The URL can be used to link to this page

19-10018830 �) 30� x ' — UNIMPROVED 30' UNIMPROVED ROW CDJ ; ROW 6 - _UNIMPROVED _ ROW _ _ W a EXISTING WATER SERVICES REM SVC# SIZE PURPOSE SERIAL # PHASE REMOVED RETURNED 23464 5/8" DETECTOR 99602808 2 272 (C1) 2" DOMESTIC 99611001 2 25645 2" IRRIGATION 99587035 2 VERTICAL DATUM NGVD 29 FEDERAL WAY VERTICAL BENCHMARK 2200-01 MONUMENT IN CASE AT INTERSECTION OF 1ST AVE S & S 312TH ST. PUBLISHED ELEVATION: 357.20' LAKEHAVEN NOTES THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH LAKEHAVEN WATER AND SEWER DISTRICT 'WATER SYSTEM AND SEWER SYSTEM STANDARDS' APPROVED BY THE WASHINGTON STATE DEPARTMENT OF HEALTH ON JUNE 8, 1994 AND ANY ADDENDA THERETO. 40 0 20 40 80 Scale T=40' L AI>UEHA'i'E "NX.kTER A.N-D SENITER DISTRICT 'Water Plan selver Plan Dated %.PPRON'ED FOR CONSTRTTC'TION .SUBJECT TO C1 ATNNGES -NOTED The District's review is not a confirmation of any dimension of gimtlties sho-%m in the plans tad will not relieve the Developer or Engineer from responsibility for plan errors_ �s,a changes shall be made to the plazas except with the consent of the District. Development Engineering _ianager Date The District's approval of this constructions plan will expire:_ one {1) -;ear from. the date of plan approval if constniction has not commenced by such date, or two 2) years from the date of playa royal if constniction has commenced_ SEE C-6XX SERIES PLANS FOR UTILITY CROSSING INFORMATION Know what's below. Call two business days before you dig. LAND USE/PERMIT SUBMITTAL - RESUBMITTAL #3 RESUBMITTED SHEETS 06/26/2019 E U � al M CU C > Ln Q L cm �N CU rNi N l0 O p 0. N .ai N 's Q • LWS D #6318021 .J 0 O Uj = M o Q Cl) cna co OC DC � a 0/ Q ;� 1�.�L/ I.L � N to J W W W W Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description Z4 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 A 6/12/2019 LAKEHAVEN RESUBMITTAL #2 A 6/21/2019 LU/PERMIT RESUBMITTAL #3 WATER OVERALL Cm300 20 0 10 20 40 Scale 171=20' STMH 504 R'M=435 r 1 2" CPP N i' 430 6 '> 2" IP 431 0.' i\ its i� I �I I / S1CB 05 R IM- 1 a„ CPP C It -43C b1 I �I I I CP� 3� �� CMP OVERFLOW � s I / i2 �,PC E=4 .94 \ _ FX _TUNABE TO -� 7"r 'A 4 al T-- LADDER NE V � it + C' �/ �� 2 CONC � / -- .` 0„ v Ij iL=437.43 \ 2v i 1 4,11 CN _ --- / Z�..___ —_— .� _— ___ — __ —._ V —._— --__ V-87- _-- _ - _ _ — _ -- .T _ _ — — t_ r sZC D E- 44 C 2 8 ! t 0 ---------- --- -- - F 'EX 8" DI WATER i\ - --- ' / — J- — — — --1. - -- - -- -- 1 CRD #WTR0204 �/ - / 1 _-=- --- -- _:- o---- - - - - - - - - - - N L E T C P a - <>„ C.I P f / '— -- -- ----- --- —. _...-- +70 10 'OQ , c 434.43�� L-43 �e`0 �.I 11+o.0 SOUTH 314TH STREET 12+00 \ ^' ti Q? g X A -i- { U - cT� A !I 1.... a ,__.< j 2 1 „ PVC - CONC LADDER W x � \ \ Tl i\ I \ I� \ 4`'1— I _N_ I I , o I EX 8" DI WATER CRD #WTR0204 VN j I T V 7 LF 6" CL 52 DI W ' 1 % ' J�; I � N 120329.8 E 1270047.9 WET TAP TO 8" WATER MAIN FIRE HYDRANT ASSEMBLY \,`� (1) 8"6" TAPPING SLEEVE A (1) 6" GATE VALVE (FLxRJ) PER LWSD STD PLAN B-19a-R I IO VERTICAL DATUM W W Ix 0 0 0�0 0 a \ X< i (A REMOVE AND SALVAGE TO LWSD EX W -.........■�.■■■■■■■.■..■..■■■�■�■■.■. rt■■.■■..■....■....: FIRE HYDRANT IN PH 1 I J X �9 I v IU _- --� a ° .44 ° `. . ` ••, IDi ° .� .tea a° ,4 A • nP.e4 i a ruuv 0 D SDO , 1 >SDC I as DC ----- - -- FDCO �%; �/i ,y�i i � Yam% ------ ----- --- - ----�- - °'� . ,�; • � .. k OOP i \ Ii \ \ a I MATCHLINE - SEE SHEET C-303 �a�I� ICI i 282 LF FROM ' POC TO EX VALVE TO THE NORTH I i ° 1'(4P EAS M-N °316 LF FROM POC TO EX - HYDRANT TO THE NORTH at \ \ 206 LF FROM - i; POC TO CL OF ,-S 314TH ST ROW 'I INTERSECTION I j ( FI 123 LF FROM j POC TO EX VALVE TO THE SOUTH 270 LF FROM \ POC TO PROPOSED HYDRANT TO .��THE SOUTH ! \ aa:_��.._..-1_ NGVD 29 FEDERAL WAY VERTICAL BENCHMARK 2200-01 MONUMENT IN CASE AT INTERSECTION OF 1ST AVE S & S 312TH ST. PUBLISHED ELEVATION: 357.20' WATER SYSTEM NOTES 1. THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH LAKEHAVEN WATER AND SEWER DISTRICT 'WATER SYSTEM AND SEWER SYSTEM STANDARDS' APPROVED BY THE WASHINGTON STATE DEPARTMENT OF HEALTH ON JUNE 8, 1994 AND ANY ADDENDA THERETO. 2. PIPE IS 8" DIAMETER, CL52 DIP. COVER 3' MIN OR 12" ABOVE TOP OF VALVE OPERATING NUT, UNLESS OTHERWISE NOTED. 3. SEPARATE WATER SERVICE CONNECTION APPLICATION REQUIRED TO BE SUBMITTED TO SEE C-6XX SERIES PLANS FOR LWSD FOR METER INSTALLATION & FULL SERVICE ACTIVATION, UTILITY CROSSING INFORMATION o Know what's below. Call two business days before you dig. LAICIERAN7EN WATER .N7D SEWER DISTRICT 11 Water Plan El sev" er Plan Dated APPRO"%TD FOR CONSTRUCTION SUBJECT TO t HAN-GES N-011D The District's review is not a confirmation of any dimension or quantities sho,%m ist the ply and will not relieve the Developer or Engineer from responsibility for plm =Grs_ No changes shall be matte to the plans except With the consent of the District. Development Engineering Al anager Date The District's approval of this cionstnaction phui will expire_ One (1) year from the flute of pl m approval if constniction has not commenced by such date, or two (2) years from the date of plan rr�val if construction has -commenced - LEGEND - - PROPERTY LINE EX CONTOUR (INDEX) _... EX CONTOUR 230 PROPOSED CONTOUR (INDEX) 231 PROPOSED CONTOUR EX BUILDING PROPOSED BUILDING CONCRETE WALKWAY HEAVY DUTY CONCRETE ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT (AC) PAVEMENT GRIND AND OVERLAY Q 000 000 EXPOSED AGGREGATE GRAVEL SURFACING MULCH SURFACING SITE WALL Cat ROCKERY VERTICAL CURB CURB AND GUTTER PRE -SETTLING BASIN/SAND FILTER W GRAVEL DISPERSION TRENCH LEVEL SPREADER - SHEET FLOW DISPERSION QUARRY SPALL DISCHARGE PAD AREA/YARD DRAIN h CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 ' - STORM DRAINAGE PIPE -------Y-------- FOOTING/SUBSURFACE DRAIN DETENTION PIPE ® STORM DRAIN CLEANOUT SDCOo FOOTING DRAIN CLEANOUT FDCO - DOWNSPOUTS DSO DOWNSPOUTS W/ SPLASH BLOCK SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION 0 SSMH BOLLARD • FIRE HYDRANT WATER FITTINGS WATER SERVICE LINES - ---- WATER METER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION KEY MAP LAND USEIPERMIT SUBMITTAL - RESUBMITTAL #3 RESUBMITTED SHEETS 06/26/2019 E cu Q NLo M N t6 M N cn U) = I pal, I C .Cn LWSD #6318021 t/) J O O V U) O V W = o co Q t/) F- Cn a o Q c N Q Oct ztoW — W W W W Q J W W W Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description 4 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 A 6/12/2019 LAKEHAVEN RESUBMITTAL #2 A 6/21/2019 LU/PERMIT RESUBMITTAL #3 WATER Cm301 ® / STA 120+04.9 2 ® N 120555.1 ♦ 1 d'` E 1270338.8 ® !1 + 1 CONNECT TO EXISTING 8" WATERMAIN o WATER CUT -IN TO BEGIN NORTH OF ♦ NORTHERN BEND. ADJUST TIE IN t ® POINT AS DIRECTED BY LWSD ♦/ 1' INSPECTOR IN THE FIELD. EX 8" DI WATER ® ' REMOVE EXISTING BEND CRD #WTR0894 1 (1) 8" TEE (FL) 300 LF FROM POC '♦ ,y ( (1) 8" GATE VALVE (FLxMJ) 650 LF FROM TO EX HYDRANT ON 1 ` (1) 8" GATE VALVE (FL) � POC TO EX NW CORNER OF S /♦ (1) 8" BLAPTER IND AD FLANGE (FLxMJ) VALVE ON NE 313TH ST I ( ) INTERSECTION a N VALVE BOX PROTECTED PAD PER CORNER OF S �♦ 312TH ST `� LWSD STD PLAN B-21 c L BLOCKING PER LWSD STD PLAN INTERSECTION ♦� �' c,�� z� - 1 _ _ Q '' _ J ' _. 0 40 STA 120+08.7----=---�= ---. EX 2" PVC WATER - - ' N:120,551.3 CRD #WTR0894-----`�------ _--------- -- -- r _ _- APPROXIMATE LOCATION OX E:1,270,338.7 -� - - __ FIELD VERIFY LOCATION/ELEV r WATER MAIN CONNECTION 2 TAP -_= �;z__ -__- ;. ....... 22 LF , .. PRIOR TO CONSTRUCTION _ WATERLINE AND NE P R LWSD STD E T �^ - 0 ROW 0 PLAN B-19h FOR MAIN -- -L __� --— -- --_ -- - --- - - �- - INTERSECTION r CONNECTION PROVIDE ALL 1 - o 1%. +A 1 -- --- T --- -_ 13+00 ".\ z MATERIALS AS NECESSARY To MAKE SOUTH 314TH STREET J J _ ,w KAA1 F rnNNFrT1nN Tr) Fk pvr. 15-4-nn 1 / 1 c i -- �� O ,f - F=.jco \ 1 U W � Cl) \ V.- W Cl) W1 / -SEE DETAIL SHOWN ON T THIS SHEET U 20 LF 6" CL 52 DI W ' 1 G 6" RPBA IN ABOVE c-3o5 GROUND ENCLOSURE _ (PRIVATE) FDC 1„ 11 LF 4" CL 52 DI W 1� 1 'f't!' 'r f PIV 20 LF 4" DOMESTIC WATER SERVICE LINE 4" TO 3" REDUCER (MJ) 3" METER IN- 1 C` 05 5' X 7' VAULT IRRIGATION POINT OF CONNECTION c-3051.5" METER WITH PREMISE ISOLATION (PRIVATE) TO BE 1 INSTALLED BY CONTRACTOR i SEE LA PLAN FOR CONTINUATION MATCHLINE STA 123+13 - SEE SHEET C-304 1 1 1 / 2 1 4 1 Scale lw=20' rpHASE 1 v `STA. 121 +87.8, 0.0' • RT CONNECT TO EX 8" WATER ' I KTIELA -Eiti NV_ TER A'wT SEWER DISTRICT 11 Water Plan Sete er Plan Dated 4,PPRON-ED FOR. CO STRL'CTIO SUBJECT TO CHANGES NOTED The Districts review, is not a confirmation of any dittiensican or quantities sho am in the plans and UTill not relieve the Developer or Eaa=irieer from responsibility for plan errors_ No change& ill be made to the glans except With the consent of the District, Development Engineering 2NIamager Date The Districtthis 's approval of tconstruction plan -vial expire_ one (1) year from the date of plan appro-%-al if construction has not commenced by such date, or two (2) years from the date of plan aDi3rovail if constr action has. commenced_ LEGEND I(1) 8" TEE (FL) — — PROPERTY LINE (1) 8" GATE VALVE (FLxMJ) 1 EX CONTOUR (INDEX) I (1) 8 ADAPTER (FLxMJ) ' 1 8 COUPLING _ _. \ EX CONTOUR THRUST BLOCKING ' ' \\ PER LWSD STD PLAN B-22a 1 230--- -- PROPOSED CONTOUR (INDEX) 231 t I --PROPOSED CONTOUR STA. 122+ 15.0, 0.0' RT °° ° ° < WATER SUPPLY IN EX BUILDING 0000 LINE °° I CONNECTION 8"X4" TEE M xF PROPOSED BUILDING (1) 4" 45• BEND (MJ) CONCRETE WALKWAY 0°- (1) 8 BLIND FLANGE L A \\ ° (1) 4" GATE VALVE (FLxMJ) .n HEAVY DUTY CONCRETE i APR THRUST BLOCKING OG PER STD PLAN ® • ASPHALT AC PAVEMENT B-22a I� ( ) , /� HEAVY DUTY ASPHALT STA. 122+05.0 0.0' RT r (AC) PAVEMENT 1 CONNECT TO EX 8" WATER f GRIND AND OVERLAY �(1) 8"X6" TEE (MJxFL) I Q OOQ 000 EXPOSED AGGREGATE 1(1) 6" GATE VALVE (FLxMJ) BURIED THRUST BLOCKING % I GRAVEL SURFACING ........: .. PER LWSD STD PLAN B-22a -� 1 MULCH SURFACING SITE WALL ISTA. '122+05.0, 7.1 ' RT 15 LF 6" 6" 45• BEND (MJ) i CL 52 DI W 1 ROCKERY THRUST BLOCKING 1 VERTICAL CURB 1 PER LWSD STD PLAN ; I IB-22a ; CURB AND GUTTER PRE -SETTLING BASIN/SAND FILTER I GRAVEL DISPERSION TRENCH Ono -=n777 C\ LEVEL SPREADER �T SHEET FLOW DISPERSION rpHASE 2 STA. 121 +87.8, 0.0' RT QUARRY SPALL DISCHARGE PAD (1) 8" BLIND FLANGE THRUST BLOCKING I AREA/YARD DRAIN I PER LWSD STD PLAN B-22a 1 OI \ I CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAINAGE PIPE \\ / ________- _____ FOOTING/SUBSURFACE DRAIN 1 \\ 000o ( �� T� DETENTION PIPE 000 0\00,0 3 STORM DRAIN CLEANOUT j \ 00,0o O SDCd FOOTING DRAIN CLEANOUT \ ° \ 1 FDCO DOWNSPOUTS DS DOWNSPOUTS W/ SPLASH BLOCK I - --- SIDE SEWER PIPE -- _ 31 SEWER CLEANOUT SIDE SEWER CONNECTION SSMH BOLLARD FIRE HYDRANT II , I STA. 122+15.0, 0.0' RT 1 WATER FITTINGS REMOVE THRUST BLOCKING WATER SERVICE LINES i I SOUTHEAST OF CONNECTION 1 I CONNECT PHASE 2 WATER I — WATER METER I I 1 WATER SERVICE LINES FIRE SERVICE LINE 111=5' FIRE SERVICE VAULT WATER CONNECTION DETAIL 1 FIRE SERVICE CONNECTION VERTICAL DATUM WATER SYSTEM NOTES NGVD 29 1. THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH LAKEHAVEN WATER AND FEDERAL WAY VERTICAL BENCHMARK 2200-01 SEWER DISTRICT 'WATER SYSTEM AND SEWER SYSTEM STANDARDS' APPROVED BY THE MONUMENT IN CASE AT INTERSECTION OF 1ST AVE S & S 312TH ST. WASHINGTON STATE DEPARTMENT OF HEALTH ON JUNE 8, 1994 AND ANY ADDENDA PUBLISHED ELEVATION: 357.20' THERETO. 2. PIPE IS 8" DIAMETER, CL52 DIP. COVER 3' MIN OR 12" ABOVE TOP OF VALVE OPERATING NUT, UNLESS OTHERWISE NOTED. Know what's below. 3. SEPARATE WATER SERVICE CONNECTION APPLICATION REQUIRED TO BE SUBMITTED TO Call two business SEE C-6XX SERIES PLANS FOR LWSD FOR METER INSTALLATION & FULL SERVICE ACTIVATION. days before you dig. UTILITY CROSSING INFORMATION KEY MAP LAND USE/PERMIT SUBMITTAL - RESUBMITTAL #3 RESUBMITTED SHEETS 06/26/2019 U o C .Ln -1 Ln Q M O� Cnrq C N i O p ro N Ln V) Q Q ® .N N LWSD #6318021 me 0 0 W = M O O Q V�00 W co Q t Q O/ QUA 1..` F_ N to J W im W W J LLI Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 0 6/12/2019 LAKEHAVEN RESUBMITTAL #2 L 6/21/2019 LU/PERMIT RESUBMITTAL #3 WATER Cm302 STA. 1 ��ty�. i , v•v i N 119902.0 E 1270575.8 PHASE 1: CONNECT EX 8" WATER FIRE HYDRANT ASSEMBLY (1) 8" X 6" TEE (MJxFLxFL) (1) 6" GATE VALVE (FLxRJ) (1) THRUST BLOCK PER LWSD STD PLAN B-19a—R STA. N 120163.2 E 1270264.8 PHASE 2: REMOVE THRUST BLOCKING NORTHEAST OF CONNECTION CONNECT PHASE 2 WATER MATCHLINE -SEE SHEET C-301 ��--�®® ,�• � ��.; T E �v�vvavvvva vvsva®vvs vvvvvmvvvvv®v®-v� o \ 1 f �+ PHASE 1 / I FFE 436 _ I I a 4 I1 _ r ° a 1 \ r 1 ° FD a - i 7 r SE 72 :.t? 4 i I i 1 I l a 18 LF 6" CL a REFL C rC. I \ \�17 I 0 a 52 DI W , s, , R., �� . EX VALVE �e )�= y �r �� j a &�, _ �� P` °a co i SEE DETAIL 2 SHOWN ON THIS SHEET S Cry �o� t��_427.64 ( _ I X ":1 / ' Q P. �- U*) 8" Cps NWJ1_-424.26 , I. �l 1 � � �'" -`_j N WATER CONNECTION DETAIL 2 STA. 126+70.1, 0.0'T N:120,094.6 E:1,270,243.8 PHASE 1: (1) 8" X 6" TEE (MJ) (1) THRUST BLOCK PER LWSD STD PLAN B-22a 20 0 10 20 40 Scale 1"=20' L:kICIEIi4,N`E°d 4V 4-TER ATND SENVER DISTRICT 11 ' rater Plats Sel er Plan Dated _APPRON'ED FOR CO STRU�C'TIO S17BJECT TO CHANGES -NOTED The District's review is not a confirmation. of an), dimension Or quamtitieg shown in the plath and Will not relieve the Developer or Engineer from responsibility for plan errors_ No changes shall be it de to the plans except With the consent of the District. Development Engineering Al anager Date The Disti- ct's zappr—oval of this oons r cti€an plan urill expire_ oiiC (1) year from the date of playa approval if constn ction has not commenced by such date.. or two (2) years from the date of plan meal if construct -on has commenced_ LEGEND PROPERTY LINE DCO\\ \\ i-----------� - EX CONTOUR (INDEX) I 1ji Ij o- ��i +2�, �6 '. j a ,',M.; 0414--3- 7 R --� � ( j + ; i.l .� 1p�� \ \ / 1001 U EX CONTOUR ,ENTER CHAIINN _ 4" 5 30 FDC i �� T �/ 1— _ 230 _ _ PROPOSED CONTOUR (INDEX) \ I Z W -- 231 PROPOSED CONTOUR x a 44 LF 6 ----- 0 �. i CL 52 DI W EX BUILDING I I 1 16 LF y FROMx u. I ten. '�`LO STA. 125+74.8, 0.0' T {{ _ POC TO EX N>011 ' FD4 '�// 8" 45° BEND (MJ) '/////////////.,� PROPOSED BUILDING C, VALVE TO i7CO :�. 0� ° a 1 �, ,� o ( / THRUST BLOCKING PER L' THE NORTH °.¢a. LWSD STD PLAN B-22a - CONCRETE WALKWAY �; I I I ! STA. 125+92.9, 0.0' T 28 LF 8" f I I r I W HEAVY DUTY CONCRETE a FIRE HYDRANT ASSEMBLY i Q j i ! i CL 52 DI 270 LF FROM I (1) 8" X 6" TEE (MJxFL) ° - \ I I W o POC TO 0 (1) 6" GATE VALVE (FLxRJ)it I ASPHALT (AC) PAVEMENT PROPOSED I I [ PER LWSD STD PLAN B-19a-R ' _ STA. 126+20.4, 0.0 4L - - - HEAVY DUTY ASPHALT I T (AC) PAVEMENT I \; ;HYDRANT TO I FD , I - I_ . 8" 45° BEND (MJ) I : tTHE NORTH , , ( THRUST BLOCKING PER GRIND AND OVERLAY i,��' i l \ a �° CH�I'j j\ I g I i LWSD STD PLAN B-22a I Q OOQ 000 EXPOSED AGGREGATE 475 LF FROM SEE DE \ TAIL 3 SHOWN ON THIS SHEET I �~ 87 LF 8" CL 52 POC TO CL OF \ I i I DI W GRAVEL SURFACING ROW ST \ I • / i 4' INTERSECTION j MULCH SURFACING STA 10+00 SITE WALL N 120061.8 E 1270046.4 c 3os �> a �. < ` 20' WATER I I ( ) 1 ROCKERY WET TAP TO 8" WATER MAIN �' \ EASEMENT 1 ' (1) 8>, TAPPING SLEEVE o, : w z i J- I ` L VERTICAL CURB 1 8" GATE VALVE (FLxMJ) I ' _ _ ' Q I j 1 _ aA N VALVE BOX PROTECTED PAD /Cn -.. �..�., < w CURB AND GUTTER PER LWSD STD PLAN B-2 I'[iCQ.. CD — — — _� THRUST BLOCKING 1 c 0 N - - - - I T PRE -SETTLING BASIN/SAND FILTER PER LWSD STD PLAN B-22a i `�' - - -" - - - - - GRAVEL DISPERSION TRENCH - ,- — — M >, DI WATER FN 6 _ � EX 8 �� A CRD #WTR1152 02 00 LEVEL SPREADER SHEET FLOW DISPERSION �-�.— ----------�=--- — = � — � ---- 90 LF 8 CL 52 DI W _ _ O197 LF 8" CLIdV j µ o`ti ' �< 88 LF FROM 52 DI W OQ�Q Z W QUARRY SPALL DISCHARGE PAD 7 LF 6" CL 52 DI W POC TO EX G o W� o °VALVE TO \ �� ( / W AREA/YARD DRAIN THE SOUTH- :_ CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 N 120053.3 �� Ix ' `� \ \ \ \� \ \ e STA. 101 +96.7, 0.0' T STORM DRAINAGE PIPE i (1) 8" TEE (FL) I Q W E 1270046.2 - Q LL \ \ �`32 \ \ X— / \ (3) 8" GATE VALVE (FLxMJ) '--------- "---' FOOTING/SUBSURFACE DRAIN WET TAP TO 8" WATER MAIN ( I ' �' THRUST BLOCKING PER LWSD FIRE HYDRANT ASSEMBLY is l I \ i DETENTION PIPE _ t \ STD PLAN 3-22a (1) 8"x6" TAPPING SLEEVE-- (1) 6 GATE VALVE (FLxRJ), _/ STORM DRAIN CLEANOUT PER LWSD STD B-19a-R / I ��°c — _ — — ----- / / VERTICAL DATUM SDCO� FOOTING DRAIN CLEANOUT EX FH ' I -- — �-- — — --- \ \� ; NGVD 29 FDCO ® DOWNSPOUTS o — — - + ( EX VALVE �43� e� FEDERAL WAY VERTICAL BENCHMARK 2200-01 ��l �. , \ ■ DS DOWNSPOUTS W/ SPLASH BLOCK i j'I __ N_ 11 ` 1 ' \ � ■ MONUMENT IN CASE AT INTERSECTION OF 1ST AVE S I & S 312TH ST. ------ ------ SIDE SEWER PIPE / PUBLISHED ELEVATION: 357.20 j �^� SEWER CLEANOUT i SIDE SEWER CONNECTION � WATER SYSTEM NOTES SSMH I ( 1. THIS PROJECT SHALL BE CONSTRUCTED IN e N, \ ACCORDANCE WITH LAKEHAVEN WATER AND BOLLARD SEWER DISTRICT WATER SYSTEM AND SEWER FIRE HYDRANT 30' F 3' ` 9 \� _ SYSTEM STANDARDS APPROVED BY THE WASHINGTON STATE DEPARTMENT OF HEALTH ON WATER FITTINGS JUNE 8, 1994 AND ANY ADDENDA THERETO. 1 J. { \ ``- WATER SERVICE LINES �R: ?g.t — — — — — -- — -- - — 2. PIPE IS 8 DIAMETER, CL52 DIP. COVER 3 MIN 2 �- 0 1 �r EASEMENT OR 12" ABOVE TOP OF VALVE OPERATING NUT, UNLESS OTHERWISE NOTED. -•- -- WATER METER , 8 2 , it STA. 126+71.3, 38.0'T� �" '� L.8�� /� WATER SERVICE LINES _ - -/ - �. 3. SEPARATE WATER SERVICE CONNECTION i 2�1�2 - N:120092.6 - - �, - 8 _ - - �- -- -- �- _ _ _ APPLICATION REQUIRED TO BE SUBMITTED TO E:1270281.8 -x - -- x x _-� - - x =- -x - - - - - - FIRE SERVICE LINE - - - _ - _ x x LWSD FOR METER INSTALLATION &FULL SERVICE I J)l PHASE 1: ____ x x W_nm - _ - -"-- ��___----_�q��- ---- o ACTIVATION. CONNECT TO EX "6 WATER _ - i -_ - FIRE SERVICE VAULT �L \ i j �2 l - UNhi?RED -� 2c - - - -STA. 126+71.3 38.0'T -- -� FIRE SERVICE CONNECTION - / I o (1) 6 45° BEND (FLxMJ) — - - - - - - - - - - s i 1(1) THRUST BLOCK - - --R_ — ---- - - - - cv< N:120092.6 D 8 PER LWSD ST PLAN B-22a _ _ - - _ -- - ,- _ - = _- - - - -;nn o �- - r — 3�oo -� ,) _ - - - - - -- �-� PHASE 2 ^� N � — ✓„ - STA. 126+70.1, 0.0'T I - REMOVE 6" 45° BEND J7 STA. 126+69.6, 36.1'T �- C b v ° - - V) h N:120094.3 E:1,270,243.8 - ` E:1270273.0 PHASE 2: STA. 126+69.6, 36.1 'T PHASE 1: THRUST BLOCK N:120094.3 36 LF 6" CL 52 DI W (1) 6" 45° BEND (MJxFL) PER LWSD STD PLAN B-22a E:1270273.0 (1) THRUST BLOCK PHASE 2: ' a PER LWSD STD PLAN B-22a - _ i REMOVE 6" 45' BEND I REMOVE EX 6" WATER LINE �jf Know what's below. Call two business WATER CONNECTION DETAIL3�I PHAS1 i I \ I PHASE 2- \ days before you dig. SEE C-6XX SERIES PLANS FOR UTILITY CROSSING INFORMATION KEY MAP LAND USE PERMIT SUBMITTAL - RESUBMITTAL #3 RESUBMITTED SHEETS 06/26/2019 oM M a>� LU W W J O � r r N W ;;� W r o 0 N —r g cu N M Zn n M 'o _d M ra N N Cn N Q N LWSD #6318021 J 0 0 J 0 M v W � O O Go J Q CO na J �F� CL 0aM N a Q Z Coce W LU Uj J Uj LL Uj W ILL Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description Z4 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 6/12/2019 LAKEHAVEN RESUBMITTAL #2 Z 6/21/2019 LU/PERMIT RESUBMITTAL #3 WATER Cm303 MATCHLINE STA 123+13 -SEE SHEET C-302 _____._ '%' 50 LF 3" DOMESTIC--"" WATER SUPPLY LINE o(PRIVATE) 9 LF 3" DOMESTIC_/ WATER SUPPLY LINE o(PRIVATE) 3" 90- BEND (MJ) THRUST BLOCKING PER LWSD STD PLAN B-22a L0 (PRIVATE) t) CV) Ej I:;z LLJ 3-:2 LLJ V) 0 04 Lv 125- z U V J 140 LF 8" C L 52 DI W �—' w i \ X o .,i � C) CY) CAF 0 CY) 7 120 70297.8866 �RENI%Nl 434,07 P M zWr CD 0 + U) 4 C 306 U) 4 C� �306 LVVJU OIL) FL-nll LJ �cv )TIL7-77 IN X_x X _X_ 4 4 _CD C-306 3 116 30 UNIMPROVED iCH - - ---- ROW —air C 4 A- x X 5' W00- VERTICAL DATUM NGVD 29 FEDERAL WAY VERTICAL BENCHMARK 2200-01 MONUMENT IN CASE AT INTERSECTION OF 1ST AVE S & S 312TH ST. PUBLISHED ELEVATION: 357.20' rri POC TO ,EX FXH ____46LF FROM POC TO EX VALVE EX FH TO REMAIN DURING PH 1 TO BE REMOVED ON PH 2 IN 20 0 10 20 4 1 0 �_M_p I ==01111111 Scale 1 1111=20' WATER SYSTEM NOTES 1. THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH LAKEHAVEN WATER AND SEWER DISTRICT 'WATER SYSTEM AND SEWER SYSTEM STANDARDS' APPROVED BY THE WASHINGTON STATE DEPARTMENT OF HEALTH ON JUNE 8, 1994 AND ANY ADDENDA THERETO. 