl_EARANGE, HANDHO R'=3/4" �� 1A I) AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. FILL "4' INTEGRAL RISER, 72" TOP SLAG __. * Js .H SIN Cicp ._ 0) 8. MIN. SOIL BEARING VALUE SHALL EQUAL 3,300 POUNDS PER ALL STEPS &RUNGS ins _ 2 13 BAR HOOPS " REBAR i. ,: ; ; ....:. ,..:,... ..: SQUARE FOOT. OR v. DEFORMED . 9. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE OR COPOLYMER PROPYLENE. Cam' e �.. ;r •, '� ...,, , .: ••. 11 0. FAR 48", 54", & 6A" OWM, 12' MIN. �3 • ��. ,r. WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH • • - ; • $<; ; e .•: `� + ': 2'-0- FOR 72' & 96" DIAM. = iv Z CV N REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621D. o 0 0 0 0 0 0 0 0 0 9. FOR DETAILS SHOWING LADDER, STEPS, HANDRAILS AND TOP SLABS, " N I L pv�✓ °a°°o°°o°°o°°o°o °o°°o°°o°o°O SEE DWG. N0. 4-4. 12 MIN. � i- MATING SURFACES SHALL BE FINISHED TO ASSURE a o 0 o a a, o 0 0 o a ,, �� N y � 8 GAL�� 03: L6 2g NON -ROCKING FIT WITH ANY COVER POSITION. MIN. #8 GA if. 10 SE THE FORDOT/APWA STANDARD TANDAR SSPECIFICATIONS SEC. IN 10. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN SEPARATE CAST IN PLACE %� FI REBAR 'FOR SEPARATE BASE OR SEPARATE GRAVEL BACiCFlLL FOR FOUNDATIONS OR CAST INTO RISER. CAW -IN -PLACE PRECAST BASE. FOR N. COMPACTED OEM BASE ON ELEVATION PLAN 11. FOR CATCH BASINS IN PARKING LOTS REFER TO WSDOT/APWA ONLY 2" CLR = DROP RUNG 7 GALV. STANDARD DWG. B1-b. REINFORCING STEEL (FOR SEPARATE BASES ONLY) REINFORCING STEEL (FOR PRECAST BASE & INTEGRAL RISER ONLY) CATCH BASIN STEP TH 3 BAR EACH CORNER cn 0.23 SO. IN./FT. IN EACH DIRECTION FOR 48" OIAM. 0.15 SO. IN./FT. IN EACH DIRECTION FOR 48" DIAM. STEEL Ut 12. EDGE OF RISER OR BRICK SHALL NOT BE MORE THAN 2" FROM 0.19 SO. IN./FT. IN EACH DIRECTION FOR 54" DIAM. 0.19 SO. IN./.Ft. IN EACH DIRECTION FOR 54" DIM. PRECAST BASE SECTION VERTICAL EDGE OF CATCH BASIN WALL. 0.25 SO. IN./FT. IN EACH DIRECTION FOR 60" DIM. 0.26 SO. IN./FT. IN EACH DIRECTION FOR 60' DIM. 5` 24" 5' m Z Z (- N = (MEASUREMENT AT THE TOP 0.35 SO. IN./FT. IN EACH DIRECTION FOR 72" DIAM. 0.24 50, IN./FT. IN EACH DIRECTION FOR 72" DWA, OF THE BASE) 0.39 SO. IN./FT. IN EACH DIRECTION FOR 96' DIAM. 0.29 SO. IN./FT. IN EACH DIRECTION FOR 96` DIM. TBAR FACE WITH _ �-� -r� 11 3/4' c Q W /3 BAR EACH SIDE 1" MIN. COVER a (,Lj_.� _!L' cLEARAbc ( t? : '0" RING W 20 SEE 0 4) Gjj(IQE RING Z L :s % .�3 BAR EACH WAY •' •. ! : r .,. --�) _ zoo PRECAST BASE JOINT • ' +� W U Z 96, TOP SLAB .�.. " " " " " DWG. III PUBLIC WORKS DWG. PDEPARTM CATCH BASIN TYPE 1 DWG. 4-1abumm- PDEPAR DEPARTMENT CATCH BASIN TYPE 2 48 54 60 72 & 96 �o� 4--3 DEPARTMENT CATCH BASIN DETAILS o" 4-4 25' 11" 7 1FOR MACHINING CLEARANCE '[HIS BAR i" ICK ES BAR 1 5/8PLABARS 1 THICK THIS AREA 1 1/8" TYP. BAR * BARS THICK n THIS AREA 7/8" TYP. SLOT n� SEE DETAILLEV= Q E 3/4 PADS XX1 3/4" X 1/8" s1lI mmu ON JaNI IM1Y3Nl5 OL TNim IN TOP ViEW BOTTOM VIEW PAD 16 - 3/4" X 2 1/4" X 1/8- CEMENT CONCRETE CURB 2334" a 2 3 4' 2 3 8' 2" 2 3/8' 5/8" m i .: • --- ALL t=10 GUTTEM .-/ •• CATCH BASIN WALL c� A O jDCSl 4-30-09 VERTICAL CURB R-3/4. 1 SEE NOTE 4 SEE NOTE 2 ^-----�\ a N 23 3/4- tO 17 3/4" \ PAN EXTRUDED CURB (_3 M n b/4- J L/2' N N TYP. TYP. NOTES: a 18' 24- 9 16` LEVELING PAD -, ----- - �� _ 1. USE WITH FRAME DRILLED AND TAPPED FOR p +1 32 , -0 TYP. 8 - 1/8" X 3/4" X i 3/4" prj R-7 1 4" 1 3/ I = 3/4" ^_ 1 3/4" / f 2. LOCKING LOCKING BOLTS 5/8 -11 NC STAINLESS STEEL J „8"-3 4. t 1 4" ^1--- PLAN COVER " 17 1 /2" �- ��� 23 1 2" j TYPE4 STEEL SOCKET HEAD (ALIEN HEAD) CAP SCREWS, W o L 16• x 22' OPENING M " Z z E A END VIEW 17 3/4" X 23 3/4' gUTTp� CATCH BASIN WALL N � 00 (7*3/4", -0" TYP.) 1 3. MATERIAL IS CAST IRON PER ASTM A48 CLASS 30. Z Ln 1 404 Lo J Fej � t- I NOTES: 25" a0 '�'� N =ate 0p <F I. SLOT FORMED AND RECESSED FOR 5/8"-11 NC X 2" SOCKET - _ �O 3 U) r HEAD (ALIEN HEAD) CAP SCREW. SECTION A -A N :o L In 1 r� 3/4' .e� 2. 1-1 GRATE SHALL BE CAST IRON PER ASTM A48 CLASS 30 UNLESS 5/8" Q Lu r^ OTHERWISE SPECIFIED. 3/4• 4 3/4' I S M � x NOTES: U ems- w L4 1. DRILL AND TAP FOR, AND PROVIDE, TWO LOCKING BOLTS 5/8"-11 NC STAINLESS EXTRUDED CURB FINISH DiM. ON t/2' TYPE 304 STEEL SOCKET HEAD (ALIEN HEAD) CAP SCREWS 2" LONG WHEN USED SEE NOTE 4 SECTION A -A LMNG PAD' N L, Laz8" WITH SOLID COVER (DWG. N0. 2-015) OR WHEN SPECIFIED BY ENGINEER. LIJ SL OT DETAIL 2. FRAME MATERIAL IS CAST IRON PER ASTM A48 CLASS 30. U SEE NOTE 1 3. SET FRAME TO GRADE AND CONSTRUCT ROAD AND GUTTER TO BE FLUSH WITH FRAME. PUBLIC WORKS STANDARD GRATE DWG 4--5 �" PUBLIC WORKS STANDARD FRAME WITH VERTICAL OR DWG. �' PUBLIC WORKS SOLID COVER 4-7 c� DEPARTMENT NO. DEPARTMENT EXTRUDED CURB INSTALLATION NO. 4-6 DEPARTMENT ER DWG. N0. Z >- w J d N cc Li A Q CL _ O U = U U U Iw 0 ce a. DATE 3-10-08 DRAWN �I B.S.O. DESIGNED M M J.J.D. PERMIT, NO. 05-103457-000-00-EN APPROVED y J.J.D. PROJECT NO. 201313 SHEET NO. APPROVED C 6.0 I wit.10 Of 17 Sheets. A 7 7 a• 7 1/ r LEVEL A n `d SEE NOTE 1 20 0 20 �■II111■r SCALE IN FEET VERTICAL DATUM: K.C.A.S. BENCH DARK: CP NO. FW 121 ELEVATION = 323.2 FEET NGVD-29 PER BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY: DRYCO SURVEYING, INC. - JOB NUMBER 2001079 ON AUGUST 6, 2001 - REVISED APRIL 2005 CHURCH llr "LESSING - PHASE 2 RIGHT-OF-WAY IMPROVEMENTS - 13th AVENUE SOUTH PORTION OF SW 1/4, SEC. 17, TWP. RGE. I EAST, OF CITY OF ►COUNTY,• CONSTRUCTION LEGEND ITEM DESCRIPTION APPROX. LOCATION WORK REQUIRED 1 EX. NO PARKING SIGN 1+19 21.0 LT. RELOCATE TO STA 1+10 20.5 LT. 2 EX. IRRIGATION CONTROL BOX 1+19 20.0 LT. ADJUST TO FINISH GRADE 3 NEW STREET LIGHT. 1 +72 29.5 LT. PER C.O.FW. STD. 3-38 4 EX. IRRIGATION CONTROL BOX 2+07 20.0 LT. ADJUST TO FINISH GRADE 5 NEW STREET LIGHT 3+22 29.5 LT. PER C.O.FW. STD. 3-38 6 EX. DIRECTIONAL SIGN W1 _8 3+56 20.0 IT REMOVE AND REPLACE WZ Wi -7 SIGN. STA 3+80 311 OTES: PROTECT EXISTING LANDSCAPE IRRIGATION' SYSTEM. ADJUST TO FINISH GRADE. STA 1 +00 TO 1 +50. MULTIPLE IRRIGATION HEADS. EXISlING SSMH IB x x x - — --_ 200 — — _... _ I.E. 4.66 STA 0+00 •B ���d�►1� I sir- � e eeiei-e•'e Oiei�:� ) `._. kAnkIlIkWKIT r PER STD. J I NO. 3_0 6.W. SURVEYED F EXISTING PAVEMENT Q (TYP ) 0 Z- -- - * 00 W 0+50 - S 0 - to < 1 +00 z �( i 02 0 2+50 > O n 3+00 3 c w-----_-________ EXISTING 12" STORM DRAIN I--. ---- ----- ---------__ K (ASSUMED 0 DEDIC [ IGHT-OF-WAY THROUGH CITY PARK) ---- ---_`_- `------ ——_"-------------=--------- — — --.