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18-102020 (2)
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B . C w D E F ♦ G ♦ H ♦ K 1 NI 20 10 0 20 40 mmmmmmmmell SCALE IN FEET LEGEND: L2��qj TEMPORARY STABILIZED CONSTRUCTION ENTRANCE x PERIMETER PROTECTION APPROX FIRE DAMAGE EXTENTS ABBREVIATIONS: BM =BENCHMARK BOTS = BOTTOM OF STAIR CB = CATCH BASIN CL = CENTER LINE CONC = CONCRETE CW = CONCRETE WALK GR = GRADE EL = ELEVATION 3 EOP = EDGE OF PAVEMENT EX = EXISTING EG = EXISTING GRADE FF = FINISHED FLOOR FG = FINISHED GRADE FL = FLOWLINE IE = INVERT ELEVATION 0. LSCAPE = LANDSCAPING LT = LEFT M.I.C. = MONUMENT IN CASE NO. = NUMBER PC = POINT OF CURVE PT = POINT OF TANGENT RT = RIGHT 4 STA = STATION STD =STANDARD TOC = TOP OF CURB TOP = TOP OF PAVEMENT TOPS = TOP OF STAIR TYP = TYPICAL R I ON 0 0 N x 0 0 M �Q o� w �w Qm aJ > u- 6 n� rrQ =w >� E� ow 1W U)U) = J Q CNZ m U� O o N C) �U) Z_ Z C) N N cr U) O C7 N Q N w QU) �w 7 �w Q= W� oP w� U-CL U% N o� M �00 cm o iz CD oQ aW zW o U) LID U) Q N F_ w M �o5; 8 W} Z mo �oq5 2www LL> 0o U_3Q KEY NOTES DETAIU KEY NQTE -- SHEET QINSTALL TEMPORARY STORM A/C06 DRAIN INLET PROTECTION OINSTALL TEMPORARY STABILIZED E/C06 CONSTRUCTION ENTRANCE APPROX 425 LF B/C06, OINSTALL PERIMETER PROTECTION* C/C06 CONTRACTOR TO SWEEP STREET DAILY OR MORE OFTEN IF QNECESSARY TO REMOVE - SEDIMENT TRACKED FROM THE SITE APPROX EXTENTS OF FIRE(D _ DAMAGE BUILDING _ (DCOMMERCIAL DESTROYED BY FIRE EX ASPHALT PARKING LOT TO REMAIN AND BE PROTECTED CONSTRUCTION UNLESS _ ODURING SHOWN AS BEING REPLACED ON SHEET CO2. REPLACE IN -KIND IF DAMAGED EX BLOCK WALL AND STAIRS TO BE _ REMOVED EXISTING BUILDING TO REMAIN. _ G PROTECT DURING CONSTRUCTION *INSTALL PERIMETER PROTECTION, SUCH AS SILT FENCING, COMPOST SOCKS, OR STRAW WATTLES IN ACCORDANCE WITH APPENDIX D OF THE 2016 KING COUNTY SURFACE WATER DESIGN MANUAL SHEET LIST SHEET NO PLAN NO SHEET TITLE 1 C01 TESC PLAN 2 CO2 SITE & GRADING PLAN 3 CO3 DRAINAGE PLAN 4 C04 UTILITY PLAN 5 C05 GENERAL NOTES 6 C06 DETAILS 7 C07 DETAILS 8 C08 DETAILS STAIRS 1 NO PARKING SDCB RIM=419.70 $ IE=416.29 6"0 C � E con F_ SD SL SD SD .. ., l �ASPHAF L1.6HT WITH --o NO PARKING a MLli � cn 0 lD �3 0 CMP . • I r r CMP P SDCB RIM=416.91 ` uF IE=412.09 12"0 CMP N .. IE=412.13 12" 0 CMP E 9 IE=412.03 12"0 CMP S SSMH, RIM=417.45 / ca, MID 10" PVC CHANNEL 'IE=408.35 (N--S) C� V, wAaEHALT V) AS PlHALTcn .- ® ��� 1 TELEPHONE limo >- CABINET cn c Y `` < CD W 6 a x�rz IIX � a c) La LLJ (IVARS) z w o `� oz ti? c� U ID SDCB RIM=413.13 w w � IE=410,13 120 CMP N ' `x N IE=409.97 12" N 0 CMP E 5 p IE=410.n�12„0 CMP W ¢Ld CONCRETE WAL T D roo OPT m U fo 00 en v) w w ASPHALT , x :D W x POWER VAULT AWN Al, BRICK WALL , ��t 0 w � :3In - s SSMH, RIM=413.01 UGIa LAWN �e 1 �'�- N A LT11 MID 10" PVC CHANNEL I 4 A G IE=404.41 (N-SE) 11 SD_ UGP `� - ESMT D MT a �- �n ESM MT ct ��3cP UGP P----� -----_ ucP CaNCRUE WALKWAY _ ESMT UGC IjOft--- ESMT SD R kT--- x x ASPHALT ----� �„----�S�I -�`--- SMr don LAW N CONCRETE RETAINING W 3 RESSED CURB AND GUTTER WALL 1. 5' HIGH WITH ucP - - '- vG 5.5' HIGH WOOD WALL S UG c kp ASPHALT I SDCB R11 IE=415.4 I 1 IE=415.4 IE=415.9 af SD SD D SDCB RIM=419.51 I IE=418.21 6" 0 CMF z z I SECURITY CAMERA J I I0 rn SDCB RIM=418.58 IE=415.90 12" 0 CMP N , 1 IE=416.14 6"0 CMP E M n IE=415.84 12"0 CMP S � ' ZE 1.9' X 1.45' ASO LT � �s � 1 1L ASPHALT z1 2.8 X 1.9 SDCB RIM I STAIRS IE=414.83 '� m i v - II IE=414.75 8 CONCRETE WALKWAY 2 c� / ��. I -......-..sf'/ C) i E A �... LLJ - 1-` � 0 - H3 I i MAILBOXES .�.,. c - -- -41 6 - „� ASPHALT I w- .. _ I 2.8' X 1.9' 1.9 X 1.45m I ASPHALT ` >7 AS P F-ALT p Jf I _ }�i Y x Z) ` I ra C) I, C .. Lij iLl �� s, C3 C 0 I-_ 175 LliL� Wo� ---.