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17-104851 (2)
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REPLACE IN -KIND IF DAMAGED EX BLOCK WALL AND STAIRS TO O8 REMAIN. PROTECT DURING - CONSTRUCTION BUILDING TO REMAIN. - OEXISTING PROTECT DURING CONSTRUCTION a SDCB RII " I , IE=41 e I/ IL e�1 1 IE41S. 1Ld SOS. S -D SDCB RIM- eS I .= "0 CM r .....» »»» i t s> LILT �IT� ` € IE-41 e6O 6 � � Lf- 0; �' 1 E_ _, / SECORIT ` CAMERA I=413e27 1 0 CI P S I V1a w UHF Ld SDCB B R I M =4 1 B e S SDCB RIM.�41 6.91 �� ROCKERY �B IE=41 5e9D 12 CAP N } r IE=412.0 12 CMP N [p 9Y� y��� }} y 3$ F E46.14 = ` 6 e x "'`i 6 0 M F E e»,.».:,«x<e,e. � a IE12e 1 1 C� E g IE41 De4 120 CP S A`I ' L_T 1 e9 1.45 , [ IE=412,0 12" 0 CMP S '10 ASPHALT ...Mr c ISM , nnn 1SS I 1 1 e Sw,,w ,m... s B m SICK »m� ».... w I L 2A8X 1. SDCB RIM P L ,...H , MID 1 PVC CHANNEL . 2 M / IE414e6 IE=4OBe,35 (N—S) STAIRS »» 0' Ln IE 4146 a ... . d i A _ t1 $ CONCRETE �'AL��A°` �� 2 1—BLOC BALL �`IT� H1 0 LuLli CH FENCE 1 f III A #b �, H a MRET,77A h .,» 3 MAILBOXES / MAILBOXES 8" AC WATER � � � a u �.» . I-LAL �41 ..». a:....» ».»».....» 2 a B 1 e r 0 Ei "Al ASS F E�LALT �a 1 1, a � .wx �• a�. % r ` m f cn- I E F IASPHALT 41 L r TELEPHONE < CABINET »_ �" < P 3: :. e A I i L ASPHALT LLJ 1` w »» m ¢ � fw < Ld aLLJ 7 = Ilex ,� _..,...» t C fat L€ i Lei 0 Lul: .. 0.. I t w I I a SDCB RIM =41 _ -1 _.. ...,.._ I} 1 I E 41 D,1 12'�� C P w w "LT" .. j I IE=409e9 1 P E x 5 » R 5 r. r SJ3 I ' ,� I 11 IE I Deg• 2�g1lF T'��� co $ q.; y .rw, i ° ES 2 � x � € � *d a� I i •33 I� � CONCRETE. WAL� z � _ o ; ._ eheo.rr L .a ASPHALT � � x � x � � � -( ASPHALT m. 1 eB ` ..r � �` . _._. � • , � F „e»»_ »r,»»».». ..„ €-. � POWER VAULT SDCB P I � = 2 F LAIN � x IE41 1 e2S 12 CMP I 1 BRICK WALL a _ �' �ti IE=4, �.27 B 0 CMP E .. I � rl � � � ._»»w, ��.. �...�:� � � »,,, SSIff R►M�.....41 e01 ...���». ' P �- UGP-� ; sr -4- 1 MID I 1 U C CHANNEL I I E L1,09 � �� � IE=41 12 � CLIP " v...�' I AS LT w r •!" IE=404e41 (N—SE)SD \ I _,. P 1 ASPHALT CD / �., _ �: AS I�IALT F-...z.�...... / . / 1 S D B RIM = 412 e 6 ,..> ,...,.. _ — QOICIEE WALKWAY +/ IE= 1 12"0 Chi 1 f ESI T U:t ESMT IR- T----- X -- X a X --.�� Ll ASPHALT 5 _'~^_`�iT w _ X X_ X �� J 4E� LAW `— �' "" — fLA I 1 POWER VAULT � w liap f CONCRETE RETAINING' IDE-PRESSED CURB AND CUTTER WALL 1 es HIGH WITH vo a U- .�_j ~. s 5e51 HIGH FOOD FALL SID i1G ,d :..� AS PI IALT 1 w », Z I .� _SSiT LS LIGHT WITH I c _ SECURITY CAMERAcl � � _E 0 w » VA I _ STAIRS 1 NO PARKING I� SDCB RIM=4 e7 1 , CENTER PLAZA - BUILDING 1y2E < s €� Ste- - SFT I -:_w------�-�— 5 ; ' 7� SASPI A _� F L 6HT WITH NO PARI C ECURITY CAMERA f SDCB IM8.45 IE=413�3 12" 0 CMP N a cn N ''" €'77 .� GATE }.. """� 3�. v *INSTALL PERIMETER PROTECTION, SUCH AS SILT FENCING, £ II I I SIGN f N COMPOST SOCKS, OR STRAW WATTLES IN ACCORDANCE ? �% �.�77_..._ _ 't� co WITH APPENDIX D OF THE 2016 KING COUNTY SURFACE i I U - wF c� O �-- F 1, � !�� POWER� >AU L. T � J � � ° -�w F e 3 M WATER DESIGN MANUAL ..».. � PB o L PnWFR VAULT RBA N x c' EKITWY CO C c, N oW Qw �w w w� W LL� U) _co 04 Wr O M 00 aw Z a . ULo 5 � � � � � _ � � SIDBVAL E l 1 SDCB RIM=41 1. 7 ,. ICAA 'OVER A I ; % IE=4OBe4O 1 5CIP I ASPHALT`» VAULT � � F � POSER I �� ,.. ^ ....I x,. : 1 VAULT IE 4OB. 1 CLV1R S 1� °��T 1 S I w 1 RED LOBSTER) SDCB RIM41 1 e �Og �-- I- 4e �� z M �� ASPHALT O� w IE=4DB» 2 1 0 CMP S 3,2 _ ». 1 ASPHALT M» e 1� BUILDING � ,O 0 HEIGHT 1 Bs I CONCRETE�� PERMIT NO. 17-104861-000-00-CO ASPHALT Z o 2 I . _ CITY OF FEDERAL WAY ww AQDJAf- ....w ..;. >.,...:.i �i �. , ___m__. , ? .. BUILDING ao5 8 �> Z wm0 mo �ww Z u > 00 u- 2 UO U�a A A B A C A D SHEET LIST 7 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 06 A S 7 C07 DETAILS TESC PLAN APPROVED ^ 2 -2 e2� q L= O TRUNCATE DOME 8" IRON r "CATER LI� N 5- 43 , 2e53' Ny 5� 42' L,o95' RESUBMI77ED MAR 14 2018 CITY OF FEDERAL WAY COMMUNfTY DEVELOPMENT E • F A G A H A I • J • K U) z Y w 0 a fU) tom- wwaU' .. w w J Q 2 waU~ 1 w Z m. 000 0 �Q0w� 06 0 w z w w JC7ZU O W W ZOp� 0a�a w�Qm04„C .