—.--------.-- —— — —.-.------. � r---------- — — — — .—..---- —— — — ——..--..—.—.--.--.—. -_ _ — _ — •� -----' ------- — _ -- •— — •---...------ _ _ _ _ — — —.— O--------------------------------------- 13TH AVENUE SOUTH ---------- ---T-__j' cr-CL- � CV w m i.{.ILLJ O O _ c8l� C'1 p �� Zi g ci. ~ w -X i= ujCk� p o a t lz w W cn w-'d uj Y J Ut < cf (n - m $z z u, is '_ m m-'4: n m m�.- BEGIN 6' SIDEWALK SEE 7 M 0 H N J � Q 1 M �•- �y N N p N N Lit! G7 p t� 5 p' p CJ ton 00 - -I: � (o M N pry I U` p d0- � lLo +�. d If + O z Z N C� N W LY PLAN - 13th AVENUE SOUTH 1 " = 20' m is O rrj M U O r7 14- X w N tC� m co O� �U n00 +z CD'�' �� II x E L,. to w C:f .— h Ln F¢- ' mw� i U Z O 2 U r_ h=wo T XUO.M Lq ujac�n 1 I � f - _ I - 4+00 N CD Z j t w M N Nm Qv�noa� OOcS7 ( CD t � II fi w 0- CD + <[ N w C$j m ®o 0-,: Z `- U�r--) f- O$g0 me 2 _ X p a- cl ce 2� eQ[� W yEjj tP) �C5 t3' cC U U + 1¢- a- U LL O cn Z w END OF 6' BEGIN CURB, SIDEWALK GUTTER, 6' SIDEWALK SEE --jam AND ROAD �•- - IMPROVEMENTS SEE 2 10.1 NEW SiPORM DRAIN ■ CB Q DW 4' SS ®SS MH o S.C.O. F-4 x x x 200 F 200.00 TC 200.00 TS 200.00 IE = 200.00 FF 200.00 PROPERTY BOUNDARY CENTER LINE STORM SEWER STORM SEWER MANHOLE CATCH BASIN INFILTRATION DRYWELL SANITARY SEWER SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT WATER LINE FIRE HYDRANT WATER METER GAS LINE FENCE GROUND CONTOUR FINISH SPOT ELEVATION FINISH TOP OF CURB ELEV. FINISH TOP OF SIDEWALK ELEV INVERT ELEVATION FINISH FLOOR ELEVATION PERMIT NO. 05-103457-000-00—EN REVISIONS zQ� w—j3j: ZV)� zoo IaJ U Z 04-30-09 M O 00 tz V � V 20 ibj co L_¢Ico o ::D n C> U I-d* � cn N m U LL S f DATE 3--10-08 DRAWN B.S.O. DESIGNED J.J.D. J.J.D. ,T NO. 201313PH2 NO. APPROVED 07.0 11 Of 17 Sheets I 20 0 20 SCALE IN FEET VERTICAL DATUM: K.C.A.S. BENCH MARK: CP NO. FW 121 ELEVATION = 323.2 FEET NGVVD-29 PER BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY: DRYCO SURVEYING, INC. - JOB NUMBER 2001079 ON AUGUST 6, 2001 - REVISED APRIL 2005 CHURCH OF BLESSING - PHASE 2 RIGHT-OF-WAY IMPROVEMENTS - 13th AVENUE SOUTH A PORTION OF THE SW 1/4, SEC. 17, TWP. 21 N., RGE. 4 EAST, OF THE W.M. CITY OF - A WAY, A • 404 UU�--- Rim: 40-3-�- / r z sQ STA 6+99.2 13Tf AVE. S. =STA 0+00 S. 3 EXISTING EDGE �� 380 P.T. &END OF TRANSITION CURVE "�- I.E. = 8.53, 12f N CPE OF PAVED 330TH. �• o,I 65' LT. R.P., FOR TRANSITION CURVE I.E. 397.88, 18 S PAVEMENT TO MATCH L 20.9 LT., CB 3B ----- 4o6 BE REMOVED. �,..., a .... a t '' _ •' _ o SEE SHEET CB D E - 3 X - STA 6+9 3.8 7 FOR NORTH SIDE IMPROVE M C> 22.2 LT., P.T. / �.:.:... -. TOR ORfiIN f , �. R W CONSTRUCT ROCK WALL ASPHALT PAR LE?" ' MAXIMUM HEIGHT < 4' y •' , r► I Q :............... : SEE C.O.F.W. STD 3 22 �3 ..... _.....:.... .... ..... h..�-` ...... • .:..•:., .. � - - - - - - - - / STA 6+76.2 - ��° ,� 4 z , � + 3.6 RT., P.T. FOR SOUTH SIDE R W IMPROVE Q , �a. END OF SOUTH SIDE TRANSITION CU a U ti „`� �� , �• 3.1' RT. FL EL - :< 65 LT. R.P. FOR SOUTH SIDE TRANSITION CURVE. <• I ,...#t STA T+5'�. , T LT. 1 171 W � ..- . , '°< < P.(. FOR 13T AVE. T 30TH H VE. S 0 S. 3 ST. NEW 6' SIDEWALK PER _ _ _ _ _ , s __. �. _ '� a `�-' F'. R'�' �o s .- ^' ) / C.O.FW. STD. N0. 3-12 �' �o EAST NORTH R W IMPROVEMENTS EXISTING I W TER° 4 :.:... , " � b, w STA 6+55.5 18.1' RT. W ''�- `, i t. •s ' �� , �q,� i -' P.I. FOR 13TH AVE. S. T4 S. 330TH ST.. _ 3 ,4p �"''� F ,"; <. - _ e'- - �g4 FOR fL TRANSITION CURVE 1 6 1 •. :..t , "� ` , INSTALL MONUMENT PER ..x ... •:' .F _ --�" " ° CA.FW. STD. NO. 3-36 CB<4' 4., ,., < ,: i' -. •� _,':. • s r 1.. '« . {00 , 3E D » _ :- .::` <°'� �:` `• ay<, , «.;.---.�_�` STA 6+57, 31' RT. EXISTING 6 CURS -°�-------_ -. e.=. _._.= -_� 43--`''' ` END ROCK WALL T.O.W. EL = 393.0 (TO REMAIN) 1 I�_ -` / � ; � �40�� � ,. , STA 6+52, 24 RT. NEW 4' PLANTI RIP �- ; - _ . / ----� I L PT. ROCK WALL T.O.W. EL = 397.0 (NP) r) �'/I R=65.5 `� - 0115' 1" L=14.-8-1- ' -'r 5+00 I NEW ROCK WALL PER 0 3 0 M- `= 4+00 �a T �,t I CA•FW. STD. 3-23 - r� d'�=1ft7'33"'� / z ` �; ; ` 400 3TH I -__ --__ 1 -_-_-__---.--.------- - ---�� ! !! U 3 I I o o cp cv o [- = c�I N c~n CO �a' �� d0- d a� Q 3 oU - ¢+ �� It If cNS 11 N uj p` w �P z �� M 'n + U��! m tl rnw � OwdO J rr li �O rn cn W w I tz to t� w Q- r- t�-X EW MW aMNcoIW V W CVO rl NJWOZ FN-�ZO II II w CnLu � Z © U= U -Z w 3 z ti LL1 d w d -r I-- 1. �� E w o w W 1: w cv 3 w � .. Z C3 0 z X w I! � n u- 11 a J � N w rzi z a 3 I= w a r- Z p Q z¢ C-4 z w W W C' !n L J U '-'- � U r� C 6� n f-- F- o O i 7 c> m co O X 0 f1 M U� p � , CV W z U U t1 (3 0: L`J I-: t-- cV O N V a- p Zp p �' Cr w tY w O C.) *`? a0 r- w -7 F-- d- w C� U O m U N a: R� rri - O d II t w 3 w �` O d --� M U� 1n a- Q- p j ff) CV d. t - d 17 CA N C J N c.3 • �\ ti CtJ t() �. to ¢ c �, + w w Z w o O 'd , O s- : I 'n ►_ ►: ,••: 1: cc �' ►-= ' ? Vn w n �¢i, z a: �w � a; � +� r� C�1 3 0 Z + z a > Lr - z o + U !1 w + J -1 J + + J x + z ' �- � CL: x m in 11 ¢ m o = o v = � `� r z a -} 11 +3 d ® d ® u7 Z (n o � h- r ,-moo - Mo m n Uo U c� X i I- w = f-- ' t- `� a- ¢ (M w in in ¢ v in in u' 'R ¢ ¢ in u') ¢ c� + + O w + to '", + - + tL + + tr c cn Z 3 M 01¢ 0 1.- t` a0 }- r- - LO r - oo I- t- ►- w u7 to to co w ct� cti o Z z to CJ V Ln M a ca•r ! - w r- N CL r- CV (fl .- to V) r- , - N m U tc) N in oo GY ► : w Ia- 1Q- `-? w � in in 1--- ¢ ¢ ri ¢ to wi x o a a END OF 6' BEGIN CURB,� w V) Q :� "' t5 a: 3 `- ,a co to `_ (n ccnn U) v i i °- ``' Q �" SIDEWALK GUTTER, 6' SIDEWALK M o x SEE 1 AND ROAD WROVEI�IENTS PLAN - 13th AVENUE SOUTH w � � � � SEE 2 rr=::) C10.1 �C10.1 1° = 20 C�C8 ..............._.............»...................................,...............................................................:............................... ...... ..................... e.,..... ,. :......:.......:............_................................ ..... ..... . . . ... ..... 150 VERTICAL Cl7RVE 100' VERT ' L CURVE v PROPOSED GRADE' w w:4J CENTERLINE �.' . �: 41® c � =c = d 41 : U '� i ..........................................»............................_..........................._..................................: ... ...................................._.......... .............. ................. _...�... a �...:......... ....� . . . . . . . . . . N 410 z EXISTING GRADE ;= ri N W W "�� �o' �.. 