2. PIPE IS 8" DIAMETER, CL52 DIP. COVER 3' MIN OR 12" ABOVE TOP OF VALVE OPERATING NUT, UNLESS OTHERWISE NOTED. 3. SEPARATE WATER SERVICE CONNECTION APPLICATION REQUIRED TO BE SUBMITTED TO LWSD FOR METER INSTALLATION &FULL SERVICE ACTIVATION SEPARATE WATER SERVICE CONNECTION APPLICATION REQUIRED TO BE SUBMITTED TO LWSD FOR METER INSTALLATION FULL SERVICE ACTIVATION F19902.0 E270575.8 1 PHASE 1: CONNECT TO EXISTING 8" WATERMAIN (1) 8" TEE (FL) (1) 8" GATE VALVE (FLxMJ) VALVE BOX PROTECTED PAD PER I LWSD STD PLAN B-21 c THRUST BLOCKING PER LWSD STD PLAN B-22a L -W X _X X X FEN 119902.0 1270575.8 0 PHASE 2: REMOVE EXISTING 8" WATERMAIN NORTH OF CONNECTION AND ADD THRUST BLOCKING I PER LWSD STD PLAN B —22a X X_ X X d0*V 4 00*0 404000 0000 0000 dp 0000 0000 1 Know what's below. Call two business days before you dig. LAl,ZE RAN -EN NV, -4, T E R A_N7D SEWER DISTPJCT [I Water Plan Selves Plan Dated APPRON7ED FOR CONSTRU-CTION SUBJECT TO CHANGES NOTED The District's review is not a confi=tlon of any dimensikin or quantities shmn in the plans and will not relieve the Developer Engineer responsibility for plan errors_ -No changes or En er fi-orn responsibi shall be niade to the plans except With the consent of the District. Development Engineering Alanagtr Date The District's approval of this construction plan i*iH expire: one (1) year from, the date of plan approval if construction has not commenced by such date_ or two (2) years from the date of plan 3pproy, al if construction has colunienc ed- LEGEND PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR 230-..— — PROPOSED CONTOUR (INDEX) 231 — — PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING PROPOSED BUILDING CONCRETE WALKWAY HEAVY DUTY CONCRETE ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT (AC) PAVEMENT EXPOSED AGGREGATE GRAVEL SURFACING MULCH SURFACING SITE WALL CAMCABCDO(Da ROCKERY VERTICAL CURB CURB AND GUTTER PRE —SETTLING BASIN/SAND FILTER GRAVEL DISPERSION TRENCH 77n7- c3 �Q LEVEL SPREADER SHEET FLOW DISPERSION QUARRY SPALL DISCHARGE PAD AREA/YARD DRAIN CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAINAGE PIPE --------------- FOOTING/SUBSURFACE DRAIN �C/7_: Z DETENTION PIPE STORM DRAIN CLEANOUT SDCO FOOTING DRAIN CLEANOUT FDCO DOWNSPOUTS DS* DOWNSPOUTS W/ SPLASH BLOCK SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION O SSMH BOLLARD FIRE HYDRANT WATER FITTINGS T/WATER SERVICE LINES I, ----,WATER METER WATER SERVICE LINES FIRE SERVICE LINE 7 FIRE SERVICE VAULT FIRE SERVICE CONNECTION SEE C-6XX SERIES PLANS FOR UTILITY CROSSING INFORMATION KEY MAP LAND U PERMIT SUBMITTAL - KhbUbMI I [AL;;J 06121/2019 t�h E cu =3 00 > a, CN M LO a C:) MC-4 r, "`� 1-4 " W - . T5 -0,,.6 r,j r') 7!1 fu CIJ r-4 _1 In U,) ci Q _ JL Q) LWSD #6318021 0 0 • M .j 0 0 LLJ CIA) Ito co < Cn Lo C-4 co W LLJ 0 UU U.j U_ .j Uj Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 A\ 6/12/2019 LAKEHAVEN RESUBMITTAL #2 ZL 6/21/2019 LU/PERMIT RESUBMITTAL #3 C-304 r„r., ter., ,r�r ..ter. ri • r. . i��-r r� .., / 90° CL 52 DI BEND (FL), DIA, TO MATCH LINE SIZE (TYP) D D , 0 p �o D Dp D o D D 4 GATE VALVE METERED STUB CEM. CON. PA[ 'W FOR WB-N6 'W FOR WB-EB THRUST BLOCK LINE SIZE ENCLOSURE MODEL (4) MOUNTING PAD SIZE RPA MODEL (4) LOCATIONS 3" DOMESTIC * WATTS WB—N3 1000W HEATER (FIBERGLASS) 82" X 38" WATTS LF 957 OSY MRROR LAKE + WILDWOOD ONLY WATTS WB—E4 190OW 6" FIRE HEATER (ALUMINUM) 102" X 44" WATTS 957 RPDA OSY ALL ADJACENT FIN. GRADE, SET 2" BELOW TOP OF PAD CL 52 DI SPOOL (FL), DIA, TO MATCH LINE SIZE (TYP) "L 52 DI BEND 4J), DIA, TO MATCH Llivt SIZE AND ORIENTED PER PLAN (TYP) IT � NTS HEATED ENCLOSURE AND RPBA NOT USED 3 NOTES: 1. POSITION ASSEMBLY IN ENCLOSURE PER ENCLOSURE MANUFACTURER'S RECOMMENDATIONS 2. RPBA'S AND VALVES SHALL BE ON THE WA STATE DOH APPROVED LIST 3. COORDINATE WITH ELEC FOR PROVISION OF ELEC SUPPLY SERVICE AND CFI OUTLET FOR HEATER. INSTALL OUTLET AND HEATER PER MFR RECOMMENDATIONS 4. OR APPROVED EQUIVALENT. SPECIFIED JUMBO —SIZED SPECIFIED RECTANGULAR TWO (2) SPECIFIED VALVE BOX,INSTALL VALVE BOX, INSTALL FLUSH RECTANGULAR VALVE FLUSH WITH FINISH GRADE WITH FINISH GRADE BOXES, INSTALL FLUSH STRAINER WITH FINISH GRADE DOUBLE CHECK MANUAL BACKFLOW PREVENTER PRESSURE REDUCING DRAIN VALVE VALVE OWN (ONLLEIGEND) r =0k SUPPORT EACH VALVE BOX MINIMUM 6 C.F. (12" WITH (4) BRICKS, TYP. ELEVATION VIEW DEPTH) DRAIN ROCK SUMP NOTES: 1. PROVIDE ONE QUICK COUPLER AT P.O.C. AND ELSEWHERE AS SHOWN ON PLAN. 2. INSURE POSITIVE DRAINAGE FROM P.O.C. COMPONENTS. PROVIDE DAYLIGHT DRAIN AS NECESSARY. 3. PROVIDE SIZE & QUANTITY OF VALVE BOXES AS NECESSARY TO ACCOMMODATE ALL COMPONENTS, POINT OF CONNECTION (WITH DOUBLE CHECK VALVE FEDERAL WAY SCHOOL DISTRICT IRRIGATION POINT OF CONNECTION 625 S 314TH ST, FEDERAL WAY, WA 98003 WEISMANDESIGNGROUP LANDSCAPE 2329 E MADISON ST f16-322-1732 CHRECTURE SEATME WA 98112 WD'INC.Com SPECIFIED 10" ROUND VALVE BOX, INSTALL FLUSH WITH FINISH GRADE QUICK COUPLER VALVE SPECIFIED RECTANGULAR VALVE BOX, INSTALL FLUSH WITH FINISH GRADE MASTER VALVE, INSTALL SIMILAR TO REMOTE CONTROL VALVE DETAIL Scale:1 117=1 W LO QLn ,moo ter, N .i �"'..+ O p � = N N N .--1 (n Cn Ci a� LWSD #6318021 RE Q J W W LL Date: Job No.: Drawn By: I� Checked by Q Z uj m W W 05/24/2019 Revisions 21647.00 EVW LPD # Date Description z4 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 A 6/12/2019 LAKEHAVEN RESUBMITTAL #2 0 6/21/2019 LU/PERMIT RESUBMITTAL #3 WATER DETAILS I I . . -, /-r/1/1\ ^ r n Iran ATr ^r- n\ tnI InAAl- NTS IRRIGATION POINT OF CONNECTION 5 0 NTS NOT USED 6 !NU I CIVIr Vf\mR 1 1ILR HF Il./11 G VVUl V( P11VV 1 `1 VV� \JI\ UL1\ 1 n n ni L. vi vvvvi r ,, ,J 1 (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE 21I2O19 INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. Cm305 0 u M M H F N W cf) X CJ a o gy^ 445 ......... .......... ........ ......... ......... .......... .................. ..:....... ........ ....... _... . _......... ............ ........... .. ......... ........: ......... .. _..... ............._... /� 'non •1j 455 ......... ................................................................ .......................................... ...................... .... ....... ........ ......................................................................�M \ M :- . . . . . . .. . . . . . . . . .. . .. - N H LL' O 440 ..................... .. .. ...... .... ................... .... ........................................................,....... ......................................... ...... ....... ....... 440 450 450 N Z .. . . N ROW OFS C� L ROW OF Qw Z 314TH ST 314TH ST 30. oo, � oo,.... .. 30. ' z o � _ o °- W ROW OF 6TH AVE S CAL E ROW OF 6TH AVE S 435 445 . . .. ... .. Q Q W W .. .. .. 30.00' 30:00' ...... ...... :......... w 430 .............1.....................:..... ' _ _ _ — _ 430 440 0 SITEo T—. 440 ��F�-o Askl / --- -- ... �2 w . . - — — — o ... 87 LF 8 IN Di W 2a977R�q �o PISTE 425 TO SITE 8" 45° VERT VEND 425 435 EX GAS sIONAL ��l� THRUST BLOCKING ... `v ... . . .. PER LB SD ST D X 8" PROPOSED, N P - 2a WATER LINE EX 8» ORM 8„ 45° VERT :: SEWER LINE LINE 4ZO EX 8" VEND THRUST ......: .... .... 420 q�Q 430 o WATER LINE BLOCKING ..... ....... -, v PER LWSD a' Q 11 M C 4 LF 8 IN DI W:.... STD PLAN a . .. B-22a . . . . . . . ........ ...... : +'o M .� N 3i 415 }N pI 415 425 425 ...... ............ ....... . 45 �F 8 W . ... . — ......... . . . ....... ..... ......... c �L 410 410 420 420 � . . .... . . . . �cfl dim. . . . . . Nam... �70 .. ..�� O . .00 N OM. . . . . . .Nd .. 00 __ �i C� Ca LL CS C? � C 2 . cN W l W LL N N N N N : r7 r7 . � r7 � M 0 C' . C S C? . . . C� C9 . . . . . 4 C � . d C? d� � W . L . -t � . . . ..It � . -t It . d LJ l.L.. . W L� . . L,J l% , -- L� . . sl LL . . . . . . . WLi b. W w. WLL Li LL_ o CD WL� LiJ li W � W C� C� W Li C � C � . . . . . . W IL �% C L LL . . . . . LWSD #6318021 99+20 100+00 119+40 120+00 SECTION STA 103+00 SECTIONS STA 104+00 SECTIONS STA 105+00 SECTIONS STA 106+00 WATER SECTIONS UTILITY LOCATION NOTES 1. ELEVATIONS SHOWN FOR EX UTILITIES ARE APPROXIMATE OR PER RECORD DRAWINGS. 2. CONTRACTOR SHALL POTHOLE EX UTILITIES TO FIELD VERIFY ELEVATION AND LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY OWNERS REPRESENTATIVE OF ANY SCALE: 1 "=20' ; H 1 "=5' CONFLICTS IN ADVANCE OF ORDERING ANY MATERIALS. SECTIONS - SOUTHEAST SITE 4 `w306 NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY LAND U E PERMIT SUBMITTAL - RE UBMITTAL 3 (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. 06/21/2019 !us EEMM!M I 1z Nn1j7 lkz, --0I it11_...FZZIAA LWSD STANDARD PLANS APPLICABLE TO PRIVATE SEWER SYSTEM APPENDIX A PLAN ID TITLE LAST UPDATE PRIVATE SERVICE SS-01 SANITARY SEWER MANHOLE DETAIL 08-02 X SS-02 SANITARY SEWER MANHOLE STEP AND COVER 08-02 X SS-06 SANITARY SEWER PIPE BEDDING 08-02 X SS-07 SANITARY SEWER SIDE SEWER STUB 08-02 X SS-09 TRENCH DAM 08-02 X APPENDIX B PLAN ID TITLE LAST UPDATE PRIVATE SERVICE N/A SIDE SEWER INSTALLATION DETAILS (2 PGS) 11-01 X LAKEHAVEN NOTES 1. SEWER SERVICE CONNECTION PERMIT REQUIRED FOR THE BUILDING TO CONNECT TO THE SEWER MAIN. LAKEHAVEN WATER AND SEWER DISTRICT STANDARD NOTES FOR GRAVITY SEWER CONSTRUCTION 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE STANDARDS OF LAKEHAVEN WATER & SEWER DISTRICT AND WASHINGTON STATE DEPARTMENT OF TRANSPORTATION/WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION (WSDOT/APWA) "STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION," LATEST EDITION. 2. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES THAT MAY BE AFFECTED BY THIS WORK AND SHALL NOTIFY APPROPRIATE UTILITY COMPANIES TO FIELD -LOCATE THEIR FACILITIES BEFORE STARTING ANY EXCAVATION, IN ACCORDANCE WITH RCW 19.122. 3. CONNECTIONS OF NEW MAINS TO EXISTING FACILITIES SHALL BE TEMPORARILY SEALED OFF UNTIL AFTER UPSTREAM CONSTRUCTION IS TESTED, CLEANED AND ACCEPTED. ALL CONSTRUCTION DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE SEAL, WITHOUT FLUSHING THE DEBRIS DOWNSTREAM. 4. GRAVITY SEWER PIPE MATERIAL SHALL BE AS SHOWN ON THE PLANS, WHICH WILL BE ONE OF THE FOLLOWING AND NOT NECESSARILY INTERCHANGEABLE: • POLYVINYL CHLORIDE (PVC) ASTM D-3034, SDR 35 (4" THROUGH 15") OR ASTM F-679, SDR 35 (18" AND LARGER) • POLYVINYL CHLORIDE (PVC) AWWA C-900, DR-18 (47HROUGH 12") OR AWWA C-905, DR-18 (14"THROUGH 36") • HIGH DENSITY POLYETHYLENE (HDPE) ASTM F-894, WITH GASKETED JOINTS • DUCTILE IRON ANSI A21.51/AWWA C-151, MINIMUM CLASS 52, EPDXY -LINED WITH PROTECTO 401TMCERAMIC EPDXY 5. CRUSHED SURFACING TOP COURSE (A.K.A. 5/8" CRUSHED ROCK) SHALL BE USED FOR PIPE BEDDING FOR RIGID AND FLEXIBLE GRAVITY SEWER PIPE. THE MATERIAL SHALL BE PLACED UNDER THE PIPE TO A COMPACTED DEPTH OF 4" (FOR 27" AND SMALLER PIPE), AND TO A COMPACTED DEPTH OF 6" (FOR PIPE GREATER THAN 27"). THE MATERIAL SHALL BE PLACED 6" OVER THE TOP OF FLEXIBLE PIPE AND TO THE SPRINGLINE OF RIGID PIPE. TO ASSURE UNIFORM SUPPORT, THE MATERIAL SHALL BE CAREFULLY WORKED UNDER THE PIPE HAUNCHES WITH A TOOL CAPABLE OF PREVENTING THE FORMATION OF VOID SPACES AROUND THE PIPE. 6. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95% OF RELATIVE DENSITY, OR GREATER IF SO SHOWN ON THE PLANS OR OTHERWISE REQUIRED BY THE ROAD AGENCY HAVING JURISDICTION, FROM THE BOTTOM OF THE EXCAVATION TO THE SURFACE. DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED FOR COMPACTION TESTING. 7. TRENCH BACKFILL SHALL BE COMPACTED PRIOR TO TESTING SEWER MAIN PIPE, AND SIDE SEWER STUB(S) SHALL BE AIR TESTED AT THE SAME TIME AS THE SEWER MAIN. 8. MANHOLES SHALL CONFORM TO WSDOT/APWA STANDARD PLAN B-23A, TYPE 1 OR TYPE 2 WITH ECCENTRIC CONES, AND INCLUDE 1-INCH GALVANIZED DROP SAFETY STEPS OR POLYPROPYLENE SAFETY STEPS (LANE INTERNATIONAL CORP. PART NO. P-14938) AND AT LEAST ONE (1), AND NO MORE THAN FIVE (5), FOUR -INCH (4") HIGH ADJUSTMENT RINGS BELOW THE FRAME AND COVER. ALL MANHOLE EXTERIOR SURFACES SHALL RECEIVE A PROTECTIVE COATING OF BITUMINOUS COAL TAR TO A MINIMUM THICKNESS OF 50 MILS, APPLIED AT THE FACTORY. WHERE NOTED ON THE PLANS, MANHOLE INTERIOR SURFACES SHALL RECEIVE A CORROSION PROTECTIVE EPDXY COATING OF: • POLYSHIELD SS-1000 (BY SPECIALTY PRODUCTS, INC. (LAKEWOOD, WA); 50 MILS MINIMUM THICKNESS); OR • RAVENO 405 (BY RLS SOLUTIONS INC. (OKLAHOMA); 100 MILS MINIMUM THICKNESS). ALL COATINGS SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 9. MANHOLE FRAMES AND COVERS SHALL BE CAST IRON, WITH THE WORD "LAKEHAVEN" CAST IN THE TOP, SHALL WEIGH 140 TO 150 POUNDS, AND SHALL HAVE A SINGLE 1-INCH LIFT HOLE FITTED WITH ONE '/" X 3" GALVANIZED CARRIAGE BOLT WITH BURRED END TO RETAIN THE NUT AND A FLAT WASHER TO ALLOW FOR 1" BOLT TRAVEL. COVERS SHALL BE 25" IN DIAMETER. 10. CONCRETE COLLARS REINFORCED WITH WIRE MESH SHALL BE INSTALLED PER DISTRICT STANDARD PLAN WHERE SHOWN ON THE PLANS. 11. MANHOLE CHANNELS SHALL BE PRODUCED TO THE FULL DEPTH OF THE ASSOCIATED PIPE DIAMETER AND TO A WIDTH NO LESS THAN THE OUTSIDE DIAMETER OF THE ASSOCIATED PIPE AND NO MORE THAN %-INCH IN EXCESS OF THE OUTSIDE DIAMETER OF THE ASSOCIATED PIPE. MANHOLE CHANNELS SHALL HAVE A SMOOTH FINISH. TO MINIMIZE TURBULENCE, SIDE CHANNELS FROM INLET PIPELINES SHALL BE CURVED TOWARD THE OUTLET PIPELINE TO PROVIDE A SMOOTH LAMINAR FLOW TRANSITION FROM ALL INLET PIPELINES TO THE OUTLET PIPELINE. CHANNEL MATERIAL SHALL BE A SHRINK -RESISTANT GROUT MIX, USING 6SACKS PER CUBIC YARD PORTLAND CEMENT AND 7/8" GRADED AGGREGATE. FOR GRAVITY SEWER SYSTEMS 15" AND LARGER, PREDLO MANHOLE LINER SYSTEMS BY PREDL SYSTEMS NORTH AMERICA, INC. (BURNABY, B.C.) SHALL BE UTILIZED FOR CHANNELS, FLOORS AND PIPELINE CONNECTION SYSTEMS FOR MANHOLES. 12. MANHOLE SHELVES SHALL HAVE A BROOM FINISH, AND BE SLOPED %-INCH TO 1-INCH PER FOOT TOWARD THE CHANNEL. 13. PIPE ENDS OF ALL INLET AND OUTLET PIPELINES SHALL NOT EXTEND MORE THAN 2 INCHES INSIDE THE MANHOLE, AND ALL PENETRATIONS SHALL BE SMOOTHLY GROUTED AROUND THE PIPE WITH SHRINK -RESISTANT GROUT. 14. NO JOINTS FOR FLEXIBLE PIPE INLETS AND OUTLETS SHALL BE WITHIN 10 FEET OF THE MANHOLE, AND PIPELINES SHALL BE CONNECTED TO THE MANHOLE WITH PVC MANHOLE COLLARS. FLEXIBLE BOOT COLLARS ARE PROHIBITED. 15. SIDE SEWER STUBS SHALL BE INSTALLED AT A GRADE OF AT LEAST 2%, AND THEIR TERMINI SHALL BE AT A DEPTH ADEQUATE TO SERVE THE INTENDED PROPERTY, CAPPED AND MARKED BY A WHITE 2X4 POST LABELED "SANITARY SIDE SEWER." STD NOTES FOR GRAVITY SEWER CONSTR-080111.DOCX (JUNE 27, 2003, UPDATE 12/30/16) KEY PLAN C-351 C-354i IF-7771-Pq C-352 i I IC-353 i t � PROJECT DATA PROJECT ADDRESS: OWNER: JURISDICTION: FIRE PROTECTION AUTHORITY: ZONING: LOT SIZE: TAX I.D. NO.: VERTICAL DATUM 625 S 314TH ST FEDERAL WAY, WA 98003 FEDERAL WAY PUBLIC SCHOOLS LAKEHAVEN WATER AND SEWER DISTRICT SOUTH KING FIRE & RESCUE RS 7.2 8.34 ACRES 0821049035 NGVD 29 FEDERAL WAY VERTICAL BENCHMARK 2200-01 MONUMENT IN CASE AT INTERSECTION OF 1ST AVE S & S 312TH ST. PUBLISHED ELEVATION: 357.20' UTILITY NOTES 1. SURFACE UTILITY FACILITIES ARE SHOWN HEREON PER FIELD LOCATED VISIBLE EVIDENCE. THERE MAY BE UTILITIES THAT EXIST ON THIS SITE OTHER THAN THOSE GRAPHICALLY DEPICTED HEREON. 2. UNDERGROUND (BURIED) UTILITIES SHOWN HEREON ARE BASED ON COMBINATIONS OF VISIBLE SURFACE EVIDENCE, UTILITY LOCATOR MARKINGS AND RECORD DATA (SUCH AS AS -BUILT OR UTILITY DESIGN DRAWINGS). ALL UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE AND, IN SOME CASES, ARE SHOWN AS STRAIGHT LINES BETWEEN FIELD LOCATED SURFACE UTILITY FACILITIES. UNDERGROUND UTILITIES MAY HAVE BENDS, CURVES OR CONNECTIONS WHICH ARE NOT SHOWN. 3. ALL LOCATIONS OF EXISTING UTILITIES AND FEATURES SHOWN ON THESE PLANS HAVE BEEN DERIVED FROM FIELD SURVEY BY AHBL, MAY 2018 AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT COMPLETE. ADDITIONAL SURFACE FEATURES AND IMPROVEMENTS BEYOND THOSE INDICATED ARE PRESENT AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL EXISTING INFORMATION AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES AND SURFACE FEATURES NOT SHOWN HEREIN WITH MAY BE AFFECTED BY THE IMPLEMENTATION OF THESE PLANS. 4. ALTHOUGH LOCATIONS OF UNDERGROUND UTILITIES BASED ON UTILITY LOCATOR MARKINGS AND RECORD DATA (SUCH AS AS -BUILT OR UTILITY DESIGN DRAWINGS) ARE DEEMED RELIABLE, AHBL, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF SAID DATA. 5. CALL 1-800-424-5555 BEFORE ANY CONSTRUCTION, LEGAL DESCRIPTION PER CHICAGO TITLE INSURANCE COMPANY ORDER NO. 0119604-TC DATED MARCH 15, 2018 L AI HA-N-EN WATER ATN7 SENA,'ER DISTRICT 11 titer Plarl 11 sewer Plam Date APPRON-ED FOR CO STRLTt`'TIC?'v SUBJECT TO CHANGES'NOTED The District's revlely is not a eonfiriaatiov of any dimension Of' quantities shown ih the plans and Will not relieve the Dev°eloper og Engineer f�-ora7 resposasifSility for plan errors_ �4 claa�ages shah be aaaade to the, plans except with the consent of the District. Development Engineering _Alan alter Date The District's approval of this construction plan will expire_ one (1) year from the date of plan approval if coastruction has not commenced by such date- or m o (2) Fears from. the date of plan a oral if construction has corn enced.. NOT TO SCALE THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 8, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT PORTION THEREOF FOR COUNTY ROAD KNOWN AS 8TH AVE S. EXCEPT THE WEST 30 FEET; EXCEPT THE NORTH 30 FEET; EXCEPT THE SOUTH 30 FEET. BASIS OF BEARING WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE CITY OF FEDERAL WAY HORIZONTAL CONTROL HOLDING COUNTY MONUMENT NUMBERS 101 AND 114. POINT NO.101 N=1 18543.73 E=1270807.93 AT THE INTERSECTION OF SW 320TH ST W/ 8TH AVE S POINT NO.114 N=121233.37 E=1268065.08 AT THE INTERSECTION OF 1 ST AVE S W/ S 312TH ST. HELD A LINE BETWEEN FOUND MONUMENTS AT THE INTERSECTIONS OF 1ST AVE S WITH S 312TH ST AND 1ST AVE S AND S 320TH ST. SAID LINE BEARS NORTH 01°04'42" EAST. SHEET LIST TABLE SHT NO DESCRIPTION C-350A SEWER COVER SHEET C-350 SEWER OVERALL C-351 SEWER C-352 SEWER C-353 SEWER C-354 SEWER ROW PLAN AND PROFILE C-355 SEWER DETAILS Know what's below. Call two business days before you dig. SEE C-6XX SERIES PLANS FOR UTILITY CROSSING INFORMATION E 0 U 5 M Ln a `c Ln .-� N C rM C:) ^ ko fl fV i' CD p 3 Q .N s= LWSD #6318021 0 O W = M o Q Ci) F_ U) � Q o Q U I Z N to C( - W o LL W .j W Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 A 6/12/2019 LAKEHAVEN RESUBMITTAL #2 6/21/2019 LU/PERMIT RESUBMITTAL #3 SEWER COVER SHEET SEPARATE SEWER SERVICE CONNECTION PERMIT REQUIRED FOR THE BUILDING, TO CONSTRUCT/COMPLETE BUILDING SEWER AND TO LAND USE/PERMIT SUBMITTAL - RESUBMITTAL #3 CONNECT TO THE SEWER MAIN. 06/21/2019 Cm350A EX SSMH#3-8V CRD#SO434 M I ( I EX 8" CONC -� CRD#SO434 i 4-- -! I , i I� ' I I • NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY nF FFnFRAI WAY 1 1 +0gOUTH 314TH ST�lE - -I- __S — — S � I i j I ' 1 G-- d---- I---�--- -- -�—--- 12+00'- - 13+00 14+00 SOUTH 314TH STREET 15+00 ---5- -- S—= _— _ --- I KLM/ JLVVLK IPI� Iw -REM/S — REM/S , � x $ REMIS. —REM/S— I 1�V LU'ir JL CX. Ui1l!\I ILL JJIVII I RESTORE SURFACE AREA PLUG AND REMOVE SEWER PIPE NORTH AND EAST VERTICAL DATUM NGVD 29 FEDERAL WAY VERTICAL BENCHMARK 2200-01 MONUMENT IN CASE AT INTERSECTION OF 1ST AVE S & S 312TH ST. PUBLISHED ELEVATION: 357.20' NO ADDITIONAL SURVEY 35 16+00 I 17+00 I\L1J1 VI\L JVI\I _I _ ! 