� UU w1w,ZZL'. O , w cA .. a a a>'�Q U (n p Obw 00 oW>>z (� (� -� w W W 2 z W W o H>- 0 R R UoSm�m Q�oo w}z0 m ooQ Q Q 2 p cow r- 0 M F_ M p o CL Lu uj z N w z i N N 0O p d � L W L 0) Lo Lo 0) m° =3L oo� Y N N NN m d LL Lo 4765 18 /ST NA iv Q 6-1 N oo Z Q M Z co (O �-/ Z 0 Q co J IC) Q J Q 6 N N QzOLu QJz o LLI LL.I W 0 U Zn=� ZLLw �- U 2 W U 1- LLJ � (Uj0 U Q= c/) o Z W .I 0- � U) w o 0 NN Z W � N W W z O O a PROJ. MANAGER: TG DESIGNED BY: BI DRAWN BY: DS CHECKED BY: TG SCALE: AS NOTED REV. SHEET 1 I 8 3/13/2018 2 OF col -------Le - F W S U Z_ O O v N X O O M_ p p W W J m J J LL LL. U`S U p � � Q Z bi Q _N d U J LLI > W U = IU UJ Q S Z O (D N q, M O co O N U O N S Z O N j co Q U Q' O p N i O (>� N > LU p W } U Q H W W W p d W W O I- U) N_ S M C O p N N M M U Om N O W N F- p 0 Q W Z > 0 U) U . Lo 2E U o (n Z N H W p co d W U U d p U Z Wm0 m wW U � �W> Z 0 p 120 F- U Q Q w U z 0 0 N x 0 0 M W w J m J J LL w fy �f Ua Q N J � a� J_ > W S U1(n U) J a = Z N M o U 0 C) N U) O �C) Z(N N j M U, N uj C>7 N > H aw W W w� w w n. wrn 04 0 O M M O M N O W _I 0 aW z> oU) U � � �Uo (n a N W w J a U) R Z } Wm0 mom 2 w w Du- > LL0U �o U A a A B AA N 1 20 10 0 20 40 SCALE IN FEET LEGEND: CONCRETE ............ Ll ASPHALT ASPHALT GRIND AND OVERLAY L LANDSCAPE 2IABBREVIATIONS: BM =BENCHMARK BOTS = BOTTOM OF STAIR 0. CB = CATCH BASIN CL = CENTER LINE CONC = CONCRETE CW = CONCRETE WALK GR = GRADE EL = ELEVATION EOP = EDGE OF PAVEMENT 3 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 PC = POINT OF CURVE PT = POINT OF TANGENT RT = RIGHT STA = STATION 4 STD =STANDARD TOC = TOP OF CURB TOP = TOP OF PAVEMENT TOPS = TOP OF STAIR TYP = TYPICAL ■rim 11 TOTAL NEW/ REPLACED IMPERVIOUS SURFACE BEYOND FIRE DAMAGE: ASPHALT PARKING ALONG EAST SIDE OF BUILDING 2,778 SF ASPHALT PARKING ALONG WEST SIDE OF BUILDING* N/A BUILDING AND SIDEWALK AROUND BUILDING** N/A UTILITY TRENCHING/ RESTORATION*** N/A TOTAL 2,778 SF * GRIND AND OVERLAY WILL BE UTILIZED FOR THE ENTIRE ASPHALT PARKING AREA SHOWN 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. ** 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. *** 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. KEY NOTES DETAIL/ KEY NOTE SHEET O6" ROOF DOWNSPOUT (TYP) 2 O 131 LF 8" SCHEDULE 40 PVC @ 1.00% MIN _ O49 LF 8" SCHEDULE 40 PVC @ 1.00% MIN 2 75 LF 6" TRENCH DRAIN ORIM 415.34 - 6" IE (NW) 412.50 113 LF 6" TRENCH DRAIN O5 RIM 414.97 - 6" IE (NW) 413.94 6" SCHEDULE 40 PVC TRENCH DRAIN O TIGHTLINE AT 2.00% MIN SLOPE ORIM 8" SDCO 415.37 D/C06 8" IE 413.72 ORIM 8" SDCO 415.42 D/C06 8" IE 412.41 TYPE 1 CB W/ SOLID LOCKING RECTANGULAR COVER RIM 416.41 H/C07& O 6" IE (W) 411.92f_ I/C07 1 2" IE Mi 41 ,86 12" IE (S) 411.82 ' MI SU P PERIMETER FOOTING DRAIN -4" PVC PIPE IN 6" MIN GPERFORATED WASHED GRAVEL, WRAPPED IN - NON -WOVEN FILTER FABRIC (TYP) G4" G FOOTING DRAIN TIGHTLINE @ 2.00% _ MIN SLOPE a8"IE412.19 8"Z' ' 2 6",LE 41 .27 12" AREA DRAIN GRIM 415.35 _ 4" IE (N) 414.00 2' MIN SUMP 14 PROTECT EX UGP DURING CONSTRUCTION 1 PROTECT EX SD DURING N§JFUC ON 16 6" S CO RIM 415.43 D/C06 6" IE 412.93 17 118 LF 6" SD @ 2.00% 2 - sc7 LF 6" SD @ 2.00% MIN - WYE O6"x6" 19 6" IE 410.57 48"0 TYPE 2 CB W/ LOCKING ROUND COVER RIM 415.30 20O 4" IE (N) 412.00 (FTG DRN) J/C07 & 6" IE (NE) 410.50 K/C07 1.2" iE f try; 409 .