4 u r it CENTERLINE :ai II• v �' `�' : Q r"' EXISTING ASPHAI-T °� r-- _,: + w L: Jill. II .11 0 0LLj ROAD cn w w ;ors :tt ,� w u _+ : : : d :' I; . . . . . . a"';•w w rl �� /� �(`� iv r41 r;j: ti � w ¢ _Win iri .c i 'ar r' rn 405 1-................................................................................................'`..........._.......................................... ��'II� ............ ...................................... .... ,�,•• .� ........,.,,....................-......................».... J uj. /� / r" t� ' -C (n w .in to GO LQ - - ,� •0 90 . . . . . . . . . . . . . . . . . . . . . . 400 .... ................................................................._.... ............................ ........ ..........,. ............................... ............. ......................................................•................................•.............. ..........�X'��':.:�.�,...iJl'F71�.I9P"�Ycll�...... .';�«�-��...� -`•a:• ... ..................... 1.1 11 _+-__.�_ 6 L N_12;;-I4�12 S _ - 395 .................»............._..............................................................._...._.........................................................._.... »......... ,,,.. ,,.. ....................................:....................................................»............._..........................................._...•................................:................................................................_...................................... ..�.. `.......................................... STA 4t30.2, LT. 17.0' : ,n.. :. .. EXI TING CB :STA 6+30.7., RT. 15' �" STA:6+99.2, LT, 20:9, w RIM EL: 402.50 PROPOSED CB 3E TYPE 1 L PROPOSED CB 30 -TYPE I.E.: :400:0, :6" W. : RIM EL. 401.99 RIM EL. 401.23 n w I.E.: = 399:6, 12"1. : :I.E.: - 398.19; 1:2" E. I.E.: :397..84,: 12 E&V ........................................................................................................._............._.... .......... o _ 390 ....... ........ L:E 397,84= 12" ...................................._............................................_.................................»..................390 ............... ..,.............. ........................ ..........:.:. STA 4+42:7, RT. 17.5 J.�,J...........................: EXISTING 'CB . . . z RIM EL. 402.�7 I.E. 460.31 6." E.: : RLMLJ : U 3,85 3£35..............................................................................................................,.............._............._............................_......................................_............_............... � f : PROFILE -13th AVENUE: SOUTH : A: . . . . . . . . . f SCALE: HORIZ.: f" _ 20': c8 c8 ....... ...... ....................... .................................. ............... .......... ............ . ............. . ...... ...... ........ .......... ................. ...... ........................... . . ............... .. .... ......................... 3 50 4 00 4450 5 00 5 50 6 00 6 50 7+00 PROPOSED GRADE AT CENTER LINE - N/A N/A 402.67 402.84 402.75 402.40 401.94 PROPOSED GRADE AT EAST FLOW LINE. ---� N/A N/A 402.21 - 402.41 402.25 401.82 401.41 PROPOSED GRADE AT WEST FLOW LINE - N/A N/A 402.21 402.45 402.44 402.22 401.87 CUR -- CB SDMH Rim: 401.43 �06 I.E. = 397.03, 12" SW I.E. = 397,03, 18" N 30TH ST. C9e ..r MENTS MENI EXISTING O D Os SSMH 'Cr IB --- x x x - - 20© 1. E. 4.66 NEW STORM DRAIN 0 ■ CEI 0 DW g" 5S ASS MH 0 S.C.O. x x x 200 F 200.00 TC 200.00 TS 200.00 IE = 200.00 FF 200,00 PROPERTY BOUNDARY CENTER LINE STORM SEWER STORM SEWER MANHOLE CATCH BASIN INFILTRATION DRYWELL SANITARY SEWER SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT WATER LINE FIRE HYDRANT WATER METER GAS LINE FENCE GROUND CONTOUR FINISH SPOT ELEVATION FINISH TO P OF CURB ELEV. FINISH TOP OF SIDEWALK ELEV. INVERT ELEVATION FINISH FLOOR ELEVATION CONSTRUCTION LEGEND ITEM DESCRIPTION APPROX. LOCATION WORK REQUIRED 1 NEW ADA RAMP 3+73.5 LT CONSTRUCT RAMP PER C.O.F.W. STD DETAIL 3-11 2 NEW DIRECTIONAL SIGN 3+80 30.0 LT SEE ITEM 6 SHEET C7 3 NEW STREET LIGHT 4+52 T 29.5 L - INSTALL LIGHT PER C.O.F.W. STD DETAIL 3 38 4 NEW STREET LIGHT 6+25 34.0 LT INSTALL LIGHT PER C.O.F.W. STD DETAIL 3-38 5 IEXILTING UTILITY POLE 6+55, IREMOVE POLE. COORDINATE W UTILITY. REVISIONS A13-•Iv-Vo MR l.•u.M. LETTER DATED 9-27-05 u-vi-vo rcR L.v.r.w. 2 COMMENT LETTER DEFFERALt LETtEBR DATED MhY 14 ; 2D 3°�N 'r' J oo=. V4-30-09 M O 00 O N z to F m maim I u- U-) 00 F3(00 ILO C7Wrj N M 25 � x d- w Q c>,-wow _J U : V J (n N m uj < O CL Z Z v F�- Z w 0 ZE _ CL I Z CL cr- 3-10-08 BRAWN i..!►�'1 �I1i� B.S.O. � DESIGNED J.J.D. PERMIT NO. 05-• 103457--000--00-EN _ J.J.D. PROJECT NO. 201313PH2 t*A�� SHEET NO. APPROVED 08.0 12 of 17 Sheets 20 0 20 tl� SCALE IN FEET 402 400 M � 1 39� 12" CMP CULVERT VERTICAL DATUM: K.C.A.S. BENCH MARK: CP NO. FW 121 ELEVATION = 323.2 FEET NGVD-29 PER BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY: DRYCO SURVEYING, INC. - JOB NUMBER 2001079 ON AUGUST 6, 2001 - REVISED APRIL 2005 NEW ROCK WALL PER C.O.FW. STD. 3-23 1 I I*E. = 397.03, 12" SW I.E. = 397.03, 18" N •FlIfim I � i ?ZKO w- ..9 RIGHT-OF-WAY IMPROVEMENTS -SOUTH 330TH STREET A PORTiOId OF THE SW 1/4, SEC. 17, TWP. 21 N., RGE. 4 EAST, OF THE W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON 1.E. = 399.4, 6" NW I.E. = 399.38" SE f s _f NOTE: SEE SHEET C3 FOR ON -SITE DRAINGE SYSTEM. • 1, ;•u 404 it �10' X 10' PHONE EASEMENT ! (TO BE RELINQUISHED TO THE C.O.FW, NEW EASEMENT TO BE DETERMINED AS REQUIRED BY INDIVIDUAL UTILITY) EXISTING UTILITY POLE AND TELEPHONE RISER TO BE RELOCATED TO BACK OF WALK. EXISBUG 0 O SSMH I.E. 4.66 LEGEND NEW STORM DUN ■ CB O DW 4" �5 OSS MH p S.C.O. b X X X 200 F 200.00 TC 200.00 TS 200.00 IE = 200.00 FF 200.00 PROPERTY BOUNDARY CENTER LINE STORM SEWER STORM SEWER MANHOLE CATCH BASIN INFILTRATION DRYWELL SANITARY SEWER SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT WATER LINE FIRE HYDRANT WATER METER WATER LINE GAS LINE GROUND CONTOUR FINISH SPOT ELEVATION FINISH TOP OF CURB ELEV. FINISH TOP OF SIDEWALK ELEV. INVERT ELEVATION FINISH FLOOR ELEVATION CONSTRUCTION LEGEND ITEM DESCRIPTION APPROX. LOCATION WORK REQUIRED 1 NEW STREET LIGHT 1+25 31.5 LT: PER C.O.FW. STD 3-38 2 WATER VALVE BOXES VARIES ADJUST TO FINISH GRADE MULTIPLE 3 EXISTING METER 1+81f 26 LT. RELOCATE TO 31.5 RT. 4 GAS VALVE BOX 2+18 25 RT. 1ADJUST TO FINISH GE -AZ CB Rim: 392.15 I.E. = 389.65, 12" W I.E. = 389.4, 12" E 0 0 sAwcur -ROAD PER O.FW. STD. _ ---- ----_- - - - ----- 3+50 -------------------- EX. 6" AC WATER �t t i b i t r 396� r t t i r I t t .....