1-I PLUG AND REMOVE SEWER PIPE WEST PLUG AND ABANDON SEWER PIPE SOUTH � p p SOUTH 315TH STRE 1 KC #8588000075 SSMH#4202 RIM:436.33 COC: 418.48 8" CONC W—S LADDER NE ABANDON IN PLACE EX SS FROM SSMH #4202 SOUTH TO SSMH #0141-C3 AT S 317TH STREET PLUG ABANDONED PIPE AT SSMH #C58 (NE&S),SSMH #C59 (N&SE) AND #0141-C3 (N) PER LWSD STDS COLLAPSE & BACKFILL - SSMH#C58 AND SSMH #C59 20 40 Scale 11=407 Know what's below. Call two business days before you dig. SEE C-6XX SERIES PLANS FOR UTILITY CROSSING INFORMATION LAND USE/PERMIT SUBMITTAL - RESUBMITTAL #3 RESUBMITTED SHEETS 0/ /1 v.0 cc O M a� N V � W W J O F I- N W Z X U a O LL. C O n CC W M N � � M c "N H O W W It F- ri) v z_ Q W s z 0 __ :,a 0 yW J I- W r- 0 V rl O c� > to Q Q Ln M CD Cn O ^ Q - .-I N N6 a O p a CN u M N N U*) U) Q M-a WW W • ;., •• a' • - Lo .�Co r LU 0 LLI Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVV Checked by: LPD Revisions # Date Description 5/24/2019 BLDG PERMIT SET ' RESUBMITTAL #2 6/12/2019 LAKEHAVEN RESUBMITTAL #2 6/21/2019 LU/PERMIT RESUBMITTAL #3 C=350 STMl;1 504 R'!"d .62 121 C P P it iE=430.63 2 1P E 1C —431.62 12 11-PP J F-= 3v.61 UNABLE M GET 'E L.AD D ER ,,1F L_ '-430.2 3 v .t EX SSMH#3-8 CRD#SO434 NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY nF FFnFRAI WAY \ I \ lCD CD C+ \ N I r � VERTICAL DATUM LAKEHAVEN NOTES NGVD 29 SEE LAKEHAVEN WATER AND SEWER STD NOTES FOR GRAVITY SEWER CONSTRUCTION ON FEDERAL WAY VERTICAL BENCHMARK 2200-01 SHEET C350A MONUMENT IN CASE AT INTERSECTION OF 1ST AVE S & S 312TH ST. PUBLISHED ELEVATION: 357.20' SEPARATE SEWER SERVICE CONNECTION PERMIT REQUIRED FOR THE BUILDING, TO CONSTRUCT/COMPLETE BUILDING SEWER AND TO CONNECT TO THE SEWER MAIN. 224 LF 8" PVC C-900 @ 1.6% (PRIVATE) SEE C-6XX SERIES PLANS FOR UTILITY CROSSING INFORMATION i I� to 0 10 2 0 4 0 Scale lw=20' z 1 0 Know what's below. Call two business days before you dig. LAKEIF AVE'_'ti WATER AiN7D SENVER DISTRI+C;T I 11 grater Plan SeNver Plan Dated APPROVED FOR CONSTRUCTION 17BJECT TO CHAT GES NETTED The Districts re -new is not a confirmation of any,= dimension or gtmtities shown in the plans and u1ill not relieve the Developer or Engineer from responsibility for plan errors_ INTO changes dial;[ be made to the plans except With the consent of the District. Development Engineering Alanager Date The District's approval of this construction plan Till expire- one (1) year from, the elate of plan approval if construction has not commenced by such date. or two (?) Fears from the date of plan approval if construction has comnienceii_ — — PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR 230 _ PROPOSED CONTOUR (INDEX) 231 _ PROPOSED CONTOUR ;,�, ��;;� EX BUILDING PROPOSED BUILDING CONCRETE WALKWAY HEAVY DUTY CONCRETE ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT (AC) PAVEMENT J GRIND AND OVERLAY Q OOQ 000 EXPOSED AGGREGATE GRAVEL SURFACING MULCH SURFACING SITE WALL C ROCKERY VERTICAL CURB CURB AND GUTTER WT^v W W. W PRE -SETTLING BASIN/SAND FILTER a - GRAVEL DISPERSION TRENCH O now _ n LEVEL SPREADER SHEET FLOW DISPERSION IND QUARRY SPALL DISCHARGE PAD a AREA/YARD DRAIN FE-11 CATCH BASIN TYPE 1 O CATCH BASIN TYPE 2 STORM DRAINAGE PIPE --------------- FOOTING/SUBSURFACE DRAIN DETENTION PIPE 00 STORM DRAIN CLEANOUT SDCO,> FOOTING DRAIN CLEANOUT SSCO FDCO DOWNSPOUTS DSO= DOWNSPOUTS W/ SPLASH BLOCK SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION O SSMH BOLLARD FIRE HYDRANT WATER FITTINGS WATER SERVICE LINES T, 1-.*----WATER METER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT N FIRE SERVICE CONNECTION =1W=MMIR L977 9 � E�� NAL E 8 > LO ko a M' N tV cu N ® SZ C N C 1 LWS D #6318021 0 0 W = M O O Qv �V rtnQ M RIO ® Q U N to J _ W w W W .j W Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description Z4� 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 ZL 6/12/2019 LAKEHAVEN RESUBMITTAL #2 Z 6/21/2019 LU/PERMIT RESUBMITTAL #3 SEWER Cm351 KEY MAP LAND USE/PERMIT SUBMITTAL - RESUBMITTAL #3 RESUBMITTED SHEETS 06/2612019 IMH '147F R i M 444-1?- ?„ CM N, r;F 438.05 2" CMP E 438.07 2" CMP OVERFLOW 'N Ir -4,_ 42 .� CMP NW i`=a.i8,OS \ .:7C1_S `IVv f ��"�=_G4 (.. iv-- l_AC7DER S a F' �E E-439.93 y P,Nn y=iC4 S r. B 09 R, ^ 4 6 - i-' N 2U54C 383 4 CPP' E r--=440 1 - - -� / - - - E. �70572.7" a 1 CMP S 4 ) %u " t 4: 444.33 --- --- 1 r T t T S1/lI1 ��02- 1 A, hJl 44 5 14+00 SOUTH 314TH STREET - ' r �'� 8 � v' / _� 15+00 HNTER ��A�iN_L= s3.30 S,,"w`.z`.',arvN,: i- - -A- d \ v\ a A > a.- .\ rr 1 f _ _ --- • ___ �p 1 �p r \ \ 1 _ \ H E t,! 10 J - '•"-•..- OG \ \ 00 -� � \ j f,lL „4� A \ j /s r I , i 1205 1 0 703 -- i i\ 0:��4 . \ r -+ P�✓\442.52 r r i k> SS #3' 4 SSMH MONK '1 STA. 203+41.84 RIM 435.42 IE 429.02 (6" E) IN IIE 429.02 (6" S) IN IE 428.92 (8" W) OUT 1 W/ LADDER NORTH (PRIVATE) 1. 22 LF 6" PVC - C-900 @ 11.0% (PRIVATE) 1 \ -437- - - - - - V I rr /_ _ - A \ \ / 30' i o / $n. a \� a , 27 LF 6" PVC i `! \ ` \ V I // (PRIVATE) I � a GREASE INTERCEPTER J� \ IE 431.40 (6„ S) IN \ \ \ \ \ \ \\ b \ \ r /1 / IE 431.15 (6 W) OUT FLING �� / / / SEE MECH FOR DETAIL ` \ CO #5 6" SSCo II I� \ � STA. 203+68.65 RIM 435.46 6" PVC IE 429.56 @ 2.0% - ' b '-r ) c�55 c�55 �A z _(PRIVATE (PRIVATE) _-.-------d--,}---=-- --.\ 1 (2) 22-1 /2 DEG HORZ BEND j (PRIVATE) CO #3 sA sS�al i I STA. 203+43.33, I 1 \ \ \ j ! 6� 19.28' RT '.. 203+00 7 ° •�O _ RIM 435.86 C,-5s \ / ` I 5 LF 6' VC IE 431.1 1 PRIVATE \ 1 \ O 2 SSCO J, C-900 @ 2.0� (PRIVATE) STA 203+41.83, 24.48' RT tt. DCO 'I (PRIVATE) RIM 435.96 I E 431.96 i T CO #4 ®6' SSCO P (PRIVATE) c�5 STA. 203+52.78, 24.48' RT I \ \ I V FD o RIM 435.96 G-_ ` IE 432.46 q \ I --- - ----- ----- i C-355 , I o \ (PRIVATE) \ \ I 1 \ I �'�� 2v.'-- ` FIFE 436 / �� t, I \ 38 LF 6" PVC f 1 ;� c�= �� c� \ 2 4„ 6 SANITARY j C-900 ©2 0% - \ �A I \ SEWER CONNECTION ' I (PRIVATE) '- x. --------- TO -�-�--�-�„ 6" SANITARY 1 - ----------- 1 BLDG I \ CO #6 6" TWO -'WAY SSCO - L ---- '� U� I ,, H6" I IE 432.00 (-4.0) - PRIVATE SEWER CONNECTION ; 1 ;RIM 435.70 0 4 'o / V II 6" I (PRIVATE) TO BLDG i CIE 430.56 C-355 IE 432.50 (-3.5') (PRIVATE) !� �\ 1 (PRIVATE) a: I \ (PRIVA ) MATCHLINE - SEE SHEET C-353 NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE MY nF FFF)FRAI WAY VERTICAL DATUM LAKEHAVEN NOTES NGVD 29 SEE LAKEHAVEN WATER AND SEWER STD NOTES FOR GRAVITY SEWER CONSTRUCTION ON FEDERAL WAY VERTICAL BENCHMARK 2200-01 SHEET C350A MONUMENT IN CASE AT INTERSECTION OF 1ST AVE S & S 312TH ST. PUBLISHED ELEVATION: 357.20' SEE C-6XX SERIES PLANS FOR UTILITY CROSSING INFORMATION SEPARATE SEWER SERVICE CONNECTION PERMIT REQUIRED FOR THE BUILDING, TO CONSTRUCT/COMPLETE BUILDING SEWER AND TO CONNECT TO THE SEWER MAIN. v. Know what's below. Call two business days before you dig. Scale lw=20' LAICER At-E'\ W-ztTER ATNIT. SENVER DISTRICT 11 Water Flat. El Selver Plan Dated APPROVED FOR. 'O STRLT("TIO SUBJECT TO CHAINGES'+ OTED The District's review is not a confirmation of any dimension or quantities §Iioi n in the plans and will not relieve the Developer or Engineer from responsibility for }plan errors_ No changes sell be made to the plans except With the consent of the District. Development Engineering 1fanager Date The District's approval of this construction phn will expire: one (1) year from the date of plane approval if construction has not commenced by such date, or two (2) years from the date of plan approval if construction has coi fenced; LEGEND - - PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR 230 PROPOSED CONTOUR (INDEX) 231 PROPOSED CONTOUR EX BUILDING PROPOSED BUILDING CONCRETE WALKWAY HEAVY DUTY CONCRETE ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT (AC) PAVEMENT GRIND AND OVERLAY Q OOQ 000 EXPOSED AGGREGATE GRAVEL SURFACING MULCH SURFACING SITE WALL ROCKERY VERTICAL CURB CURB AND GUTTER W Tom• W W - y PRE -SETTLING BASIN/SAND FILTER GRAVEL DISPERSION TRENCH LEVEL SPREADER SHEET FLOW DISPERSION QUARRY SPALL DISCHARGE PAD AREA/YARD DRAIN FE-1 CATCH BASIN TYPE 1 O CATCH BASIN TYPE 2 STORM DRAINAGE PIPE --------------- FOOTING/SUBSURFACE DRAIN DETENTION PIPE 00 STORM DRAIN CLEANOUT SDCO a FOOTING DRAIN CLEANOUT SSCO FDCO DOWNSPOUTS DS = DOWNSPOUTS W/ SPLASH BLOCK SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION O SSMH BOLLARD • FIRE HYDRANT WATER FITTINGS WATER SERVICE LINES WATER METER WATER SERVICE LINES o FIRE SERVICE LINE FIRE SERVICE VAULT N FIRE SERVICE CONNECTION KEY MAP LAND USE/PERMIT SUBMITTAL - RESUBMITTAL #3 RESUBMITTED SHEETS 06126/2019 > ¢ Q L[) M C Cn �C:1 r,� 6� Q M + R N O N +� Q'cnin ^V LWSD #6318021 0 0 V CO V _j 0 0 W =00 M o C a C ♦ V� Q J �F� O/ Q(1)� N Cfl Q W W W w LLJ W Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description / 4� 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 ZL 6/12/2019 LAKEHAVEN RESUBMITTAL #2 6/21/2019 LU/PERMIT RESUBMITTAL #3 SEWER Cm352 IN P14 MATCHLINE - SEE SHEET C-352 r mom y7- " TSOUND N0��00 0 NNANE0,4 TRANSFORMER IC6\ \ , > CONNECT TO CAN WASH STATION DRAIN SEE MECH/ARCH C- RIM 435.65• 4 L I FDC 44 LF 6" PVC ►•C-900 @ 2.0% I AH8 #1 07--\ 1 RE? AN �;P (PRIVATE) 1 7062c 787 7062 CAN WASHING f c�5 STATION BASIN N_ x x .0 CB #1 CB TYPE STA. 204+63.71 C-O 5 x 2� W/ PARKING AREA FFE 436 a i GRATE FOR COVERED • DUMPSTER AREA \ \\ ` i \\ \u \\ \ i x INSTALL DOWN -TURNED ELBOW ON OUTLET PIPE d, RIM 435.4 �IE -7 -- - - - - - - - - - - - -- 431.44 (6" N) OUT (PRIVATE) W FDCO I-� � t :I I-W W W W J x Ix x 7 x Y, x > X/ V V, I x I-W r L — :5-- 4-- X NUNN \7- 32 Z W x 7 W I W W W W x IN;LF 41-2 �2 W x X_ x X_ —X x "C; '. , I ---�—X— _x 6 NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY nF FFF)FRAI WAY VERTICAL DATUM NGVD 29 FEDERAL WAY VERTICAL BENCHMARK 2200-01 MONUMENT IN CASE AT INTERSECTION OF 1ST AVE S & S 312TH ST. PUBLISHED ELEVATION: 357.20' -X,7—x LAKEHAVEN NOTES SEE LAKEHAVEN WATER AND SEWER STD NOTES FOR GRAVITY SEWER CONSTRUCTION ON SHEET C350A SEPARATE SEWER SERVICE CONNECTION PERMIT REQUIRED FOR THE BUILDING, TO CONSTRUCT/COMPLETE BUILDING SEWER AND TO CONNECT TO THE SEWER MAIN. 0 it S Q) zs ` L 30' _0 -t—x 0,2 U I X_ _,___X_1 -U 1 4" R 0WX11 00? x _j �ROW OF 1004- 1" x DECIDUOUS TREE KC #8588000070 PF �SEE C-6XX SERIES PLANS FOR UTILITY CROSSING INFORMATION 20 0 10 20 40 Scale 1w=20' Know what's below. Call two business days before you dig. LAR-1EHAN`EN 'A'V_-kTER ATN17D SEWER DISTRICT 11 Water Plan selver Plan Dated -A-PPRON-ED FOR CONSTRUC'TION ST_rBJF_CT TO CH: INGES ',\-OTED The District's ieV1t1'v Is not a confinmation of any dimension or quantifies sholam in the plans and Will not relieve the Developer or Engineer from responsibility for plan errors_ ?Ko Changes -shall be made to the plans except,.vi:th the consent of the District. Development Eng1ReeFiHg'_N1aRageF Date The District's approval of this construction planv%rill expire-- one (1) year from the date of plan approval if constntction has not commenced by such. ciate. or two (2) years from the date of plan approval -if construction has commenced. LEGEND PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR 230 — PROPOSED CONTOUR (INDEX) 231 — PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING PROPOSED BUILDING CONCRETE WALKWAY HEAVY DUTY CONCRETE ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT (AC) PAVEMENT P P - M EXPOSED AGGREGATE O, CF(?Oq N GRAVEL SURFACING MULCH SURFACING SITE WALL ROCKERY VERTICAL CURB CURB AND GUTTER PRE -SETTLING BASIN SAND FILTER GRAVEL DISPERSION TRENCH LEVEL SPREADER SHEET FLOW DISPERSION BID QUARRY SPALL DISCHARGE PAD AREA/YARD DRAIN CATCH BASIN TYPE 1 O CATCH BASIN TYPE 2 saw STORM DRAINAGE PIPE --------------- FOOTING/SUBSURFACE DRAIN DETENTION PIPE ao STORM DRAIN CLEANOUT SDCOo FOOTING DRAIN CLEANOUT SSCO FDCO » DOWNSPOUTS I)S' DOWNSPOUTS W/ SPLASH BLOCK SIDE SEWER PIPE SEWER CLEANOUT Ll SIDE SEWER CONNECTION O SSMH BOLLARD • FIRE HYDRANT /WATER FITTINGS WATER SERVICE LINES ,2---,WATER METER V) SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT N FIRE SERVICE CONNECTION KEY MAP LAND--U—SE/PERMIT SUBMITTAL - RESUBMITTAL #3 06/21/2019 L. A) , ffA1Z=N1_ E 1-4 cu C0301M C, DU Ln < ¢ LO ryj CM %.6 6 cu CL r,j CU C:) p cn fo N W rj -a 01 LWSD #6318021 0 0 0 Cl) c) Uj L) 00 Cl) cn CL T Q Cn LO Q 04 Lij Uj 0 UU LLJ UL a J LLJ LLJ 0 Uj U. Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description Z� 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 L5 6/12/2019 LAKEHAVEN RESUBMITTAL #2 ZL 6/21/2019 LU/PERMIT RESUBMITTAL #3 SEWER C353 EX 8" CONC 00 CRD#SO434 ' � SS #1 48' SSMH OVERBUILD G \I W/ WATER TIGHT LID AND LWSD MH COVER I N 120359E 1270020 'I 6TH AVE S CL STA. 24+81.36, 5.67' LT �\ SEWER STA. 199+94.33 I \ CONNECT TO EX 8" SS c,7�55 RIM 429.13 IE 418.52 (8" E) IN 199+�0 200 00 EX IE 418.42 (8" N) IN EX IE 418.42 (8" S) OUT ,a 24.3' 35 PER LWSD STD PLAN SS-01 AND SS-02 SEWER MAIN COUPLINGS MUST MEET OR EXCEED 401 EPDXY COATED CONTRACTOR TO POT HOLE AND FIELD VERIFY LOCATION AND INVERT PRIOR TO �o � CONSTRUCTION OF ANY PORTION OF THE I 'J J 0 SEWER OR PLUMBING SYSTEM `� I W/ LADDER WEST I L0 t\ �^ NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY nF FFnFRAI WAY VERTICAL DATUM X 124 LF 8" PVC ` C-900 @ 5.4% \ y (PRIVATE) CO 41.- 6" SSCO STA. 201+17.79, 35.81' RT RIM 435.96 4 IE 430.96 (PRIVATE) NGVD 29 FEDERAL WAY VERTICAL BENCHMARK 2200-01 MONUMENT IN CASE AT INTERSECTION OF 1ST AVE S & S 312TH ST. PUBLISHED ELEVATION: 357.20' * UTILITY LOCATION NOTES 1. ELEVATIONS SHOWN FOR EX UTILITIES ARE APPROXIMATE OR PER RECORD DRAWINGS. 2. CONTRACTOR SHALL POTHOLE EX UTILITIES TO FIELD VERIFY ELEVATION AND LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY OWNERS REPRESENTATIVE OF ANY CONFLICTS IN ADVANCE OF ORDERING ANY MATERIALS. 1 V2 48' -SSMH MO ITOR __STA. 201 +17.84 "RIM 434.94 IE 425.345.34 (8" E) IN -1E 425.34 (6" S) IN _ IE 425.24 (8" W) OUT \ PER LWSD STD PLAN SS-01 AND v �SS-02 1 W/ LADDER NORTH (PRIVATE) i . ° e 38 LF 6" PVC n C-900 @ 15.1 m (PRIVATE) ------ ems-- I ...... FDCO—.......... — -- i{1 , \ 6" SANITARY SEWER CONNECTION TO BLDG FIFE 436 IE 431.00 (-5.0') (PRIVATE) LAKEHAVEN NOTES SEE LAKEHAVEN WATER AND SEWER STD NOTES FOR GRAVITY SEWER CONSTRUCTION ON SHEET C350A SEPARATE SEWER SERVICE CONNECTION PERMIT REQUIRED FOR THE BUILDING, TO CONSTRUCT/COMPLETE BUILDING SEWER AND TO CONNECT TO THE SEWER MAIN. SEE C-6XX SERIES PLANS FOR UTILITY CROSSING INFORMATION 20 0 10 20 40 Scale 1In=20' • • Know what's below. Call two business days before you dig. L: R. EHAA EN Nl�'ATER A-7D SEWER DISTRICT 11 Water Plats El selv-er Plan Dated APPRON ED► FOR C O STRUC'TIO SILT13JEC T TO C'H LGES NOTED The District's review is not a cignfrma-tion of any dimension sion or quantities shown in. the plans and will not, relieve the Developer or Engineer from responsibility for plan errors_ o changes shalt be ima a to the glans except w th the consent of the District. Development Enaineerina llanager Date The District's appmval of this censtnwtion plan will expire_ one (1) year from the ;date of phm approval if constanictionhas not commenced by such date_ or tip; o (2) years from the date of plan approval if constniction has connuencerl_ LEGEND — — PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR 230 PROPOSED CONTOUR (INDEX) __ 231_ PROPOSED CONTOUR EX BUILDING PROPOSED BUILDING CONCRETE WALKWAY HEAVY DUTY CONCRETE ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT (AC) PAVEMENT GRIND AND OVERLAY o0no�o0noQ EXPOSED AGGREGATE GRAVEL SURFACING MULCH SURFACING SITE WALL GA0CARCD0C:* ROCKERY VERTICAL CURB CURB AND GUTTER W W PRE -SETTLING BASIN/SAND FILTER W, W � W W >� GRAVEL DISPERSION TRENCH LEVEL SPREADER % SHEET FLOW DISPERSION I QUARRY SPALL DISCHARGE PAD AREA/YARD DRAIN CATCH BASIN TYPE 1 O CATCH BASIN TYPE 2 STORM DRAINAGE PIPE --------------- FOOTING/SUBSURFACE DRAIN DETENTION PIPE 00 STORM DRAIN CLEANOUT SDC00 FOOTING DRAIN CLEANOUT SSCO FDCO a DOWNSPOUTS DS e c:D DOWNSPOUTS W/ SPLASH BLOCK SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION Op SSMH BOLLARD FIRE HYDRANT I WATER FITTINGS W_ WATER SERVICE LINES # ---- - WATER METER f WATER SERVICE LINES FIRE SERVICE LINE i FIRE SERVICE VAULT FIRE SERVICE CONNECTION N C-351 C-352 C-354 C-353 KEY MAP LAND USE/PERMIT SUBMITTAL - RESUBMITTAL #3 RESUBMITTED SHEETS 06/26/2019 LU cc V U tu.a I� c) Ca Q g o c N �N-, M C > LO Q ,n Q M . , N U�� kO a p N � (n cn CL N N C N LWSD #6318021 O O W Z M O O Q V co 00 O� O a v) �� li �Lo 04 W IJ.I p U_ W W Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LIPID Revisions # Date Description 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 L 6/12/2019 LAKEHAVEN RESUBMITTAL #2 L 6/21/2019 LU/PERMIT RESUBMITTAL #3 SEWER ROW PLAN AND PROFILE Cm354 NOTES; c' WII§Rri"iG-* 1. MANHOLE SIZE W14L K f rr crfl.ua c €a DEPENDENT UPON THE NUMKR OF i PIPES INTO THE, THE MANHOLE, PIPE. SIZE, AND CONFIGURATION { THROUGH THE MAIN*0LE. M , 2, ALL MANHOLE RISER MINTS SHALL HAVE RUTH BUTYL RUBBER GASKET'S •ft atnPEn AND PRCrOPMEB (POPE TYPE) AIN'T KN MK0UT SEALANT, PtR PIERCE COUNTY EIliaMi 1 o SANITARY SEWER SPECIFICATIONS., STANDARD MH FRAME Arm CUYERi SEE DETAIL (SEE IIETAIL Its OR 1000 %LIBBER JOINT GASKET (TYP,) (SM WTE R) STAN'ZARD MANHOLE STEP (SEE DETAIL. 10€I1) SEC, A— CUT AND REMOVE TOP HALF OF EXISTING, PIPE, BOTT13M HALF TU REMA3N AS MANHULE CHANNEL. SLEIPE DCNCH IM NOT SET OVER EXISTING JOINT, CONCRETE .SLAT HAY--, RE PRECAST OR CAST IN PLACE 2� 6' PEA GRAVEL BASE: --- FIN 12 C F SEE PLAN FOF� I.E. AND DIA / TABLE 1. �'CONCRETE C13LLAR AND PRECAST � REIWORCIFD IiRADE RINGS) PIPE SIZE(SEE DETAIL 1(102) MIIIt�LIM W DIA. 24- DR LESS 48 3jV I LESS 6 4e LESS 7 7�" LESS 9�.` REINFI RCED QQNCRI TE �ICCCE MT CONE OR REINFORCED CUNCRETE RISER SECTION, IF NECESSARY -49, MIN, V FE s IF' DIAMC`�' LOWER SECTION REQUIRES 72#0 OR GREATER, THE CnN'TRACTER MAY USE REIWORCED CONCRETE TOP FLAT SLAB WITH OF`I'SET HOLE F13R RISER SECTIUN, CDAT INTERII_VEXTEi Fi CIF MANHOLE., INCLUDII BENCH, PER PIERCE COUNTY — `�tARIES, SEE -- STANDARD SPECIFICATIIINS_ TAKE --F EGA T REINFORCED CON R SECTEN MIN -CURE DRILL AND LINK SEAL. 1EATCR OR Kok—N-sEAAL SUOT C-ROWN . — � TO It�ISTALL H®KNOCKOUT Mr OVER EXISTING PIPE, PROVIDE 24 CLEARANCE IIN.) AROUND I. MIN. •� PIPE AND Gf UT. FDRt1 CONCRETE BASE AND . ,' CtiAJji! €IELDI PRECAST SECTION TO BE PLACED DYER MAIN AFTER REINFORCED C13NGRETE SLAB HAS BEEN ` ,s a ` POURED eNI3 MUST f HAVE h1,14M M #4 R IE' CIC LACH WAY EMBEDMENT IN CONCRETE SLAP, FIERCE COUNTY 3LIIC WO 1`II. =, & UDEPARTYX, NT' SEW `07`ll�'P�' DIVISION DATE ( 6--40bO SCALE STANDARD DETAILS I WMR'V DET#11L 3 ONCRET� ADDLE MANHOLE 2004 RAGE I OF I NTS CONCRETE SADDLE MANHOLE SEE PLAN FOf, I.E. AND DIA SET FLUSH W/FINISHED LANDSCAPE GRADE HDPE VALVE BOX SIZED FOR ADEQUATE ACCESS 2 2" PEA GRAVEL I 45° BEND niA PFR Pi AN LANDSCAPED AREAS n' (`nI I A Mr - PAVED AREAS REMOVABLE SCREW IN TYPE CAP 6"-8" T FILTER FABRIC 5 IN 'ED VIDE -0E & rE D RING 'E CAP FA 45 DEGREES SANITARY SEWER LIN CONC PAVEI PER FINISH GRADE 16" CONC. PAD — TROWEL SMOOTH & EDGE A BRASS CLEANOUT SCREW IN TYPE PLUG W/COUNTER SUNK HEAD 45 DEGREES SANITARY SEWER LINE NTS TWO-WAY CLEANOUT 2 SLOPE CONCRETE TO DRAIN 2% MAX DRAIN PER MECH PLANS MECH PLANS CI nnr- Tr\ A VERTICAL -CURB (2) 6" 22-1 /2 DEG BENDS NTS BEND AND CLEANOUT 3 E g -+ lS N [h ri N N a N O N a 01 C N LWSD #6318021 Cl) J 0 O = J O v t!) O UJ =co V o J Q tnvna m Oto CN � � Lu w w J LIJ Q J W uj a U. Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description Z 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 A 6/12/2019 LAKEHAVEN RESUBMITTAL #2 A 6/21/2019 LU/PERMIT RESUBMITTAL #3 SEWER DETAILS r\I IP A\I- /-n \ ^M ,Yr MP 1-nATr nr- /\nni In AALnV NTS SANITARY SEWER CLEANOUT NTS CAN WASH STATION BASIN 5 NTS NOT USED 6 IVV IGIVIr VRhf\I l,LI111�ILrf11L VI VVVVrl11VVI `LVVVvnVvv r� \J) r\ L_I�III IlL- I I — (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE O6I21/2019 INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. C=355 1'. I 1 <. ,I 1 i :Q i N 1 1 1 1, 1 i 1 � I 1 i o _ o I_ 1 t ---- — —� + KI KC ;#8588-530070 I 41 1 20 40 :/ Know what's below. Call two business days before you dig. PERMIT NO. 19-100960—CO APPROVED E 0 UJ � rN-i M C % < Ln Q M ,-i N En N N ^ tT L Q CO N ® aV .N a� J O O LU M Q Cn 00 a N J W 0 Uj W LL J W Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description L� 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 ZL 6/12/2019 LAKEHAVEN RESUBMITTAL #2 L 6/21/2019 LU/PERMIT RESUBMITTAL #3 PAVING OVERALL NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. DATE LAND USE/PERMIT SUBMITTAL - RESUBMITTAL #3 RESUBMITTED SHEETS 06/26/2019 C400 i., "V 0 M c M Q W N iR r D 3 N C f CN r- -- D � � 1 � 4yI Ii 1 o i'nn J 0 'C-406 C , \-r \ , NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. 4 I t, � 2" P 7'. _ V"' i - - �" „VISITOR/PARENT " +r ? �> c 4006 PICKUP/DROPOFF ---- - ENTRANCE - _ SIGN 1 \ ASPHALT PAVEMENT _ --- — - /HC0 / c` °5 (NP) �5 "NO PARKING/ACCESSIBLE C— 06 LOADING ONLY ALONG CONCRETE WALKWAY FLUSH CURB" SIGN 7 F C` 05 (NP) 1 ATTACHED TO BOLLARDQZ�30 L F LUSH CURB / f \ ( T 1 (::!�) ADA PARKING C-406 C-406 co I \ FIFE 436 "NO PARKING/ACCESSIBLE 1 C` o6LOADING ONLY ALONG FLUSH CURB" SIGN I ATTACHED TO BOLLARD ° I MATCHLINE - SEE SHEET C-403 BPYC: BEGIN PAINTED YELLOW CURB EPYC: END PAINTED YELLOW CURB NOTE: ALONG YELLOW FIRE CURB OR PAINT STRIPE SHALL BE MARKED WITH YELLOW 18" HIGH "NO PARKING —FIRE LANE" SPACED NO GREATER THAN 50' INTERVALS. IN PLAY AREA MARK "FIRELANE" Know what's below. Call two business days before you dig. LEGEND — — PROPERTY LINE EX CONTOUR INDEX ~r EX CONTOUR 230_ _- PROPOSED CONTOUR (INDEX) _231_ PROPOSED CONTOUR EX BUILDING PROPOSED BUILDING 1 CONCRETE WALKWAY HEAVY DUTY CONCRETE ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT am . (AC) PAVEMENT - GRIND AND OVERLAY Q OOQ 000 EXPOSED AGGREGATE GRAVEL SURFACING MULCH SURFACING SITE WALL ROCKERY VERTICAL CURB CURB AND GUTTER PRE -SETTLING BASIN/SAND FILTER - GRAVEL DISPERSION TRENCH LEVEL SPREADER -----------�— SHEET FLOW DISPERSION ED QUARRY SPALL DISCHARGE PAD o AREA/YARD DRAIN CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAINAGE PIPE --------------- FOOTING/SUBSURFACE DRAIN DETENTION PIPE STORM DRAIN CLEANOUT SDCO1i FOOTING DRAIN CLEANOUT FDCO DOWNSPOUTS DSO DOWNSPOUTS W/ SPLASH BLOCK SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION CO, SSMH ��— BOLLARD + FIRE HYDRANT � WATER FITTINGS I ----vd - WATER SERVICE LINES �---- WATER METER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION -F- PERMIT NO. 19-100960-CO APPROVED DATE C/) W W � J p F- N • m E S o 01 M N > M Q Q LO C 61 M S' N CD r�i N N O� -moo SZ ON O M A—' N • _..1 0 0 W = M o o V�00 f.L N J — W o U_ LLI J W Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description Z 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 �' 6/12/2019 LAKEHAVEN RESUBMITTAL #2 A 6/21/2019 LU/PERMIT RESUBMITTAL #3 PAVING Cm401 KEY MAP LAND USEIPE i QUL31VII 1 1 ML - rXF—OUDIYII I I HL ffO RESUBMITTED SHEETS 06/26/2019 (:n 100' �',',HA-442L,00 _+ P E. i_== 4 9.9. 9 NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. N 12 05408 ;2 27')' 2 , D49 MATCHLINE - SEE SHEET C-404 GATE SEE LA PLANS CONCRETE VERTICAL CURB (TYP) o� -T--"BUS EXIT YIELD TO INCOMING l ! VEHICLES" SIGN Op `, � L HEAVY DUTY ASPHALT I PAVEMENT (TYP) ASPHALT PAVEMENT (TYP) --CONCRETE WALKWAY (TYP) c- HEAVY CONCRETE PAVEMENT AT DW —ROLLED CONCRETE CURB (41 LF) c� 05 BPYC: BEGIN PAINTED YELLOW CURB EPYC: END PAINTED YELLOW CURB NOTE: ALONG YELLOW FIRE CURB OR PAINT STRIPE SHALL BE MARKED WITH YELLOW 18" HIGH "NO PARKING —FIRE LANE" SPACED NO GREATER THAN 50' INTERVALS. IN PLAY AREA MARK "FIRELANE" Know what's below. Call two business days before you dig. 18+00 20 0 10 20 40 Scale 171=20' LEGEND — — PROPERTY LINE EX CONTOUR (INDEX) - EX CONTOUR 230 ._ PROPOSED CONTOUR (INDEX) 231 — PROPOSED CONTOUR EX BUILDING PROPOSED BUILDING CONCRETE WALKWAY HEAVY DUTY CONCRETE ASPHALT (AC) PAVEMENT Ip. a HEAVY DUTY ASPHALT (AC) PAVEMENT GRIND AND OVERLAY Q OOQ 000 EXPOSED AGGREGATE GRAVEL SURFACING MULCH SURFACING SITE WALL Cat ROCKERY VERTICAL CURB CURB AND GUTTER PRE -SETTLING BASIN/SAND FILTER a - GRAVEL DISPERSION TRENCH LEVEL SPREADER f SHEET FLOW DISPERSION QUARRY SPALL DISCHARGE PAD C AREA/YARD DRAIN 7i CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAINAGE PIPE --------------- FOOTING/SUBSURFACE DRAIN DETENTION PIPE 00 STORM DRAIN CLEANOUT SDC00 FOOTING DRAIN CLEANOUT FDCO e DOWNSPOUTS DSO DOWNSPOUTS W/ SPLASH BLOCK SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION t" SSMH BOLLARD • FIRE HYDRANT WATER FITTINGS - WATER SERVICE LINES f '__.*----WATER METER WATER SERVICE LINES FIRE SERVICE LINE j FIRE SERVICE VAULT FIRE SERVICE CONNECTION APPROVED DATE LAND USE/PERMIT SUBMITTAL - RE UBMITTAL 3 RESUBMITTED SHEETS 06/26/2019 cu ��d m cu > CD N M Ln �� a M �= ru N N _1 (n (n Q a 0 O W = M O O a CO F-- 00 O Q I..L� N cc Q �s W W W _J W Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 6/12/2019 LAKEHAVEN RESUBMITTAL #2 6/21/2019 LU/PERMIT RESUBMITTAL #3 PAVING C402 KEY MAP tCB 502 R!M 4?6 C3-- 8, CPP SE ! 4248 1 STCB 501 RIM 427.64 1 12" CONC S it 424.41� 8" ,--PP NW If 4,24.26 1 iJ 1 1 II ( tif�l( II 1 I i A— i , �x " ; I 141 I 1 \ j o (D i I + � N I � 1 1 ; I: N � I 1 1� 1 0 1 I I � 4\\\W 1 i S �ug o 0 � I I I 1 � NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. MATCHLINE - SEE SHEET C-401 ro•ew•e�•ee•�o•ode•�o•oe•ee•ee•ee�ee•e®•ee•ee•ee•I SEE LANDSCAPE FDCC -- —� a PLAN FOR PLAY771 STRUCTURE AREAS a v SD \ �` f" N, \ X X�x>/ FD \ p�;i 1 ---- T m m NO PARKING - FI N LL / RE LANE z / ON 1 4% z 3Ndl Mid - JNDi Vd ON �N 00 I y I �JNI HVJ ON I I �U - -- ----- -- -----� cn 6 YELLOW SKIP I STRIPING (TYP) - I W I W ----------------' 1 5.0' 18" HIGH YELLOW ,I I LETTERING "FIRE LANE" I I 50' OC (TYP) i z .j \II II SEE LANDSCAPE J �4 PLAN FOR PLAY \ V STRUCTURE AREAS j ~{ i 1 • � I I I t • 4r#� I BPYC: BEGIN PAINTED YELLOW CURB EPYC: END PAINTED YELLOW CURB NOTE: ALONG YELLOW FIRE CURB OR PAINT STRIPE SHALL BE MARKED WITH YELLOW 18" HIGH "NO PARKING -FIRE LANE" SPACED NO GREATER THAN 50' INTERVALS. IN PLAY AREA MARK "FIRELANE" x i Know what's below. Call two business days before you dig. 20 0 10 20 40 Scale 1w=20' LEGEND — — PROPERTY LINE EX CONTOUR (INDEX) r ---251-- - s _ ` EX CONTOUR 230 PROPOSED CONTOUR (INDEX) 231 PROPOSED CONTOUR EX BUILDING ///Z/�// ///� j� PROPOSED BUILDING CONCRETE WALKWAY ,a .a HEAVY DUTY CONCRETE ASPHALT (AC) PAVEMENT r w HEAVY DUTY ASPHALT I (AC) PAVEMENT _ GRIND AND OVERLAY n �0�00 EXPOSED AGGREGATE GRAVEL SURFACING '000� o'oo oo:o MULCH SURFACING SITE WALL ROCKERY VERTICAL CURB CURB AND GUTTER PRE -SETTLING BASIN/SAND FILTER - _,•�� -_� GRAVEL DISPERSION TRENCH n7 05 LEVEL SPREADER SHEET FLOW DISPERSION 0 QUARRY SPALL DISCHARGE PAD - AREA/YARD DRAIN CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAINAGE PIPE _______________ FOOTING/SUBSURFACE DRAIN \ ZDETENTION PIPE 00 STORM DRAIN CLEANOUT SDCO 0 FOOTING DRAIN CLEANOUT FDCO e DOWNSPOUTS DS-y DOWNSPOUTS W/ SPLASH BLOCK SIDE SEWER PIPE -------. SEWER CLEANOUT SIDE SEWER CONNECTION SSMH BOLLARD •t FIRE HYDRANT WATER FITTINGS --- vv ---- - -: WATER SERVICE LINES ----WATER METER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION KEY MAP LAND USEIPE PERMIT NO. 19-100960-CO APPROVED DATE %Juulvll I I /yL o F%F_QUL;IY11 1 I ML tt4 RESUBMITTED SHEETS 06/26/2019 U M r1 > Ln C k a M ;-' M ON O N U) cn r? v_ a 0) s J 0 0 W = o Q V�� W cn z W G LU W LL J Uj Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LIPID Revisions # Date Description ZL 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 6/12/2019 LAKEHAVEN RESUBMITTAL #2 6/21/2019 LU/PERMIT RESUBMITTAL #3 PAVING C403 0 � M M W M OJ 1 >Q MATCHLINE - SEE SHEET C-402 mow 9 =Nfmmlt 00 P. . ws 2022286 4787o 9 EV ` 0,86 I I I HEAVY DUTY CONCRETE PAVEMENT (TYP) �\ / i g o CZ- 05 / I r° I SEE ARCH/LANDSCAPE \ i o x FOR WALLS (TYP) I ° 6 YELLOW SKIP \ -� \ I x mi STRIPING (TYP) i \ SEE MECH PLANS 1 0 \ FOR EQUIP PADS z m TYP `` 1 — — — — - / CONCRETE w 3� \ \ 0 20 -- WALKWAY c�5 0 Q 5 1 I (TYP) \ CID ® o \ l l PNE NO PARKIN IRETANE �` �' —.� .� �--, IR NO PARKING - RE LANE NO PARKING - FIFE LANE 0 0 �; I Na 1 'e. I �,yyN,A ON NV-1 21:11:4 - 0NDladcl ON: ' - - ° � i L� -� ,A ASPHALT 1 o �0 _ PAVEMENT (TYP) C` 05 rrI I 6' YELLOW SKIP \ c� , �� STRIPING (TYP) �/ a 20.0 5 I \ o ' I I' \ 18" HIGH YELLOW U® LETTERING "FIRE LANE" 50' OC (TYP) v W V, v 0,I I .I W i \ 1 Q \r 4l \ PLAY FIELD R350 5.0' CHAIN LINK FENCE \ \ BY OTHERS (TYP) \ \� — `b. X X X . X X X X X � X X �0 28. 432 ` GATE CATCH - -- 4 ` \ ----OP — Y J — P 10 - - - �0 P - --- --; -- — — -- OIL NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. PAP ee��e�e�ee�®e®®es®•®ems•®®e® \ i i l ` I CHAIN LINK FENCE 0 SEE LA PLANS e � � \ I �j 4� OII i I$ Io I x I Iii i c I l\ i C) x � \ 3� x � 1 30--- 1 SAWC UT NEAT LINE MATCH \ -I SOUTH 31TH STR T FLUSH l ;. X T - --- — - 92` S i 7 y�---X -� ---'�4_�-- --- GATE F xz SEE LA PLANS �. xQ x I� 1� X x __ DUOUS TREES BPYC: BEGIN PAINTED YELLOW CURB EPYC: END PAINTED YELLOW CURB NOTE: ALONG YELLOW FIRE CURB OR PAINT STRIPE SHALL BE MARKED WITH YELLOW 18" HIGH "NO PARKING —FIRE LANE" SPACED NO GREATER THAN 50' INTERVALS. IN PLAY AREA MARK "FIRELANE" Know what's below. Call two business days before you dig. 20 0 10 20 40 Scale 1w=20' LEGEND — — PROPERTY LINE _ EX CONTOUR (INDEX) EX CONTOUR 230 PROPOSED CONTOUR (INDEX) 231 -- PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING PROPOSED BUILDING CONCRETE WALKWAY ,a oa HEAVY DUTY CONCRETE ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT '. (AC) PAVEMENT Q OOQ 000 EXPOSED AGGREGATE GRAVEL SURFACING MULCH SURFACING SITE WALL G'._./CDdkCAC7t ROCKERY VERTICAL CURB CURB AND GUTTER W W 1 PRE -SETTLING BASIN/SAND FILTER - GRAVEL DISPERSION TRENCH Anon _ n�o C� LEVEL SPREADER SHEET FLOW DISPERSION ED QUARRY SPALL DISCHARGE PAD o AREA/YARD DRAIN 0 CATCH BASIN TYPE 1 O CATCH BASIN TYPE 2 STORM DRAINAGE PIPE --------------- FOOTING/SUBSURFACE DRAIN /f DETENTION PIPE am STORM DRAIN CLEANOUT SDCO m FOOTING DRAIN CLEANOUT FDCO DOWNSPOUTS DSO DOWNSPOUTS W/ SPLASH BLOCK SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION 0 SSMH BOLLARD •t FIRE HYDRANT r WATER FITTINGS W WATER SERVICE LINES WATER METER i WATER SERVICE LINES ' FIRE SERVICE LINE rl FIRE SERVICE VAULT FIRE SERVICE CONNECTION KEY MAP PERMIT NO. 19-100960-CO APPROVED 06/21 /2019 W � LL J O I— N LA/R u M C T-1 N o ^ rn rt N W a N ate, ate-+ O O N � Ln U) Q w W O 0 J O v Cl) 0 M V W = V O oO Q C/) F— N Q CL o Q M cor) Q � Z04W W 0 -� Uj -J W W a w UL Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 A 6/12/2019 LAKEHAVEN RESUBMITTAL #2 A 6/21/2019 LU/PERMIT RESUBMITTAL #3 PAVING Cm404 SEE NOTE 5 DIRECTION OF 10' (APPROX) BROOM FINISH (TYP) SAW -CUT, TACK COAT AND SIDEWALK MATCH EX ASPHALT GRADE WIDTH FINISHED GRADE-,12" EXISTING ASPHALT GRADE SAWCUT, TACK COAT VARIES AND MATCH EX 12 ASPHALT GRADE C°ov�o0o` o C O ooO.OyO FINISHED GRADE EXISTING ASPHALT CONTRACTION JOINT CENTER BETWEEN EXPANSION JOINTS SEE NOTE 5 00 00 o O o �/v�0000//O. 3/8" FULL DEPTH EXPANSION JOINT IN Q 00 O:0_ O . 0 0o a :o �� 0 0O 0\�i EX UNDISTURBED PAVEMENT /O//\\O,\\j\\O�\O/\\\i/O BOTH CURB AND SIDEWALK. 10 \\�/\\�\\�\O SPACING TYPICAL UNLESS OTHERWISE SUB -BASE MUST BE /\�\�\�\ NOTED. SEE NOTE 5 °O �° COMPACTED TO 95% MAX. 00�0 °� Oj/O//O//O/ #4 REBAR @ 24" O.C. EACH o�Qoo�a o.o Co oJo �o Oo0 \\��/ / EX UNDISTURBED WAY. PLACE REBAR IN 0o Oo o DENSITY PER ASTM D1557 oDOo0 / /O/ PAVEMENT SUB -BASE UPPER ONE OF SLAB 0.° �O� MUST BE COMPACTED FINISHED GRADE FINISHED GRADE WITH AT LEAST 2 INCHES ° ° ` TO 95% MAX. DENSITY D p p ° > p p o° OF CONCRETE COVER. 4 HMA CLASS 1 /2 ASPHALT �o Oo� Oo �, O O O o0 PER ASTM D1557 D D p D CONCRETE PAVEMENT o 0 / D PREPARE 6 SUBGRADE CRUSHED SURFACING BASE o O on » PER GEOTECH COURSE PER WSDOT SECTION " " 3HMA CLASS 1 2ASPHALT CONCRETE PREPARE / 9-03.9 O 3, COMPACT TO 95% 0 0 0 0 0 0 0 REPORT SUBGRADE PAVEMENT MAX DENSITY ASTM D1557 PER GEOTECH 4 CRUSHED SURFACING BASE COURSE " REPORT PER WSDOT SECTION 9-03.9(3) 12 GRAVEL BORROW PER WSDOT PREPARE /O//O//vv//vv//vv//v vv/v//vv//vv//vvvv//vv//vv//vv//vv//vv//vv//vv//vv//vv COMPACT TO 95% MAX DENSITY ASTM D1557 SECTION 9-03.14(1), COMPACT TO SUBGRADE 4 CEMENT CONCRETE, CL 3000 w,wwv/vvvv/vvv/v/vv/vv/vv/vv/w,�,ww/wv/vv/vv/wv, 95% MAX DENSITY OR EX SUBGRADE 12" GRAVEL BORROW PER WSDOT PER GEOTECH MOISTURE CONDITIONED COMPACTED TO SECTION 9-03.14(1), COMPACT TO 95% REPORT 4" CRUSHED SURFACING BASE PREPARE 95% MAX DENSITY PER ASTM D1557 MAX DENSITY OR EX SUBGRADE MOISTURE COURSE COMPACT TO 95% MAX SUBGRADE CONDITIONED COMPACTED TO 95% MAX �a DENSITY ASTM D1557 PER GEOTECH DENSITY PER ASTM D1557 -.._- REPORT 1 " MIN 11 Y8 —y4" 7" CEMENT CONCRETE, CL 4000 POLYURETHANE ° ° a ° \�%A 6" CRUSHED SURFACING BASE COURSE NOTES: NOTES: JOINT SEALANT PER WSDOT SECTION 9-03.9(3) COMPACT TO 95% MAX DENSITY ASTM D1557 1. IF EX PAVEMENT SECTION IS THICKER, MATCH EX SECTION. OTHERWISE, CONSTRUCT 1. IF EX PAVEMENT SECTION IS THICKER, MATCH EX SECTION. OTHERWISE CONSTRUCT FULL DEPTH EXPANSION JOINT DETAIL CONTRACTION JOINT DETAIL SECTION SHOWN. SECTION SHOWN. 2. SAW -CUT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING AND APPLY TACK COAT. 2. SAWCUT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING AND APPLY TACK COAT. NOTE: NOTE: 3. PLACE ASPHALT IN ACCORDANCE WITH WSDOT APWA SECTION 5-04. 3. PLACE AC IN ACCORDANCE WITH WSDOT APWA SECTION 5-04. 1. CONCRETE SHALL BE AIR ENTRAINED CLASS 3000 PER SECTION 6-02 OF WSDOT STANDARD 1. PLACE CONTRACTION JOINTS AT MAX 10' O.C. IN BOTH DIRECTION ON SLAB. CONTRACTION 4. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH 4. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH SPECIFICATIONS. JOINTS SHALL BE MADE BY SAW -CUT OR TOOLED INTO CONCRETE DURING PLACEMENT. GRAVEL BORROW. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS 2. FINISH: LIGHT FINISH WITH A STIFF BROOM PERPENDICULAR TO CURB. FOR GRADES OVER 4% GRAVEL BORROW. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION COMPACTION REQUIREMENTS PRIOR TO PAVING. 2. FINISH: LIGHT FINISH WITH A STIFF BROOM PERPENDICULAR TO CURB. FOR GRADES OVER 4% REQUIREMENTS PRIOR TO PAVING. FINISH WITH A STIPPLE BRUSH. FINISH WITH A STIPPLE BRUSH. 3. REMOVAL/REPLACEMENT OF CEMENT CONCRETE CURB SHALL BE FROM EXPANSION JOINT TO 3. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID. EXPANSION JOINT UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 4. JOINT LAYOUT WILL BE PER PLAN. 4. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID. 5. JOINT LAYOUT WILL BE PER PLAN. NTS IT HEAVY DUTY ASPHALT PAVEMENT STD DUTY ASPHALT PAVEMENT O NTS NTS CONCRETE WALKWAY 3 D HEAVYUTY CONCRETE PAVEMENT --5-1/2"-- --5-1/2"-- SLOPE VARIES 1" R SURFACING PER SLOPE VARIES 6" PLAN 1,> R 3,-6„ D ° SURFACING PER a / / „ 6" EXCEPT WHERE 1'-6" 2'-0" o ° 5-1 2 1 2 R SLOPE VARIES PLAN OTHERWISE NOTED a D D o 4 EX OR PROPOSED ° p a d a 3 1'-9" PAVEMENT SEE p p D 1'-4>� PLAN / » ° » 1 a �2»R o 1 2 R p D o 0 0 0 0 0 0 o p' D o 0 0 1 -4 SIDEWALK OR o m SURFACING PER PLAN [If PI ELEV PER PLAN 2 1 a R 1 » R 2 D p D o`- °0L 0 61�0a 1' MIN `i' o- VARIES 6" TO 72„ CAST -IN -PLACE CONCRETE p 00� S OPEH AND GRADE 00� Oo O� Oo o Ou ° �o o �o o , ��v�v�O h 6 CAST -IN -PLACE CONCRETE �/ o Oo o OoDo Oo�lo Oo�o Oo� CAST -IN -PLACE CONCRETE " 4 MIN CRUSHED SURFACING BASE COURSE COMPACT TO 4 MIN CRUSHED SURFACING 7-3/4 4" MIN. CRUSHED SURFACING 95% MAX DENSITY ASTM BASE COURSE COMPACT TO 1'-6" BASE COURSE COMPACT TO D1557 95% MAX DENSITY ASTM WEAKENED PLANE JOINT 95% MAX DENSITY ASTM D1557 D1557 PERMIT NO. 19-100960-CO ITS NTS ITS NTS APPROVED CONCRETE CURB AND GUTTER 5 CONCRETE VERTICAL CURB6 FLUSH CURB 7 ROLLED 0 CONCRETE CURB 8 DATE NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY LAND USE/PERMIT SUBMITTAL - RESUBMITTAL #3 (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE O6/21/2019 INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. 0 V ri cu Cl < M ,-1 Lq > Q d LO M .iS-.N C En -4 N �6 a O pp 3 N N U) a w Q • J O 0 = J V O O V w 3::o 0 � Cl) u) a N Q Q to W UJ 0 W W Q J uj W 0 W Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LIPID Revisions # Date Description O 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 O 6/12/2019 LAKEHAVEN RESUBMITTAL #2 O 6/21/2019 LU/PERMIT RESUBMITTAL #3 PAVING DETAILS C405 HEAVY CONCRETE PAVEMENT ASPHALT/CONCRETE TRANSITION PAVEMENT WIDTH PER PLAN SUBGRADE COMPACTED TO FIRM AND UNYIELDING CONDITION " O.C. PAVEMENT LANDSCAPE SECTION FLUSH WITH AC EDGE -45° TAMPED AND CHAMFER EDGE �r LANDSCAPE SECTION SEE LA HMA ASPHALT CONCRETE PAVEMENT PER PLAN CRUSHED SURFACING BASE COURSE PER PLAN PER WSDOT SECTION 9-03.9(3), COMPACT TO 95% MAX DENSITY ASPHALT LANDSCAPE TRANSITION ATTACH SIGN WITH 2 DRIVE RIVETS. SEE NOTE 0 0 0 SIGN POST CORNER SQUARE 2"x2", 14 BOLT SEE 0 GAGE. QUICK NOTE 7 2» 0 PUNCH 0 GROUND SURFACE 0 U70 ANCHOR SQUARE 22" 8" 2.5" X 2.5" 0. D. 7 GAUGE, 24" LENGTH SEE NOTE 5. 2" 2 CUBIC FT. CONRETE SQUARE METAL POST NTS PAVMENT TRANSITIONS METAL POST NOTES: 1. METAL POSTS SHALL BE TELESPAR QUICK PUNCH POST. 2. METAL STOP AND YIELD SIGN POSTS SHALL HAVE ALTERNATING 1' BANDS OF RED AND WHITE 3M DIAMOND GRADE SHEETING. ALL OTHER POSTS SHALL BE UNSHEETED. 3. FOR IN -SIDEWALK INSTALLATIONS, CORE 4" DIAM. HOLE. ANCHOR LENGTH MAY BE DECREASED TO 12". 4. POST SHALL BE ROLLED CARBON SHEET STEEL, ASTM A570 GRADE 50 AND BE HOT DIPPED GALVANIZED AASHTO M-120 YIELD STRENGTH 60,000 PSI MIN. POST SHALL HAVE 7/16" DIE -PUNCHED KNOCKOUTS ON 1" CENTERS FULL LENGTH, FOUR SIDES. 5. ANCHOR SHALL HAVE 4 7/16" HOLES ONE EACH SIDE 2" FROM TOP END. FINISH SHALL BE ZINC HOT DIPPED GALVANIZED MATERIAL TO MEET ASTM A500 GRADE B. 6. DRIVE RIVETS TO BE TL3806 3/8" DIA. 7. CORNER BOLTS TO BE TLCB516M. SITE SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES STOP SIGN R1-1 (30") LEFT TURN MUST YIELD R10-1201 DO NOT ENTER R5-1 (30") NO RIGHT TURN R3-1 (30") NO LEFT TURN R3-2 (30") RIGHT TURN ONLY R3-5R LEFT TURN ONLY R3-5L ACCESSIBLE LOADING* R7-801A (18"X9"): MODIFIED TO READ "ACCESSIBLE LOADING" AUTHORIZED VEHICLES ONLY* R4-3 (30"X36"): MODIFIED TO READ "AUTHORIZED VEHICLES ONLY" DURING SCHOOL HOURS* R4-3 (30"X36"): MODIFIED TO READ "DURING SCHOOL HOURS" VISITOR PARKING R4-3 (30"X36"): MODIFIED TO READ "VISITOR PARKING AND LOADING" AND LOADING* VISITOR PARKING* R4-3 (30"X36"): MODIFIED TO READ "VISITOR PARKING" OMS STAFF PARKING* R4-3 (30"X36"): MODIFIED TO READ "OMS STAFF PARKING" CURB LANE LOADING ONLY* R4-3 (30"X36"): MODIFIED TO READ "CURB LANE LOADING ONLY" * CONTRACTOR SHALL SUBMIT A MOCK UP OF ALL MODIFIED SIGNS TO ENGINEER FOR APPROVAL PRIOR TO ORDER OR PURCHASE OF SIGNS NTS 5 SITE SIGNAGE RESERVED PARKING BTATE DIBA9 ®PA xm Peke RIBOURM ° - vow A Q w a S PLANTING STRIP` .(I. ./ DETECTABLE WARNING PATTERN (SEE DETAIL g' 2'-D' FLUSH 0. ./fT. 2' csre-1 SEE CURB DETAIL DRAWING 3-4 SECTION A —A 72't MAX SLOPE �v 4 �s.o' Le.a• THICK CEMENT CONCRETE SIDEWALK NOTES: 1, RAMP AND APPROACHES SHALL BE CLEAR OF OBSTACLES INCL. HYDRANTS, POLES, AND INLETS. 2. RAMP CENTER LINE SHALL BE PERPENDICULAR TO OR RADIAL TO CURB RETURNS UNLESS OTHERWISE APPROVED BY ENGINEER. 3. WHEN RAMPS ARE CONSTRUCTED ON ONE SIDE OF THE STREET. RAMPS SHALL BE CONSTRUCTED AT CORRESPONDING SIDEWALK LOCATIONS ON OPPOSITE SIDE OF STREET. SEE DWG. NO, 3-9. 4. ON ARTERIAL STREETS, IN GENERAL CASE, CURB RAMPS SHALL BE CONSTRUCTED TWO PER RADIUS, IN OR PREFERABLY ADJACENT TO THE MAIN PEDESTRIAN PATHS. 