<.: 2' MIN SUMP ASPHALT GRIND AND OVERLAY. GRIND EX ASPHALT 1" MIN AND OVERLAY TO 21 MEET SPECIFIED GRADES SHOWN ON SHEET CO2 E Ifr w' 1 SDCB BARKING ! t� 4o,,C,� SDCB RIM-41 .7Ls I -A 16,29 6 "0 C14�� ASP AST �t ISO PARI G Ld V) n I w fdiw z �U �- CENTER PLAZA - BUILDING B SDCB RIM=4 8.40 IE=41 .37 12"0 CMP N IE-41 .00 "0 CMP W I .-41 27 12"0 CMS' n vI SDCB RII I.41 . IE-41 : 1E=41 5. D-- -AASP� S . � . y3 _ SDC8 I IM 9.5 I -418. 1 1"0 CMF LIGHT/ WITH � I� ECORITY CAMERA z I ' « «..u..... DCB RIM=41 . �T SDCB RIM -416. 1 I N I �� IE-415x90 12"0 C � I -41 2,00 1 �s CMIE=41 .14 6"0 CMS' L IE-412.1 1 0 CMP F " A� 1. ' X 1.4 ' e IE-412a0 12"0 CM A� LT I I ASPHALT 1 « S H, RIM=417.45 _,L g _ SDCB RIM .. ..._.. - I PA I Z\, IE=414,83 IE- 414675 R=215 L=50gz APPROVED DRAINAGE PLAN DA n BA C A p A E F AL G A H AI JA K cl) z Y w ❑ � Lu a Q� h l- � Lu z z <Q06Lu w w -i Q _ _ 2 �1551 Lu 1 O O w w Z, m U U T- o wo z W w =, ID - w w z E U_❑-, z �� 0QW° vU WCz❑zv LewLu LLJ w w O J � ~ d d 0(DQw z z ❑w CD no (D 00 J ❑ > z W ow=zo w w 0 F- 0 n d 06 m m Q ❑❑ ❑ ww w- Lou m ~ ~ _300 Q a 2 w 00 00 ch �co 0 0 C3 Ow uj z° -� w z A i 04 N EO d O O U 0 0pT7 L - (o u � r) ri t a) �rn LoLo rn 0:3LL oo 0)Q M U)Y > N N NO J d LLto W. Gq �P Tirr on 2 elein { .03 OAF SF�Isg�L S �ONAI. M® El 12115 N r 00 0 Z Q M O CD o Z � Z - Q c= m -J I) Q i Q 6 N Q N Z JOB �-1J /1j W Ill w o Z w Z LL Z U 5- W U w U w Q = v w o Z Y J cM W c) /n � LLJ0 7 W L.L N N t-� W w z O a PROJ. MANAGER: TG DESIGNED BY: B1 DRAWN BY: DS CHECKED BY: TG SCALE: AS NOTED REV. I SHEET 3/13/2018 2 OF 8 _ 7 - SHEET NUMBER 2 CO3 0 0 C D w E w F w G w H I w i • K 1 2 3 In 6- 65 w U z 0 o a N X O 0 M 0 0 w w J m J J U- U- m: 6 0� a Q _I > w J U)Q =z �� o_ co o� N N = Z� N j co aU N o (� N O w aF �= 7 � U) w� oa W u. rn U =m M N O cM oa QW Z> 0 U) (n Z N ww� a v 8 W} Z m0 m0U) �ww Z> u-20 U) U Q Q N 20 10 0 20 40 SCALE IN FEET LEGEND: CONCRETE v KEY NOTES DETAIL/ KEY NOTE SHEET 0 BUILDING IS TO BE EQUIPPED WITH A NFPA 13 FIRE SPRINKLER SYSTEM (INTERIOR SPRINKLER SYSTEM DESIGN _ BY OTHERS) (D( NEWC�¢ONNECT ON TO EX SEW R lL„ 6" I E 4 6.62 ORECONNECT UGP AND UGT SERVICES TO NEW BUILDING - O NOT USED - L2\ NEW CONNECTION TO 12" AC WATER MAIN 1 EA - 12" X 6" TEE (FL) O1 2 EA - 12" GV (FLXMJ) EA - 6" GV (FLXMJ) G/C06 2 EA - 12" SLEEVE 2 EA - 4± LF 6" DIP CONC THRUST BLOCK OFIRE DEPARTMENT CONNECTION (FDC). 3' MIN SEPARATION FROM FIRE HYDRANT - (D6 LF 6" DIP FIRE SUPPRESSION MAIN (SIZE TO BE CONFIRMED BY SPRINKLER DESIGNER) - 6" DOUBLE CHECK DETECTOR ASSEMBLY WITHIN VAULT (SIZE OTO 8 BE CONFIRMED BY SPRINKLER DESIGNER). POST F/C06 INDICATOR VALVE (PIV) TO BE LOCATED WITHIN VAULT OR BUILDING (FINAL LOCATION TBD BY OTHERS) G55 LF 6" DIP FIRE SUPPRESSION MAIN (SIZE TO BE CONFIRMED BY SPRINKLER DESIGNER) - APPROXIMATE LOCATION OF RISER ROOM. SEE G ARCHITECTURAL PLAN FOR DETAILS - 11 PROTECT EX FIRE HYDRANT DURING CONSTRUCTION - 12 G REPLACE EX CURB IN -KIND - APPROXIMATE LOCATION OF EX WATER SERVICE (NOT 13 INCLUDED IN SURVEY) NEW GAS SERVICE CONNECTION TO BUILDING. FINAL GAS 14 METER LOCATION TBD BY OTHERS Z2 15 RECONNECT EX WATER SERVICE TO NEW BUILDING - 16 NOT USED - 17 REROUTE EX GAS SERVICE TO NORTH SIDE OF BUILDING - 18 NOT USED - 19 22 LF 6" SSS @ 2.00% MIN - 6" SSSCO 20 RIM 415.43± D/C06 6" IE 412.38± INSTALL TWO GREASE INTERCEPTORS (SCHIER GB-250 OR EQUIVALENT) IN SERIES RIM ELEVATIONS TO BE FLUSH W/ SIDEWALK FG D l.00CUPANCY 6" IE (NE) 412.44 (INLET) - 6" IE (SE) 412.44 (OUTLET) MEP TO CONFIRM SIZING. ADDITIONAL GREASE INTERCEPTORS MAY BE REQUIRED DEPENDING ON BUILDING 22 3 LF 6" SSS @ 2.00% MIN - 23 6 SSS CONNECTION TO BUILDING _ 6" I 412. 