__ n Z 0 Q UO U N FW- i Q � „LT" 1. 9' X 1. 45' L`, = ' 3' = 2 "FEST" 2.8' X 1.9' B L= 50. L -( ASPHALT SDCB RIM=412.83 IE=411.28 12 0 CMP N R w IE=41 1.27 8" 0 CMP E�- IE= 41 1.09 12" 0 CMP , � A- n (JI I � 1 r3 in 1 c c u LIGHT WITH ...... ` 7._ _ SECURITY CAMERA ______w 2` "-I' rl, wJ L V t.J 1 V IV I ""- -i- 1 P. P 4J N � � 0�8� � 3�§ W Z IE=408.53 15"0 CMP NE ASPHALT 13.2 w IE=408.32 15 0 CMP S ASPHALTLi ma,srmaeauxcm �',y'Y � w 0 ® ( CONCRETES PERMIT NO. 17-104861-000-00-CO ASPHALT , ___ __ ASPH CITY OF FEDERAL WAY 7 r PB� BUILDING I I APPROVED TESC PLAN DATE AA B A C D A E A IF A G A H A I AJ 8" IRON WATER LII\ N 5*43', 4 12.53' n (10 N 5®42' 1 2.9 F A z Lu P RECEIVED MAY 10 2018 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT _ K Z Y w WwQC� Qp0Sw �Q_j= ll��-z>- 1 W W 7) m :) =f3fOwF- Q U cn >_- (DZWz z U- 0 Z 7 Z w &5<Rw U)owzZU Ls_ W W D FL awf. (n F- d U Q W pQuj:U tw >Z W Q Wes, _ I— Z _I E- D b 06 <�o ww % z 0 m J O O Q Q Q Z Dow 4 � 0 lI61 o W z -� w z �,, E (6O� tU 0O U 'S o ,n o 0) cn r L N N M U-) Is') N +. 0 m �wQ oo-0 Y N N CN m IZ W Ic? FA I 5 N rn40 p CD o Z c:)� � Z � Q m C) Q Q � Q 6 N N 3 f2 I) CL W W W 0 UC) Z � ZLLw U 75 W (-) CU)-� U Q2 'S o EL- 1.1- v J W o 0 0 7 u_ N `Q O U z o o 0- PROJ. MANAGER: TG DESIGNED BY: BI DRAWN BY: DS CHECKED BY: TG SCALE. AS NOTED DATE: REV. SHEET 8 05/08/2018 A OF SHEET NUMBER col Le 65 w U z 0 0 v N x 0 0 0 M � Q 00 Z LLj J _j_ LL 10 crQ �w >Fn �F- p w iw �Q oZ N M C,elf 0 N Cp Su) Z= C) 04 CV n 0 ` CCD N } N an WQ wry = w p w� LL d U) N 2 rn o 00 M U) OD o n N O w _o Q w Z� SU) U , Ln ? U) o W Z N w W p %)UU ao }z w :2www D LL LL�U �0 U) �gQ A ti N 1 10 5 0 10 20 mommmmmmomil SCALE IN FEET LEGEND: a ° CONCRETE ...... ASPHALT y ASPHALT GRIND AND OVERLAY (UNDER SEPARATE PERMIT) W W W LANDSCAPE REDI-ROCK RETAINING WALL APPROX FIRE DAMAGE EXTENTS Fall o BM =BENCHMARK BOTS = BOTTOM OF STAIR CB = CATCH BASIN 3 CL = CENTER LINE CONC = CONCRETE CW = CONCRETE WALK GR = GRADE EL = ELEVATION EOP = EDGE OF PAVEMENT EX = EXISTING No EG = EXISTING GRADE FF = FINISHED FLOOR FG = FINISHED GRADE FL = FLOWLINE IE = INVERT ELEVATION LSCAPE = LANDSCAPING LT = LEFT 4. M.I.C. = MONUMENT IN CASE NO. = NUMBER PC = POINT OF CURVE PT = POINT OF TANGENT RT = RIGHT STA = STATION STD =STANDARD TOC = TOP OF CURB TOP = TOP OF PAVEMENT TOPS = TOP OF STAIR TYP = TYPICAL KEY NOTES DETAIL/ KEY NOTE SHEET DESIGN UNDER OPARKING SEPARATE PERMIT QEX MAILBOX TO BE RELOCATED - EX BOLLARDS TO BE REMOVED - O12'-WIDE DRIVE-THRU - OADJUST SSMH LID TO FG - REDI-ROCK RETAINING WALL (STRUCTURAL AND GEOTECHNICAL (D EVALUATIONS/CALCULATIONS - ASSOCIATED WITH WALL ARE TO BE COMPLETED BY OTHERS) OSAWCUT EX CONCRETE WALKWAY - 0 EXISTING CONCRETE WALKWAY TO - �:! REMAIN OREMOVE EX INLET/CB - GSAWCUT AND MATCH EG - 1.5' MAX HEIGHT CURB WALL (TO BE GSTRUCTURALLY DESIGNED FOR - VEHICLE LOADING BY OTHERS) aDIRECTION OF VEHICULAR FLOW - ■ r7 GENERAL NOTES: 1. STRIPING AND SIGNAGE FOR THE DRIVE-THRU IS TO BE DETERMINED BY THE TENANT. D E F G ri ' " U z Y w w w t— Lu Qo06w JQ_j= LU �Off z�� 1 w w :D m =W0ui 1-QUU06 z �zWz O Z p J z O0 w U)¢m0Q cr_ W UJ Z Z U LL,,,w�U- O—�LUU,� 0-0 < ui oa(0o0 �W��O w _z wT�-p U�- D 0Sm�m uui�z0 m �00Q Q 2 F_ 5 Q 0 w z om h I % VUA I . ,. .¢ f, uj 06 ►� ! oo / V- 1_ 00 dm� d-� CEO 10 7 EL CL EG 417.73—O 0 0 0 0 EG 417.27 w EG 416.54 EG 416.43 FG 415.98 .3.. F C y �3 % NG .: I6 � Zn MH, RIM41 7. NMID 1p PVC CHANNEL_... cq 1- -_-4nR (Ni-- � Tf1 Ml A AAA A l SITE & GRADING PLAN TOPW 419.52 TOPW 419.41 —BOTW 415.72 ,,,,--TOPW 419.27// /-BOTW 415.86 ; / `-TOPW 419.13 f \ I lb 4 �l tf') � � M N OD' Cp ti 04 � % ao �i co � T- T- o'- -o o EG 417.62 0 0-co co 00 EG 417.07 2 16.16 ' FG 416.30 N FG 416.49 + C08 EG 416.60 10 D -EG 416.29 G 416.15 I �' l I cr7 I w z Iq N (6 0 NOO U O d� c� L U) N 0) � tN 0) m 3 ¢ 6(6-00 O O o a u ■© W. Gq� OF vb c Tirr�2 son elein P 7 8.05 ,0w n 476biH.