5. ON RESIDENTIAL STREETS OR WHERE UTILITIES ARE IN CONFLICT OR STREET GRADE EXCEEDS 4.0% CURB RAMPS MAY BE CONSTRUCTED ONE PER RADIUS, AT MIDPOINT OF CURB RETURN OR AT MAIN PEDESTRIAN PATH. DETECTABLE WARNING PATTERN (SEE DETAIL) 12A MAX- SLOPE '-0' MIN. LANDING DETECTABLE WARNING A PATTERN AREA SHALL BE YELLOW, IN COMPLIANCE WITH WSDOT STD. SPEC. 8-14.3(3)��, fl� Al a B MIN. MAX. A 1 5 8" 2 3 8" B 5 8" 1 1 2" C 7/16" -3/4" D 7 8" 1 7/16" PLAN co n _ Q ELEVATION DETECTABLE WARNING PATTERN DETAIL �I�C�G�1MMM WORKS CURB RAMP IN VERTICAL CURB DWG. RESERVED PARKING 8fA7E DBABL®PAFIm PEiYT 1EOURM ° - --� EACH PARKING SPACE RESERVED FOR PERSONS WITH PHYSICAL DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES IN AREA AND SHALL BE CENTERED ON AND JUST BEYOND THE FRONT EDGE OF THE PARKING STALL. SIGNS MAY ALSO BE HUNG ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE. SIGN MOUNTING HEIGHT SHALL BE 60 INCHES ABOVE THE PARKING SPACE FINISHED GRADE. AT THE DISCRETION OF THE OWNER, AN ADDITIONAL SIGN MAY ALSO BE POSTED, IN A CONSPICUOUS SPACE, AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE. THE SIGN SHALL BE NOT LESS THAN 17 INCHES BY 22 INCHES IN SIZE WITH LETTERING NOT LESS THAN 1 INCH IN HEIGHT, WHICH CLEARLY AND CONSPICUOUSLY STATES THE FOLLOWING: "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED DISABLED PARKING SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PHYSICALLY DISABLED PERSONS MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT __ OR -------- OR BY TELEPHONING-------- NTS ADA PARKING STALL SIGN 6 #3 REBAR PRE -DRILL 5/8" HOLE & FILL W/ EPDXY NTS CURB RAMP IN VERTICAL CURB 2' MINIMUM 6-FOOT WIDE CONCRETE WHEELSTOP W/ POCKET CHANNELS FOR THROUGH DRAINAGE 10" MIN EMBED SURFACING PER PLAN ASPHALT PAVEMENT NTS 7 WHEEL STOP uiai�a��a,uu 2 LAYERS 4" WHITE PAINT STRIPE 71 NTS ADA SYMBOL AND BLOCK OUT STRIPING 6'-7" 3' -2" �4' 2'-5° 1' 3 -2 g'_3" g'_3" I 3' -2" 4' 4' DETAIL A - LEFT DETAIL B - RIGHT 2'-9" 2,-9" 44 1' 9'-4' 6'-6" DETAIL D - STRAIGHT SAME DIMENSION AS DETAIL D ARROWHEAD SAME DIMENSION AS DETAIL A ARROWHEAD 13'-4" 1' f DETAIL E - STRAIGHT/LEFT NTS THERMOPLASTIC TRAFFIC ARROWS PERMIT NO. 19-100960-CO U Q Q Ln +-, N CD fl N y 0 0 3 0 N N Mcu Ln U) ci w 3 _I O O = J O V O o a � H00 co I-- N Q �W Z cc W W W _I W LL J W W W U. Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description z2zL 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 L 6/12/2019 LAKEHAVEN RESUBMITTAL #2 L 6/21/2019 LU/PERMIT RESUBMITTAL #3 PAVING DETAILS DATE IT SUBMITTAL - NU I LMF'UKAKY ULK I If UAI t_ UIIUUUUNANUY t I uu) uK utK I Ir iuiA t ur uuturHlvk T (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE 1 2019 INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. PARKING STRIPING AND SIGNAGE NOTES 1. PARKING STRIPING AND SIGNAGE SHALL MEET MUTCD. 2.0� i 24" THERMOPLASTIC CROSSWALK STRIPE (TYP) VERTICAL CONCRETE CURB 1' TAPER FLUSH VERTICAL CURB o l` WIDTH PER PLAN NTS CURB TAPER 1 NTS CROSSWALK STRIPING NTS PARKING STRIPING AND SIGNAGE 3 NTS NOTES NOT USED NTS NOT USED PERMIT NO. 19-100960-CO IT 5 NTS ITS 7 APPROVED NOT USED NOT USED6 NOT USED DATE LAND USE PERMIT SUBMITTAL - RESUBMITTAL #3 E 0 N .Ny M C ? Lt) Q Q Ln M .-r N C C r�7 NO ^ Cu p. N i .'x''u CDp ru N Lf) U) d V 'N N N J 0 o = J o M LLJ O O 00 J Q Ci) Q Q ;� N J Q �W Li co LJ.I w w J Q Lu J W W W Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description L 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 A 6/12/2019 LAKEHAVEN RESUBMITTAL #2 A 6/21/2019 'LU/PERMIT RESUBMITTAL #3 PAVING DETAILS Cm407 06/21/2019 C 0 � 3 � 5.6 C O IC h • 77 �. f► , '-'9000 0� �� • , v • ■ A' I. w I11 Erman . i ILL■■��, ■ �! � �\ _ �i' ► OF 6.i i \ \ , q ■■I■i■■ i -- -- - — — ® ViN � U ain ono a�.�e�o o�o�o�o�o�o�u e RIM PIP • � I I i 1, �a �► Cyr � lrt�'� �d � • `' I I 1 �, „ , %i.'%%% %% %%%%%%%% % I c I■I■■■■■E■■■■■■■■►1■■I- Ni►�jiliq t� ■ , �s - I - NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. 40 0 20 40 80 Scale 1W=40' SOUTH 315TH T I \ \ A�- I \ ; I \ r KC-=88000075 \ I +5( f ■ RIME -� I-- I II 1 I i I I I I I I I I I I I I i I LAND USE/PER fr Know what's below. Call two business days before you dig. PERMIT NO. 19-100960-CO APPROVED DATE OIT SUBMITTAL - RESUBMITTAL #3 L— /Y 0 N M cu 9 C CD O N � � N � Q • 0 0 J 0 V W 0 V W � : V00 _! Q to cnRIO a �- O Q N J Q ce Z to ?' �M W 0 -� W Q ...1 W W W W Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description ZL 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 6/12/2019 LAKEHAVEN RESUBMITTAL #2 6/21/2019 LU/PERMIT RESUBMITTAL #3 FRONTAGE OVERALL Cm500 RESUBMITTED SHEETS 06/26/2019 445 ._....... ..... .. .. ............ .. ..I 440 -.. .... ..... . . .. .. .. . ... .. .. ..... ...... ..... . PVI STA 22+57 00 ..... 1 ..... .... 00 1 . ... .... . .... .. ..... ..... .. PVI ELEV 428 16 .. .. . .. ..... .... . . K:14.25 . . P ...... ...... ....... . . .. PVI STA:21 +70.00 .. K.20:80 435 PVI ELEV:425.81 LVC:50,00 LVC: 50.00 ... __I'll ..... ...-.... .... . ..... K:23.15.. .: Op .. o cQ ........ rn. O h7 .. . . .. . ... .. .. ...... ...... ...... . . . .... LVC:30.00 .. .. . N N O 1 oo EXISTING GRADE : O o O N O N N +d-. N .. +� N . M + N ... . N 19 . N @ C/L; l>7 LO . Ln N 00 (0 N CV IiJ c> N W �' I� N w + 0 + d + . ... ... c�i U m: . . N U�' . vi> b 430 . N -_ _ .. ...... .-......... ....-. ..... .NW NW U .... .... U -........ ..... > Um . . . �� . . . . . . . . . . . TOP OF CURB . . . •• (A > . > & E., _ Q.80% °' a� > > . - — -- ---- ----- ... . . . ... FLOW LINE .. ... °° 1J 2.70% — — -- -- _ -.- . 0 . Qco . . . .. .... .. . . . . . . _-- ...... . . . . . ... I\ 425I'll . W m N... t . .... ... .. — - ......1.1.1. .. ..... ... --- J �� _— ll" c� t,, _ _ 1...... ..... .. . N 11 �� 0 1 ....... .....4.00%� — — — '. .1 230 LF 12" SD @ 1.0% Q I , . w. . :. --_ -- - _ . ... . . I �— I � � I I U) 420 ... . . ........ ......... _ -- _ _ - ,; LF 1 2 -SD @ 2:5� _'.��' __ )r . . . � � � . . . - - 158 I I I r . I � I � � . . I I I I . . I I I I . I I . . . . r . - 1 1 LF @ 1 / 12„ SD 0 . .. . .. IU J _ - ,- . . .... EX WATER .. . . I D#4F, 4x8 PEAK 415 . - -- ... .. . CROSSING ...11 SD#2F CB TYPE 2 DIVERSION FILTERRA ....... . . ... . STA 21 +90.20, 17.08', RT ST 23+5 00, 1; 8 .I.......... ...... .... RIM 426,39 .... .... .... 1 . IE 420:28 (12" E) IN .. IE 424. 12�r 49:( N) (N: . IE 420.28 (12" S) OUTI ... IE 423.57 (12 E) OUT 410 . . . SI?1F CB TYPE 1 -. . . ;.... - SQ TYPE 2 -48' ........ .................. . . . . . . STA. 20+32.60; 16.74 ; RT . . . . . . . . .. .. STA. 21 +90 20 33. 00', R.T ... . . . . . .... . RIM 420:63 .. . . . . . , . . . . . . . RIM 427.68 . . . . . . . . . . . . . . . . . . . . . . . . 1 . ... . .. IE 416,4.0 (12" :N) I:N IE 420:38 (12" N) .IN ... . �. ....... ...... . . .. IE 416:4fl (12" fj IN . .. . .. .. .. . ....... . 405 .. :...... IE 416:40 (12" S) EX OUT : : . ...... : .. IE 420,38 (162" W)NOUT .:. ....... ... ! j � I . . . . . I . .-.� . . U O N . . . O I� cfl � ........ �.10 . . -... . . . d- ........ N ( 0) . ............ �.� Ln .............. �.� . . . � ...... N � . . � � .. _ (D � . . ........ . _ � r7 1� . . ......... . . . .. �.C9 � c0 � 0* NN N 0 cb.(6 . ._ . .. .... M.r� . . O pp.� ...1 . . 4) . . . . � O.) . . . . . r� r"N . . . . . � In0 N� W C) LO Cd- N c0N . . . U t+)O . r pCo N c0N �N O �- . . I) 0)d- . . . N 0)d- . . . . . N . � . �O r �6 J U O 6 6j . . . . . - Cj . . . . . . N -.c�j . . . . . N C� N . . . . . N-) n '>_, . . d Prj d- . . . . . Ln � Ln . . . . . C-0 L tO � Cp.QO I'- c0 � : : � �.� N.N " N.N CO� N.0.7 . . . � N.N . � . . . . . . N. . � C.(N CD J.0 �. W L- � V-.P' N .. . . N N C\ . . N d N.N . �.d- � C'4 N N N C� -,t . N N.N . N N.N N d. ! l N . N d N N . d N �. N N �. �.� N �.� N.N N N.N C N.N N ," . N C�J.N N N. " N.N N N N d . . . . . .I. � �t . . . . . ., � . . . . . . . 't.� . . . . . d. "I . . �. d .� ,d. d. Ltd 't-. . . . . . �Y �� . �. . . d.�r ..d �+d.�t . Wit. �.� . . . W U W J U . . . . . 0 J � �.'` y, J. V-. 0 W J.0 lL 1 . . U. I J. J.0 C� J.C� L.L. LLjI J.0 V-. U W U C� W J.0 LL.� b W. -.J.0 . L ILL �. J ,, � - C� W J.CU V-.� C� W J.0 V-.� 2 _j W LL.� U L J U W LL 1- C� W J U U �-.� W J U �.� U W J.0 . LL.� . . . . . . . . . .. . . . . . . . . . . .� ... .. .... ................ ........................ ......... . .............. 19+91120+00 21+00 22+00 23+00 EGCL =EXISTING GRADE AT CENTERLINE FL = FINISHED I 6TH AVE S - STA 19+90 - 23+70 GRADE AT FLOWLINE SCALE: 1 "=20' H 1 "=5' V TIC = FINISHED GRADE AT TOP OF CURB 0 T m N N W z O s � _4 m w , C' @ -I Oz Z On - 2 w 0 C E =- - > W 0) I (T Z ,,, p O N N E �__ I-__ W _. - _ T, - Z ` nu T FT Z r CO 0 H I c}-I �) < O O z _ > U p� is > r� n II 1 II W O Z Z \ I > Z Z r r I� O U O < �" _Z �O) :_ 71 11 z 11 l� � 3 p-- Q JY Cl) i n � P O ZZ� � O 0� 1 ZZ`.4 1� r pn� . . . Fw-O� @L'I') cnZ;n � � Q JW O I � z D mO Q� � II II G Jz� 0 Qx�� > Hoof \" I Nr7 Y@Ocii)) r-Z _� Y WO Zp_P rn .n CO 0 W rl 7 » � p" Q Q U W U > m o- Q W c6 O �� Ti r -n C14 o 16 LF 8 SD @ 0.62% g ^ d Oo F- o K W J ��ll V �� CD HZ 1 m m N O N J aII z it NQ N ci - ^�`)coOQO N I � . Caw �� m Icy 1 LL �O ap �_j °�I-_r1D' LLooz�z T N n� Va'nC:)Q00 LI �0')(0 00 @04L ��nzP X Z� >= ��) L �.rN�Q�w---------- ,% T-- ±Nw�� "+�z )uCA w X � o� i , \ I ( > �i ---- - -� --� --- - ----- N N Q g z OO�---M N N _--- -- o n �n m o 0 \ � \ 'I \ _ .— —� t% o =� / SWING G 1 i� i \ > j �` VI I p -- ----- -�-- W cc n � n Q_- cil)-- [il \ �:� �.. -.. ��' -F�e�- - _ �\ 0 �� it (V p : -- C r 0� Q _ € WN �p_ - N. J 6 I 2 - i ''^^ \ d- Z/// vi N• ink �� r^ ^VJ i' _ _ fb' S \_ t ___ - / / / / // CONNECT TO / o / % - -- - - - -7-- --- _-- s- �`---- - - � - - --� cn _ ) / / - / � I � -------- - / / 6TH AYEIVUE SOU% / — - C/L ROW \ --.---/-------. / --.L-- 21 +00 / , _ ---\-- _ - - --- - _ _._ ; - - ,... - - 22+00 - 5 -/ - -- - S � - - - - - - - _ S - --- - S - � - - -S_- - __ __ _ _ i T 420.82 1�, -; — V - T 420.32 \ ",,�. A � /- ��w _ \ 4 9.9t M.E. 4 0.00 ` w \ \ \ �' `� \� 419:2f M.E. 19.81 11 I \ \ \ s D - _ I ' /// / I' I e- - _ o I / - - - _ - `- -- __ --- / _- ---------- --- 4 0.26 0 II _--__._ .- 00 — _ — — — — — _..- ._ — __ _ ...... o vo 4� el— X s 4 _ —. x- — e o 741 � 14 z — — — IF-��-ryy I /V -- i i — ' N 7N - - - � r / " jf r. - 7 I a_. 1.— —�17 � __ / f �I �m �' + �` s _� // I I —X -- —X -- xi I I I i ( �b k 0 , �� - -I-- � �' � � I I � 11 1. � :% � _ / f ONSITE STORM I�� I II 11 I / /'� .-- / I � ✓I SYSTEM, SEE (I 1 41 / / . / i - SHEET C-203 (I I w ( ,- y/ z / I ,: FOR DESIGN / II i 0 � I I� /'� /6� `� / � /,�. � i r i I/ I I 11 1 1 I I ,f 11 /" I , -'` / i /; I/ I 6TH AVE S - PLAN SCALE: 1 "=20' NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. Im / -I \ =—= — — — _ ' _ _ _ — - - .M F- _�.---=------- — -- X z — \ — �-. -431— — --1 oUj �� — — — — — / - ' N w - 7 — — --I —--4\3?-- — — � m m - � SEE ONSITE PLANS - --- ---� / m — -- � _—,d — — — � J o -/ - FOR CONTINUATION — -SEE ONSITE PLANS - — — � c � — 434 FOR CONTINUATION — — — — — ,s0 o .A o� z—PPI 20 0 10 20 40 Scale 11=20' LEGEND - - PROPERTY LINE i __23J---.... _ _ _ EX CONTOUR (INDEX) / ,.- --23>— _ _ ,- EX CONTOUR 230— — PROPOSED CONTOUR (INDEX) 231— PROPOSED CONTOUR EX BUILDING I '/' //,//'/ / //fir, A PROPOSED BUILDING CONCRETE WALKWAY HEAVY DUTY CONCRETE ``�1! ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT . _°_Ra� (AC) PAVEMENT -, i GRIND AND OVERLAY �Q OOQ O 0 EXPOSED AGGREGATE o no o lna GRAVEL SURFACING 0 0 00 0; ,�, o ; / / / / / / / / ;,�,,�,,,,�,, ,,� , , , , ,;;;, MULCH SURFACING SITE WALL C�G� ROCKERY VERTICAL CURB CURB AND GUTTER ' W W � ' *' W 7 PRE -SETTLING BASIN/SAND FILTER W W Y Q GRAVEL DISPERSION TRENCH Q/n _ n C?M LEVEL SPREADER -_ SHEET FLOW DISPERSION RD QUARRY SPALL DISCHARGE PAD AREA/YARD DRAIN ® CATCH BASIN TYPE 1 O CATCH BASIN TYPE 2 STORM DRAINAGE PIPE --------------- FOOTING/SUBSURFACE DRAIN (��'C7_ Z DETENTION PIPE \ 00 STORM DRAIN CLEANOUT SDC00 FOOTING DRAIN CLEANOUT FDCO • DOWNSPOUTS DS6I DOWNSPOUTS W/ SPLASH BLOCK ----- --- - -- SIDE SEWER PIPE SEWER CLEANOUT LLI SIDE SEWER CONNECTION SSMH BOLLARD FIRE HYDRANT ./ WATER FITTINGS W WATER SERVICE LINES WATER METER "' WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION PERMIT NO. 19-100960-CO • • Know what's below. APPROVED Call two business days before you dig. DATE LAND USEIPERMIT 01 10ini I I hl- ' RGOUDIYII I I HL ttJ RESUBMITTED SHEETS 06/26/2019 U) _J 0 0 V U) V U -' 6 M > a Q --- Sri r,; N CD c En �- 00 ko CID S- N .N f"'.., O p 3 N .'-i U) (n CL w 3 ® C�L - .N .5 (U 0 0 W = M O O U) H Cn Go 0)Q Q F_ � Q 0 QUA W Ix 9— N cc ;� W e LJ.I w W W LLJ Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LIPID Revisions # Date Description Z 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 A 6/12/2019 LAKEHAVEN RESUBMITTAL #2 6/21/2019 LU/PERMIT RESUBMITTAL #3 FRONTAGE GRADING AND DRAINAGE Cm501 445 PVI STA:24+01.00 0 1 PVI ELEV:427.99 ... ....... ........ CO K:41.67 e LVC:25.00 PVI STA:24+90.00 PVI..ELEV-428.88 PVI STA:25+30.00 ii 440 '. oo N ..... _ K:786.8. PVI: ELEV429.31:.. Q _ 1- 1 0o N r EXISTING GRADE. LVC:50.00 K:9.14 v) �+� �+ w Q C L C) F0 . O In LVC:20.00 Y. (n> (n yl j lf) 00 . ifs O N o o m. (�M m U cD�N � 00� � dN �. w.i� �. T- w _ ....... ... ..... N. LUIC) . .... .. ...... 435 �/� 1 :: o TOP OF CURB v c w. . . . . N i e+ d FLOW LINE > m �' V Lv > m 3.25% _ .......... W 1 1 60 - - _ 430 _ r _ --_�_ .0- O 60,) - . p 3.2% U) 195 LF 12' SO 161 LF12"SD@ 1:1� W EX WATER N CROSSING425 0 �..�..�t Z 1: e SD#7F CB TYPE 1 420 V STA: 26+14.59, 28:55', RT RIM 432.9.0. . Q1 IE 429.00. (12' NE) IN ... e PROPOSED .. IE 429: 00 (12" S) OUT . SDNE CB TYPE 2-48' ....SEWER CROSSING SD#6F CB TYPE 1 415 e STA. 24+20:00; 33.00'; RT ;STA. 25+20:00, 17.09'; RT RIM 426.54 RIM 429.22 1 IE 422.68 (121' N) IN IE 426.20 (12" S) OUT e IE 422.68 (12" NE) IN IE 422.68 (12,' S) OUT . . . . . . . . . . . . . . . . . . . . e .. ... ....... ... .... 410 e .... 405 . . Ln "4- L.0 � p0 0 7) 00 0 O p0 0 M 01 �.� aD C a7.0 I�.� 0� o � 6 O O Lo � Q0 N Cp.� N 00.E C�1.� r'i.� . 0).'t . . . ..00.E 00 . L0 0 . . . 00 �0 .. ...... ......... �. Lr) . . . . . . e co r�'.Oo 00 r-, D3 0-) N 00.E --T) Opoo 00M9 N.N N p NN 0-) O)O . N�N Nr7 O r CD Opp O p. � ...... N N N W . L� C w L� � W . C _'. L�.- .LI LL . L��L_ ..� . .:b .0 W L� W LL� . . . . . 0 W U . Li.l-- . L.W. .. LL..�- W J.0 LL..� C2 W J 24+00 25+00 26+00 27+00 EGCL = EXISTING GRADE AT CENTERLINE FINISHED 6TH AVE S STA 23+70 - 27+00 GRADE AT FLOWLINE G TC = FINISHED GRADE SCALE: 1 "=20' H 1 "=5' V AT TOP OF CURB CURB RETURN TABLE NO L A R STA PC LOCATION TOP OF CURB ELEVATION STA PT LOCATION FLOW LINE ELEVATION PC 1/4 1/2 3/4 PT 1 39.19' 89.82° 25' 26+16.47, 18.00' RT 432.61 433.86 RAMP 434.16 435.46 436.79 26+41.47, 42.92' RT 432.11 433.36 434.96 436.29 i = m - m a �1 J 1 It > 00 1 Ld��/ O r> = C,, - No 00 n rN �I- �I/ n1 ro O x e o o) W� QJ� W� U ^o z�.-t, z- C)0 �N `i) m w N� m LI? O N - 2.1 t M.E. u N z z= r) U U�Nr�Qp I� (��rn I� o� 00 o + '------------------ - LL to LL+fl�i 435.T ILL: co �z N z -_4. LIJ' wQ O \ �- �- U 1_ cn3::- - A It NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. 6TH AVE S - PLAN SCALE: 1 "=20' - � N O� z�n �cn rri0 n M z > ---i m � z- pc0--n rr1 m r) w 01C45.5 I --J--D / .TP 433.71 TP 435.0 i ( c ,, O _ '` 2&t91�� 0 f. :HLINE SEE SHE T C-503 _j -u Fri F N 41 �' c t :;Woo 7� 20 0 10 20 40 Scale 1"=20' LEGEND - - PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR 230_ _ PROPOSED CONTOUR (INDEX) 231_ - PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING PROPOSED BUILDING CONCRETE WALKWAY HEAVY DUTY CONCRETE 14 ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT (AC) PAVEMENT GRIND AND OVERLAY Q OOQ 000 EXPOSED AGGREGATE GRAVEL SURFACING MULCH SURFACING ., SITE WALL CAMCANICA" ROCKERY VERTICAL CURB CURB AND GUTTER " y W PRE -SETTLING BASIN/SAND FILTER GRAVEL DISPERSION TRENCH once n�07, LEVEL SPREADER SHEET FLOW DISPERSION RD QUARRY SPALL DISCHARGE PAD ® AREA/YARD DRAIN CATCH BASIN TYPE 1 O CATCH BASIN TYPE 2 STORM DRAINAGE PIPE --------------- FOOTING/SUBSURFACE DRAIN DETENTION PIPE 0o STORM DRAIN CLEANOUT SDC00 FOOTING DRAIN CLEANOUT FDCO • DOWNSPOUTS DSa DOWNSPOUTS W/ SPLASH BLOCK SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION O SSMH BOLLARD • FIRE HYDRANT WATER FITTINGS 16 w / WATER SERVICE LINES �-- - - WATER METER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION PERMIT NO. 19-100960-CO • Know what's below. APPROVED Call two business days before you dig. DATE LAND USEIPERMIT U0IV11 I I M1- - nF-OUDIVII I I HL ttJ RESUBMITTED SHEETS 06/26/2019 U (3N *-i M C j Ln Q LO N M -U N N ^ O^i kD u Q ['O N +' r M N ® CL ® .N c .a1 W J O O J O pV� yr O V W � = VGo o U N J Q to W W W W LL W W Im Uj U. Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description Z 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 6/12/2019 LAKEHAVEN RESUBMITTAL #2 ZL 6/21/2019 LU/PERMIT RESUBMITTAL #3 FRONTAGE GRADING AND DRAINAGE Cm502 460 .. . .. .. .. .. .. 1 . . . .� . Q 4551. . o ... ... .... .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . : . . . . . RVI STA:12+91.00 ....... ......... _. .. ............... ..... ..... ......... ........... __... .............. .... .. .......... __..... .... i ....1. . .. . ... .. . . PVI ELEV 442 82 Q r . ... PVI STA:11+18.00 . L . K z3 80 V C.50:00 w . 140 LF 12" SD @ 2.0% PVI ELEV:440.23 0 �r� o r . .. ' - > o' 4501.1. 1.I'll1 K.13.34 CD N Q v .. . . . ..._ . LVC:50.00 ._ ..11 ... __. _ . ......... .......... ........ - .. cfl ._ .. �t1. rn cis orn oo oco . . . . +� N .. .. . ... . . '�� o; - ..:.: ... .. .... �� 0� . . . . . . �O. �� . . �U. (lj� . . .�' �>U> W .N + LiJ O . . . . . . . . . . . . . . . . . . . . EXISTING GRADE . . . . . + o . . . . ... . .. w ... '+d Uhl > �i W M `- m I In 445 ® C L1. -- ..... - . r. . .. U > i�i _-........ oo Q . . . . . . . . . . . . . .0 U m . . . . _ -.... . . . . . . . . . . . ....... -_ . _ .. .... .... ...... _ __ ......... .......... E - (n J U . . . : . . . . . . 1. . . . : . . . . . . m . . . . :._. . . . . . 1. . . . . . . . . . . . . . . . - - - . . . . . . . . . . .. ...... i __--_-_ _ - - - - - - - - -- - __ 0. - 60% . . . . . . . W o cn TOP OF CURB ... ......... .... 1 .... . - - -- W 440 .o o Ld . . > FLOW LINE•1.-' . ...... ... 1. .. _ .... .+ . _ _ : N . . ... .. ..o _ __ . ... 1.1111.1 �_ co j _ 5qo �111 �__ ... ... F ,,. 12 SD p 2.3% .. ... .. 1. ... . - W Q J- 115 L I'll. . . . .. (n U. __- ..... -, . . . . . .... ... .. .. . . . . ^ C7 Q 435 -- - ._ -- - .. . .. .... ... .. . e CO .. ....... .. - ....... - ........ .. ....... .. ... . . .1111 ... TYPE 1, _ .23 LF 12 SD © 5.7% .1. 246 LF 12 SD O% . .. .. . ... .. STA 13+89 98 442.25 17.01 , RT . ... Z _ 1 J .. ... .. ... ' PROPOSED :1.1RIM IE' 440.22' (8„ E)' IN . WM CROS S I NG 61 F L 8 SD 2.0% 430 ....... SD1k10F CB TYPE 2 .. SD#1fF CB TYPE_2 :48 _ _ _ . 1. ... �- ' SD#9F 4x4 PEAK D RSION FI RRA LTE STA. 12+00.00, 17.01', RT STA 12+9T.00, 28;50`, RT :... .....:..... i .. STA 10+82.00, 18.00' RT RIM 441.49 RIM 443.00 .. EX WATER .... SQUE CB TYPE 2-48 FL 438.34 ... ' IE 438.46 (12" W) OUT IE 435.24 12" E IN . . . . CROSSING ..... , STA. 10+44.77, 28.50 , RT IE 435.84 (1 2" ,, E) IN . . . IE 4 35.24 (12" W) OUT . . . . . . . . . . . : . . . . . . . RIM 437.00 IE 434.58 (12 S) OUT . . . . . 425 IE 430.32 12" E IN ( ,. .-) IE 430.32 L(12" SW) OUT . ..:. ...... ..... ' . . . . . . . . 3D*7F CB TYPE 1 1.. - . ; ...... .... . ..... . SEE SHEET C-502 . . . . . . . . . . ... . . . . . ... ...... . ... : . 42011111.I'll ...... ..... .. ...... .. _....... . .... . . . . .. 1 . . . . . . . . . . . . . . . . : -4- .- � . �N r'� 0) 00 �� "t N� � N c\ N d O� �� o Cfl� 00 (0Cfl. .-�, � (per. . . d CDC. ��. � ....... (0 C0 Off. ......I C . �0 Ma CO Q0 .� Lr7Q o 00 . . cQ0_ .. r� N _ ... l(j N ......... .. 