•...................................«............._..........................................._............_ ...........«.................... ................... .........._... ... ..« ...... «............ «.............«...........«............................«.............«........... ....... ....... «....... 1 QO' VERTICAL :CURVE 100' VERTICAL CURVE j 410N� ��,; :.... :....�......:..... . . . . . . . _......... ...... «....«.................................. «.............«... ............... .................. _ ............_................ _............._........... ......... . 410 .............................................. «.... ...... .................«.•... ...... .. Y. «..........., «.............«.......,............................«............._.............«........... «............. «....... �� ui -,:� : : : : : : ca `� : : : : : : : v ,n r : : : o : : : : : cas a EXISTING GRADE : : :!1: : : : : : : : : : : : : : : AA^^ rn w w cn N w rn !'� m 0 a a w ®:CENTERLINE �: AA^^ �'V5 `� ��' 11 t. co `r tu- d- ��^ di J , . 00 ,dQ - �. �"F�JS t •.F •d- r J Ia _ _.......................n ............._.................«.............«............._.............«........... 4......,.....«........:t«.............«.............«........ .. .. ............................�., t..>.{............»............._.............«.......}...,,i.................«.............«.............»..........,}. ....�...._.............«. ¢ '!' ((.. t1... _ ........."-............. «............. «...........«........ .... «.............«.............«...... ..... «............. ....... i lt' -'.� . p cp w .r� p 11 p <- N.' W if):� _ IJ LAJ LLj l3 Q . N a d'c`v r� 0�N .+O.90%- *n G� cp+9 c�ia C v"-i CL rx'c�., c�cpv. ����^^ -r--+-�tsi�y ! = . -: taw 400 4.00 - _........... «.............-.....- .:--.:..-�,.... ..................................«........... «............................«.......... ................._.. .. ............»........... _.............«............ -. _ -4 «......... t «.............«........... _.......... ... ........... = • a « ........................................ .........................._.................................... 69 F ^t 12 _ - -- _ -•- . _ ._ ,_ . _ _ _ _ �' GAS Nr12. S. - -. 1, 0.50% r i r N 12" N-1-2 S = •0.50% . . . . . _. __, z '- �i i _ . . . . 395 _ . . . . . ---- -_ : 395 �s N 1 �... t "+a.l 1 :.r 1 1 t• t -� _ PROPOSED CB 3E -TYPE 1 L Oj-t--- SEE SHEET C8- L t �`' '7 390 «.......................... . .......... .................... `° ..,I i «...........«............._.............«.............«......<.... _.............«...... _ fig•-$• T4 .Q€..RMO •D • ,..,.................«....... -r, ............................... ...........« ..,. .,. ( )= ......« ........ ..............................«....................................... ........................._.................................... ST,A 0+00, LT, 20,7 STA 1 +69.2 . , , . «' XI i L. 18.E STA <2+31 LT. 16.5 E PROPOSED: CB; 3p : TYPE; 1 PROPOSED :CB 3C - TYPE 1 RIM EL. 398.93 ''-' -.-_ ST1N0 • L0: SA��TAR SF RIM EL. 401.23 . RIM EL, 400.4 : " : f.E. r 39:7.0,: 8'° :N. ER I.E. = 397.84, i2" S. : I.E. - 397.0Q, 12 •N. & W. t.E. - 39;6.6,; 12" E a W l.E. 3 7.64, 12" lE & W I.E.* - 397.25, 1�" :S. I.E. 346.13, 8': SE ............._..............»......................... ............. ..... .. ..... _ CB 5 .. ..........................«............ ...... .............._........... 38..........................._..............«..........................«............._.............«.................... «........ _ ..................«.............«............................... 385 . . . . . ; . . : Mai 1 - 48°.. ..tSOLiD LID) CB 3A �.. .:... «........._......_..................................... STA 2+32 LT' 19,2' RIM EL. .40* 1 STA•2+44. €.T. i0' I:E.= 390.40, 12" N< RIM El`. 398.81 RIM :EL.:398.48 : (ADJUST TO 398.23) �Q^ I.E. 394.60 1??� NW . . . . i.E. = 397.Q, 8'' NW (SEAL ;WITH CONCRETE VVL : LE -. 393.63 8 :N 1.E. = 393.28, 18" SE .................... I.E. - 393.63 12" SE ...................... ........ ............. I.... ................................................ _........ ............................._.............................................................. I.E,..«......3,. 2... r�IW.. . ..... .... .. . . 39 1 0 00 0 50 1400 1 50 2 0 2 50 3 00 PROPOSED GRADE AT CENTER LINE 401 73 - 401.95 402.28 401.58 399.77 397.77 MATCH EXISTING GRADE AT NORTH FLOW LINE 401.23 - 401.50 401.73 401.03 399.22 397.22 CONDITIONS r 1Cl1 C - off %1 rrw elfin fk Q TC =t ="T f H \ SCALE: numt. I = /_V VERT. 1" = 5' 60woAk6% f 4 U%\k%*wL4lt 6 64%K 906411 MWI PERMIT NO. 05-103457--000--00-EN ff REVISIONS A1-iu-ua rt:n L vrw. LEM DATED 9-27-05 J-VI-WO MR G.W.R. LVNIt11G1I LETTER DATED 4-16-08 12-16-� PER C.O.M. COMMENT IETTER DATED 10-17 0TRt1CTKM1 DMMX ;0� 5-18-09 PER C.O.R. COMMENT LETTER DATED MAY 14, 2009 h M O 000 �- p 4J Z Lu O F-- Z co to cn o0o m M W � Q ul) co O � BE US C7 J r7 M UN'�0 N o w Mx T _.. Z W j u C)cr- L�. � Q � M i z o ED I CL 3-10-08 B.S.O. J.J.D. J.J.D. PROJECT NO. • 203407 404b SHEET N0. APPROVED 09.0 13 0f 17 Sheets 30 0 30 SCALE IN FEET VERTICAL DATUM: K.C.A.S. BENCH MARK: CP NO. FW 121 ELEVATION = 323.2 FEET NGVD-29 PER BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY: DRYCO SURVEYING, INC. - JOB NUMBER 2001079 ON AUGUST 6, 2001 - REVISED APRIL 2005 STA 6+78, 9.6' LT. i END OF TRANSITION CURVE STRIPING J STA 0+00 S. 330TH ST. = STA 6+99.2 13TH AVE. S. u u Ij 1 wzg CL i STA 0+67.8 �+� o o0 ANGLE POINT IN NEW DOU LE a- u- YELLOW CENTER STRIPE N I PER C.O.FW. STDS. >^ z uco 7 Cr;z o STA 1 +00 END DOUBLE YELLOW ENTER o STRIPE Q N C_> N z w z� � Iz V) 4 30' EASEME4 I STA 6+ 11.5 BEGIN P.C. TRANSITION STRIPING DOUBLE YELLOW CENTER STRIPE PER C.O.FW. STDS. 10,110, 33' ��i ii-ill, IV 4�lTiILM1111111' It 1 R A • PLAN A PORTION OF SW 1/47 SEC. 177 TWP. 21 N., RGE. 4 EAST, OF THE W.M. CITY OF FEDERAL WAY, COUNTY, WASHINGTON RE-ESTABLISH STOP BAR ON PARK EXIT ROAD PER C.O.FW. STDS. STA 4+32, 48' RT. INSTALL NEW STOP SIGN STA 4+50 13TH AVENUE SOUTH SEE SHEETS C8 & C9 FOR RIGHT-OF-WAY IMPROVEMENTS (STATIONING SHOWN ON THIS SHEET IS CONSISTENT WITH STATIONING SHOWN ON THE RIGHT-OF-WAY PLANS) PROJECT CHARACTER11811CS EXISTING PHASE 2 SITE AREA (ACRES) 3.39 3.06 BUILDINGS (SF) 21,775 21,775 CONCRETE/ASPHALT SURFACES (SF) 49,890 78,690 TOTAL IMPERVIOUS (SF) 71,665 100,465 GRASS/LANDSCAPING (SF) 76,005 32,595 i i it STA 3+25± _ REMOVE RIGHT TURN T 11 EXISTING TWO-WAY ---_--_-- DIRECTIONAL ---- --------------- -LEFJ_TURN_STRIPING__ j------------------------------ 4+00 2+OTT "— - - - + _ _ a 50 — 0+oi�— �tl• '`,� .a>F';'y}MI " �: ..