(sc�. e4 T_ oo M0 Ur O O 00 VJ z_ Q n Q }- z q- ¢ Q 6 +�1 z W d. j 0 D z �2< LYWD uivw P-oQ w W I— z LL(D Ur>w UI-06 U0 ui W uj ry Q=1= v > o Z Y < 04 rCOO f► w VJ (— W O W uj 0O W 04 N t- w O w z 0 0 CL PROJ. MANAGER: TG DESIGNED BY: B1 PERMIT NO. 17-104861-000-00-CO CITY OF FEDERAL WAY APPROVED DATE D A E A IF A G H A A i K DRAWN BY: DS CHECKED BY: TG SCALE: AS NOTED REV. SHEET 05/08/2018 IA o 8 mm n n V F G 0 0 N x 0 0 M_ 0 uj w ZJ m aJ L- UI U rQ zw >Fn EF- ow iw m� = J �Q oZ ,, 0o (V (D 0� Z= N Q M 0 U) 0 �N �C) N _0 w (n W J Q W= wU) 0 wg LL a N S rn o °r Mo N (n W o !) ow F- r)o �w z� QC/) U . LO two !n Z N w� _J M UQ� a�U } Z wm0 m p 75; w W LLzO U�Q N 1 20 10 0 20 40 SCALE IN FEET LEGEND: CONCRETE ASPHALT ASPHALT GRIND AND OVERLAY y fi (UNDER SEPARATE PERMIT) y W LANDSCAPE 21 r,-�.Jjj REDI-ROCK RETAINING WALL pp BM =BENCHMARK BOTS = BOTTOM OF STAIR CB = CATCH BASIN CL = CENTER LINE CONC = CONCRETE CW = CONCRETE WALK 3 GR = GRADE EL = ELEVATION EOP = EDGE OF PAVEMENT EX = EXISTING EG = EXISTING GRADE FF = FINISHED FLOOR FG = FINISHED GRADE FL = FLOWLINE IE = INVERT ELEVATION LSCAPE = LANDSCAPING LT = LEFT M.I.C. = MONUMENT IN CASE NO. = NUMBER 4 PC = POINT OF CURVE PT = POINT OF TANGENT RT = RIGHT STA = STATION STD =STANDARD TOC = TOP OF CURB TOP = TOP OF PAVEMENT TOPS = TOP OF STAIR TYP = TYPICAL ©M lu TOTAL NEW/ REPLACED IMPERVIOUS SURFACE BEYOND FIRE DAMAGE: ASPHALT PARKING ALONG EAST SIDE OF BUILDING' 2,147 SF ASPHALT PARKING ALONG WEST SIDE OF BUILDING' 188 SF PROPOSED TRASH ENCLOSURE 288 SF DRIVE-THRU AND REDI-ROCK RETAINING WALL 2,088 SF BUILDING AND SIDEWALK AROUND BUILDING N/A UTILITY TRENCHING/ RESTORATION N/A TOTAL i 4,71=1S 1 GRIND AND OVERLAY WILL BE UTILIZED FOR A PORTION OF THE ASPHALT PARKING AREA SHOWN EAST AND WEST OF THE BUILDING. THE FG OF THIS PAVEMENT AREA WILL BE HIGHER THAN THE EXISTING PAVEMENT AND THEREFORE A 1" GRIND AND OVERLAY WILL BE UTILIZED TO REACH THE DESIRED GRADES. GRIND AND OVERLAY AREAS ARE DELINEATED IN PLAN VIEW (UNDER SEPARATE PERMIT). 2THE PROPOSED TRASH ENCLOSURE LOCATION IS SHOWN ON SHEET C04. 3 THE NEW BUILDING AND SIDEWALK AROUND THE BUILDING ARE WITHIN THE AREA DAMAGED BY THE FIRE AND THEREFORE ARE NOT CONSIDERED NEW/REPLACED IMPERVIOUS SURFACE. 4 UTILITY TRENCHING AND RESTORATION IS NOT CONSIDERED REPLACED IMPERVIOUS SURFACE ACCORDING TO THE DEFINITION OF "REPLACED IMPERVIOUS SURFACE" ON PAGE 1-8 OF THE 2016 KING COUNTY SURFACE WATER DESIGN MANUAL. A A R KEY NOTES KEY NOTE DETAIL/ SHEET DRAINAGE IMPROVEMENTS UNDER �J SEPARATE PERMIT TYPE 1 CB W/ STANDARD HERRINGBONE GRATE RIM 415.17 H/C07 & 8" 1 E (S) 413. 10 I/CO7 2' MIN SUMP ;1 3 LF 8" SCHEDULE 40 PVC SD @ 2.00% MIN 8" WYE CONNECTION 8" IE 413.00 1.5' MAX HEIGHT CURB WALL (TO BE STRUCTURALLY DESIGNED FOR _ VEHICLE LOADING BY OTHERS) (1 WALL DRAINAGE TO BE DESIGNED BY U OTHERS er: ■ SDCB RIM=419.70 i IE=416.29 6" 0 CI E - SO 0 cn H T I I SO SO IE=413.27 12" 0 CMP S I �` W SDCB RIM= 418.58��� w SDCB RIM=416.91 IE=415.90 12" 0 CMP N ' IE=412.09 12"0 CMP N IE1 CMP E.�w - - -• 4164 6 M IE=412.13 12" 0 CMP E IE-415.84 12"0 CMP S IE=412.03 12"0 CMP S 4 - SSMH, RIM= s� \ 417.45 MID 0" PVC CHANNEL IE=408.35 (N-S) g ■ SDCB ' I F i 4 0 0 CMP N IE=413.60r► +i CMP w w w 2 Ii ........... - - - n " 1 ° 40 \d d (N .4 1 t 4 6 r� 1 ° ''A PB w R o.I . . . . . . . . I . , �p / . A Yi/ d ° ..° o .. cagy f r a �' f V / v ' o G ............ ' CENTER PLAZA - BUILDING A n SDCB RIM=413.13 Y ° ' � FF 415.45 IE=410.13 12"0 CMP N x , u IE=409.97 12" 0 CMP E w x- mmn IE=410 03 12 0 CMP W, ;h�., M Ps l x x - o I a RyU RIM=412.83 .- y ° 1 1.28 12"0 CMP N (7) / -a 11.27 8"0 CMP E s s G, 11.09 12"0 CMP 1 gi PAT S a -� V i j I SI ° >> SO �°°9 `~ SD B RI,M=412.66 Ms r� - ---A t�Gp-_ _ _�_ UGC " .- o _ R�,D Sn a s s I E 1 /23 12 "0 CMP W ESMT ESMT-------•- B ,'� :ESMT.SO a �-Tz a �--. .y .I� o d: o. ° A. .y .y .y .. ...•., E�' Y 1Y �Y V� �Y W y W � � � w p G� UGP v r w v v 1 y v y 1 .v" y w v. y cn -- " -vs. .i• _ w , w .• w y W UGP; �--e .s'',, � IUGP-..� w' tJCaP vim,_„ so so (% S UG v;-. _ SD c tp ASPHALT � cam_ - --�.. -' ESMT -•_ � ■ SDCB RII IE=41 .4 IE=415.4 IE=415.9 SDCB RIM=419.51 IE=418.21 6" 0 CMF F- 0 N 1°2 1.32' Z\ 9 4' •R= 1 € =M N 5*43$, 12.53' N �� `42' 1 2.5' PERMIT NO. 17-104861-000-00-CO CITY OF FEDERAL WAY APPROVED DATE 1 Z Y w �Ww ui Lu Qo�w J,�= wz}''' 1 wwSco =crOui 06 z�zU wz - W z O� J Z > 0O-=WO Q w LD �omoQ w w Z z U LL W W 0 -' uj co a_ Ljj c, < Lu tL:5>Z oJ LLJ _ .i= uzo F-- c�»smFm Q-z 000 y ui z m �0af 4 a 2 Q uj w o J z w z N cu R(Rn, coo)T ^^'l W L Uj LO W mew>a oo� 0) Y > N N NO J 0_ LL W Gget O pF WAsy� F Digt� O Tin* on belei "'to"M FIN. S�oN mg. 5 N oo 0 0 O o 0 Es00 m z JQ j � M� I) Q m Q 6 Z W J Q ryo Ld I- (n F- WW Z W Q W W U r W c-) U 0 a Q = 3 v co 3: c Z LLJY J M rr�� W O W UJ © % < LL N LLI w �Q} w z V r 0 0 0- PROD. MANAGER: TG DESIGNED BY: Bi DRAWN BY: DS CHECKED BY: TG SCALE: AS NOTED REV. SHEET 05/08/2018 A of 8 SO SO IE=413.27 12" 0 CMP S I �` W SDCB RIM= 418.58��� w SDCB RIM=416.91 IE=415.90 12" 0 CMP N ' IE=412.09 12"0 CMP N IE1 CMP E.�w - - -• 4164 6 M IE=412.13 12" 0 CMP E IE-415.84 12"0 CMP S IE=412.03 12"0 CMP S 4 - SSMH, RIM= s� \ 417.45 MID 0" PVC CHANNEL IE=408.35 (N-S) g ■ SDCB ' I F i 4 0 0 CMP N IE=413.60r► +i CMP w w w 2 Ii ........... - - - n " 1 ° 40 \d d (N .4 1 t 4 6 r� 1 ° ''A PB w R o.I . . . . . . . . I . , �p / . A Yi/ d ° ..° o .. cagy f r a �' f V / v ' o G ............ ' CENTER PLAZA - BUILDING A n SDCB RIM=413.13 Y ° ' � FF 415.45 IE=410.13 12"0 CMP N x , u IE=409.97 12" 0 CMP E w x- mmn IE=410 03 12 0 CMP W, ;h�., M Ps l x x - o I a RyU RIM=412.83 .- y ° 1 1.28 12"0 CMP N (7) / -a 11.27 8"0 CMP E s s G, 11.09 12"0 CMP 1 gi PAT S a -� V i j I SI ° >> SO �°°9 `~ SD B RI,M=412.66 Ms r� - ---A t�Gp-_ _ _�_ UGC " .- o _ R�,D Sn a s s I E 1 /23 12 "0 CMP W ESMT ESMT-------•- B ,'� :ESMT.SO a �-Tz a �--. .y .I� o d: o. ° A. .y .y .y .. ...•., E�' Y 1Y �Y V� �Y W y W � � � w p G� UGP v r w v v 1 y v y 1 .v" y w v. y cn -- " -vs. .i• _ w , w .• w y W UGP; �--e .s'',, � IUGP-..� w' tJCaP vim,_„ so so (% S UG v;-. _ SD c tp ASPHALT � cam_ - --�.. -' ESMT -•_ � ■ SDCB RII IE=41 .4 IE=415.4 IE=415.9 SDCB RIM=419.51 IE=418.21 6" 0 CMF F- 0 N 1°2 1.32' Z\ 9 4' •R= 1 € =M N 5*43$, 12.53' N �� `42' 1 2.5' PERMIT NO. 17-104861-000-00-CO CITY OF FEDERAL WAY APPROVED DATE 1 Z Y w �Ww ui Lu Qo�w J,�= wz}''' 1 wwSco =crOui 06 z�zU wz - W z O� J Z > 0O-=WO Q w LD �omoQ w w Z z U LL W W 0 -' uj co a_ Ljj c, < Lu tL:5>Z oJ LLJ _ .i= uzo F-- c�»smFm Q-z 000 y ui z m �0af 4 a 2 Q uj w o J z w z N cu R(Rn, coo)T ^^'l W L Uj LO W mew>a oo� 0) Y > N N NO J 0_ LL W Gget O pF WAsy� F Digt� O Tin* on belei "'to"M FIN. S�oN mg. 5 N oo 0 0 O o 0 Es00 m z JQ j � M� I) Q m Q 6 Z W J Q ryo Ld I- (n F- WW Z W Q W W U r W c-) U 0 a Q = 3 v co 3: c Z LLJY J M rr�� W O W UJ © % < LL N LLI w �Q} w z V r 0 0 0- PROD. MANAGER: TG DESIGNED BY: Bi DRAWN BY: DS CHECKED BY: TG SCALE: AS NOTED REV. SHEET 05/08/2018 A of 8 A B v c D v E IF v G v H -V v A N 1 20 10 0 20 40 SCALE IN FEET LEGEND: CONCRETE ..... ... ... ... .......... ASPHALT fi ASPHALT GRIND AND OVERLAY (UNDER SEPARATE PERMIT) 2 LANDSCAPE REDI-ROCK RETAINING WALL 3 a w Z 1110 X O O O co UJ w m 6 < > U) w N Fy iw Qw Z N cy) U) CD 0 N FL CD Z c\1 c\j U-1 7 W < W wr cn LL a_ C, cl cl)!