6 ....... r- �. �� o ...._ - Oj o� ......... ..... ..... �. . . _(0 .._.. . N p . . . . � . r� cOcO. .od r7 �. r-� .6 r7r7. . . . . . 7 00�. N)rq .0 .r7 �� Ior� O d- p0. d'�. .0 ,t p.- 0't -. . . . O� 0- . . . . .� .-�. � -t�. . . . .� . . . . .d- r �. �:;:. . .N 1_:(N, mod'. .c0 .N NN. mod. ~N �''t�. Cj�. .r7 �jrj. .r<) Nr-) .rI) tpl� NN. , . . . . ")NN. � L � N NN. . . .N Nam. CN � .N NN. .C�j N �r d' 4 � d �r � � � � � � � d � - � � . �r � d . : . . d d er. . .It . . . . . - 't 't . . .dt d d Wit. . . . . .,t ��i. 't't d �. . --t' d �. . mod. . . . .It .d Nt7t. �-d. . . . mod-. d. .-t mod. . . mod. .� � d d ct. ' t- d- �. d d. d- " U L. _jU. . . . U - . W --tU. CD �. . . . . W JU. Li - .0 W JU . L� �. . . . . .0 . . . . . JU. lL . . U W JC). . L� . . . (3 JU Li . .0 -1C�. . lL I. . C� . . . . . . JU. . . . . L . f. . . . . .0 JU. . . . . . f. . .CD W -JU. L 1-. � �lU. L �. � W JU L� - C� W JU. L_ 1 .C� Lil _IU. .� � W JU. LI- �. .d U Li JU H- .mot J Li .d W J Li �- . .mot- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - -. W W r W - 9+70 10+00 11+00 12+00 13+00 14+00 ........... EGCL = EXISTING GRADE AT CENTERLINE -�'-, FL =FINISHED S 314TH ST - STA 9+70 -14+00 % - GRADE AT FLOWLINE _ SCALE: 1 "=20' H 1 "=5' V TC =FINISHED GRADE AT TOP OF CURB CURB RETURN TABLE TOP OF CURB ELEVATION NO L AR STA PC LOCATION FLOW LINE ELEVATION STA PT LOCATION PC 1/4 1/2 3/4 PT 2 26.41' 54.04° 28' i 13+43.89, 43.46' RT 443.51 WING RAMP WING 443.16 13+66.31, 31.45' RT 443.01 442.94 442.84 442.74 442.66 MATCHLINE l r O O6 I L Lu ', r n m (10 N t XII-11 S 314TH ST - PLAN SCALE: 1 "=20' NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. z 0 0 0 �_ o zE � � Q J Y O �a� (I-i') I �X � � Lil3�: U \ 1 C) --)o+ �'NLUQO 00`n) C'� LU - 1__L0 W t Q :2EL o) , Nc �� I :n it _:3: cn a 1 qq" i09 f�IPvi=442.60 LO 'PP NE IE=440.141. I CMP SE fE= -,- U _� 1 F 1. -_ Cn N 1 W 14, 14+00 W IV-- -+---- Q I�Cj) IW Z - J _ _ . -- o 0 - - : , F- < P m 20 0 10 20 40 Scale 11=20' LEGEND - - PROPERTY LINE -o--._ --- EX CONTOUR (INDEX) --237- EX CONTOUR _ 230_ _ PROPOSED CONTOUR (INDEX) 231_ - PROPOSED CONTOUR I EX BUILDING PROP I PROPOSED BUILDING ° CONCRETE WALKWAY HEAVY DUTY CONCRETE ASPHALT (AC) PAVEMENT I (. y °° HEAVY DUTY ASPHALT f r W' (AC) PAVEMENT ' __1� GRIND AND OVERLAY oDno�,q(' �O EXPOSED AGGREGATE .. GRAVEL SURFACING ;� ,\ \ \ , , \ \ MULCH SURFACING SITE WALL C�/DIZ ROCKERY VERTICAL CURB CURB AND GUTTER W. W.y � W ", :1 PRE -SETTLING BASIN/SAND FILTER _ -- � GRAVEL DISPERSION TRENCH on,o!� _r=,�;�?C n LEVEL SPREADER F 5 % 77 SHEET FLOW DISPERSION ® QUARRY SPALL DISCHARGE PAD Z. AREA/YARD DRAIN 0 CATCH BASIN TYPE 1 O CATCH BASIN TYPE 2 STORM DRAINAGE PIPE ---------��---- FOOTING/SUBSURFACE DRAIN ( �_z \ DETENTION PIPE 00 STORM DRAIN CLEANOUT SDC00 FOOTING DRAIN CLEANOUT FDCO • DOWNSPOUTS DSeo DOWNSPOUTS W/ SPLASH BLOCK ----- - --- - SIDE SEWER PIPE SEWER CLEANOUT Ll SIDE SEWER CONNECTION Op SSMH --- BOLLARD •t FIRE HYDRANT I f WATER FITTINGS __jw / WATER SERVICE LINES -------WATER METER 0 WATER SERVICE LINES j FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION - �....` _.. / ___- ___ - - - _ -- - - - --- - -- -____ -' • - _ / / - 11 Know what's below. Call two business days before you dig. LAND USE/PERT PERMIT NO. 19-100960-CO APPROVED DATE AIT SUBMITTAL - RE UBMITTAL 3 W 0 0 Z 0 �m 0 � M .0 - M >Q m > N W � J � �- N W NX oW 0 W M F-- ::) M co NN W W x �- o Wv Z aW 2 Z O __ =3a � W J , W -�- E g 1-1 6 N � - M �� N > Q .--1 �Lt, N M Q N I (n Cn 0... • 3: ® a .Cn Q) C .& W 0 0 W = cv) O O se Q C.) v r to 00 m Q J > .�� W � Q 0 aC U) W �Zco9 F_ N V..jim m Uj W U_ .J W Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description Z 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 6/12/2019 LAKEHAVEN RESUBMITTAL #2 6/21/2019 LU/PERMIT RESUBMITTAL #3 FRONTAGE GRADING AND DRAINAGE C=503 RESUBMITTED SHEETS 06/26/2019 �w I�! 0 � M M _ m M :� . , m �_ >Q > N I............. ......... ,,,"""",.......... ...... ... ..... ......... .. ..... ......... ......... ...... ... .. .. .. ...... ......... ......... .......... ..... .. ....... ..... ..... .. .... .. .. ....... ............. .......... ...... ............ ......... ... .. ............ .. .: .... .... .. .. .. ........ . . ........ ...... ..... .... .... N O 1 , ... '+^ W'. O �. O . 11 .� .................. ........ .......... .... .,,,.. ..: :............. .. :...,. ...... ......... .... .. .. .. ... ..... ....... ...... ...... ... ...... ........ ....... ....... ._........... .. ....... ...... ...:. .... .. ....... �.! ........ .. .. ........ ....... ......... .... .................. ..... ... ........ ..... ....... ....... ......... ....... ....... ..... ................ ................ 1 + �^ 1 PVI STA:14+84.05 ...... ....... ...... . .. . .. ... Y ....... ....... I ......: - - - - - li a --- -- .. .. .... .. , . PVI ELEV:441.66 w - .... ...... .. , . 1:12.19 a - - LVC:50.00 _ .... m . - - ... ........ ..... .... wli - :,, ... _ ..... .................. .....-LC) '-....... ... ... 10 � ..... ............... r Y. .....I. ...... .- ....... ....... .. .. .... . 1......... n ....... ..._.. ........ .... - o ar EXISTING GRADE O LO Q - 11 ::: , . . . . . ai - Qi (_ i . . Ln . . . . ... . . ®C/L o + w o I...... . d .. � ;z Wu: ....... .....I.. ....... ......... O TOP OF CURB ` n Q 4.25%0 ...... .... ...... ..... . . cn >. .� ..... . I.... m cn cn c� c _ - V 1 m FLOW....LINE . , � - - - ... .... ..... .... ....... ......................... ......... .... ...... ....... . .. - .. 3 50 �'-' r : 28 LF 12" SD ®2.3% - - W I --- W------ - - -- -- _,,^^ I I ...... ....... ...... .... V/ ... ... ......I CA " 1 .... :..... .... .... ...... .... .... . 440 ........... w - 0 d' t .....I. ... ..... .......1 T 1 . . . W II CA �� ... - ¢ . .. . . . ...... .......I ....... ...... ...I.... ...... ... �" 1 SD#14F CB T1fPE 1 CA. . . . . . . STA' 14+91.39 17' 11 ' RT . . . . . . . . . . . . . . . .. > W ....... _....... ..... ....... ....... ..... ... ......... �, ....... ....... ...... .-.... ........ .......... .".... ..... .....- . ........... . ....... .. ..... .......... ..... ........... ... ._ ... 435 Z . . , . . . . . . . RIM, 442.1.1. ..., ,."",. ,. ....... a . . . . . . . . IE 438.90 (12 N) ;IN .. .. .. .. ... : : ....:.... T I CONNECT TO EX SD PIPE (N) i . . . . . . . . . . . . " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . , . 1 : : VERIFY LOCATION :PRIOR : T.O . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... ... U CONSTRUCTION . . . . . . . . . . . .. . �--' IE 438;90 (12" :W} OUT: ......... ..... . $D#13F, 4x4 AND 4x8 ...... .......-. _ __ . ....... ....._- ........ ...... .... .... ........ ............... ........................... ....... .................... .... ... ....... 430 PEAK DIVERSION FtLTERRA , . . .. ... ... ....... .... STA 14+57.60, . 18.00 RT . ..... . .. .. ... ...... . 1 FL 441.82 ... ...... ........ ...... ........ ....... ...... .... .... .. . ... ...... IE 439:00 (g„ W) IN ....... . L .. .IE 438.28 (12" E) IN . .. .. ......... ...... .... .. .. IE 436.37 (12": S) OUT .... ... ...... ...... . . 425 EX SDMHk1476 STA: 14+31.40, 24.06', RT 1 .... . RIM 444:17. .. .. .. .. .: .... IE:438;05 (12" N) IN i .. ..... . .. ........ ...... .... .. IE 438:08 (12" NW) IN . . . . . . . . . . . . . .. .. .. ...... .... .... .... ....... ....... IE 438.05 (12 W) OUT . . . ... ..... 42 ... ....................... _ .. _ _ _ _ o 1 m N �. . . r7 N 4� O ' N � 0) QD N N, , � CV 60. , O N o� co re) �. O 00 00. . . . d- r7 It. . . . CO co O�, , G) , � � � , , r`, ... O , .N m�. . . . N 00�. . . . . .� ��. . . . . .Cb . .. . . . . . . mod. . . . . . . COS. . . . . . . Mom. . . . . . . r . . .� � . . . . . ��. .O (D(D. .O N d N ,N . . .N �-N. .N �N. ,N r-N. .N NN. . . . . .r� Cal . .rj trjrj. .d d d. .� ��. .CL7 LOCO. .� ��. .� ��. .� O N r7 rj Lrj .si ¢ I . . . . .� t7t . . .� I' cf-. , . . .� cj-,t. , " , .� "td-. . . . . . d-d. . . . . .� "t-t .� "td. .-- d'�' � mod. c}�. .d �cl. .� -IU .d JU JU. .� JU. JU. JU. . . . . .L� JU. . . . .� 1-)U. .Lo JU. (� JU,tC) JU . � d �1-. . . . . . d- d' d-. . . . . ..zt d' �I-. . . . . ..t d^ �. . . . . . 71 �- �. �- �. L� d- LL F- � LL F- l� . Li I- d U_ [- d- L_ F- �. d �. �I mod. d Wit. d �. ��. ��. ` �F - . . . .� d d ... ......... ). .0 -I0. . . . . .0 -IU. . . . . .0 _j0. . . . . .0 -IU U _jU. . . . . .0 JU. . . .0 'IU. .C� JU. .C� JU. .C� JU. .C� JU. .C� U C� U . . . . . .� . . . . . . . ..� . . . . .0 _j .� :CD U . . . . W LL �. . . . . . W ILL �. . . . . . LiJ LL I-. . . . LEI L� 1-. . W LL I-. . W LL f-. . W LL f-. . LLj L.� �-. Lj LL}- . . . LiJ I.t_ F-. . W LL I- . LLJ L�J W L J . L�J LLJ W , , . . . W L� L�J LJ � LiJ 15+ 16+00 17+W 18+00 18+50 EGCL = EXISTING GRADE AT CENTERLINE FL = FINISHED S 314TH ST - STA 14+00 -18+40 _ GRADE AT FLOWLINE - SCALE: 1 "=20' H 1 "=5' V TC = FINISHED GRADE - AT TOP OF CURB ¢ I I Ir W 0 ry z I I 00% F- Z r O i I XJx Zz WO oF= ❑ zo a° 0}-q Q�w I Iz Z z 0 00 F- � w 0 of I V) o�� m om: CD ^ I I I x � . >= 00 UFO �z o\ ' �oQo 00 l LI � `n cli N i'� ,I N z� I- 0 I i I I M ❑ + ao Y ��U iCB :'"100 RIM=442.00 r- - , Q g W r r Y� -t CL 0 0 4" CPP E IE=43� 93�' Q Q� �0 �'? ,--AHE3_ #104 I i I 1 4 z 0 8" CMP S IE=439,79 ' F- - �F- � n c F 4541 .E I ❑ WQ �Q�I) I C!J(nE�Na- NAL hJO 1rrA.H R I-� F_ 0 t -�� / N:120-�- .-zi I I C0 0- N Li � 0__ - P _ - - - , :7 ZR 3t M.E. V �, y -fi - �� I \ OF ROW 249, -- 4 4. 1 `-' a -°-r - _ 1�? CONC E t=451.49 I454.33 1 W __ ----- -� �_`.j �-t.--_�-1- r ' -- -- -- -- --- �,�___-- � ! 1; „ CCNC S !L-451.42 i l r _ - - W - 4 a _ _ __ - __ __ __ - -_ __ - CH � -- "F <' GAS, \ .. I � ® � _�.-._=------- _ _ �� I N -- - VJ - - L - .W - - A� - _} - T - -- i - _ = T = - _-- - - - - T - - --- -� EDGE v ( --_ =- -._-_ - "t Vt �V - - 449:4 t-M. -451 9 t- M� ' -� _ ._ -s - - _ - =° _�_/� i rr -t1-i ` S A 1 \ n ;P 1q' S 2 _ __ -_ --- - _ 3.39 _ -- - - G - - s W - G I T44.2 M.�; , � 449. t �_ T SSMH 0902-1P, �F1!iM=443 15 - / ��i�' i` ,� SOUTH 3> TH S Ti9��T 6" PVC NE/8" NVC IN � / / i / 451.7t M.E. �� . / 453.9t M.E. , \-- I 1 +00 1 � ! CENTER CH,ANNVI-=433: 0 / / I J 1 / k (� � .. 2 -- W Cif 1 - I--- C / A� 16+00 / / j / 17+00 / / / / / 18+00'� I o COI ONNECT TO - - -- Z I _ _ 18+50 - o \ I - Z ' TC 443.51 443.2 < \ \ I d U TP 443.01 443.5 444.0 444.5 444.8 TC 446.00 TC 447 72 , \ \ \ \ { 1 ;, ,_�.... LUSH FLUSH FLUSH FLUSH FLUSH TP 445.50 ' �-P_4a -- - !' -- / -- - _ \ 453.6t MLE. ¢ - / - - - /}1 - 5 e ° n C� P ' '7.53 - - - r-_ CONNECT TO EX SD _--- ADJUST RIM TO FG , - - - r / - v 443 6 ;416 SEE ONSITE PLANS 443.6 a . 444s15 444.7 FOR CONTINUATION �� 443.4 nan- \� \ -- 1 \ \ � \ ®�- n -- -- \ \ , \ � \ ° �, \ -- -- � \ \ � `,\ � \ -�--_-�_ \ L \ w \ \ `' \ i, \ \ \ \ � s y � .. 1 t NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. \ 4 .72 47_47 \ \ I \ F- \ I \ \I \ I /I / I-- S 314TH ST - PLAN SCALE: 1 "=20' �_ 452.7t M.E. - T _ - _- �� \ _ J' I--\-----T- --- O \ I /. \ \ - \ �' 452.87 �..., , . ('n '- _ r - OP- -- \ - . 453 11 I BEET -_ -- --- -__ - _ --� ; - - O, J 4' CHAIN LINK _ \ � --_- W\ .. �. I I I Q 1 4i3.1 _ ao I I i i • Know what's below. Call two business days before you dig. LAND USE/PERT 20 0 10 20 40 Scale 1w=20' - PROPERTY LINE 23c--__.. EX CONTOUR (INDEX) r---23i- - .� -' EX CONTOUR 230_ _ PROPOSED CONTOUR (INDEX) 231_ _ PROPOSED CONTOUR j EX BUILDING 'i%,r//,�//i ///,� PROPOSED BUILDING CONCRETE WALKWAY HEAVY DUTY CONCRETE ASPHALT (AC) PAVEMENT °_y- HEAVY DUTY ASPHALT 1_ _ AC PAVEMENT \\\/ /I GRIND AND OVERLAY Q OOQ OOQ EXPOSED AGGREGATE . GRAVEL SURFACING 'o%; %; '0 MULCH SURFACING SITE WALL ROCKERY VERTICAL CURB CURB AND GUTTER . W � W 11 PRE -SETTLING BASIN/SAND FILTER W W W .Y W e - GRAVEL DISPERSION TRENCH O /Oo(� ., n ro �� LEVEL SPREADER I�� , SHEET FLOW DISPERSION QUARRY SPALL DISCHARGE PAD AREA YARD DRAIN / ® CATCH BASIN TYPE 1 O CATCH BASIN TYPE 2 � STORM DRAINAGE PIPE ___________®_®_ FOOTING/SUBSURFACE DRAIN ( •� Z DETENTION PIPE 00 STORM DRAIN CLEANOUT SDC00 FOOTING DRAIN CLEANOUT FDCO • DOWNSPOUTS DSSo DOWNSPOUTS W/ SPLASH BLOCK SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION O SSMH BOLLARD • FIRE HYDRANT WATER FITTINGS w WATER SERVICE LINES -- WATER METER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION PERMIT NO. 19-100960-CO APPROVED DATE AIT UBMITTAL - RESUBMITTAL 3 3 W co J O _ H f- N ,a Q W co X Qk O l p-y„ O W M �- = M �� N H W � \ .,,,A • �I �� t me m W � IY F- - N N 28977 p � R w 'I E ST � �� . NAL E� �, 8 W ,N-I M > V) Q ,-y � N M m a M +-' fu N O N 3i 1 Ln ch Q '• ' � ® a ® '_ N .cm J 0 0 W Z M O O Q V t!) co o0 O a J � F_ W r Q o a�� w � Z N to Q W - W o LL Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description ,�, 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 __ . _ A 6/12/2019 LAKEHAVEN RESUBMITTAL #2 © 6/21/2019 LU/PERMIT RESUBMITTAL #3 FRONTAGE GRADING AND DRAINAGE C-504 RESUBMITTED SHEETS 06/26/2019 v K ._ i 2" GRIND AND ' C) n OVERLAY (TYP) w 00 f ' Z N N `l rI 1 Lrl (^� � (nm � - v C7nQ o o SAWCUT LINE AT CL OF O u u z n n ti SOUTH TRAVEL LANE N �z� n W' STA. 20+29.37, 0.00' T o � BEGIN FRONTAGE IMPROVEMENTS3 =� ------ _ ------------------- --- —ASPHALT PAVEMENT 8 Q � a I z F, n o n o \ EX DRIVEWAY \ \ ; - -- y .. r EX CURB P `g w. — Cj o•--- CURB TRANSITION o i\ \ I ) — — — — — — — -� ✓' -� Gr_ n n N �0\ N — _ _ �-� STREET LIGHTING z m /I T `— - -- — PER ELEC PLANS Imo\ m p � I v -o — _ �:w- - - LANDSCAPE n n I / '?� I — — PLANTER PLANTING / O --- X --- X --- X ---XI s PER LA PLANS J Oa I W a I o iw N Z iT Cl) U I SAWCUT LINE AT CL OF SOUTH TRAVEL LANE (TYP) CL OF 6TH AVE S rrrir n��r�rTr �� STREET LIGHTING PER ELEC PLANS 1 — _LANDSCAPE PLANTER _ PLANTING PER LA PLANS — — NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. 6TH AVE S - PLAN SCALE: 1 "=20' SAWCUT LINE AT WEST EDGE OF SOUTH TRAVEL LANE 6TH AVE S - PLAN SCALE: 1 "=20' m. .J r O n ° -- --- 7-_—\ —A —431-- ---� — -� — 4132— — -' \— — , . o co 70� 434 \ O Ui O T_ / 4 \ nnn uini v rrnini�in r7i a _ n i> M 00 —z 7 O (DO� z - r nz O 4,- �JNC7z CO w Z n N C) U , OJ �. .n -p O m O z <�' - 0 � m r� n II it II II O F -P, 41 rro w c� w -, o O%1 Z '- Gh O) G) 'l ::E _2 N w IV 777 - S 314TH ST STA: 26+59.33 6TH AVE S STA: 10+00 SCHOOL ZONE FLASHING BEACON w "SCHOOL SPEED LIMIT 20 WHEN FLASHING" SIGN S5-1 24"x48")FYG, PER MUTCD SEC CD r 26�+91 7B.15, LOCATE 500' NORTH OF S. 314TH _ STREET ON 6TH AVE S. _ 47 �� 20 0 10 20 40 Scale 171=20' LEGEND — — PROPERTY LINE .�� EX BUILDING PROPOSED BUILDING ° CONCRETE WALKWAY HEAVY DUTY CONCRETE ASPHALT (AC) PAVEMENT 4 HEAVY DUTY ASPHALT g (AC) PAVEMENT 1yA/ GRIND AND OVERLAY v, ,j =rnl -I EXPOSED AGGREGATE GRAVEL SURFACING MULCH SURFACING C NG SITE WALL L ROCKERY VERTICAL CURB CURB AND GUTTER E. PRE -SETTLING BASIN/SAND FILTER -�� GRAVEL DISPERSION TRENCH ?C _ nuC , LEVEL SPREADER SHEET FLOW DISPERSION ID QUARRY SPALL DISCHARGE PAD = AREA/YARD DRAIN CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 STORM DRAINAGE PIPE --------------- FOOTING/SUBSURFACE DRAIN ADETENTION PIPE e� STORM DRAIN CLEANOUT SDCO o FOOTING DRAIN CLEANOUT FDCO DOWNSPOUTS DSO DOWNSPOUTS W/ SPLASH BLOCK - - —------- ----- SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION 0 SSMH BOLLARD • FIRE HYDRANT WATER FITTINGS w / WATER SERVICE LINES _..----- WATER METER � WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT ` FIRE SERVICE CONNECTION • Know what's below PERMIT NO. 19-100960-CO Call two business APPROVED days before you dig. DATE LAND USE/PERMIT QHDIV11 I I AL ' Mr-OUDIY11 I I HL 4.5 RESUBMITTED SHEETS 06/26/2019 0 Q m t UA W O F- N W Cn X o �- o n W m � M c� "N H W O W F- O c v Z Qw Z O �a 0 u, W J r W V •--�S' N M C ri N N C) N -2- 6L ® a .01 0 ® J U V W � = V00 O Q Cmc Q Q. CV') O Q S QZ '..� N to J W w W W LjL J Uj Uj 0 W ILL Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LIPID Revisions # Date Description 3 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 /5 6/12/2019 LAKEHAVEN RESUBMITTAL #2 �6 6/21/2019 LU/PERMIT RESUBMITTAL #3 FRONTAGE PAVING CM505 0"_ y C„ \1 C6—�( C4\� MATCHLINE - SEE SHEET C-% Io -' v)+ l 0� A 444.17 1[438.05 438.07 1LOW W IV 438.42 438.08 IF DER S W 442.60 11-4-1,40.14 0 Ik439.38 W O 0�_ CO I IC Z 1100 C0 Il -- - - - U Q _ .. I Un i II STREET LIGHTING `, SIDEWALK PER ELEC PLANS IF=A \ IILANDSCAPE -- PLANTER PLANTING I� PER LA PLANS NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. S 314TH ST - PLAN SCALE: 1 "=20' SAVE AND PROTECT EX UTIL TO REMAIN ADJUST RIM TO GRADE AHBL #104 - NAIL AND WASHER N:120540.3832 E:1270572.7049 ASPHALT PAVEMENT (TYP) TYP ELEV:444.33 ---�P� —--� —_CH6„ ` `` ° — T — — —— —\ T �— -� __ _ T 2 U51, BEGIN STA. 16+59.09, 4-INCH WHITE 14.04' LT a EDGE LINE I nQn,)-1 A dm=44._� 1,9 CTD 1 R-Li4 nA n nn T T "STOP" SIGN 1 STA. 15+51.12, 18.00' RT . CL 30' COMMERCIAL DRIVEWAY APPROACH \ it5q c 1 ST H 1476 RI1�� CEMENT CONCRETE MP N 14 22"" '' CURB AND GUTTER CMP E i 1 CMP OV- CONCRETE SIDEWALK _ _. CURB (�11109 R RAMP q:--5J1 NE- J 2- z DETECTABLE ' m < ` .,9 WARNING PATTERN ��14 (W O W Z� "STOP" SIGN — — _ t5O - STA. 13+29.79, 18.00' RT4 - �'CL 30' COMMERCIAL DRIVEWAY . ;APPROACH — -- j STA. 40+41.72, 13.88' LT END 4-INCH WHITE EDGE LINE I I STA. 18+ 10.34, 17.16' LT p END ROAD WIDENING UrD, i`(NORTH SIDE) \ �STC TRANSITION TO } 1�1.4' 1 / \� v' I I STCB 2 J STA. 17+96.15, 22.71' LT THICKENED i / 17+00 / 0 RADII TRANSITION 12" co EDGE 1 / 18+00 " o 1+50 S 314TH ST - PLAN SCALE: 1 "=20' RELOCATE EX ; CROSSWALK SIGN ' 2 ASPHALT PAVEMENT (TYP) SCHOOL ZONE FLASHING BEACON "SCHOOL SPEED LIMIT 20 WHEN FLASHING" 497 =453.39 SIGN S5-1 (24N48") FYG DNC E IE= '.49 i PER MUTCD SEC 76.15 )NC S IE=451. - ------------ STA. 17+49.42, 16.54' LT HEDGE 1 BEGIN ROAD WIDENING - (NORTH SIDE) 30 LF ASPHALT STA. 17+71.42, 14.31' RT THICKENED EDGE qz5jlBEGIN ROAD WIDENING �? 5, TRANSITION TO (SOUTH SIDE) I-�-- MATCH EX THICKENED EDGE END SCHOOL ZONE SIGN -- S5-2 (24"x30") FYG RELOCATED STOP SIGN PER MUTCD SEC 713.15 -x-- ___ y__--f----_—X=X STA. 17+93.73, 23.90' RTC X g SINK _ RADII TRANSITION CURB TRANSISITON I` 7_5 J1 RELOCATED POWER POLE 1 i U i ASPHALT PAVEMENT (TYP) Ix o STA. 18+24.19, 0.00' RT CL 8TH AVE S 7 STA. 18+ 10.51, 14.31 ' RT 16Q0 i SEND ROAD WIDENING _ j (SOUTH SIDE) I I 2.t�' 20 0 10 20 40 Scale 1w=20' LEGEND PROPERTY LINE EX BUILDING PROPOSED BUILDING -- CONCRETE WALKWAY HEAVY DUTY CONCRETE ASPHALT (AC) PAVEMENT .��° ® ®®® . HEAVY DUTY ASPHALT a a ° ¢`e- - (AC) PAVEMENT �j GRIND AND OVERLAY 00 00 EXPOSED AGGREGATE GRAVEL SURFACING MULCH SURFACING SITE WALL C�CJ��Illlllt ROCKERY VERTICAL CURB CURB AND GUTTER W: W, W W W W PRE -SETTLING BASIN/SAND FILTER GRAVEL DISPERSION TRENCH LEVEL SPREADER > SHEET FLOW DISPERSION ID QUARRY SPALL DISCHARGE PAD ® AREA/YARD DRAIN k CATCH BASIN TYPE 1 on CATCH BASIN TYPE 2 STORM DRAINAGE PIPE --------------- FOOTING/SUBSURFACE DRAIN DETENTION PIPE 0o STORM DRAIN CLEANOUT SDCO ^ FOOTING DRAIN CLEANOUT FDCO DOWNSPOUTS DS = = ! DOWNSPOUTS W/ SPLASH BLOCK - ---- SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION p SSMH BOLLARD FIRE HYDRANT W /WATER FITTINGS WATER SERVICE LINES �----- WATER METER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION Know what's below. Call two business days before you dig. LAND USE/PE PERMIT NO. 19-100960-CO • *1Zim i DATE 1 QUDIY11 1 1 ML_ ' RGQULj1V11 1 1 ML_ "J RESUBMITTED SHEETS 06/26/2019 L. AR o Ash z 28977 p ��sSIONAL E V rl O C' Gj > in Ln ry 7 N M C tn kO CL te,'' O p N a ru N cn a ... 3 = imp, = C!� J O O J O V M V W � � v O CIO Q to U) M� C N Q Qto W Wp Uj Q J W W W 0 W U. Date: 05/24/2019 Job No.: 21647.00 Drawn By: - EVW Checked by: LPD Revisions # Date Description \' 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 6/12/2019 LAKEHAVEN RESUBMITTAL #2 © 6/21/2019 LU/PERMIT _ RESUBMITTAL #3 FRONTAGE PAVING Cm506 !