� is! b ms_==-=--___-----ss_=_'s----===___---___ _---__--_- �- ffo -- z_ Y =a t. h •D :roses.. .A ".','.. ��«�•�_d^ d i J. i� wie.— _ _ ws.+es. _ --..ar ss..s��> � ,. ,>, •:.;�• ;4:,.-iv'w r,.': � � .. ,>,•�r�:.': Y•!r .:'•~`•y:•,Y�M1I' aL'. e — — .s+a�i. �. _ os—s� _ —sse�. ..,�s�s e ��. .� e �e.s _ _ e / N 01*15'41" E 117.00' BEGIN DOUBLE YELLOW CENTER STRIPE PER C.O.FW. STDS. STA 4+85, 22.5' RT, INSTALL NEW LEFT TURN WARNING SIGN W1-2 SUPPL W/ 10 MPH 13-1 ADVISORY SPEED PLATE - - PER C.O.FW. STANDARDS LEGEND ----•••— — •• — •-• PROPERTY BOUNDARY — C — LINE WN Sl4RY WAN STORM STORM SEWER ® STORM SEWER MANHOLE CB CATCH BASIN O DW INFILTRATION DRYWELL ra SANITARY SEWER *SS MH SANITARY SEWER MANHOLE 0 S.C.O. SANITARY SEWER CLEANOUT r;* w WATER LINE b' FIRE HYDRANT to WATER METER WATER LINE --- x x x — GAS LINE 7 GROUND CONTOUR F •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 f f 00 <i11, f IPi'a. ,.y:> ` :'. .R.;'..'.`J..:, ... y:' :. . •;1e _ f 71 Parcel B f �, 26,204.99 Sq. Ft. rr•) 0.60 Acres00 d 0000 __—_' >. .Y• it 6" EXTRUDED CURB itv. .Y• I 1 6' SIDEWALK �� f it Ilan i1. .: 1L===s_= c==cccr_=c=c_ 11 !_ il.w •Yv° f EXISTING CHURCH BUILDING FIN. FLR. 407.75 _ _ e _S_ 01 °12'39" W _210.00' _sroe _ . T rorase e ss..s.s _ N' tw 1 i ... T. STA 2+00, 22.5' LT. INSTALL NEW RIGHT TURN WARNING SIGN W1-2R SUPPL. W/ 10 MPH 13-1 ADVISORY SPEED PLATE - f PER C.O.FW._STANDARDS ==== f 1 L .4 a >y: t I 1 I EXISTING GROCERY OUTLET STORE I i SITE PLAN � 1" = 30' C3 C EXISTING POST OFFICE PERMIT NO. 05-103457-000-00—EN i REVISIONS A1r i u-uo rm u u m %mmmair LETTER DATED 9-27-05 A22LETTER DATED 4-'16-0 e TO REFLECT CONSUPUAILTRUCTION A5-18-09 PER mW LEITEER DATED MA O.4, 2W9 Vol 4-30-09 R-i DATE 3-10-08 DRAWN B.S.O. DESIGNED J.J.D. APPROVED J.J.D. PROJECT NO. 201313PH2 SHEET NO. APPROVED C 10L.0 __ __ 14 0€ 17 Sheets REVISIONS 33' 3' UTILITY STRIP 4' PLAP � L 6 EXISTING ROADWAY, I CURB AND GUTTER 17.5'f 17.5't 32' �1 T-ii-T ;--►--_---------_t---------------- +�--____-- 2 (MIN) (TYP) 13TH AVENUE SOUTH IMPROVEMENTS STATION 0+30 TMU 4+42.5 W z J W W Z a 0-U�C W W ol� °- L 0' TO 33' t 30' TO BE DEDICATED NEW ROADWAY, CURB, GUTTER, AND SIDEWALK P R CITY STANDARDS 3' UTILITY STRIP 4' PLANTER L. 6' 17.5' 1 It 17.5' / SEE SHE C3 FOR SIDEW / I 2.0% 2.0% 2.07# 2 (MIN) v.; . ?Y CURB AND GUTTER =I i-'I =1 i I=1 =! 1= I 6" 3" HMA 1 /2", COMPACTED SUB - PG 64-22 GRADE 3" MIN. CRUSHED 12" MIN. CRUSHED SURFACING SURFACING TOP COURSE BASE COURSE 13TH AVENUE SOUTH IMPROVEMENTS - NEW ROAD W Z W W� r Z O Ln � O� W� I CD af °- L 0' TO 33' TO BE DEDICATED ROAD VARIES ' NEW ROADWAY, CURB, GUTTER, AND SIDEWALK PER CITY 3' UTILITY STRIP 4' PLANTER SEE SHEI C3 FOR 30' e 6 VARIES k vnnar_j / \ SIDEWAL 17.5 TO 0 17.5 TO 22.2 / 2.0 ' ' ` 2-.0q - 2 (MIN} JG (7YP) IT l CURB AND \ GUTTER 6" 3" HMA 1 f 2"' PG 64-2 COMPACTED SUB -GRADE 3" MIN. CRUSHED 12" MIN. CRUSHED SURFACING SURFACING TOP COURSE BASE COURSE 13TH AVENUE SOUTH IMPROVEMENTS NEW ROAD 3 . NJ.& V. 81o: STATM 6+08.7 THRU 6+69.2 s NOTES: 1. DISTURBED SURFACES OUTSIDE OF ROADWAY NOT SCHEDULED FOR SIDEWALK OR LANDSCAPING TO BE HYDROSEEDED. W z a. Of a uj V) W z W Ld a- cD � X W W 3 33' TO BE DEDICATED i JEW ROADWAY, CURB, GUTTER, AND SIDEWALK PER CITY STANDARD, "f 3' UTILITY STRIP 4' PLANT ER e 6' 22.2' TO 20' 2' 30' SIDEWALl VARIES SEE SHEET 2.t?� `i 2.0% t C3 FOR GRADING (TYP) '1 ;_"' .` -►--- 2 (MIN) -TTi I air \(TYP) / CURB AND \ GUTTER i l �T =i i i' �'T 2" MIN. CRUSHECD 6 „ 3" HMA 1 /2", SURFACING TOP OURSE PG 64_22 COMPACTED SUB -GRADE 3" MIN. CRUSHED 12" MIN. CRUSHED SURFACING SURFACING TOP COURSE BASE COURSE SOUTH 330TH STREET IMPROVEMENTS - NEW ROAD STATION 0+00 THRU 0+67.8 N.T.S. W Z W LL C> w a. Ld En o I W a 0 a 33' TO BE DEDICATED i JEW ROADWAY, CURB, GUTTER, AND SIDEWALK PER CITY STANDARD! 3' UTILITY STRIP 4' PLANTER e 6' NOTES: 1. FILL (WHERE REQUIRED SEE SHE' UNDER THE ROAD SECTION) C3 FOR SHALL BE BORROW MATERIAL MEETING WSDOT/APWA SECTION 09-3.14(1) 2. DISTURBED SURFACES OUTSIDE OF ROADWAY NOT SCHEDULED FOR SIDEWALK OR LANDSCAPING TO BE HYDROSEEDED. NOTES: 1. FILL WHERE REQUIRED UNDE THE ROAD SECTION) SHALL BE BORROW MATERIAL MEETING WSDOT/APWA SECTION 09-3.14(1) 2. DISTURBED SURFACES OUTSIDE OF ROADWAY NOT SCHEDULED FOR SIDEWALK OR LANDSCAPING TO BE HYDROSEEDED. 30' 81DEWALI II / 2.0% 1 1--J 1 2 (MIN) CURB AND \ GUTTER !i j i�! ��- r 'i-'�-'- '--I 2" MIN. CRUST T( 6" SURFACING TO OURSE 3" HMA 1/2", COMPACTED SUB -GRADE PG 64-22 3" MIN. CRUSHED 12" MIN. CRUSHED SURFACING SURFACING TOP COURSE BASE COURSE SOUTH 330TH STREET IMPROVEMENTS NEW ROAD STATION 0+67.8 THRU 2+70.2t N.T.S. C9 IC10. CURBS SHALL BE PLACED AS PART OF THE PAVEMENT CURBS TO BE ASPHALT CONCRETE PAVEMENT PER SPECIFICATIONS 6" NTS ASPHALT CONCRETE WEDGE CURB t i"Amr, ZO A- m-uo rtK %,.V.rw. wmmtrrl 1 LETTER DATED 9-27-05 A70 LETTER DATED 4-16-8 ® 1419Rt1 O" DE€ERRED ® FDATEDIlAy 144, 2009 � EFtT o�nh �awv� � C4 N NOTES: Cos 1. FILL WHERE REQUIRED UNDE THE ROAD SECTION) SHALL BE BORROW MATERIAL MEETING WSDOT/APWA Ln SECTION 09-3.14(1) I- Q 2. DISTURBED SURFACES FrW OUTSIDE OF ROADWAY NOT w SCHEDULED FOR SIDEWALK Wes= OR LANDSCAPING TO BE _ZZ� HYDROSEEDED. Z O o WUZ a E 4-30-09 NO lO 00 NOTES: °' 1. FILL (WHERE REQUIRED w o UNDER THE ROAD SECTION) f z SHALL BE BORROW MATERIAL o z MEETING WSDOT/APWA SECTION 09-3.14(1) m 2. DISTURBED SURFACES o M to 00 M OUTSIDE OF ROADWAY NOT SCHEDULED FOR SIDEWALK N °O N OR LANDSCAPING TO BE = o M HYDROSEEDED. = W U.1 Q =xt ,_ u_`,, ,y V) V) Lij C-4 ---# m Q W z ¢a O cl- = t--- fa � x u r ct U p 3 DATE 3-10-08 DRAWN B.S.O. DESIGNED J.J.D. PERMIT NO. 05-103457-000-00-EN APPROVED J.J.D. PROJECT NO. 201313PH2 SHEET NO. APPROVED 3 C 1091 A 15 Of 17 Sheets REVISIONS �O• 6• MIN. LtifCElt 2 �/a• 5• 2 a/2 5-07-08 PER C O.F.W. . e ♦ , LEFFER -M70 4-16- W n PLANTING STRIP ` . • .. �. ` + . • RIGl1T-OF-WAY Liter D A6 i3-1iiDD BARRICADE g ` DUMMY l#fJIEII a e • a s , r + • . TOP OF LIP AT t3R{VEWA'NS R.1.'S' ' e ♦" _ _ a Ras1• Rs + VARIES • • r • 1/4' V OROOVE w EXPANSION JOINT ~����'•� `� � w �• t � EXTRUDED ASPHALT OR CEMENT CONCRETE CURB a.s .