0± BUILDING TO REUSE EX SEWER STUB(S) IF IN ADEQUATE GCONDITION OR INSTALL NEW 6" SEWER STUBS @ 2.00% MIN - SLOPE. REPLACE ALL DISTURBED PAVEMENT IN -KIND NEW CONNECTION TO EX SEWER 25 I U' I E 407 30± 6" IE 408.62± D/C06 INSTALL 6" SSS W/ SSSCO FOR FUTURE CONNECTION OF DUMPSTER ENCLOSURE DRAINAGE 26 1 EA - 90° BEND (MJ) CONC THRUST BLOCK G/C06 27 67 LF 6" DIP FIRE SUPPRESSION MAIN (SIZE TO BE CONFIRMED - BY SPRINKLER DESIGNER) 28 68 LF 6" DIP FIRE SUPPRESSION MAIN (SIZE TO BE CONFIRMED - BY SPRINKLER DESIGNER) 29 11 LF 6" DIP FIRE SUPPRESSION MAIN (SIZE TO BE CONFIRMED - BY SPRINKLER DESIGNER) 6" FIRE SUPPRESSION MAIN POINT OF CONNECTION W/ 30 BUILDING. BUILDING FOUNDATION TO BE SUPPORTED AS - NECESSARY DURING CONSTRUCTION k . g S'DCB RIM 41 . 0 1-- 41 ,2 6"0 CMIPI E SD 0 t � T b �41 — SDCB RII 41 So1, IE =41 3,1 12"0 CIVIR E=40o 12"0 CM 1E =41 CQC3 1 "0 CUMP �7~—� ----------- _ �� ` UGC--, UTILITY PLAN SDCB RII =415. IE=41594 IE=41 a I SDCB RII41 e51 IE 41 a 1 6"0 CI F SDCB RI IE=414-83 IE=4149 3� R=215 L 50az `4, 2s53' N * '4 2' 2.95 m z Y W 0 Q W � F_ �w WWU~w 1 00 wwZ)CO 000 0 =ofow�_ 06avzU,=- z w w �(U' zwz w w z°U- oziz E3 0a— w0 UU wwzz0 LLww=)F W W 0 J ww J~ a- a 0-0C�Qw z z w( V D U OO I-w>>>z J w > > UJ w Z w W 0 F-~ Z o' b 06 F- m Q 0 0 w >- z 0 m _j 0 O U Q 2 w °c° m Q o �� M O O W ui w Z V' N O (0 dL �C U �j O c- L m rn L0 V) m emu- ( 6 a) N N No °- L r K In W C. � yP �y Ti � son elein � te: .03 47651GIs �; ass ONAL N 00 0') Z Q M (D 0 O 00 0 � Z J Q W.0 _I mi- �oQ Q 6 N Z UJ N > < QZ CL cl a 5 Q w w L w P- W Q W W H U 2 U W O U U f_ Q 2 U o Z LLJ J M Y 0 U) W O W W Np 7 LWL N `Q w W z O O a PROJ. MANAGER: TG DESIGNED BY: B1 DRAWN BY: DS CHECKED BY: TG SCALE: AS NOTED REV. SHEET I 8 3/13/2018 2 O SHEET NUMBER C04 A A B A C A D • E • F • G A H I A J A K v K A . B C GENERAL NOTES 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY 1 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 10. 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 REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL 2 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 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 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 w SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS Z PRIOR TO CONSTRUCTION. 0 10. x 11. VERTICAL DATUM SHALL BE KCAS OR NGVD-29. 12. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A o RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER LL SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE O= 6 3:(-) WSDOT/APWA STANDARD SPECIFICATIONS. Zw Q N ° W 13. ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED T 5/8" CRUSHED ROCK AND COMPACTED TO 95% DENSITY. WHEN i Q TRENCH WIDTH IS 18 INCHES OR LESS, AND IS WITHIN THE TRAVELED N 0 WAY, TRENCH WILL BE BACKFILLED WITH CONTROL DENSITY FILL U ° 0. (SELF -COMPACTED FLOWABLE FILL) AS DEFINED BY WSDOT 2-09.3(1)E. THE AGGREGATE WILL BE 3/8-INCH MINUS. Z N 0 14. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED rr N TO 95% DENSITY IN ACCORDANCE WITH WSDOT 2-06.3. oW w co 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 N RESTORED IN ACCORDANCE WITH KCRS 8.03(B) 3. �C, o M 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING o w ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE o 0. EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO o Q PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO o �' u) PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF 7�U)o z Z o WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE I > $ TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC a w�z0 m m� 0 2iWW �w> �Oo 0W� U Q Q A A B C I p E 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. F G EROSION/SEDIMENTATION CONTROL NOTES (CONTINUED) H I 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. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND 14. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS COMPLETELY STABILIZED. FOLLOWING A STORM EVENT. HORIZONTAL/VERTICAL DATUM (FROM SURVEY): 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND HORIZONTAL DATUM: CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE NAD '83('91), WASHINGTON NORTH ZONE COORDINATES, EXPRESSED IN CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER U.S. SURVEY FEET INTO THE DOWNSTREAM SYSTEM. BASED ON GPS OBSERVATION OF CITY OF FEDERAL WAY CONTROL POINTS. 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. E 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 317' 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 F • G H 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 IN 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. • K U) z Y W wU) oWQ(D zz QO0sW w W J Q J 2 2i 2 w�U� �� w 1 00 wwSca U U =�00w� 3: � 06o(Dzc~n w w w W w Z O � z > OQw� m � U U wwzz0 W W w 0 a_ � a C_) w z z WW( UDU 00 �-W>>z J w » Q'=�zo � � U06m�m Q 0 0 O2ww w>-z0 m F J0 ry0� 2 U Q co 00 Q W 0 M co O o om Lu z N w z L Y d' N N �- O �, -� M 5w� oo� m C/) a) 0)Y N N N O � J LO -4 W. G�&�e, °F V\b Tir� CO =� :son Q elein e: q .03 0� n 476a�, GIs �SS�ONAI Eck !v 5 N O rn Z Q CO O O Z 000 � or) Z J Q :D J U) J I) Q > Q Q Q a U) 6 Z L Q J O °-C n OZ a-, Q ry w u E- � Cn P W W W Q W W U U W W O U U Q = U) o Z LIJ Q CO LL U) W O U) UJ O LwL N `Q LJ Oqt w w z 0 0 a PROJ. MANAGER: TG DESIGNED BY: Bl DRAWN BY: DS CHECKED BY: TG SCALE: AS NOTED REV. SHEET $ 3/13/2018 2 OF C05 A y B C D E IF G y y y y _ V V H V I K STANDARD STRENGTH 1 FILTER FABRIC GRATE - IIFI _ NLY TO BE USED WHERE PONDINGOF WATER ABOVE THE = CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN =1 I I CATCH BASIN I I) j EROSION OF SLOPES. CATCH BASIN � GRATE NOTE: THIS DETAIL IS ONLY = I OVERFLOW = SCHEMATIC. ANY INSERT IS SOLID I 0 50WED C.F. OF A TORAGE, HAS A MIN. MEANS WALLS — — TO DEWATER THE STORED FILTER MEDIA I I SEDIMENT, AN OVERFLOW, AND 2 FOR DEWATERING — = CAN BE EASILY MAINTAINED. POROUS BOTTOM I� II CATCH BASIN INSERTS PER KING COUNTY SURFACE WATER DESIGN MANUAL A NOT TO SCALE �01 0 0 o ' N x C)0 M 0 0 w LU J m J LL �= 6 U 0 UQ z L Q N J � LU a J LU 5; w 2 1- U) J Q =z F (D 0 N � U)O 00 o� N U) o = 0 z0 N j M �U) o Do (D N ow �w 7 r w 0 w L. M CO 2 00 0 0 N N M �2 O M ow J 0 ' Qw z> 0 00 U Lo � � o (n Q N �z0 W CO w � J U Q > anU $ z wm0 CO 0 In �wW > zoo w2i0 QQ� U J Q JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 2"x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC 6' MAX. MINIMUM 4"x4" TRENCH L__J BACKFILL TRENCH WITH NATIVE SOIL OR 3/4"-1.5" POST SPACING MAY BE INCREASED WASHED GRAVEL TO 8' IF WIRE BACKING IS USED 2"x4" WOOD POSTS, STEEEL 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 ( o NOT TO SCALE INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT 4"-8" QUARRY SPALLS DRIVEWAY SHALL MEETTHE REQUIREMENTS OF THE PERMITTING AGENCY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF TIE PAD �0' N 1'J / J zL, GEO-TEXTILE f PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA - TEMPORARY STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE z N 4 r F � � (1.2m) , Strew Rolla Must 1 Be Placed Atom Slope Contours Adjacent rolls shalt tightly abut { �.. Spacing Depends on Soli Type and ��`�� Sediment, organic matter, Shope Steepness .riand native seeds are l� captured behind the rolls'. 3"-5" (75-125mm) 8"-10' DIA. Live 11FIX11w Stake not to scale (25 x 25m►>Il) NOTE: t 1. Straw roll installation requires the placement and secure staking of the roll` n a tr=cb, 3%5" (75-125mm) deep, dug on contour. runoff must not be allowed to run under or around roll, STRAW WATTLES GAIN, STEEL OR ALUMINUM VAULT LADDER, SEE STANDARD PLAN 06 PRECAST CONC. VAULT SEE VAULT TABLE BELOW THRUST BLOCK DUCTILE IRON PIPE 6 SERVICE MAIN -SEE NOTE 4 w 3 INSTALL EPDXY NON SHRINK GROUT. TYP. ALL WALL PENETRATIONS FIN. GRD, SEE NOTE 3 3" CLR. MIN WHEN OPEN 3" CI MIN. 6" IN. COMPACTED D PT M£ TH BEDDING MATERIAL. OVER STABLE UNDISTURBED EARTH VAULT TABLE 2"MIN r- HATCH 15-MAX DOUBLE CHEO LIECTOR ASSEh SEE NOTE 1 PLAN 4" PVC VAULT DRAIN. SLOPE AWAY FROM VAULT 01/4" PER FOOT. SEE NOTE S.