� FRAME AND GRATE NOTES: NOTES: 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M199) AND ASTM C890 UNLESS OTHERWISE SHOWN ON 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM FRAME & GRATE PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS. C478 (AASHTO M 199) & C890 UNLESS OTHERWISE SHOWN ON 2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN. CLEARANCE. PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS. STEPS IN CATCH BASIN SHALL HAVE 6" MIN. CLEARANCE. SEE DWG. 6 S• 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 :�'. z =: , No. 2-006, CATCH BASIN DETAILS. HANDHOLDS SHALL BE PLACED IN ALTERNATING GRADE RINGS OR LEVELING BRICK COURSE WITH A MIN. OF ONE HANDHOLD BETWEEN THE LAST STEP AND TOP OF THE " COMPLY TO ASTM A497 (AASHTO M 221), WIRE FABRIC yr TOP SLAB HANDHOLDS �' ADJUSTMENT SECTION MANHOLE. 3• SHALL NOT BE PLACED IN KNOCKOUTS. a m .- '`� ,: (LEVELING BRICKS OR GRADE 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. RINGS OPTIONAL). x ALL PRECAST CONCRETE SHALL BE CLASS 4000. 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. ��'-°'f �? i'•`''' ' •� 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR 6' 6" RISER SECTION .." KNOCKOUTS. KNOCKOUTS SHALL HAVE WALL THICKNESS OF 2" 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR 120" X 24" OR `: MIN. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL LEFT INTACT. PIPES SHALL INSTALLED ONLY IN KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS s..�. 24" plgM, � R FACTORY KNOCKOUTS UNLESS OTHERWISE APPROVED BY THE IS 1 #3 BAR HOOP OF 2" MIN. ALL PIPE SHALL BE INSTALLED IN FACTORY �: iv " ° ENGINEER. LADDER, ORIENT PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. ,>, a'•�' ^ � i_• : �. WITH INLET SO STEPS WILL WITH INLET CLEAR PIPES. SEE DwG. 5. KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER y .�• 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAM. PLUS CATCH BASIN WALL THICKNESS. 48",54',60',72',OR 96' N �.:� -' i "i:., ` . . DIAM. PLUS CATCH BASIN WALL THICKNESS. MAX. HOLE NO. 4-4. ,� �� SIZE SHALL BE 36 FOR 48 CATCH BASIN, 42 FOR 54 C.B., 415' FOR 60" C.B., 60" FOR 72" C.B., 84' FOR 96" C.B. MIN. '''• I':.1r "" DISTANCE BETWEEN HOLES SHALL BE 8" FOR 48", 54", AND 50" s` S. ROUND KNOCKOUTS MAY 13E ON ALL 4 SIDES, WITH MAX. "D" II " F '�"r - �' I I I C.B.; 12" FOR 72" AND 96" C.B. i i DIAM. OF 20". KNOCKOUTS MAY BE EITHER ROUND OR SHAPE. I I w i i i 6. CATCH BASIN FRAMES AND GRATES DR COVERS SHALL BE IN 7. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE = i i I I ACCORDANCE WITH SEC. 7.05 OF K.C.R.S. AND MEET THE STRENGTH f� t2" 12" RISER SECTION PIPE INVERT 15 5'-0'. I I �'"" '" `' REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621 D. r ` t.' :• I MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING a f 8. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION . 4'' DIAM.- ;`, FIT WITH ANY COVER POSITION. 2 #3 BAR HOOPS AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. . 5544" e" _ o Z 60• DIAM.: 8. L ;:,• : 7. ALL BASE REINFORCING STEEL SHALL HAVE A MIN. YIELD • I 72' DIAM.- e" `N = x' STRENGTH OF 60,000"PSI AND BE PLACED IN THE UPPER HALF 9. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE MORTAR }:' 96" ❑LAM: 12" v :' " ' • PRECAST BASE & OF THE BASE WITH 1 MIN. CLEARANCE. INTEGRAL RISER. � ,�fv `� " 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. Flu y..`. • ( t' "' '`' "'' ' s " �•• ;... .:<•., ,'r •.• i e...... • +. ' 4' >,- t . i :.:::, ' :='� ' ' ' := t�••r �" • • {" '- 8. MIN. SOIL BEARING VALUE SHALL EQUAL 3,300 POUNDS PER 1'-0" FOR 48", 54'. & 60' DIAM. SQUARE FOOT. 2'-D" FOR 72" & 96' DIAM. o 0 o a e ° o 0 0 0 9. FOR DETAILS SHOWING LADDER, STEPS, HANDRAILS AND TOP SLABS, 10. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN 6 MIN' °°O SEE DWG. N0. 4-4. OR CAST INTO RISER. 10. SEE THE WSDOT/APWA STANDARD SPECIFICATIONS SEC. ^� I 11. EDGE OF RISER OR BRICK SHALL NOT BE MORE THAN 2" FROM SEPARATE CAST IN PLACE *FOR SEPARATE BASE OR SEPARATE GRAVEL BACKFILL FOR FOUNDATIONS 7-05.3 FOR JOINT REQUIREMENTS. I I VERTICAL EDGE OF CATCH BASIN WALL. CAST -IN -PLACE PRECAST WE, 6" MIN. COMPACTED DEPTH #3 BAR EACH CORNER I i I ONLY FOR PRECAST BASE ONLY. -T I PRECAST BASE SECTION I REINFORCING STEEL (FOR SEPARATE BASES ONLY) REINFORCING STEEL (FOR PRECAST BASE & INTEGRAL RISER ONLY) N I \ (MEASUREMENT AT THE TOP / OF THE BASE) I 0,23 SO. N./FT. IN EACH DIRECTION FOR 48- DIAM. I 0.19 SO. N./FT. IN EACH DIRECTION FOR 54' DIAM. 0.15 SQ. N./FT. IN EACH DIRECTION FOR 48- DIAM. I 0.19 SO. N./FT. IN EACH DIRECTION FOR 54' DAM. #3 BAR EACH SIDE + / / 0.25 SO. IN./FT. IN EACH DIRECTION FOR 60" DIAM, 0.25 SO. IN./FT. IN EACH DIRECTION FOR 60" DIAM. 0.35 SO, IN./FT. IN EACH DIRECTION FOR 72- DIAM. 0.24 SO. IN./FT. IN EACH DIRECTION FOR 72' DIAM. 0.39 SQ. IN./FT. IN EACH DIRECTION FOR 96- DIAM. 0.29 SO. IN./FT. IN EACH DIRECTION FOR 96- CLAM. '0" RING #3 BAR EACH WAY :•:,•.a : a,.•.. - JULY 2014 JULY 2014 PUBLIC DWG' NO. WORKS CATCH BASIN TYPE 1 4-1 c nvw PUBLIC G �, LOPED Wa WORKS c�`� � „ „ „ ,! �� DWG. NO. CATCH BASIN TYPE 2 (48 '54 60 & 9S ) 4 , , ,72 , 3 NTS CATCH BASIN TYPE 1 22 NTS CATCH BASIN TYPE 2 23 4' 2 3/4' 2 3LB*5/8' m I I I •�-- MOIU l VM _ V213Q3J JO J.LID A r z NOTES: -� o 1. SELF -LOCK VANED GRATE MANUFACTURER SUBJECT (� -� Il_ I I n s o 0 c z o TO APPROVAL BY ENGINEER. M 2. USE WITH TWO LOCKING BOLTS 5/8"-11 NC STAINLESS TYPE 304 STEEL SOCKET HEAD N ~ �? n (ALLEN HEAD) CAP SCREWS 2" LONG. NOTE Z z SLOT DETAIL. j 3 C? A m y 3. MATERIAL IS DUCTILE IRON ASTM A536 GRADE Li 80-55-06. 4. "OUTFALL TO STREAM DUMP NO POLLUTANTS" SEE NOTE 2 �a MAY BE LOCATED ON BORDER AREA. - - - - - N 5. INSTALL BI-DIRECTIONAL VANED GRATES AT - N SAG LOCATIONS. 1/2" LEnVIS RECESSED J L1/2" f- FLOW i i i 6. THE WORDS "CITY OF FEDERAL WAY SHALL BE jYp T BE FLUSH. SEE NOTE 4 TYp, NOTES: LEVEEING PAD 1/6- X 3/4- X 2 1/4" t/2" OMITTED IF GRATE IS ON A PRIVATE SYSTEM. LEVEUNG PAD (iYP) 8 - 1/8- X 3/4- X 1 3/4- 1. USE WITH FRAME DRILLED AND TAPPED FOR 23 3/4' FOR SLOT DETAIL SEE DWG. NO. 4-5 LOCKING BOLTS. PLAN COVER 2. USE WITH TWO LOCKING BOLTS 5/8"-11 NC STAINLESS STEEL TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) CAP SCREWS, PLAN 2" LONG. 5• DRAFT M 3. MATERIAL IS CAST IRON PER ASTM A48 CLASS 30. N to t 4- 4. THE WORDS "CITY OF FEDERAL WAY" TO BE OMITTED IF COVER a N In L3/4' IS ON A PRIVATE SYSTEM. ELEVATION 5/8' I 3/4" I^ 4 3/4' FINISH DIM. ON SECTION A -A LEVELING PAD. REV. MM 2011 Q � h WORKS VANED GRATE (FOR USE IN PUBLIC ROADWAYS) �4 10 IT' VANED GRATE 8 REV MAR 2011 cnv'v PUBLIC DWG. NO. lCr� SOLID RECTANGULAR COVER 4-7 PERMIT NO. 19-100960-CO WORKS IT' APPROVED SOLID RECTANGULAR COVER DATE C4W cu o > 01 ,Nr Ln a N Cj uj N O CD N m N Q a O Oco) W = O O Q V c� c °° a O QUA c� Z N co J 9 e W LLI 0 LLI uj LL- -i uj Date: Job No.: Drawn By: Checked by: 05/24/2019 21647.00 EVW Revisions # Date Description Z 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 L 6/12/2019 LAKEHAVEN RESUBMITTAL #2 ZL 6/21/2019 LU/PERMIT RESUBMITTAL #3 FRONTAGE DETAILS Cm507 NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY LAND USE/PERMIT SUBMITTAL - RESUBMITTAL #3 (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. O6I21I2O19 STANDARD 90°NOSING PRECAST TOP SLAB (OTHER NOSING AVAILABLE UPON REQUEST) _ ° 4"-6" CLEAR d A THROAT a a d OPENING d ° Q zr- ° a. Q • Q a a THROAT PROTECTION DEVICE Q DO NOT REMOVE - LEAVE IN PLACE UNTIL SITE IS STABILIZED AND FILTERRA IS ACTIVATED CAST -IN -PLACE GUTTER ° AND THROAT OPENING a (BY CONTRACTOR PER ° LOCAL STANDARDS) d .. #4 DOWEL BARS @ 12" O.G. BY ° CONTECH TO BE BENT AS ° NECESSARY BY CONTRACTOR PRIOR TO INSTALLATION OF PRECAST VAULT WALL d 4 d CAST -IN -PLACE GUTTER SECTION VIEW o STANDARD THROAT OPENING PRECAST PRECAST THROAT TOP SLAB TYP THROAT TOP SLAB OPENING OPENING TYP TYP • a CURB 4" MIN. 4' MIN. 4" MIN. ,. OPENING OPENING OPENING CAST -IN -PLACE FLUME AND GUTTER PRECAST DOWEL (SLOPED TOWARD VAULT WALL CAST -IN -PLACE VAULTWALLDOWEL FLUME AND GUTTER (CROWNED AND SLOPED TOWARD FILTERRA THROATS) CROWNED FLUME REVERSE FLUME - SLOPED TOWARDS FILTERRA THROAT SECTION VIEWS OF TYPICAL FLUME APPLICATIONS SEE ABOVE FOR DETAILS NOT SHOWN 6)fiIterra tner+eauerwwee nmreereo xaemw<« im�.xia¢su��mieu�"'iea�'ra m•�awrerm mrw xitlput Iha Pb Wbm" mn-t A CONfEGi. F h m P rpd Y DN of H upM1 mm am.w�d-.,.gym �wandmcoxrEcw tin.mY �Yk rN W I1fEd dWm CDN7= aq N w «raopvadM fir — u K F'dwirpa i+ bY.owi Mia auCCrad IMumwbn uWn ttlidi tlw 8 79 Y bcwtl ortl vuuI1YW mrdMmc •"io r«�.,w..ron of a. .cansa+,�w..im r« �.t®.a� NTECH" CONTECH" ENGINEERED SOLUTIONS LLC FILTERRA THROAT OPENING DETAILS www.ContachES.com 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 8W338-1122 513.545.7D00 513.s45-T993 FAX DATE:03104H5 I FILENAME: FILTERRA THROAT OPENING DTL DRAWN: SCK CHECKED: REV MAR 2011 FILTERRA PRECAST VAULT WALL (BY CONTECH) SDR 35 PVC COUPLING CAST INTO PRECAST VAULT WALL (BY CONTECH) FILTERRA FLOWKIT UNDERDRAIN SYSTEM (BY GONTECH) 4. 0 ._._..— c o .7 O -- II o FLOW 0 0 0 0 0 0 SDR 35 PVC OUTFALL PIPE AT Q MIN. 0.5%. SLOPE TO OUTFALL (BY OTHERS) 4 FILTERRA PRECAST VAULT BASE (BY CONTECH) SECTION VIEW SCALE 1 V = 1'-W (THROUGH PRECAST VAULT WALL AT OUTFALL PIPE CONNECTION) _f_ filterra_ it+s:.wairmiu mp�rnmm. MUput the RbrmXYnmwAcf CaM1atli. FCluremwnpyY tluc dto unahwn tlit oq Cp•«h m4�btlYd¢ISM'NbtW«r"4��uY�rhW—h—MAYCWuntloo hd"ean tw.u/Vled lobmokn uD.n wtMNa'dwlY bhmo aM rbelbtl matlEvv are amrh tlabe "ak ihe•e7 MW be bC•MachFmieE n.�aewkmmn attlio .contern.mo roIYH 7x baeetlm Me. «InmNe YC mi.nl C�TECH® FILTERRA OUTFALL PIPE CONNECTION ENGINEERED SOLUTIONS LLC TO PRECAST VAULT WALL www.ContodlEs.com DETAIL 9025 Centre Pointe Dr, Suite 400, West Chester, OH 45069 BW-33&1122 513-645.7000 51344-W993 FAX DATE:03.23.15 I FILE NAME: FILTERRA OUTFALL PIPE CONNECTION DTL DRAWN: SCK CHECKED: XXX *IFREQUIRED 'INLET PIPE NOT BY CONTECH (LOCATION VARIES) m V O � LU A LU Qz 0 INLET ACCESS OUTLET PIPE NOT BY CONTECH (LOCATION VARIES) VAULT LENGTH "CURB INLET TRANSFER OPENING 4" x 15" ON 4' WIDE VAULTS T-,r7-!TF 4" x 20" ON 6'-B' WIDE VAULTS ff — ---------LL--------- F1 I I I I I I I I I 1- - 6a I I I I I I I I L—F—TL--------- --------J OUTLET ACCESS 2-0 MEDIA BAY MIN PLAN VIEW CURB AND GUTTER, TYP. (NOT BY CONTECH) SEE CURB INLET DETAIL UN DERDRAIN A 70 CLEANOUT 2"0 IRRIGATION PORT (TYP 3 PLACES) TREE GRATE FILTERRA NAME DESIGNATION MEDIA BAY SIZE VAULT SIZE (W x L) MIN VAULT DEPTH (RIM TO OUTLET) WEIR LENGTH/MAX CURB OPENING * MAX BYPASS FLOW (CFS) INLET/OUTLET ACCESS DIA TREE GRATE QTY & SIZE SD #4F FTPD0406 4 x 6 4 x 8 4'-5" 1.4. 1.4 12"/12" (1) Tx 3' SD #9F FTPD0404 4 x 4 4 x 6 4'-1" 1 1'4" 1.4 1 12"/12" (1) 3' x 3' SD #13F CUSTOM 4 x 8 4 x 12 6' V-8" 1.4 12"/12" (2) Tx 3' * MAX BYPASS FLOW IS INTERNAL WEIR FLOW. SITE SPECIFIC ANALYSIS IS REQUIRED TO DETERMINE CURB INLET FLOW CAPACITY PLANT PROVIDED BY CONTECH ENERGY \i TREE FRAME AND GRATE DISSIPATION 1 CAST INTO TOP SLAB ROCKS CLEAN OUT FRAME AND 'INLET PIPE COVER CAST INTO TOP SLAB NOT BY CONTECH 'CURB *IFREQUIRED (LOCATION VARIES) INLET TOP SLAB 6" (STD) 12" (DEEP) CURB AND GUTTER, TYP p W r - — - (NOT BY CONTECH) w , INLET BAY 2"0IRRIGATION PORT PERMANENT (TYP 3 PLACES) SETTLING POOL ELEV. -- 3" MULCH LAYER, TYP PROVIDED BY CONTECH STREET 6" UNDERDRAIN` OUTLET PIPE STONE LAYER; TYP NOT BY CONTECH FLOWKIT PROVIDED BY CONTECH (LOCATION VARIES) N 21" FILTERRAMEDIA, TYP PROVIDED BY CONTECH SECTION A -A (STANDARD DEPTH SHOWN) CURB INLET DETAIL U Ni m M Q Ln C rn N M o ^ c U) Cn .—i N N . 6 p N V 0) Q) NTS NTS THROAT FILTERRA OUTFALL PIPE CONNECTION2 NTS FILTERRA OAT OPENING OU FILTERRA PEAK DIVERSION O O J = O V O W = 00 SEE NOTE 2 1 7/15' 11 1/16" FROM CENTER v/ 1 7/16- 11 1/16' FROM CENTER J 1 185 ' 1 — "I i / 1 1 5/16" Ce I I I t o cc 1RAISED LETTERS = vI J SEE NOTE 4. I \ I A I � � � � C-.4 Uj IO 9 DRILLED LIFTING HOLE 3TOP OF y SKID DESIGN 7 BOLT —DOWN DETAIL / I LL W O �� O W A P '� �, BOLT —DOWN DETAIL J L_-- _--J W Uj O O 1 2 SQ. 1/4" SQ. LU PLAN COVER SKID DESIGN DETAIL r. —1 L1 N SECTION A -A REV MAR 2011 NOTES: 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. 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. crmw PUBLIC DWG. NO. WORKS ROUND LOCKING COVER 4-12 NTS ROUND LOCKING COVER 6 2634" 25 1 4" 24" m � L— M 5/8' I 26 3/4' 34 1/8" SECTION A —A NOTES: 1. MATERIAL IS CAST IRON ASTM A48 CLASS 30. 2. DRILL AND TAP THREE 5/8"-11 NC HOLES THROUGH FRAME AT 120- AND 11 1/16" RADIUS. JUL PUBLIC . NO. WORKS FRAME FOR ROUND LOCKING COVER DWG4 13 PERMIT NO. 19-100960-CO NTS FRAME FOR ROUND LOCKING COVER 8 DATE Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 A 6/12/2019 LAKEHAVEN RESUBMITTAL #2 ZL 6/21/2019 LU/PERMIT RESUBMITTAL #3 FRONTAGE DETAILS gjy0 NO 1 EMF'UKAKY UEK I IF IUA I E OF UUUUF'ANUY (I UU) UK UtK I Ir IUAI L Ur UUUUIrAIVUT (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE 21I2O19 INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. 0. --I 1 1 /2"R (TY ) a 2'-0' 2 3/4"R � {TYP) 3" R "- r 1©" v .�'`� . * ` RIGHT-OF-WAY LINE (TYP) 4" p N_ P 1" S Y"(TYP) w ��.• ��Id� W • V ` - . `- : - -- 02 CURB TAPER * TO CONFORM TO CROWN 12" OR 1136" SLOPE OR 0.02 FT./FT. '--�.` •.� 8R� .�. a t�� ram. ' �--,. SECTION ELEVATION MOUNTABLE CEMENT CONCRETE CURB S. EXPANSION JOINT r' 5"PLO. . .o wpil CURB TAPER * 0.02 FT./FT. / a 0.05 FT . '•:a'.. .I CEMENT CONCRETE COMMERCIAL/MULTI-FAMILY SIDEWALK WIDTH = 30' 2-LANE, ° • ` '' .; ...: ; . :. ` 40' 3-LANE �B- 2" CRUSHED SURFACING '�— SIDEWALK TOP COURSE (CSTC) 5• _ PLANTING ISOMETRIC V-6" (S�C16 ' HO�S) NOTE: 70P OF LIP AT DRIVEWAYS. SEE CURB DETAIL DRAWING 3-4 TYPE 'C' BLOCK TRAFFIC CURB NEW CEMENT CONCRETE CURB & GUTTER Y EXPANSION JOINT m SAWCUT LINE FOR NEW OR REPLACEMENT DRIVEWAYS IN o l� RIGHT-OF-WAY LINE EXISTING CURB/GUTTER SECTIONS. 5 1/2" R = 1/2" 0 MATCH SIDEWALK I 6" VARIES WIDTH VARIES NOTES: NOTES: ;� N :.�•• 2% MAyc• 1. COMMERCIAL/INDUSTRIAL DRIVEWAYS WIDER THAN 40' MAY 1. SEE DWG. 3-3 FOR JOINT REQUIREMENTS. PAVEMENT �_'s° �� $�� ..;: BE APPROVED BY THE ENGINEER CONSIDERING TRAFFIC <;„ ',;.= t' SAFETY AND NEEDS OF THE ACTIVITY SERVED. ALL 2. ROLL GUTTER TO MATCH POSITIVE SUPERELEVATION. = "° ''' COMMERCIAL/INDUSTRIAL DRIVEWAYS SHALL HAVE AN 3. TO BE USED ONLY AS APPROVED BY THE PUBLIC WORKS DEPT. °� •. { : , `_, ,. '.` �`:'• EXPANSION JOINT LOCATED MID -WIDTH. SEE KCRS SEC. 3.04. TOP OF CURB MATCH EXISTING AT APPROACH _ _ DRIVEWAY GRADE 2. SEE SEC. 3.2.13 AND CURB DETAIL DRAWING 3-4. 4* CRUSHED 3. CEMENT CONCRETE DRIVEWAY APPROACHES SHALL BE CONSTRUCTED WITH 7 3/4" TOP COURSE (CSTC) SURFACING CEMENT CONCRETE DRIVEWAY 8" THICK" CEMENT CONCRETE CLASS 4000 WITH 4% TO 6% AIR ENTRAINMENT. 4. FULL DEPTH EXPANSION JOINT IF DRIVEWAY WIDTH IS 15' OR GREATER. CEMENT CONCRETE BARRIER CURB REV: PE8 SECTION A -A * WED ON TYPE OF EXPECTED VEHICLE USE 5. LENGTH OF RAMP SHALL VARY AS NEEDED TO MEET ADA SLOPE REQUIREMENTS. 2p11 REV. FEBRUARY 2014 WG °( C�='��C�O �(P�� "�`''�! WORKS CURB DETAILS D 3-3-4�� ' PUBLIC DWG. NO. TRH WW &F WORKS COMMERCIAL CURB AND GUTTER SECTION DRIVEWAY 3-6A NTS ITS CEMENT CONCRETE CURB & GUTTER COMMERCIAL DRIVEWAY APPROACH ROW P/L C/L HALF ROW 30' I VARIES I SAW —CUT, TACK SIDEWALK 3/8" EXPANSION COAT AND MATCH 2% JOINT — 1/2" RADIUS I EX ASPHALT GRADE 2% 10' DRIVING LANE 8' PARKING LANE 4" CONC 4• 4' PLANTER STRIP 5' SIDEWALK 1' MIN I a Q a 4 Q a.' ` ' FINISHED GRADE FOR CURB & GUTTER SLOPE 2% SLOPE 2% 2" CRUSHED SURFACING TOP COURSE USE DETAIL 3-4 O o �O C` Jf�o� Jock goo J�o�U�aovU 1JoJU �ov� o�` 1 0 /\i\j �OD �O� �O� VARIES PLANTER STRIP \/i\/,�/j/i�•/i�/��/ . ! ��//i//�i//// // // //j i% % /% �% \\/�%\� \\�/\�/\�\\�\ %%\�/j�/j /j ij //j //j //j // \ �\jj //j //j: " T SIDEWALK AS REQUIRED I ��AA,A.��VAi0Ar0�0,A\VAiAAAiVA' STREET LIGHTING PER 4 CONC. 2% 2%� ELEC PLANS; 3" HMA CLASS 1/2" LANDSCAPE PLANTER ASPHALT CONCRETE EX UNDISTURBED PAVEMENT PLANTING PER LA 4 �~ PAVEMENT PG 64-22 SUB —BASE MUST BE PLANS a ° 4 COMPACTED TO 95% MAX. DENSITY PER ASTM D1557 FOR CURB & GUTTER 2" CRUSHED SURFACING CEMENT CONCRETE 2" CRUSHED SURFACING TOP COURSE USE DETAIL 3-4 TOP COURSE CURB AND GUTTER NOTES: 6" MIN CRUSHED 1. FOR JOINTS AND SCORING, SEE FEDERAL WAY STANDARD FOR SIDEWALK SPACING, EXPANSION JOINTS, SURFACING BASE COURSE PER WSDOT SECTION 1. CONSTRUCT STREET SECTION PER FEDERAL WAY CROSS SECTION TYPE S AND SCORE MARKS. 9-03.9(3), COMPACT TO (DWG NO. 3-2S) AND FEDERAL WAY PUBLIC WORKS DEVELOPMENT 2. SEE DETAILS 3-6, 3-6A, & 3-7 FOR MINIMUM DEPTH OF CONCRETE THROUGH DRIVEWAY SECTIONS. 95% MAX DENSITY STANDARDS SEC 3.2.16.D. 3. WHEN CHECKED WITH A 10 FOOT STRAIGHTEDGE, GRADE SHALL NOT DEVIATE MORE THAN 1 /8 INCH 2. SAW —CUT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING AND APPLY AND ALIGNMENT SHALL NOT VARY MORE THAN 1 /4 INCH. TACK COAT. 4. CONCRETE SHALL BE CLASS 3000, WSDOT SPEC. 8-14. 3. PLACE ASPHALT IN ACCORDANCE WITH WSDOT APWA SECTION 5-04. 4. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH GRAVEL BORROW. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION REQUIREMENTS PRIOR TO PAVING. 5. PRIOR TO CONSTRUCTION, OWNER'S GEOTECHNICAL ENGINEER MAY PREPARE REV. MAR 2011 AND SUBMIT A GEOTECHNICAL STUDY TO PROPOSE A CUSTOM SECTION. CBMW �n� DWG. NO. 6. DURING CONSTRUCTION THE OWNER'S GEOTECHNICAL ENGINEERING PERMIT N0. 19-100960-CO MOWVU WORKS SIDEWALK SECTION REPRESENTATIVE SHALL OBSERVE THE CONDITION OF THE SUBGRADE PRIOR 3-12 TO PLACEMENT OF CSBC, TO CONFIRM THAT THE SUBGRADE IS SUITABLE. IF SOFT, LOOSE, ORGANIC OR OTHERWISE UNSUITABLE AREAS ARE IDENTIFIED, THE OWNER'S GEOTECHNICAL ENGINEERING REPRESENTATIVE WILL PROVIDE RECOMMENDATIONS TO PREPARE THE SUBGRADE. ITS NTS APPROVED SIDEWALK SECTIONS6 TYPICAL SECTION - S 314TH STREET AND 6TH AVE SOUTH 8 DATE NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY LAND U E/PERMI UBMITTAL - RESUBMITTAL #3 (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE 21/2019 INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. 00 O � M a Ln QBLOC; ,n o n +-i N N N p M + f0 N N � Lf Lh a A Date: Job No.: Drawn By: Checked by: Z W m W _I uj 05/24/2019 21647.00 EVW LPD Revisions # Date Description Z4 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 Z 6/12/2019 LAKEHAVEN RESUBMITTAL #2 6/21/2019 LU/PERMIT RESUBMITTAL #3 FRONTAGE DETAILS Cm509 CURB FACE a I W N ii yI PLAN'f1NG 5iRIP� (IF ANY) ..o00000 121 000000000 000000000 +SSW o........ '-0' MIN. LANLANG ty 6'_O DETECTABLE WARNING PATTERN (SEE DETAL) 12:1 1A-4%-?LOPE I DETECTABLE WARNING PATTERN (SEE DErAJQ B' 2'-D` RUSH C.02 FT./FT. SEE cuRa orTA1L 2` CSfC—J \—e THICK CEMENT CONCRETE SIDEWALK DRAWING 3-4 SECTION A -A NOTES: 1. RAMP AND APPROACHES SHALL BE CLEAR OF OBSTACLES INCL. HYDRANTS, POLES, AND INLETS. 2. RAMP CENTER LINE SHALL BE PERPENDICULAR TO OR RADIAL TO CURB RETURNS UNLESS OTHERWISE APPROVED BY ENGINEER. 3. WHEN RAMPS ARE CONSTRUCTED ON ONE SIDE OF THE STREET, RAMPS SHALL BE CONSTRUCTED AT CORRESPONDING SIDEWALK LOCATIONS ON OPPOSrTE SIDE OF STREET. SEE DWG. NO. 3-9. 4. ON ARTERIAL STREETS, IN GENERAL CASE, CURB RAMPS SHALL BE CONSTRUCTED TWO PER RADIUS, IN OR PREFERABLY ADJACENT TO THE MAIN PEDESTRIAN PATHS. 