� a ♦ • + . ♦ + • e • • r DUMMY JOINY FOR USE IN PRIVATE PARKING AREAS ONLY �"0" •�* �` • ♦ y�� ♦ + • r •r„ v e w♦ DUMMY JOMft ® MAX. 15' G-C •� - _ ' ^....� ♦ • . v e e e ♦ K�'Y'st + ♦ a jwe J M / 1 •• • r + fiXPANS" Jow cm zim a a .�I. • ♦ .. ALONG CURB 1/4' V' GROOVE $ 8• >OIPANS" JOINT 0 MAX. S C-C e • 5•C.gK ♦ i .r �� 5 I J2• R t f2• ro .•� • a► h Cif 0.02 FL/f3:. t • , ' • W CW PAVEMENT .Y tY y. • a 1 ' i • S r• a ; _ : P:A 110 3 M, IF AIiY i71 VERTICAL C.URA .& SIDEiYALK a•+ '° :;�:•;,. �, CEMENT�9NSREfE it 1 • TOP OF CURB r iij' SIDEWALK y `�`•� -- 3Ef CURB DEfNR DRMYUJf$3-4 Z AT APPROACH 7 3/4' NOTE: TOP OF LIP AT DRIVEWAYS. co EXPANSKNI JOINT EVAMWN JOW �. R I pDN�OF--WAY LNiE ry.t CEMENT CONCRETE CURB & GUTTER 8' V f NOTES: oA2`Ft./Fr. 1-- 2• CSTc q % :.r 1. CWMIERGIAL/INDUSTRIAL DRIVEWAYS WIDER THAN 40' MAY Z_ Z 1. SEE SEC. 3.04 K:C.R.S. fOR JOINT REQUIREMENTS. � tf; � .SXGTiON B-B BE APPROVED BY IM ENEIl� •CON3ivEmm TRAFFIC 5-7j5S 2. ROLL GUTTER TO MATCH POSITIVE SUPERELEVATION. i SAFE Y AN I) NEEDS OF THE XlwW SERVED. ALL LLI J COMIMIMGAL/INpUS lIM DRIVEWAYS SWILL HAVE AN L NOTE: Y V MOT WCATED AD--'iWDTH. SEE jogs 'Sw, 3,g4i-- 2. SEE SEC. 3.2.13 AND CURB DETAIL DRAWING; '.W-4. Zzfl zw 4• �lRFAP.P}3— 3. BEM99 O�RETE ORIVMY APPRoAcHm SHALL Be CONSnUpCTED W H W U Z 1. SEE SEC. 3,3,2 Tap t�OtIRSE (O81c) CEM[I1T CONCRETE 9RMBiIJ►Y 8" TiiICK+ CEMENT CONCRETE CLASS 4000 WITH 4X TO dX AIR EMRAtN1AETtT. 2. MONOLITHIC POURS WILL NOT BE ALLOWED. 4. MILL DEPTH EXPAtMON JOINT IF DRIVEWAY YI WM IS 1 S' OR GREATER. - SECTIDtJ . A -A • SAM ON M OF EI(POM 1tOMIX USE tf V. 04/11/ce PUBLIC WORKS DWG. PUBLIC WORKS flw�. CURB -DETA-I�LS 3-4 .. DEPARTMENT COMMERCIAL CURB & 6A DEPARTMENT CURB c SIDEWALK JOINTS N0, 3-3 N0. DEPA M GUTTER SECTION I3wc. 3_ GN l�R SWAY No, DEPARTMENT I�/ i VARIES „i " SIDEWALK ' 3/8 EXPANSION %— JOINT — 1 /2" RADIUS a _ >tlsv 3 Nita '1°RRM 4" CON C a. a a a.' < : ___ x 4�tv s� x t2"K I' } ° o..a '• e • • • •`• s • • • •` +` • .`.`•`ems♦`♦ ♦ e FOR CURB do GUTTER • . + ♦ • e . . e • a . • • . + . + . . • • . USE DETAIL 3-4 m ♦ • + .. • . • . . . . � e ♦ ♦ • + . a .. `. . III�aert �.� fLfi1E ♦ .`. `.IT + • • • . ♦ ♦ • ► • ♦ • •• • r y ii _ _ � 4x TAEA7m 'TYPE I BARRICADE 10 ST ��G1 I -or VARIES „ 3 PLANTER STRIP 4-34-09 t SIDEWALK AS REQUIRED TYPEIII BARRICADE 4" CONC. -2% STJ NOTES: i ORANGE do WHITE IF TEMPORARY. -ZX MAW D PERA}1ANENT. rAI _ . . _ _ SLANT � RK`M' OR LEFT, 4 - DIREOMNIS FROM i SLOT BOTH ME skmDBm .�. :�__ '':',• ft-MCTABLEWARNM � AD sTAstm IF JW o ^�::. '•{t .. ;• A RAW LESS TfiIIN©3'' LONG, IF R ARE o PATTi:RN ARFEA SMALL BE �, YEU.0W, IN CCMPL ANCE � " FOR CURB & GUTTER SLANT�E�D TO MODLE AT END � i Fil:Si�. EPEE. 8-14;3MI Y CRUSHED SURF -ACING TOP COURSE USE -DETAIL 3-4 � I-. • h ' f �COuj Z NOItE7E IDkYlpJt � �iF-4 �t:TiflN A- a�: •• ;� Q Y� <. SEEMUNCD SEC. eF.s0. MIMILFl6 FOR DIMENSIONS N4T (n to oQ r ; Si1OYlIN, `SEE VaL•E, r7 1 N4Tf& M>AF 6IIIX 4 a o a o 1. MR AM MSHA13. K CLEAR CF OB$Tlit,' AS A 16�$' 2 3f8" r s st � i„ Grr� i r7 i 7VPE H BARRICADE '� ?» U M mm WI'DTYINI>a<, ANb IrH1E7S. i3 W6" I ff2 PLANT u- Z `r 1 m 2. MW CE1a= UK SHALL BE PERPW3ICINJIR TO (P C ?AV 3I4" t I311� i RAOfAt TO 4U!!B ftl, iS UN" 0 MISE APPINCMED NOTES. BY D 7tE` 1711$" 3, AME 0I1 s 1. FOR JOINTS AND SCORING, SEE FEDERAL WAY STANDARD FOR SIDEWALK SPACING, EXPANSION JOINTS, AND SCORE MARKS. SEE OWB. No. 3-9. 4, , MIAM , txll� RAaPs +� 2♦ CONCRETE -DRIVEWAYS REQUIRE -A MINIMUM .D.E.PTH OF 6". TMID ri�f R�DNlS, u1 O!t Y Af} G�±�°' " 'Pam' PATH& DETECTABLEWARNNG 3. WHEN CHECKED WITH .A 10 FOOT STRAIGHTEDGE, GRADE SHALL. NOT DEVIATE MORE THAN 1/8 INCH $. CO ItZSCOML SUM Oft WMW VIUM ARE 01 *M*W PAT"` M DE'AA& OR a N EXMW 4.0 IIWS MAY It AND ALIGNMENT SHALL NOT VARY MORE THAN 1 /4 INCH. OQN PER I DEAS, AT tiiEPC t or Mo �gpE'AIIE iIO�fESt TYPE i N i1 WU M aF RM 8• MM. "t 12 I wm LE11�711 OF RAH. 2' IISI, 2' MBA. -e MK sbarr IMK I - w -W -wk OR NEW `A IIIGYE !Itlof F%SXMM Y plyli<IUq co Lo �o� UJ WFOR1031010!• MN C 3 .- U- STRW PLANNED • FOR EXTEMS!" � ', FOR MOIRE iATIGN CALF. CITY Of� AATf�ENT w WORIfCS R U ass—�—x�oo: Tffi1fA1N Oa AT rww >'lrtf�w. PATH. i 11 0S _ Pt3Bl IC w Rft AwG. - PUBLIC WORKS SIDEWALK Dwc• No.. ealfmr pu9trc Dwc. CURB RAMPS IN VERTICAL CURS 3 woRl � BARRICADES ES o IZIOA, -!}PART�tEIIT N0. DEPARTMENT Gr 3-12 NO. Z Q V{!Ji �g m o Lil Q 0W a. C� O U � U U � w O DATE 3— 10"08 DRAWN B.S.O. x DESIGNED J.J.D. M N PERMIT NO. 05-103457--000-00--EN APPROVED o J•JD. PROJECT NO. 201313PH2 SHEET NO. APPROVED ~.11.0 16 Of 17 Sheets HAND HOLE LESS THAN 6' PLANTER STRIP: PROPERTY POLE MUST BE BEHIND SIDEWALK LINE 6' OR GREATER PLANTER STRIP: JUNCTION BOX SHALL BE SET ADJACENT�\� POLE- CAN BE IN PLANTER STRIP 1MMEDIATEL) TO POLE BASE AND SURROUNDED BY ADJACENT TO SIDEWALK. CONCRETE BOTTOM OF BOX MUST BE' �" T ABLE TO DRAIN. I =•AND HOLE ON SEC MODEL SIDE OPPOSITE 1791-SF APPROACHING FUSE-FNM-5 CURB GUTTER AND BRACKET TRAFFIC---",-,y OR APPROVED OR AL O CONDUCTOR (2 EACH} 7AWGTRANDED COPPER JUNCTION BOX IL PVC INSULATION, GROUND LUG SHALL CONFORMW POLYETHYLENE TO YVSDOT STD.PPROVED EQUAL.{TYPE PLAN 1}1 WITHGHT OR SIGNAL POLE / � I12 TYP GALVANIZED LID. BARE AWG #8 STRANDED GROUND {SEE NOTE, BELOW) `ILSCO" TYPE ULT COPPER ol �- CRIMP OR APPROVED EQUAL gyp' 2" SCHEDULE 40 3M EPDXY SPLICE KIT �,'' PVC CONDUIT (6) BELL END PVC BUSHING TO STREET LIGHT - BARE AWG #8 STRANDED GROUND 2' SCH. 40 PVC CONDUIT 7TO (SCH. 80 UNDER STREET AND DRIVEWAY) STREET LIGHT z/14�a� NOTE: LID TO BE WELDED SHUT AETER FINAL INSPECTION W/2 1" LONG WELDS AT OPPOSITE CORNER PUBLIC WORKS UNIFORM LUMINAIRE WIRING DETAIL DWG• 3-40 DEPARTMENT NO. Q.D. ALUM. TUBE I`813' WALL ALLOY TIN TRANSFORMER VAULT LOCKABLE SERVICE CABINET SSERVICE PROPERTY W/ STAINLESS STEEL HANDLE, OR CABINET_ LINE APPROVED EQUAL PER DWG 3-45. (ATIONEE FOUNDDETAIL) "",•" "` , ",. (& BELL END PVC BUSHING JUNCTION BOX SHALL CONFORM INSTALL AND CONNECT TO 2 BARE AWG #6 TO WSDOT STD. STRANDED PLAN J-11 a, ALT. 2 GROUND RODS (MIN. 6 APART (17"x 22") WITH PER WSDOT STANDARD. GROUN r GROUNDED CASE NOT REQUIRED (J -BOX TO ABUT GROUND IN J-BOX. j �- BACK OF WALK) "ILSCO" TYPE ULT COPPER -- CRIMP OR APPROVED EQUAL 3M EPDXY SPLICE KIT OR APPROVED EQUAL TO STREET LIGHT MMAWL L PUBLIC WORKS DEPARTMENT 1Of 16"-1 6" CONC, PAD PER DWG 3-45 SCH. 40 2" SCH. 40-1 PVC CONDUIT PVC CONDUIT TO POWER VAULT, TO BE CONNECTED BY OTHERS. 