- ELEVATION DCDA SIZE MINIMUM INTERIOR DIMENSIONS ULDCASTLE MODEL FOR APPROVED EQUAL) LENGTH WIDTH HEIGHT 3" 4-1/2' 4--1/2' 3-1/2' 575-LA 4" 5--1/2' 5' 4' 675-LA/WA 6" 6-1/2' S' 4-1/2' 676-LA/WA 8" 7-1/2' 5-1/2' 5' 687-LA 612-LA NOT TO SCALE S< IRE, 114" LC-)NG' .� (.TALNLESS STEEL) PLAN NOTES. 1, INSTALL GLEANOLIT EVEFRY 1 SD' O^ G' SEVV R RUNS.. 2. CLEANOUT PIPE. FMINGS, JOINTS. ETC. TO CONFORM TO S 4ER., MATERIALS AND INSTALLAT10N PER 8%N'SSD, MATERIAL INDEX: CONC, THRUST BLOCK FORMED SQUARE To DIMENSIONS SHOWN. 1O BYPASS "TATTLETALE" 5/8"x3/4" METER (SECURED FROM DISTRICT). (TYP EACH END) O BYPASS DOUBLE CHECK VALVE ASSEMBLY (DCVA) (FURNISHED WITH DOUBLE j CHECK DETECTOR ASSEMBLY AS A UNIT) 4 U.L. APPROVED O.S.&Y. GATE VALVE, FLxFL (FURNISHED WITH DOUBLE CHECK ( DETECTOR ASSEMBLY) N J DOUBLE CHECK DETECTOR ASSEMBLY (DCDA), FLOW 5 FLANGED COUPLING ADAPTOR MJ SLEEVE (DUCTILE IRON/DUCTILE IRON PIPE), OR MJ, OR PUSH ON JOINT. DUCTILE IRON PIPE W/ WALL FLANGE i PE x PE Pfl THRUST RESTRAINT MJ FOLLOWER PER SPECS. J t- CAST IN PLACE SUMP WITH GRATE ! NOTES: 1. DOUBLE CHECK DETECTOR ASSEMBLY (DCDA) DEVICES SHALL INCLUDE RESILIENT SEATED SHUTOFF GATE' VALVES AND TEST COCKS, AND BE APPROVED BACKFLOW ALUMINUM ECCENTRIC ACCESS HATCH. PREVENTION ASSEMBLY (BPA) DEVICES PER D.O.H. APPROVED LIST. OUTLETS TO 42"x72" CLR. OPENING WITH SPRING TEST COCKS SHALL BE PLUGGED. ASSISTANCE (LW PRODUCTS MODEL NO HD-1D OR APPROVED EQUAL). CAST FRAME 2, THE BYPASS ASSEMBLY SHALL BE INCLUDED AS PART OF THE DCDA ASSEMBLY. INTO RISER SECTION. PROVIDE oLOCEsUA VAULT Et3UAL. ALL PIPING SHALL BE BRASS OR APPROVED EQUAL. PROVIDE TOP �332P OR APPROVED FOR H-20 LOADING, LOCATE HINGE TO RIGHT s€oE of LADDER WHEN CLIMBING} CENTER 3. HATCH SHALL EXTEND 6" ABOVE FIN. GRID. WHEN VAULT IS LOCATED IN HATCH ALONG VAULT LENGTH, CAST IN PLACE GUTTER AND DRAIN NON —TRAFFIC AREA AND BACKFILL MATERIAL SLOPED UP TO MEET HATCH FRAME, RECESSED HASP WITH FLUSH LID LOCK HATCH SHALL BE FLUSH WITH FINISH GRD. WHEN VAULT IS LOCATED IN A TRAFFIC - SPRING Ass€sT HINGE MECHANISM AREA. SLOPE PAVEMENT AWAY FROM HATCH WHEN VAULT IS LOCATED IN A TRAFFIC AREA, HATCH LOCATIONS ARE PROHIBITED WITHIN A DRIVING 3"CLR MINROAD/STREET SURFACE. 4. 12 1 NO GATE VALVE SHALL BE REQUIRED ON TEE BRANCH UNLESS WATER MAIN IS 12" BEING TAPPED OR TEE I5 BEING "CUT IN". IF VALVE IS INSTALLED, IT SHALL BE MAX OPENED AND BURIED A MINIMUM OF 6" FROM SURFACE WITH LOCKING VALVE BOX AND NORMALLY" OPEN (NO) MARKER UNDER CONTINUOUS OBSERVATION BY 6" DISTRICT, AFTER DCDA IS IN SERVICE. -ADJUSTABLE PIPE SUPPORT UNDER 5. PROVISIONS FOR THE ACCESS DOORS AND VAULT DRAINAGE SHALL BE IN THE EACH OS&Y VALVE 15q ROOFING FELT FOLLOWING ORDER OF PRECEDENCE: OR POLY SHEETING A) VAULT DRAIN TO DAYLIGHT, IF POSSIBLE. OVER GRAVEL, SEE B) VAULT DRAIN TO STORM DRAIN SYSTEM, IF PRACTICABLE. NOTE 5. C) VAULT DRAIN TO DRAIN ROCK SUMP, IF HIGH SEASONAL GROUNDWATER REMAINS BELOW VAULT FLOOR TYPICAL PLAN 01 D} Na VAULT DRAIN, TYPICAL PLAN 01 LAKEHAVEN WATER &SEWER LAKEHAVEN WATER 'SEWER' DISTRICT DISTRICT ��- DOUBLE CHECK DOUBLE CHECK DETECTOR ASSEMBLY DETECTOR ASSEMBLY (3„-10")3 10" DATE: 3-17 SCALE: NONE DATE: 3--17 SCALE: NONE DRAWN: JPS DRAWN: JPS CHECKED: TDO SHEET 1 SHEET 2 APPI� KRM OF 2 CHECKED: TL3D QP 2 sTB-190 REV a APPR: KRM DOUBLE CHECK DETECTOR ASSEMBLY NOT TO SCALE DETAILS F A G A H -T PAD ELEVATION CAST IRON RING _..._ ....... _ _. AND COVER z` IN PAVEV AREA GRAVEL 8" SEWER CAP SEWER CLEANOUT NOT TO SCALE 6" SEWER PIPE GAVEIEIDINC PLUG TO BE SEM EO IN THE SAME MANNER AS MAIN SEWER JOINTS CEMENT (--'--J BRICK 00° TEE SINGLE. _ PLUGGEDCROSS �. c WYE ' 0LIBLE. CEMENT PLUGGED CROSS BRICK 22-1 /2° B PLUGGED TEE 1S UNBALANCED 1 1-1/4' CROSS !