��j U) 00 c) C) UJ i.- < < W Z 0 C1 U) 0 , � U<) U) F- Z z ryco w W U) 5 8 OZ Lu Fn 75; w 1wy- u- > 0 n E Lu 0 < -j 2 0 1.- 0 U) < < 0 _3 < m KEY NOTES DETAIL/ KEY NOTE SHEET O SEWER AND GREASE INTERCEPTOR IMPROVEMENTS UNDER SEPARATE PERMIT FIRE SPRINKLER SERVICE IMPROVEMENTS UNDER SEPARATE PERMIT OWATER SERVICE IMPROVEMENTS UNDER SEPARATE PERMIT O GAS,POWER, AND COMM IMPROVEMENTS UNDER SEPARATE PERMIT O10" NEW CONNECTION TO EX SEWER 1 E 409,56± 6" IE 409.72± PROPOSED COVERED TRASH ENCLOSURE LOCATION. EXTENTS OF CONCRETE INCLUDE TRASH ENCLOSURE SLAB (D AND CONCRETE BLOCK WALLS. SEE ARCHITECTURAL PLANS FOR ADDITIONAL DETAILS 12" AREA DRAIN COLLECTING DRAINAGE FROM COVERED TRASH ENCLOSURE RIM 419.75± 6" IE 417.00 O10 LF 6" SSS @ 2.00% MIN ORIM 61, SSSCO 419.85± D/C06 6" IE 41&80 10 112 LF 6" SSS @ 2.00% MIN I N 311A m I u LWUGP� 1 Ino. F- F- m U) Lo r9 ry m Ih (n LLJ LLJ E` ASPHALT —c o -- --� — c UTILITY PLAN IF C c SD S? - SD SD c: Ic PBr L LLJ c, z PB o pB ps c N SDCB R11 I I E=415.4 IE=415.4 IE=415.9 SDCB RIM=419.51 IE=418.21 6"0 CMF 0 Z'= 13 * *I'd R=215 L=50.z Z w ry w < or_ �- w Z- (D w < 0 od W < -j = CF- z >- w W W 0 n M of UJ < () U) 06 0 (D Z U) ill — Z �j (D z Fj Z 0 > 0 < IL w o Fj) w Wo < WWZZ oL-) t w W ry L o < U) w (D :� �- w z F5 -j WUJ w m Z o 0 06 ca in < -0 a 0 w w w -- Z 0 W Z 0 0 2 < w < 1-- om uj 6 Lu Z -j w z _Ile I- c E >1 0 0 C'J Lo C) C) 0 Lo (o CC) m NN W a) 0) Lo Lo 0) 7tf 0 0 :3 (D (6'o m Cf) LL� C) 0 (D 0) 04 tl C) -j Lo ✓ UI C31 - oo N 1®2 z < cy) .SD B RIM=412.68 0 (D 0 ' IE=441.,'23 12"0 CMP W 1.321M-- Z C) 00 �w 43 7:037c3 c, 0 318TH P A 8-N 84-25'21; W 0r) A + 2 E-SMT4----4ESMTff— ESMT >- SDCB RIM=411.75 CK 1E=40&53 15$1 0 CMP NE Lu wIE=408.32 15"0 CMP S ASPHAL:1- ASPHALT w 0 0 u 0 ASPHALT i3 r ------ PB r L �. XI■ I 15" N 71 *08 1 13 " W 13.20 ) A=94' z %alo < R=18 0 r 3: L=30. U) C) b(JG -j N<- NSz < E Lu j 0 CL 0 u ry w— w 5 < w w w w w 0 N 5*43 zwU) z w u- 12.53' w < W w 0 00 w 0 W Q.O N 5* 421 U < 0 Qo 2.95' z w _j N �e < co CL Lr Q) W C) c'4 U) W Lu LZN CD � 04 C:) 0 L w z LU --,:I 0 0 CL PROJ. MANAGER: TG DESIGNED BY: BI DRAWN BY: DS LAKEHAVEN WATER & SEWER DISTRICT CHECKED BY: TG SCALE: AS NOTED DATE: REV. ISHEET A O05/08/2018 APPROVED DATE U04 G A H A I A i A K A A B A c Ic L:0 I O 0 N x 0 0 M_ o� w z .J Qm a� J J � u- _ a1 Q zW > W_ ow ,w �_ U) Q 04Z Uo0 N CD Z_ Z� N U) 0 (>7 N > Cl o� Q� J w Q w wo 0 wg U- U? N _ o� N Wco o�3 ow �o Qw z, oco U n U) Z W w X J I>> UU)0 d . . Z wr mo moFo �www w 2 UO U) H T Es C GENERAL NOTES 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO PRE -CONSTRUCTION MEETING. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY REVISED CODE (FWRC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY THE MOST RECENT VERSION OF 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 Z REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. 3. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR 0. 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. 4. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT 3 CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.) 5. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF 0. FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 6. A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 7. ON -SITE CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWRC 4 (SECTION 19.105.040); NORMALLY THIS IS 7:00 A.M. TO 8:00 P.M., MONDAY THROUGH FRIDAY, AND 9:00 A.M. TO 8:00 P.M. ON SATURDAYS. 