3 #6-AWG U.S.E. 2" SCHEDULE 40 PVC CONDUIT BARE AWG #8 STRANDED GROUND 2" SCH. 40 PVC COND IT �TO STREET LIGHT 80, IF UNDER STREET/DRIVEWAY) UNIFORM LUMINAIRE WIRING DETAIL SERVICE DETAIL GROUND 6 SA SKIP CENTER STRIPE (SCS) GROUND FINISH GENERAL NOTES: Sf 2" N.P.S. iv SLIPFITTER- 1 R. " 13 N.C. S STEEL 00 LTS, ND NYLON ry N 4" O.D. S. \FROM I'M M •� _-----6063-T6 ALUMIN ALLOY SHAFT, /✓ TO 4�", 0.219" LL THICKNESS TAPERED SA TI BRUSHED FINISH o+ cr NOTES 1. POLE ASSEMBLIES DESIGNED TO SUPPORT M LUMINAIRE o SIZE OF 1.5 SQ. FT. E.P.A. AND 60 LBS. IN 100 MPH v E ISOTACH / 130 MPH GUST VELOCITY WIND. c 2. 4043 FILLER WIRE USED FOR WELDING. 3. ONLY THE BASE FLANGE WELDS ARE HEAT -TREATED. 4. BASE FLANGE SHALL ACCOMODATE 11 TO 12 }' vim, BOLT CIRCLE. 5. (4) 1 "- 8 NC STEEL ANCHOR BOLTS ASTM 2" 11 "DIA. A 576, AISI GRADE 1021-1046, 50,000 BOLT CIRCLE _ " PSI = MIN. YIELD MEAN DIA. OF ROD z STOCK 0.908 f .011 "' OUT OF ROUND I eI I = TOLERANCE : f 0.012 ROLLED OR CUT li THREADS PER A307, CLASS 2A, TOP 10" 8 _ #7 REBAR AND o GALVANIZED PER ASTM A153, COMPLETE #4 HOOP REBAR 0 z WITH (8) 1" 8NC GALVANIZED STEEL HEX 1'-O" CENTERS NUTS & (8) 1- GALVANIZED STEEL FLAT _j WASHERS. 1 i- Q HANDHOLE (4" X 6" NOMINAL) z x NON -FLUSH TYPE, COMPLETE WITH REINFORCING FRAME ALLOYCA �r ' 356-T6, COVER AND S.S. _ HEX HD. SCREWS I - 13 NC S.S. BOLT W S.S. SPLIT WASHER AND S.S. FLAT WASHER SECTION THRU HAND -HD -LE 2" SCH. 40 ---� PVC CONDUIT 41; CLASS 5 (1�) PORTLAND CEMENT CONCRETE 3000 psi ). 3'x 3' SQUARE OR 3' DIAMETER BASE, MWANS, PUBLIC WORKS LUMINAIRE POLE DEPARTMENT DWG. NO. 3-39 10 1.5 15 ��- *•� ` 1. STRIPING ON ARTERIALS SHALL BE METHYLMETHACRYLATE (MMA). ALL OTHER STRIPING SHALL BE PAINT. TYPE 2YY RPM / 4" YELLOW STRIPE (TYP) SEE NOTE 6 2. ALL STRIPING WITHIN INTERSECTIONS SHALL BE PLASTIC OR MMA. DO BLE YELLOW CENTER STRIPE (DY S) 3. ALL RPM'S SHALL BE LOCATED TO PROVIDE 40' 4 INCHES BETWEEN STRIPING AND RPM'S. 4" <> 4. TYPE 2 RPM'S SHALL BE USED ON ALL 4YELLOW STRIPE ARTER COLLECTORS, IF STRIPED SEE NOTE 6 5• WHERE TYPE C`kCURB IS USED IN PLACE OF STRIPING, USE RPM PATTERN APPLICABLE TO THE STRIPING BEING REPLACED. TYPE 2YY RPM (TYP) WHITE EDGE STRIPE (WES) SPECIFIC NOTES: _---- 4" WHITE STRIPE 6. IF MMA IS USED, MMA SHALL BE PROFILED. 7. WHERE RAISED MEDIAN OR TYPE C CURBING IS USED, USE TYPE 2YR RPMS, WITH RED YE LOW EDGE STRIPE (YES) FACING THE DIRECTION OF TRAFFIC. 40' 8. WHERE RAISED MEDIAN OR TYPE C CURBING f- 4" YELLOW STRIPE IS USED, USE TYPE 2WR RPM'S, WITH RED SEE NOTE 6 FACING THE DIRECTION OF TRAFFIC. a�TYPE 2Y RPM (TYP) a 9. PLACE TPM'S ON SIDE OF STRIPE THAT IS SEE NOTE 7 IN TURN LANE. PLACE REPM'S ON BOTH SIDES DIRECTION OF TRAFFIC OF STRIPE IF BOOTH SIDES OF STRIPE ARE THRU LANES. DOTTED EXTENSION STRIPE (WDES, YDES) LEGEND: 0 0 <$ll MONO -DIRECTIONAL RPM TYPE 2 7 2' 1- 7 4' � � 4= STRIPE, YELLOW OR WHITE PER I PLANS. SEE NOTE 6 Bt-DIRECTIONAL RPM TYPE 2 AVERAGE REQUIRED LUMINAIRE LIGHT MAXIMUM PAVEMENT LAMP MAINTAINED UNIFORMITY MOUNTING DISTRIBUTION LUMINAIRE STREET CLASSIFICATION WIDTH WATTAGE FOOTCANDLE RATIO HEIGHT PATTERN SPACING (A) ARTERIAL OVER 44' 400 1.5 3.1 * M-C-111 ** ARTERIAL S 44' 400 1.5 3:1 35' M-C-III 175' NOTES: 1. LUMINAIRES SHALL BE HIGH PRESSURE SODIUM VAPOR GE OR APPROVED EQUAL WITH A PHOTOCELL. 2. STREET LIGHTING STANDARDS SHALL BE TAPERED ROUND ALUMINUM WITH DAVIT BRACKET ARM, WITH 5'-9" RADIUS. 3. LUMINAIRES SHALL BE LOCATED AT LEAST 6' BEHIND THE CURB WITHIN THE LANDSCAPE STRIP. IF LESS THAN 6' LANDSCAPE STRIP, LUMINAIRES SHALL BE LOCATED BEHIND THE SIDEWALK, 4. LUMINAIRE ARM LENGTH SHALL PROVIDE FOR A 2' LAMP OVERHANG IN FRONT OF THE CURB FACE. 5. ALL STREET LIGHTING DESIGN PLANS SHALL BE STAMPED BY A PROFESSIONAL ENGINEER REGISTERED IN WASHINGTON AND APPROVED BY CITY STAFF. 6. INSTALLATION OF STREET LIGHTS SHALL CONFORM TO CITY STANDARD DETAILS AND SPECIFICATIONS. * USE 35' MOUNTING HEIGHT FOR STREETS UP TO 66' WIDE, 40' MOUNTING HEIGHT FOR STREETS OVER 66' WIDE. DWG. 3-41 PUBLIC WORKS NO. DEPARTMENT GOR STRIPE (GS) 20' :L� 8" WHITE GORE STRIPE a / SEE NOTE 6 a\ TYPE 2W RPMa SEE NOTE 8, 9 DIRECTION OF THRU TRAFFIC STREET LIGHTING STANDARDS OUTSIDE CITY CENTER NO OPASS STRIff (NIPS15 ) 15' TYPE 2YY RPM <31 4" YELLOW STRIPE SEE NOTE 6 TYPE 2Y RPM DIRECTION PASSING IS PROHIBITED DOTTED GO E S�' TRIPE (DGS) 24� RED ®�2SiBLE t�nE STRIPE 15, 4" YELLOW STRIPE SEE NOTE 6 4 0 a � F�� 8�-WH-WHITE STRIPE � � � � �� TYPE 2W RPM SEE NOTE 2 SEE NOTE 8 DIRECTION OF TRAFFIC TYPE 2YY RPMS LANE STRIPE (LS) TYPE 2W RPM /� t 4' WHITE STRIPE (TYP) SEE NOTE 8 SEE NOTE 6 DIRECTION OF TRAFFIC TWO-WAY LEFT TURN STRIPE (TWLTS) 15' 15' q>--- TYPE 2YY RPMS 4' YELLOW STRIPE SEE NOTE 6 DIRECTION OF THRU TRAFFIC DR• -Of LANE TRIPE (DLS) DIRECTION OF TRAFFIC BARRIER STRIPE (BS) { 9' 6' 4 � � .�^ 20'-...._._� 18" YELLOW STRIPE SEE NOTE 6 TYPE 2W RPM'S � 8' WHITE STRIPE :tTYPEY RPMS SEE NOTE 8 SEE NOTE 6 mm PUBLIC WORKS RAISED PAVEMENT MARKER DWG' 3-17 PUL'PUBLIC WORKS RAISED PAVEMENT :MARKER I NO. 3-18 DEPARTMENT NO. DEPARTMENT A PORnAND COMM 0ONCREIE PAVEMENT 5 1 4' :'• :< •,e ,, .may' . 4. 4 d' P. C. CONCRETE'• • PIPE. MONUMENT "m PIPE CORE N51 w9bu 'e d' SECTION A -A NOTES: 1. CASTINGS SHALL BE CRAY IRON ASTM A48, AASHTO M 105, CLASS 30. 2. COVER AND SEAT SHALL BE MACHINED A FOR PERFECT CONTACT AROUND CIRCUMFERENCE AND FULL WIDTH OF BEARING SURFACE. 3. APPROXIMATE WEIGHTS, STANDARD. CASE 60 LOS COVER 19 LOS TOTAL 70 LOS 4. PAVEMENT SHALL BE ASPHALT CONCRETE OR APPROVED SUBSTITUTE. 5. CONCRETE SHALL BE CLASS 4000. 6. SEE SECTION 3.8.5. 2' AIM. NOTE 4 PAVEMERr PCOPPER LUO OR .r•.t• .+t..;;� o TACK CONCRETE MONUMENT - (ALTERNATE) A A PLAN OF MONUMENT �3--^y-- COPPER PLUG OR TACK DWG. 3-42 NO. PERMIT NO. 05-103457--000-00-EN I ema", t4**�J� REVISIONS V4-30-09 0 Co rn LLJI co (n i a0 mM00 �L0 >:In tcoo o 3MLo z 0 aM0 Lo Q¢� U 4 8 C.