-ICT21Z0NTAL & "F-> *-�" CONCAVE VERTICAL BENDS LATE VALVE BLOCKING TABLE CEMENT Eq BRICK B w~ S=PIPE SIZE (INCHES) N=NUMBER OF GALVANIZED STEEL. RODS D=DIAMETER OF GALVANIZED STEEL RODS STANDARD PLAN B-22a LAKEHAVEN UTILITY DISTRICT' KING COUNTY WASI`IINGTON CONCRETE. NOTES: THRUST BLOCKING PLUG OR GAP 1, ADDITIONAL BLOCKING SHALL BE HORIZONTAL & CONCAVE 111=PTIrIAI € R1t C S N D 4 y�. G.. 7 1/2- 2 1 /2;. 12" 2 1,., 16, 2 1" 24' 2 1 " `n Z Y w W W H I- I-WQU ww a< � wz�~LLi 1 O 0 ww�m� U U =�0w� ~QU(/� 03 O W U)Z W W J(DZ Z O >> QO —v— W W Z J 0 --I Z w } OQ�wO Ofc0m0Q U U LuwZZU O J W � W Q_ W w w 0_J� n CL Of >_ U7 U) Z Z UJ 0: D U 0 0 I_ LIJ > z ow=zo w w ��~-� .6 >- -00 Lu Z z 0 m H � 0 p Q Q Q 2 W °° °° I— N 0 0 Ow z N UJ Z Co L N o C0 00 L — (0 M ri c' c m rn M Lo rn m ) oo-0 0) Y > N N ON J LL L0 C`r`i W. Gq� b) tI TiCD on elein e: :t .03. 476Y2: ��ss ONAL � 3 !E 5 N 00 Z Q Cr) F O Z00 _Z _J Q U = m, _J Q Nab N 6 LLJ J O J J J Cr J Q w U J L1J 0 WQI— WLJ'p U UJ U U O 2 O z YCN Q M �U) LLI O 7 U)Np W � N i ........ ............................. ................ . - w O w THRUST BLOCK DETAIL rG o NOT TO SCALE C04 PROJ. MANAGER: TG DESIGNED BY: BI PERMIT NO. 17-104861-000-00-CO CITY OF FEDERAL WAY APPROVED DA E _,, _A,,,,, I& _*%� A, -*.- -*+- _/%� -^- DRAWN BY: IDS LAKEHAVEN WATER & SEWER DISTRICT CHECKED BY: TG SCALE: AS NOTED REV. SHEET _6 $ 3/13/2018 2 of -I— APPROVED SHEET NUMBER 2 AT 06 C E J K A Q r. V J K 65 w _ U Z 0 0 N X 0 0 co 0 0 w W J m J J U- w U 0 U¢ zw Q N J � a J w >w _ UI 07 U) J Q =Z C� 0 N a� m O U) o N U) o= z � N co U, N 0 0 (� N oU) Q� :w w J < U) w� wa LLrn co N 0 0 M N U)�2 O CO No W oQ J � QW Z> 0 Q 0 W U � (n Q N Z 0 W w � < J U > a 0 .. Wmzo m0U) �W"If �LL> LLzoo �o 0�� U Q Q 11 �I 1 #3 BAR HOOP 2 #3 BAR HOOPS #3 BAR EACH CORNER #3 BAR EACH SIDE s.. > s� fi Fj s" s3 12» FRAME AND GRATE 6" RISER SECTION 12" RISER SECTION PRECAST BASE SECTION (MEASUREMENT AT THE TOP OF THE BASE) #3 BAR EACH WAY CATCH BASIN TYPE 1 NOT TO SCALE H CO3 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. NOTES: 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M 199) AND ASTM C890 UNLESS OTHERWISE SHOWN ON FRAME & GRATE PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS. 2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN. CLEARANCE. 5 STEPS IN CATCH BASIN SHALL HAVE 6" MIN. CLEARANCE. SEE DWG. NO. 2-006, CATCH BASIN DETAILS. HANDHOLDS SHALL BE PLACED IN ALTERNATING GRADE RINGS OR LEVELING BRICK COURSE WITH A z X MIN. OF ONE HANDHOLD BETWEEN THE LAST STEP AND TOP OF THE HANDHOLDS ADJUSTMENT SECTION MANHOLE. TOP SLAB ^ (° - _> .'�.. (LEVELING BRICKS OR GRADE RINGS OPTIONAL). 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. ALL PRECAST CONCRETE SHALL BE CLASS 4000. ' • 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR < ' "' °" KNOCKOUTS. KNOCKOUTS SHALL HAVE WALL THICKNESS OF 2" 20" X 24" OR A; MIN. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. PIPES SHALL BE INSTALLED ONLY IN '`.•'`4 24" DIAM. FACTORY KNOCKOUTS UNLESS OTHERWISE APPROVED BY THE N 2OR ENGINEER. STEPS LADDER, ORIENT WITH INLET SO STEPS WILL 5. KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER � CLEAR PIPES. SEE DWG. N0. 4-4. DIAM. PLUS CATCH BASIN WALL THICKNESS. MAX. HOLE 48",54",60",72",OR 96» : SIZE SHALL BE 36» FOR 48" CATCH BASIN, 42" FOR 54" C.B., 48" FOR 60" C.B., 60" FOR 72" C.B., 84" FOR 96" C.B. MIN. ° DISTANCE BETWEEN HOLES SHALL BE 8 FOR 48", 54", AND 60 II C.B.; 12" FOR 72" AND 96" C.B. r 6. CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN _ ACCORDANCE WITH SEC. 7.05 OF K.C.R.S. AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621 D. X 1: MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. 