8. RIGHT-OF-WAY CONSTRUCTION IS ALLOWED 8:30 A.M. TO 3:00 P.M. MONDAY THROUGH FRIDAY. WRITTEN AUTHORIZATION TO WORK OUTSIDE OF THESE HOURS MUST BE GRANTED BY THE PUBLIC WORKS DIRECTOR. 9. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. 5 10. 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. No 11. VERTICAL DATUM SHALL BE KCAS OR NGVD-29. 12, GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER 6 SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS. 13. ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED 5/8" CRUSHED ROCK AND COMPACTED TO 95% DENSITY. WHEN TRENCH WIDTH IS 18 INCHES OR LESS, AND IS WITHIN THE TRAVELED WAY, TRENCH WILL BE BACKFILLED WITH 100 CONTROL DENSITY FILL (SELF -COMPACTED FLOWABLE FILL) AS DEFINED BY WSDOT 2-09.3(1)E. THE AGGREGATE WILL BE 3/8-INCH MINUS. 14. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH WSDOT 2-06.3. 7 15. 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. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE 8 D C TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23 TRAFFIC CONTROL, SHALL APPLY. 17. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 18. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. 19. 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. EROSION/SEDIMENTATION CONTROL NOTES 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (I.E. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (I.E. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED OR A PERIOD OF 2 DAYS (WET SEASON) OR 7 DAYS (DRY SEASON), 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 24 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. WET SEASON REQUIREMENTS AS DESCRIBED IN APPENDIX D, SECTION D.2.4.2 OF THE KCSWDM ARE IN EFFECT BEGINNING OCTOBER 1 THROUGH APRIL 30. t- c' -- EROSION/SEDIMENTATION CONTROL NOTES (CONTINUED) n v DRAINAGE NOTES 13. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (I.E. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. 16. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE PROVIDED PER SECTION 19.120 OF FWRC. CONSTRUCTION SEQUENCE 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT AND APPLICANT'S CONSTRUCTION REPRESENTATIVE. 2. FLAG CLEARING LIMITS. 3. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 4. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. 5. INSTALL OFFSITE CATCH BASIN PROTECTION. 6. CONSTRUCT SEDIMENT TRAP/POND. 7. CLEAR AND GRUB AREAS OF THE SITE TO BE ROUGH GRADED OR FILLED. 8. INSTALL INTERCEPTOR SWALES/BERMS AND CHECK DAMS. 9. ROUGH GRADE SITE AND INSTALL STORM CONVEYANCE SYSTEM AND RETENTION/DETENTION FACILITIES, PROVIDE INLET PROTECTION WHERE INDICATED. 10. INSTALL REMAINING UTILITIES AND BUILDING. 11. FINISH GRADE SITE AND CONSTRUCT ASPHALT PARKING AREAS, ACCESS DRIVES, SIDEWALKS, CURBS AND GUTTERS. 12. COMPLETE SITE STABILIZATION IN ACCORDANCE WITH LANDSCAPE PLANS. 13. CLEAN STORM DRAINAGE SYSTEM, ON AND OFF SITE, OF ALL SEDIMENT AND DEBRIS. 14. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS COMPLETELY STABILIZED. HORIZONTAL/VERTICAL DATUM (FROM SURVEY: HORIZONTAL DATUM: NAD'83('91), WASHINGTON NORTH ZONE COORDINATES, EXPRESSED IN U.S. SURVEY FEET BASED ON GPS OBSERVATION OF CITY OF FEDERAL WAY CONTROL POINTS. VERTICAL DATUM: BASED ON CITY OF FEDERAL WAY CONTROL MONUMENT FW 144 TOP OF MONUMENT INSIDE CASE LOCATED IN THE CENTERLINE OF SOUTH 320TH STREET, 0.20 MILE EAST OF 1-5 OVERPASS. ELEVATION = 462.93 (FT) NGVD 29 T.B.M. PK NAIL WITH ESM CONTROL WASHER LOCATED IN THE CONTERLINE ACCESS DRIVEWAY LOCATED 31T EAST OF THE INTERSECTION OF S 320TH ST AND PETER VON REICHBAUER WAY SOUTH AND 49' NORTH OF S 320TH ST. ELEVATION = 405.02 NGVD 29 GENERAL 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 7-08.3(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, 4-2, 4-3, 4-4, 4-5, 4-8 OR 4-10. 