� Li N m eC � " © w LL :2 Q Q _ � Q U C7 W t.! (=h V 0- 1 J DATE 3-10-08 DRAWN B.S.O. DESIGNED J.J.D. APPROVED J.J.D. PROJECT NO. 201313PH2 SHEET NO. PUBLIC WORKS ROADWAY SURVEY MONUMENT WITH CASE & COVER DWG' 3-36 DEPARTMENT NO. 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''I'll:-- .............. . . ... ................. _: ............. � ..... ............ _ _.. __ . . . . . . : I i i I i i i i i i i i i - I i i i I I i - 370 i I I I . i I 1 370 0+ I 00 1+ I 00 2+ 1 00 3+ 1 00 4+ 1 00 5+ 1 00 6+ 1 00 6+40 EXHIBIT B 10-16-2008 07054GR.DWG REVISIONS 30 0 30 SCALE IN FEET t,� W W co X 0 w ,M VERTICAL DATUM: K.C.A.S. BENCH MARK: CP NO. FW 121 ELEVATION = 323.2 FEET NGVD-29 PER BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY: DRYCO SURVEYING, INC. — JOB NUMBER 2001079 ON AUGUST 6, 2001 — REVISED APRIL 2005 CHURCH OF BLESSING - PHASE 2 WE PLM A PORTION of THE SW 1/4, SEC. 179 TWP* 21 N., RCJE. 4 EAST, OF THE W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON 13TH AVENUE SOUTH PHASE 2 PHASE 3 CONSTRUCTION CONSTRUCTION (PRESENT PERMIT (FUTURE) TI/ i PARK ENTRANCE 4 4 4 4 II n o 0 30 60 EXISTING POST OFFICE I I i 100 I N I I I I I Parcel B 26,204.99 Sq. Ft. +� 0.60 Acres 100) ' � I I N I I:w I I I I I I / I / I S 01°12'39" W_ __ 210.00' ❑ ❑nnnonnoaannooanooa ❑ ❑ ❑ co ❑ ❑ ❑ ❑ GENERAL NO-r�s 1. ALL WORKMANSHIP, MATERIALS AND TESTING WILL BE IN ACCORDANCE WITH THE MOST CURRENT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION/AMERICAN PUBLIC WORK ASSOCIATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, NATIONAL ELECTRICAL CODE, MUTCD OR CITY OF FEDERAL WAY STANDARD DETAILS AND SPECIFICATIONS. IN CASES OF CONFLICT, THE MOST STRINGENT GUIDELINE SHALL APPLY. THE ELECTRICAL CONTRACTOR SHALL BE FAMILIAR WITH ALL ABOVE STATED PUBLICATIONS AND GUIDELINES AS THEY WILL BE STRICTLY ENFORCED BY THE CITY. 2. STREET LIGHTING STANDARDS SHALL BE TAPERED ROUND WITH DAVIT BRACKET ARM, WITH FIVE—FOOT NINE —INCH RADIUS. LIGHTING STANDARDS SHALL BE INSTALLED AND CONFORM TO DWG 3-39 ON SHEET IL3. POLE BASES ARE TO BE FIELD ADJUSTED TO LEVEL OF SIDEWALK SURFACE. 3. LIGHTING SYSTEM SERVICE CABINET SHALL CONFORM WITH DWG 3-45 ON SHEET IL3 AND BE INSTALLED ACCORDING TO DWG 3-41 ON SHEET IL3. 4. STREET LIGHT CONDUIT SHALL BE SCHEDULE 40 PVC—ASTM D1785 UNDER LANDSCAPE AREAS. ALL CONDUITS FOR STREET CROSSINGS SHALL BE SCHEDULE 80PVC—ASTM D1785. CONDUITS SHALL HAVE A MINIMUM OF 24 INCHES OF COVER. 5. BOXES SHALL BE INSTALLED AS SHOWN ON THE PLANS IN CONFORMANCE WITH THE CITY OF FEDERAL WAY UNIFORM WIRING DETAIL DWG 3-40 ON SHEET IL3. JUNCTION BOXES SHALL BE OF THE TYPE SPECIFIED ON THE PLANS AND SHALL CONFORM TO THE REQUIREMENTS OF WSDOT STANDARD J-11 a. 6. STREET LIGHT WIRING SHALL CONFORM WITH DWG 3-40 AND 3-41 ON SHEET IL3. 7. ELECTRICAL CONTRACTOR SHALL COORDINATE POWER SOURCE/SERVICE WITH PSE. POINT OF SERVICE CONNECTION REQUIRES CONCURRENCE BY CITY OF FEDERAL WAY PUBLIC WORKS DEPARTMENT. 8. ELECTRICAL CONTRACTOR SHALL ACQUIRE AN ELECTRICAL PERMIT FROM CITY OF FEDERAL WAY, BUILDING DEPARTMENT. UPON COMPLETION OF UNDERGROUND INSTALLATION FROM POWER SERVICE CABINET TO POWER POLE OR VAULT, CONTRACTOR SHALL NOTIFY CITY OF FEDERAL WAY BUILDING DEPARTMENT AT 253-835-3050. THE ELECTRICAL PERMIT SHALL BE KEPT IN THE UPPER BAY OF THE SERVICE CABINET. UPON FINAL APPROVAL, THE ELECTRICAL INSPECTOR WILL PLACE AN APPROVAL TAG NEXT TO THE METER BASE, SO THAT THE ELECTRICAL SERVICE CAN BE AUTHORIZED. 9. PRIOR TO DIGGING VERIFY UTILITY LOCATION PER 1-800-424-5555 48 HOURS IN ADVANCE. 10. ADJUST POLE BASE TO FINISH SIDEWALK GRADE. f!L AN No S O1 EXISTING CONDUIT AND WIRING FROM EXISTING SERVICE CABINET LOCATED AT NORTHEAST CORNER OF INTERSECTION AT SOUTH 330TH STREET AND PACIFIC HIGHWAY. DISTANCE BETWEEN EXISTING LIGHTING POLE AND SERVICE CABINET IS 353 FEET. OEXTEND EXISTING CIRCUIT AT THIS J—BOX AND PROVIDE NEW CONDUIT AND WIRING TO NEW FIXTURES AS SHOWN PER SCHEDULES ON SHEET IL4. O3 PROVIDE LIGHTING POLE, CONCRETE BASE AND JUNCTION BOX. SEE DETAILS ON SHEET IL3 AND SCHEDULES -ON SHEET IL4 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. SEE DECORATIVE POLE STYLE DETAIL 3-43 FOR POLE NUMBERS 1-4 AND COBRA HEAD STYLE DETAIL 3-39 FOR POLE NUMBERS 5-6. O4 EXISTING LIGHTING POLE, CONCRETE BASE, JUNCTION BOX, CONDUIT AND WIRING TO REMAIN. RETAIN CIRCUIT CONTINUITY. O5 PROVIDE CUTTING AND REPLACING OF EXISTING SIDEWALK AS REQUIRED TO MAKE CONNECTION TO EXISTING JUNCTION BOX. NEW SECTION OF SIDEWALK TO MATCH EXISTING SURROUNDING SIDEWALK SURFACES. DESCRIPTION SYMBOL LIGHT POLE, LUMINAIRE & FOUNDATION 00 00 TYPE 1 JUNCTION BOX UNDERGROUND CONDUIT & WIRE - - EXISTING UNDERGROUND CONDUIT & WIRE --E---E---E- WIRE NOTE, SEE SHEET IL4, WIRING SCHEDULE, FOR ADDITIONAL INFORMATION POLE NOTE, SEE SHEET IL4, STREET LIGHT SCHEDULE, FOR ADDITIONAL INFORMATION TRES WEST ENGINEERS, INC. 2702 SOUTH 42rD STREET, SUITE 301 TACOMA, WA 98409-7316 TELEPHONE (263) 472 SSW FAX (253) 472 8483 z lal J U to 0 0 00 m I— W Z w o ca 00 z w z== � L'i M m = Q L 06 o �M =bQ00Lo CK v L o Lo x L_ iL 0 DATE 5-21-09 DRAWN D.P.N. DESIGNED PERMIT NO. 05-103457-000-00-EN 1 APPROVED JUN 0 3 2009 CITY OF FEDERAL WAY BUILDING DEPT. D.P.H. ROVED C.L. EJECT NO. 201313PH2 ET NO. IL1 Of _ Sheets I 30 0 30 SCALE.: IN FEET uj W �+ J X M Z O c VERTICAL DATUM: K.C.A.S. BENCH MARK: CP N0, FW 121 ELEVATION = 323.2 FEET NGVD-29 PER BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY: DRYCO SURVEYING, INC. - JOB NUMBER 2001079 ON AUGUST 6, 2001 - REVISED APRIL 2005 CHURCH OF BLESSING - PHASE 2 WE R.nra A Damon of THE SW 1/4, SEC, 17, TWR 21 N., RGE. 4EAST, OF THE WM qtt OF FEDERAL WAY, KING COUNTY, WASHNGTON 13TH AVENUE SOUTH, %,ILLUMINATION POINT 5-r POWs' FLAN SCALE: i"■30'-0" 0 30 60 Ml lAnr / Ml IAf"r T y�S Q ZONAL 0+00 TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STFIEET. SUITE $01 TACOMA, WA 98409-7315 TELEPHONE (253) 472 33M FAX (263) 472 3488 A n REVISIONS vi rn m Q =3n� N 0- u � M Li � li zz� �Qw wJ� CD w o 77 0 a 00 wz w p z�z o o���,. 0 N � � W r7 r W 0 a. m Z d CL U w O DATE 5-21-09 DRAWN D.P.H. DESIGNED D.P.H. PERMIT NO. 05-103457-000-00-EN APPROVED C.L. PROJECT NO. 201313PH2 SHEET NO. APPROVED IL2 DATE Or —Of Fl!)RAFrrr-r% — Of Sheets Z U5 V) W N --I m W LA- Q � CL 2 U U JUN p 3 2009 CITY OF FEDERAL WAY BUILDING DEPT. JUN p 3 2009 CITY OF FEDERAL WAY BUILDING DEPT. JUN 0 3 2009 CITY OF FEDERAL WAY BUILDING DEPT.