48" DIAM.- 6" 54" DIAM.- 8" 7. ALL BASE REINFORCING STEEL SHALL HAVE A MIN. YIELD z 60" DIAM.- 8" STRENGTH OF 60,000 PSI AND BE PLACED IN THE UPPER HALF MORTAR `` N 72" DIAM.- 8"PRECAST 96" DIAM. OF THE BASE WITH 1" MIN. CLEARANCE. FILL FILL .` INTEGRAL INTEGRAL RISER. 8. MIN. SOIL BEARING VALUE SHALL EQUAL 3,300 POUNDS PER ° SQUARE FOOT. :.%:.' .°. -0" FOR 48", 54" & 60" DIAM. _ :.:: ..: ... °. .:: ' 2'-0" FOR 72" & 96" DIAM. 9. FOR DETAILS SHOWING LADDER, STEPS, HANDRAILS AND TOP SLABS, * 0000000000O 0 00000000 °°°°°°°° SEE DWG. N0. 4-4. °0°0°0°°°0°°° 7 MIN' 10. SEE THE WSDOT/APWA STANDARD SPECIFICATIONS SEC. SEPARATE CAST IN PLACE 7-05.3 FOR JOINT REQUIREMENTS. *FOR SEPARATE BASE OR SEPARATE GRAVEL BACKFILL FOR FOUNDATIONS CAST -IN -PLACE PRECAST BASE. 6" MIN. COMPACTED DEPTH ONLY FOR PRECAST BASE ONLY. REINFORCING STEEL (FOR SEPARATE BASES ONLY) REINFORCING STEEL (FOR PRECAST BASE & INTEGRAL RISER ONLY) 0.23 SQ. IN./FT. IN EACH DIRECTION FOR 48" DIAM. 0.15 SQ. IN./FT. IN EACH DIRECTION FOR 48" DIAM. 0.19 SQ. IN./FT. IN EACH DIRECTION FOR 54" DIAM. 0.19 SQ. IN./FT. IN EACH DIRECTION FOR 54" DIAM. 0.25 SQ. IN./FT. IN EACH DIRECTION FOR 60" DIAM. 0.25 SQ. IN./FT. IN EACH DIRECTION FOR 60" DIAM. 0.35 SQ. IN./FT. IN EACH DIRECTION FOR 72" DIAM. 0.24 SQ. IN./FT. IN EACH DIRECTION FOR 72" DIAM. 0.39 SQ. IN./FT. IN EACH DIRECTION FOR 96" DIAM. 0.29 SQ. IN./FT. IN EACH DIRECTION FOR 96" DIAM. "0" RING B CATCH BASIN TYPE 2 ri\` NOT TO SCALE DETAILS TOP OF SKID DE G 23 3/4" 2 i3/4" 2 3/8" 2,f 2 3/8» _I A 01 OO Q N N O R=3/4" SEE NOTE 2 CITY F RAL WAY 3/4" 1/2" LETTERS RECESSED nP TO BE FLUSH. SEE NOTE 4 LEVELING PAD (TYP) 8- 1 /8" X 3/4" X 1 3/4" PLAN COVER 5 8" 3/4" SECTION A -A 1. USE WITH FRAME DRILLED AND TAPPED FOR LOCKING BOLTS. 2. USE WITH TWO LOCKING BOLTS 5/8"-11 NC STAINLESS STEEL TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) CAP SCREWS, 2" LONG. 3. MATERIAL IS CAST IRON PER ASTM A48 CLASS 30. 4. THE WORDS "CITY OF FEDERAL WAY" TO BE OMITTED IF COVER IS ON A PRIVATE SYSTEM. FINISH DIM. ON LEVELING PAD. SOLID RECTANGULAR COVER NOT TO SCALE )ED LETTERS )TE 4. DRILLED LIFTING HOLE 3 1 7/16" 11 1/16" FROM CENTER 11 C~ 5/16 \ BOLT -DOWN DETAIL 1 /2" SQ. 1 /4" SQ. -� o COVER SKID DESIGN DETAIL 1/4 I L �, kf - 1 3/16� NOTES: 5/8" N 1. USE WITH THREE LOCKING BOLTS 5/8"-11 NC STAINLESS TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) CAP SCREWS 2" LONG. DRILL HOLES SPACED 120` AT 11 1/16" RADIUS. SECTION A -A 2. MATERIAL IS DUCTILE IRON ASTM A536 GRADE 80-55-06 3. DRILL THREE 1 INCH HOLES SPACED AT 120' AND 9 1/2" RADIUS, 4. THE WORDS "CITY OF FEDERAL WAY" SHALL BE OMITTED IF COVER IS ON A PRIVATE SYSTEM. LOCKING ROUND COVER K NOT TO SCALE CO3 PERMIT NO. 17-104861-000-00-CO CITY OF FEDERAL WAY APPROVED DATE � Z Y w W w H uiU) W W Q CD w W Q Q _ =IzrW 1 O O w w m UU =�Owf- Q U z z ''' w �(Dzwz w w Z O O Z Z J � � 0 0- 0 w ~~ 00 Z Z U U U U-wwDLL uj w w O J � wd wUCDaW U) z W (D (D O O ►-w>z cnv� oW=zo > >=r-� w w U >- O = U .6 m H m Q 0 0 OW } z 0 of n -� 0 O Q 0 Q 2 w 00 0000 Q - N 0 M CO O O uj z - N ui Ck On Z L Y (o dLo 0� 00 o � o L - (an) CO CO c a� m LO Lo 0) m w a o o 0') Y N N 0 J 4 LL vb Ti� CO =� : son 2 elein -3 e: .� .03 47692. ��SS ONAL mK, A €...I 5 N r 00 Z Q CO 0 (D O Z00 0 _z Q m J C) Q Q Q 6 Q Z LLJ Q U I- � J W W W 0 Z�� zLLW 0 W w U U CUj0� U Q= � o Z M Y Q � U) LU O U) 0 O WLWL N N w LU z O O w PROJ. MANAGER: TG DESIGNED BY: BI DRAWN BY. DS CHECKED BY: TG SCALE: AS NOTED REV. 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