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%-70% PASSING; 2"-4" ROCK/30%-40% PASSING; AND -2" ROCK/10%-20% PASSING. INSTALLATION SHALL BE 1N ACCORDANCE WITH KCRS DRAWING NUMBER 7-024 OR AS AMENDED BY THE APPROVED PLANS. RECYCLED ASPHALT OR CONCRETE RUBBLE SHALL NOT BE USED. 8. LOTS NOT APPROVED FOR INFILTRATION SHALL BE PROVIDED WITH DRAINAGE OUTLETS (STUB -OUTS). STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUB -SURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2 X 4 STAKE MARKED "STORM". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS 7.03 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. G. THE CITY DOES NOT ALLOW TAP -IN OR CUT -IN TEES ON MAINS FOR INDIVIDUAL LOT DRAINAGE. PERMIT NO. 17-104861-000-00-CO CITY OF FEDERAL WAY APPROVED DATE z Y w o2Q� Qo°_a �wT -� Q w w o m =uwj0L' - 1- Q U Un F- Z �00Zwz O z�o�z oare w �amoQ Wow z Z U www:)F, 0 re 3 �- 0-UoQw o<U)�U Iww=>Z _jw z_ Wuim: o Uf->-O:) UaSmh-m Q o 0 o 2 ww w>-zo m wODQ Q Q 2 Q 0 nuj<on w z Rf U �; co C6 gymn`` NN N L L m U-) Lo Ui �wQ oo m a)> N N CDcq J a ! L Lo W. �\�pPN 0 w N N co m Z Q M 0 CD o Z (D 05 Z Q C) NQ - 3: s ~O J 0 < D..n� B-ofZ W � W W a Z��- ZIWiuj W W Z U 2 U W U�IY U Q=0 o Z Y a /coo E- W p U) W pp 7 WLL N CNI w C) w z �- o o d PROD. MANAGER: TG DESIGNED BY: B1 DRAWN BY: DS CHECKED BY: TG SCALE: AS NOTED REV. SHEET 8 05/08/2018 A of C� ,. R CA D A E IF G Fi A A` K � K A w B • C w D w E IFH G T � I � i K1 n a w U Z 0 0 N x 0 O gQ as uw Z m m a-1 J � >LL 6 =IrK �4 _w H N >C/) �F- aw �w U)U) Q N Z U)E 00 N 0 �U) z= O N U) C:, 0 (' N > O Q fn �W 7 J w Q = w U?a� w� U-a C = of o00 M � o N oQ � J a Z w 0Q a cn U � (n < N Z ZW a U) ✓� Z ul maw �wW a�> " 0 coma SOLID WALLS FILTER MEDIA FOR DEWATERING STANDARD STRENGTH FILTER FABRIC -�, GRATE 'CATCH BASIN CATCH BASIN � GRATE �) ! OVERFLOW II I (� ME POROUS BOTTOM CATCH BASIN INSERTS PER KING COUNTY SURFACE WATER DESIGI NOT TO SCALE JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. II ( itIt _51������ 6' MAX. I MINIMUM 4"x4" TRENCH I H BACKFILL TRENCH WITH NATIVE SOIL OR 3/4"-1.5" POST SPACING MAY BE INCREASED WASHED GRAVEL TO 8' IF WIRE BACKING IS USED i 2"x4" WOOD POSTS, STEEL FENCE NOTE: FILTER FABRIC FENCES SHALL BE POSTS, REBAR, OR EQUIVALENT INSTALLED ALONG CONTOUR WHENEVER POSSIBLE FILTER FABRIC SILT FENCE PER KING COUNTY SURFACE WATER DESIGN MANUAL B NOT TO SCALE CO 1 NOTE: ONLY TO BE USED WHERE PONDING OF WATER ABOVE THE CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES. NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 C.F. OF STORAGE, THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN BE EASILY MAINTAINED. 2"x2" BY 14 Go. WIRE OR EQUIVALENT, IF STANDARD —tea STRENGTH FABRIC USED FILTER FABRIC No � DR IVEWAY SHALL MEET THE / REQUIREMENTS OF THE PERMITTING AGENCY Op.O � FL ITTHAT THE IS RECCOEM E CROWNED SO THAT / � RUNOFF DRAINS OFF PAD THE INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT 4"-8" QUARRY SPALLS- / cZ G GEO-TEXTILE PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA TEMPORARY STABILIZED CONSTRUCTION ENTRANCE E NOT TO SCALE Sbsw Flans Must l3 Pbc4d Along Slops Contours` Sediment, Organic matter, — Mid natft seedsera captured behind #itt reins. STRAW WATTLES NOT TO SCALE C C01 DETAILS F NOTES, 1. INSTALL CLEANOUT EMERY f60' £" SEWER RUMS'. 2. CLEANOUT PIPE, PITTIN(5S; JOINTS, ETC. TO CONFORM TO SEWER. MATERIALS AND INSTALLATION PER SWSSD. ELEVATION CAST [RgJN RING SEWER CLEANOUT NOT TO SCALE PERMIT NO. 17-104861-000-00-CO CITY OF FEDERAL WAY APPROVED DATE LAKEHAVEN WATER &SEWER DISTRICT APPROVED DATE G A H I K U) z Y w p 2 Q Qcod w - 'Q-i= uj ofz}� 1 w w Z) m =re0UJ ~QUU)� Z Z w Z Z_jo:Dz > pQ=w� WUJZZ 0 U-wwp1 }of_� gUUQw p<Uj�U I- Lu > Z -j w p uj _ 2: Z J UI- «s m � 0° Q - Q p ui LU >- z 0 m Wa,°< U Q 2 Q Q p 1� zd TW -Fl -J u., z 4 NT N 0 �ptlS o� L — n ch � L 0 mN l.C) m ) a) oo� � � N N NO J d w L OF WASh Dig( Ti on elein T pp• n 476 10. I]i MN 1 5 N 00 O CD o 00 Z � Q --a U) m —I C) Q , >- Q Q � N � 6 N Z �O �J� C) U) ��_j ui W LU t Z� zLLr) U 2 w W F U V 0 � Q = SUS 3:c) Z Y Q M 0� C/) LIJ 0 0 7 IQ LWL N N h w w O O Q_ PROJ. MANAGER: TG DESIGNED BY: BI DRAWN BY: DS CHECKED BY: TG SCALE: AS NOTED REV. ISHEET 05/08/2018 AOF $ m A A B A C ♦ D A . u u U C v r v n Lel W U z O 0 N x 0 0 > co 00 U) LLJ W Z J _m Q J J ->LL UT nrf (yQ r �w ow �W U)U) = J �a N Z cM MC) C)U N o � 53U) (_ Z �N N o� 0 (� N O N 0 QU) F- J w Qw w to 0 w Wa W N o00 M N U3OD N O W �o QW Z oU) U , Lo Uo (n QN Z cl W W J J 4 UU) dQV '0 Wm I o U) �ww � o UaQ ilm ram mm 1 #3 BAR HOOP 2 #3 BAR HOOPS #3 BAR EACH CORNER #3 BAR EACH SIDE / 4 �a0��o 0 o 5 Is. _l � 3p •. Sry 6 e 0. / 12" FRAME AND GRATE 6" RISER SECTION 12" RISER SECTION PRECAST BASE SECTION (MEASUREMENT AT THE TOP OF THE BASE) #3 BAR EACH WAY NOTES: 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M 199) & C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS. 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MIN. ALL PIPE SHALL BE INSTALLED IN FACTORY PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAM. PLUS CATCH BASIN WALL THICKNESS. 6. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX. DIAM. OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. 7. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 5'-0". 8. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1 /2"/FT. 9. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. 10. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 11. EDGE OF RISER OR BRICK SHALL NOT BE MORE THAN 2" FROM VERTICAL EDGE OF CATCH BASIN WALL. CATCH BASIN TYPE 1 H NOT TO SCALE CO3 1 1 /8" TYP. BAR 7/8" TYP. SLOT i a C�) SlNvim1 Od ON diN vw3as Ol -�lddl(10 1 7/8» TOP VIEW 23 3/4" R=7 1 /4" �/8„ 23 1 /2" SIDE VIEW N 1 /2" SLOT DETAIL SEE NOTE 1 SEE DETAIL A N 3t s co n 1 '3 t 3j f DETAILS 11" 3/ BOTTOM VIEW 17 3/4" c— N N 1 /4" END VIEW 7 1 /4" FOR MACHINING CLEARANCE THIS BAR 1" THICK (TYP. 4 PLACES) BARS 1 5/8" THICK THIS AREA BARS 1 3/8" THICK THIS AREA LEVELING PADS 8— 3/4" X 1 3/4" X 1 /8'" NOTES: 1. SLOT FORMED AND RECESSED FOR 5/8"-11 INC X 2" SOCKET HEAD (ALLEN HEAD) CAP SCREW. 2. GRATE SHALL BE CAST IRON PER ASTM A48 CLASS 30 UNLESS OTHERWISE SPECIFIED. I �I L5/8" STANDARD HERRINGBONE GRATE NOT TO SCALE PERMIT NO. 17-104861-000-00-CO CITY OF FEDERAL WAY APPROVED DATE R A C A D A E F A G A H I i _ K Y Z UJ W ui Q o W JQJ= wx —f- x , w W W m =of0Wt.. ~ Q U U Z�zwz z JO 0 J Z i Q w 0 wOZz0 I. W W D 1 OJwU) n < Lu 0 C6 C) ul 1- Wj Q Jm W z — w W = z o U.tsm�m Q-no o5;WW w>-zo m w0 Q 2 Q LLJ W o J Z W z o cc cu �o� �� rn — (p U) r cei cYi c Lote+a)"rn toP0)O �L<Om ON N C) J 0 LL M® N N T_ m Z Q M 0 CD o 0 E3 m Z _j Q j CQ � C) Q m i- ��6 � 0 f~- W co ui W Y ry W W 0 W W Q E-- w U5W C?� 0 ryo Q 2 Z Uj J M L 07 WO U) uj o `uj Q LZ N w W z O O CL a PROD. MANAGER: TG DESIGNED BY: BI DRAWN BY: DS CHECKED BY: TG SCALE: AS NOTED REV. SHEET 05/08/2018 q O e mh 0 0 v N X O O O W Z w d J J J � LL U S ry � Q S W LU F- N_ > U) K H ow �W t- _ �U) S -' o Q oz Cl) U) ry, 00 (N ' U) Z H �o Q co C, O t7 N N Q (n W J W Q W C� S W w� u- a N S U> o- Cl)CN N 00 O in N O LLl Q Q W Z > 0 � U , uO co o Z N W W J ao.. z Imo moU) �ww u- > 00 LL QH C)