5. ON RESIDENTIAL STREETS OR WHERE UTILITIES ARE IN CONFLICT OR STREET GRADE EXCEEDS 4.0% CURB RAMPS MAY BE CONSTRUCTED ONE PER RADIUS, AT MIDPOINT OF CURB RETURN OR AT MAIN PEDESTRIAN PATH. DETECTABLE WARNING A PATTERN AREA SHALL BE YELLOW, IN COMPLIANCE WITH B WSDOT STD. SPEC. Al _�B MIN, MAX. A 1 5/8" 2 3 8" B 5 8" 1 1 2" C 7/15" 3 4" D 7 8" 1 7 16" PLAN -+j ELEVATION DETECTABLE WARNING PATTERN DETAIL c�amw PUBLIC DWG. NO. FQdk W WCW WORKS CURB RAMP IN VERTICAL CURB 3-11 101- 100' (TYP 2 FOOT WIDE, ki" DEPTH N TYP. BOTH ENDS ASPHALT GRIND, (SEE NOTE 1) 3 3 3 I i j I n i' 1n WHITE PLASTIC o MARKINGS PER DWG NO 3-20 I -WHITE PLASTIC MARKINGS PER 3 (TYP) A I A WSDOT STND PLAN M-24.60 (TYP) ° W a RPM TYPE II, YELLOW - ON STREETS I WITH A MARKED CENTERUNE (TYP.) -RPM TYPE II (WHITE) P ' I 1 � I "E >Z B B i NN N 0 SIGN DESIGNATION / SIZE W11-2 MAN WALKING 30" x 30" W8-tA BUMP AHEAD 30" x 30" W13-1(20) 20 MPH ADVISORY PLAQUE 18" x 18" W16-7P ARROW DOWN 24" x 12" NOTES: 1) ADVANCE SIGNS USED ONLY FOR FIRST IN SERIES 2) WHEN 2 OR MORE BUMPS, REPLACE W8-1A WITH W8-tA(S) (BUMPS AHEAD) 3) USE YELLOW -GREEN SIGNS 4) USE S1-1 INSTEAD OF W11-2 FOR SCHOOL CROSSINGS m M N CV CV N hoo o SECTION A —A — PARABOLIC CROWN �2 FOOT WIDE, Y2" DEPTH ASPHALT GRIND, TYP. BOTH ENDS (SEE NOTE 1) STANDARD CLASS D OR 3, CLASS C MIX (TYP) -1' -2' MAX TAPER GUTTER TACK COAT (TYP) SECTION B-B (CURB AND GUTTER) NOTE: 1.) PRIOR TO SPEED HUMP CONSTRUCTION, THE ENGINEER MAY REQUIRE ASPHALT GRINDING IN ORDER TO PROVIDE A SMOOTH TRANSITION. SHOULDER SECTION 8-6 (SHOULDER) REV. MAY 2015 PUBLIC RAISED CROSSWALK DWG. NO. OQO VU�� WORKS 3-27 NTS RAISED CROSSWALK 5 MATCH FLUSH W/E GRADE EXISTING GRAVEL SHOULDER '0 1Ftic MFNT MATCH FLUSH W/E GRADE NTS CURB RAMP IN VERTICAL CURB �No�Nc T ss�r/0 FF NSF AZN cT/°N HOT MIX ASPHALT CL. 1 /2 IN 2" MIN COMPACTED DEPTH 830 �Mq�, CEMENT CONCRETE CURB AND GUTTER 2/C-508 SIDEWALK 8/C-508 NTS CURB TRANSITIONS6 PARKING LOT INSTALLATION NOTES- 1 . CONTRACTOR TO INSTALL STREAM PROTECTION MARKERS AT EACH CATCH BASIN. 2. MARKERS AND INSTALLATION INSTRUCTIONS AVAILABLE AT PUBLIC WORKS DEPARTMENT. 3. ADHESIVE MATERIAL IS SPECIFIED IN THE INSTALLATION INSTRUCTIONS, AND SHALL BE PURCHASED BY THE OWNER OR CONTRACTOR. 4. MARKERS AVAILABLE FROM PUBLIC WORKS MAY DIFFER FROM THAT SHOWN. y W k y W W W W W W W W ADHERE TO TOP OF CURB W .Ir W y THIS SIDE TOWARDS SIDEWALK CURB AND GUTTER INSTALLATION REV. NOV 2010 F@d@M0 WSJ WORKS STORM WATER POLLUTION PREVENTION MARKER DWG SEAL JOINT PAVEMENT RESTORATION MINIMUM 3' HMA CL EXISTING ACP LIMITS, 1' BACK FROM PG 64-22 (COMPACTED DEPTH) EDGE OF TRENCH OR MATCH EXISTING (3' MIN. WIDTH) WHICHEVER IS GREATER NATIVE SUBBASE ACP TRENCH RESTORATION EXISTING BASE 5/8" MINUS BACKFILL FOR TRENCH 1,2 PAVEMENT RESTORATION MATCH EXISTING DEPTH SEAL JOINT LIMITS, 1' BACK FROM PCCP PAVEMENT IS TO EDGE OF TRENCH EXCEPT BE CONSTRUCTED PER EXISTING ACP IF WITH 3' OF JOINT THEN WSDOT STANDARD 5-05 USE 1" EPDXY COATED REPLACE TO JOINT 15' MIN. SMOOTH DOWEL BAR 3' MIN. WIDTH MIN. --------- ------- .25' EXISTING BASE 0.5' BAR NATIVE SUBBASE LENGTH PCCP TRENCH MINUS ACKFILL RESTORATION FOR' TRENCH1.2 MATCH EXISTING ACP PAVEMENT RESTORATION COMPACTED DEPTH SEAL JOINT LIMITS, 1' BACK FROM EDGE OF TRENCH EXCEPT WITH HMA 3z', PG 64,-22 MATCH EXISTING DEPTH EXISTING ACP IF WITH 3' OF JOINT THEN PCCP PAVEMENT IS TO REPLACE TO JOINT BE CONSTRUCTED PER USE 1" EPDXY COATED 3' MIN. WIDTH WSDOT STANDARD 5-05 SMOOTH DOWEL BAR 15' MIN. d .. • . -�--- -- - - = ---- -_- .25' MIN. EXISTING BASE 11 1 ' 0.5' BAR NATIVE SUBBASE LENGTH 5/8" MINUS BACKFILL ACP OVER PCCP FOR TRENCH1-2 TRENCH RESTORATION NOTES: 1) FOR TRENCHES LESS THAN 18' WIDE, USE 100% CDF FOR TRENCH BACKFILL. 2) FOR TRENCHES GREATER THAN 18" WIDE, ALL BACKFILL IN RIGHT-OF-WAY SHALL BE MIN. %" CSTC. JULY2014 PUBLIC TRENCH RESTORATION DWG. NO. lTl5l�1�� l WORKS 3-28 NTS TRENCH RESTORATION 7 FINISHI GRADE NTS STORM WATER POLLUTION PREVENTION MARKER THICKEN EDGE 18" PAVING OR LANDSCAPING PER PLANS NTS ASPHALT THICKENED EDGE 8 PERMIT NO. 19-100960-CO APPROVED DATE 111T SUBMITTAL - 1... AR 0 o Ln 28977 p GIST-nO SIONAL �i 0 00 O) � .N-, M C > In a Q Ln i Cn __I � N Ln No ^ - � v 2- ON O M N V M_ a� W a� j O O = O V V W = O Q co mco Q ® Q W N Q W W Illm W J W J W W W U. Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 �; 6/12/2019 LAKEHAVEN RESUBMITTAL #2 © 6/21/2019 LU/PERMIT RESUBMITTAL #3 FRONTAGE DETAILS Cm5l 0 NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE RESUBMITTED SHEETS 06/26/2019 INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. 8—Penny Duplex nail SKIP CENTER LINE (SCL) 10' 15' ' U. 0 0 4' TYPE 2YY RPM- \,-4" YELLOW LINE (TYP) SEE NOTE 6 DOUBLE YELLOW CENTER LINE (DYCL) o' 4" 4" YELLOW LINE SEE NOTE 6 TYPE 2YY RPM (TYP)—/ WHITE EDGE LINE (WEL) -.4------4" WHITE LINE YELLOW EDGE LINE (YEL) 40' `.--4" YELLOW LINE SEE NOTE 6 <31---.TYPE 2Y RPM (TYP) SEE NOTE 7 DIRECTION OF TRAFFIC DOTTED EXTENSION LINE (WDEL, YDEL) 0 0 0 0 0 0 \_4" LINE, YELLOW OR WHITE PER PLANS. SEE NOTE 6 GENERAL NOTES: 1. LONGITUDINAL STRIPING ON ARTERIALS SHALL BE PLASTIC TYPE D METHYLMETHACRYLATE (MMA). TRANSVERSE MARKINGS SHALL BE PLASTIC TYPE A. ALL OTHER STRIPING SHALL BE PAINT. 2. ALL STRIPING WITHIN INTERSECTIONS SHALL BE PLASTIC TYPE A OR D. 3. ALL RPM'S SHALL BE LOCATED TO PROVIDE 4 INCHES BETWEEN STRIPING AND RPM'S. 4. TYPE 2 RPM'S SHALL BE USED ON ALL ARTERIALS AND COLLECTORS, IF STRIPED 5. WHERE TYPE C CURB IS USED IN PLACE OF STRIPING, USE RPM PATTERN APPLICABLE TO THE STRIPING BEING REPLACED. SPECIFIC NOTES: 6. IF MMA IS USED, MMA SHALL BE PROFILED. 7. WHERE RAISED MEDIAN OR TYPE C CURBING IS USED, USE TYPE 2YR RPM'S, WITH RED FACING OPPOSITE THE DIRECTION OF TRAFFIC. 8. WHERE RAISED MEDIAN OR TYPE C CURBING IS USED, USE TYPE 2WR RPM'S, WITH RED FACING OPPOSITE THE DIRECTION OF TRAFFIC. LEGEND: MONO -DIRECTIONAL RPM TYPE 2 m BI-DIRECTIONAL RPM TYPE 2 C"M PUBLIC DWG. No. MOMWRY WORKS RAISED PAVEMENT MARKERS 3-17 Direction of travel Marking nail some side as cleat 4" x 4" Post Finish Grade 30" I I` II I li II 28" I IM II I ly 11 Two double Iy II headed nails I IM II li I Cleat 28"x3"x2" �--' under sign 2' f 4" x 4" Post NOTES: Aluminum cleat attached --------+►- directly under sign SIGN POSTS — 1) ALL GROUND MOUNTED SIGN POSTS SHALL USE WESTERN RED CEDAR OR PRESSURE TREATED FIR UNLESS APPROVED OTHERWISE BY PUBLIC WORKS. 2) POST GRADE (FIR) SHALL BE S4S DOUGLAS FIR LUMBER, WEST COAST INSPECTION BUREAU GRADE #2, STRUCTURAL LIGHT FRAMING, RULE #16, PARAGRAPH 124—C, SELECTED FOR STRAIGHTNESS, AND FREE OF HEART CENTER (FOHC) WOOD TO RESIST TWISTING. 3) PRESSURE TREATED POSTS SHALL BE TREATED WITH A 4-1/2% TO 5-1/2% HEAVY PETROLEUM SOLVENT PENTACHLOROPHENOL SOLUTION IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF AASHTO DESIGNATION M133, WITH A MINIMUM NET RETENTION OF THE DRY SALT OF 1/2 POUND PER CUBIC FOOT OF WOOD. 4) POSTS SHALL BE 4N 4", WITH A MINIMUM LENGTH OF 12 FEET. LONGER POSTS MAY BE NEEDED TO MAINTAIN 8—FEET OF VERTICAL CLEARANCE ABOVE WALKING AREAS. POSTS SHALL BE 14 FEET IF TRAFFIC CONTROL SIGNS WILL BE INSTALLED ON THE SAME POST. 5) BACKFILL SHALL BE COMPACTED AT SEVERAL LAYERS TO MINIMIZE SETTLING. 6) ALL POSTS SHALL BE 2—WAY PLUMB. TOP OF CLEAT CLEAT POST I I I I I 1 30„ I 25" I I I NAIL HOLES DRILLED) NTS CLEATS — 1) ALL POSTS SHALL BE FITTED WITH AN ALUMINUM CLEAT AS SHOWN TO PREVENT SIGNPOST ROTATION AND/OR UNAUTHORIZED POST REMOVAL. 2) CLEATS SHALL BE ALUMINUM ALLOY, 6061—T6, CHEMICALLY COATED IN ACCORDANCE WITH ASTM B449-67 CLASS 2. 3) CLEATS SHALL BE 30 INCHES LONG, 3 INCHES WIDE, THICKNESS OF 0.08, WITH A 2—INCH TURNOUT OF 90'. NAIL HOLES OF 0.156 INCHES DIAMETER SHALL BE PUNCHED OR DRILLED IN THE LOCATIONS AS SHOWN. 4) POSITION CLEAT TURN —OUT AWAY —FROM AND EVEN —WITH THE BOTTOM OF THE POST. JULY 20Y4 CrrTW PUBLIC �SIGN POST DWG. NO. L�QC�OM Way WORKS 3-51 Centerline Crosswalk Stripe Crosswalk (TYP-) Lane Line Centerline J Roadway -'''" 4" 1' C)— en erine 5r_7r 8„ / Curb Ramp 18" STOP LINE CROSSWALK STRIPE DETAIL TRAFFIC ARROWS TYPE 1 S, 2SL, 2SR, 3SL, 3SR, 4S, AND 5S - SEE WSDOT STANDARD PLAN M-24.40 "SHARKS TOOTH" YIELD LINE SYMBOL - SEE WSDOT STANDARD PLAN M-24.60 HANDICAPPED PARKING STALL SYMBOL - SEE WSDOT STANDARD PLAN M-24.60 BIKE LANE SYMBOL - SEE WSDOT STANDARD PLAN M-9.50 PREFERENTIAL LANE SYMBOL - SEE WSDOT STANDARD PLAN M-7.50 Rev. NOV 2014 C��IFC�co.smNft WORKS MISCELLANEOUS PAVEMENT MARKINGS DWG. NTS NTS RAISED PAVEMENT MARKERS 2 MISCELLANEOUS PAVEMENT MARKINGS NTS 8 NOT USED PERMIT NO. 19-100960-CO NTS NTS NTS APPROVED SIGN POST 5 NOT USED6 NOT USED 7 C0 J O O V V J m a J a w 0 W LL Date: 0 co Cn M 7 ¢ �? Q r'SN �C> N y E o 0 M [a N N J O 0 W M �± Q V c °° Q J ��s 0 QCl)� OC E- N a W LLJ o LLJ LLJ LL Uj Job No.: Drawn By: Checked by: 05/24/2019 21647.00 EVW LPD Revisions # Date Description 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 A5 6/12/2019 LAKEHAVEN RESUBMITTAL #2 6/21/2019 LU/PERMIT RESUBMITTAL #3 FRONTAGE DETAILS Cm5l 1 DATE INU I I1MrURHR t I.LR I Ir IUr+I Ur UI.UUrl11vU 1 � 1 UU/ UR ULr\ 1 it 1ld\ yr Y11vV r (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE 21I2O19 INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. 0 w M GENERAL NOTES DRAINAGE NOTES EROSION/SEDIMENTATION CONTROL NOTES a �` N 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 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 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 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 (SECTION 19.105.040); NORMALLY THIS IS 7:OOA.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. 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. 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 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 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. 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 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. NTS GENERAL NOTES 5 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 DETENTION. D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DEIGNED 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. 9. ALL STORM MAINS WITHIN CITY RIGHT-OF-WAY SHALL BE CONCRETE OR REINFORCED CONCRETE IN CONFORMANCE WITH THE 2016 DEVELOPMENT STANDARDS AND OCTOBER 3, 2005, POLICY MEMO. STREET LIGHTING 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 ENSURE 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. 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. NTS ITS DRAINAGE NOTES 2 EROSION SEDIMENTATION CONTROL NOTES 1. THE CONTRACTOR SHALL ACQUIRE AN ELECTRICAL PERMIT FROM THE CITY'S BUILDING DEPARTMENT. THE ELECTRICAL PERMIT SHALL BE KEPT IN THE UPPER BAY OF THE SERVICE CABINET. 2. UPON COMPLETION OF UNDERGROUND INSTALLATION OF POWER FROM POWER VAULT OR POLE TO SERVICE CABINET, CONTRACTOR SHALL NOTIFY THE BUILDING DEPARTMENT. UPON FINAL ELECTRICAL PERMIT APPROVAL, THE ELECTRICAL INSPECTOR WILL PLACE AN APPROVAL TAG NEXT TO THE METER BASE SO THAT ELECTRICAL SERVICE CAN BE AUTHORIZED. 3. THE CONTRACTOR SHALL COORDINATE POWER SOURCE AND SERVICE LOCATION WITH THE UTILITY COMPANY. 4. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION CENTER (1-800-424-5555) AT LEAST 3 DAYS BEFORE DIGGING. 5. FIELD ADJUST POLE BASES TO BE LEVEL WITH SIDEWALK SURFACE (SEE CITY STANDARD DRAWINGS 3-39A AND 3-43). 6. LOCATE LIGHT POLES SO THAT THE POLE IS A MINIMUM OF SIX (6) FEET BEHIND THE FACE OF CURB, AND THE LUMINAIRE EXTENDS TWO (2) FEET BEYOND THE FACE OF CURB. LIGHT POLES SHALL NOT BE LOCATED WITHIN THE SIDEWALK. POLE BASES MAY BE LOCATED WITHIN THE SIDEWALK ONLY WITH CITY APPROVAL. 7. JUNCTION BOXES SHALL BE LOCATED BEHIND THE SIDEWALK, AND WITHIN FIVE (5) FEET OF THE POLE. 8. CONDUIT SHALL BE SCHEDULE 80 PVC UNDER ALL STREET AND DRIVEWAY CROSSINGS. SCHEDULE 40 PVC CONDUIT IS ACCEPTABLE UNDER LANDSCAPED AREAS. 9. IMMEDIATELY FOLLOWING FINAL INSPECTION OF THE STREET LIGHT SYSTEM BY KING COUNTY, ALL STREET LIGHT SYSTEM J-BOXES SHALL BE SPOT WELDED SHUT USING A 1 ° WELD ON OPPOSITE CORNERS. NTS STREET LIGHTING NOTES 6 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. NTS CONSTRUCTION SEQUENCE NTS 8 NOT USED I PERMIT NO. 19-100960-CO APPROVED 7 DATE t a (D w W� J O � r r N W � fil ro N N ;_ g �7: 4J O, > a Q Ln N M o �� ko u a N ya) a�"'.+ O p N N 3 O� N . � cn U) a V tU 0 0 M i V 00 C0 H � Q Q � L J Z co W p LWL W W Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description Z 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 A 6/12/2019 LAKEHAVEN RESUBMITTAL #2 A 6/21/2019 LU/PERMIT RESUBMITTAL #3 FRONTAGE NOTES Cm512 NU I LMHUKAKY ULK 11 IGAI L OF UUUUFJANC;Y (I UU) UK ULK I Ir IUAI L Ur UI UW-AINUT (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE G 21I2O19 INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. W jl - - 1 _ N _— i 7 710 10 00 I ornnnn 12+0QP 4k 3 Y� chi 3 V lj II I � i I � T I Q (�r I 40 0 0 40 1 I I --_- -- 5+00 16+00 18+00 DATE LAND USE/PERMIT e Know what's below. Call two business days before you dig. � M a- wsVy, � M N V _ O LU O J O F I- N ^_ v W W Q� Q oW cc o r W M F- 'N F � w W � �o z" aw Z 0 0 'n W J E O V ri O O� Q L cn O O ?� U) U) a 4-: • • Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LIPID Revisions # Date Description zi5/24/2019 �RESUBMITTAL BLDG PERMIT SET #2 6/12/2019 LAKEHAVEN RESUBMITTAL #2 A 6/21/2019 LU/PERMIT RESUBMITTAL #3 NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUP/%CY (CO) SHALL DE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENT`) ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. SI'i 1 w = i 5 62-� S r �, N v � (� E c P P .2 `t c Ri's 6 - , ¢. SISIm 4 VC 3' _ . rC GIN:% N' r r: �1- n l -i Z' "i . 0 ADur-R SN . I XING BP 420.73 (8" SS) TP 425.58 (8" WATER) I , XING BP 426.12' (8" SD) TP 420.74 (8" SS) I+ L1, N r y P Ji ' � V O V I I I , I I 1 �P •, i i NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. 1. .4� r.1 `y iv � 7 4 4 \ O �. 1 / XING \ XING _ _ - -- - - -- BP 430.91 (6" SD) y _ j / CO BP 431.28 (8„ SD) 1 \ >� _ ` TP 429.72 (6 SS) TP 430.87 (6 SS) 2- I XING ' I BP 431.55 (6" SD) XING 1 TP 430.72 (6" SS) BP 433.44 (6" FD) ' JO TP 431.98 (8" SD) XING BP 433.52 (6" FD) FFE 436 XING 1 TP 431.64 (8" SD) BP 433.52 (6" FD) ; I TP 431.89 (8" SD) MATCHLINE - SEE SHEET C-603 e ea Know what's below. Call two business days before you dig. 20 0 10 20 40 Scale 11=20' LEGEND — — PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR 230_ PROPOSED CONTOUR (INDEX) 231 PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING Iz////////P// ; PROPOSED BUILDING CONCRETE WALKWAY .° HEAVY DUTY CONCRETE P ASPHALT (AC) PAVEMENT (AC PAV ENT DUTY ASPHALT EXPOSED AGGREGATE GRAVEL SURFACING ,r r MULCH SURFACING SITE WALL CC7a ROCKERY VERTICAL CURB CURB AND GUTTER W PRE -SETTLING BASIN SAND FILTER GRAVEL DISPERSION TRENCH LEVEL SPREADER SHEET FLOW DISPERSION QUARRY SPALL DISCHARGE PAD AREA/YARD DRAIN ❑® CATCH BASIN TYPE 1 O CATCH BASIN TYPE 2 STORM DRAINAGE PIPE --------------- FOOTING/SUBSURFACE DRAIN DETENTION PIPE 00 STORM DRAIN CLEANOUT SDC00 FOOTING DRAIN CLEANOUT FDCO • DOWNSPOUTS DS•o DOWNSPOUTS W/ SPLASH BLOCK SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION P SSMH BOLLARD • FIRE HYDRANT WATER FITTINGS W WATER SERVICE LINES �---- WATER METER V) WATER SERVICE LINES FIRE SERVICE LINE ' FIRE SERVICE VAULT FIRE SERVICE CONNECTION C-601 C-602 j C-603 C-604 KEY MAP LAND USE/PER PERMIT NO. 19-100960-CO APPROVED DATE AIT SUBMITTAL - RESUBMITTAL #3 J 0 0 jQ L() N m � CD N V i3 �o 0 M - tp N N -, m V) aw If7 I L_ N J 0 0 W00 = M o O Q W C Q P Q 0 cf) DC ~ Z N CD a W W G U_ mm W J Uj Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description P 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 P 6/12/2019 LAKEHAVEN RESUBMITTAL #2 A66 6/21/2019 LU/PERMIT RESUBMITTAL #3 CROSSINGS Cm601 06/21/2019 f STMH 1476 rNI I'VI A 44.1 ' CM' N 438.0 38, 0'' 19' Cmr OVE FLOVN% W 1 CMP NW IE= 438 08 1 \ LADDIER S t STCB I100 P'P4= 44200-1 4" CPP F E-4 59.93 P" D,/p S 1 --=�1 .59.7€ �i �/"V- 1 __N_(tR'— `,J— — - --- - \ 437— 71- ,, XING BP 431.22 (8" W) \ TP 429.43 (12" SD) Z 77 Q „ar RING O C zl_�BP 432.17 (6" W) NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. SSW- 09Uz-, 1,A,��, 4 aBL #104 1A IL A,,N!L `1vASIi R Ili I , i:)_4(-) .sF,3[ I I 17+00 / �� \ e I MATCHLINE - SEE SHEET C-604 20 0 10 20 40 Scale 1w=20' LEGEND PROPERTY LINE — 2 0---.._ EX CONTOUR (INDEX) -2sI- _ EX CONTOUR 230 _ PROPOSED CONTOUR (INDEX) 231_ PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING PROPOSED BUILDING CONCRETE WALKWAY .a HEAVY DUTY CONCRETE ASPHALT (AC) PAVEMENT (C ASPHALT PAVEME EXPOSED AGGREGATE GRAVEL SURFACING MULCH SURFACING SITE WALL CAm0NICA" ROCKERY VERTICAL CURB CURB AND GUTTER C W �� PRE -SETTLING BASIN/SAND FILTER -a GRAVEL DISPERSION TRENCH no v LEVEL SPREADER > > > SHEET FLOW DISPERSION ED QUARRY SPALL DISCHARGE PAD 0 AREA/YARD DRAIN ❑® CATCH BASIN TYPE 1 O CATCH BASIN TYPE 2 STORM DRAINAGE PIPE --------------- FOOTING/SUBSURFACE DRAIN DETENTION PIPE 00 STORM DRAIN CLEANOUT SDCO 0 FOOTING DRAIN CLEANOUT FDCO • DOWNSPOUTS DSO DOWNSPOUTS W/ SPLASH BLOCK SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION 0 SSMH BOLLARD FIRE HYDRANT WATER FITTINGS W WATER SERVICE LINES --- WATER METER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION ICI C-601 ;c-602 PERMIT NO. 19-100960-CO o C-603 C-604 Know what's below. APPROVED Call two business days before you dig. DATE KEY MAP LAND USE/PER,IT SUBMITTAL -RESUBMITTAL U � o a1 C CO N L N > CD N y+ CO E5 CD O (0 N N 3 J 0 0 J 0 V tl� M V W � = V 00 M Q Q Q {i z to W W U_ W Q W W W Ll. Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description Z 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 A 6/12/2019 LAKEHAVEN RESUBMITTAL #2 A 6/21/2019 LU/PERMIT RESUBMITTAL #3 CROSSINGS Cm602 06/21 /2019 STCB 5502 R!M=426-53-- ` J REr:I_ECTORS� i\\ I S T CR 501 RiM- 427.64 12" CONC S !t 424.41 \ 8" CPP NW IE=424.26 ? �SMH 0434-3-7 RIM428-36--' CENTER CHANNE'-_=415.3C [-ADDER SW FX 8" CON ' I I 4a IF IL I V i jj o N \ cv TC W 12 CONC N !E=421.9 12" CONC S ,r-42':8'-> I \\'� - I JI WATER MARKER + i} I! I f S I �\ I /!. E3 513 RAM n19.25 �ONC !E=4`6.55 E CONC iE=4'6-60 �� "- — — F o 1 NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. MATCHLINE — SEE SHEET C-601 \ '--------XING p� FDCO°�` _ __- __ ��----- ----- ' •-----._ �,; --- TP 430.05 (6" SD) l XING RING BP 433.15 (6" SD) SDCO 1 I \ " TP 432.48 8" W � BP 433.80 (6 FD) FDC ( )\ V I° XING / TP 432.75 (8» SD) r �, ° X �< BP 433.03 (6" SD) `r ° >� TP 432.17 6" FD 1 1t XING --- W I W W — `I� '.-. w/ I i I XING TP 431.54 (8" W) x O X' n \ v I \�\ 1 I , R. - - - REBAR ANv A \ E\ 12 297.8866 F_L`�V4-4.07 / W - - - - - - - - - - - - - _ W W W �W - — - - - - - - - - - - - - - \ I I I Iz — XING I I 1 BP 430.08 (8" W) I I TP 429.31 (12"SD) \ I I I IU ■ I \ I r I I ■ XING ■ BP 429.0 (BTM MEDIA FILTER) \ i \ TP 428.49 (8" W) I \ I I\ 1 �4(# _ 1 1 \ \ •'-_=��e�■■■■■�■�■■■ ice■ ■■■■■■�� ■■ fC \5 \\ \ -_ -_ \ \ �/ Ise — • � o Know what's below. Call two business days before you dig. 20 0 10 20 40 Scale 1w=20' LEGEND — — PROPERTY LINE -' EX CONTOUR (INDEX) EX CONTOUR 230__ PROPOSED CONTOUR (INDEX) 231 PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING PROPOSED BUILDING n CONCRETE WALKWAY HEAVY DUTY CONCRETE m an d m° m e s \ ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT (AC) PAVEMENT EXPOSED AGGREGATE \ GRAVEL SURFACING MULCH SURFACING SITE WALL ROCKERY VERTICAL CURB CURB AND GUTTER W �' W' PRE -SETTLING BASIN/SAND FILTER W, W � W `�' - GRAVEL DISPERSION TRENCH LEVEL SPREADER SHEET FLOW DISPERSION ED QUARRY SPALL DISCHARGE PAD ® AREA/YARD DRAIN ❑® CATCH BASIN TYPE 1 O CATCH BASIN TYPE 2 STORM DRAINAGE PIPE --------------- FOOTING/SUBSURFACE DRAIN DETENTION PIPE 00 STORM DRAIN CLEANOUT SDCO 0 FOOTING DRAIN CLEANOUT FDCO • DOWNSPOUTS DSeo DOWNSPOUTS W/ SPLASH BLOCK SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION \ SSMH BOLLARD • FIRE HYDRANT \� WATER FITTINGS W / WATER SERVICE LINES WATER METER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION C-601 C-602 C-603 \ C-604 KEY MAP LAND USEIPER PERMIT NO. 19-100960-CO APPROVED DATE 0 r1 M C > N M C O .-i N N p N ate.+ .T.� O OO 3 N 3 ® M_ N W 0 0 V 0 LLJ00 = M o O Q cr) 0 QCl)� � z N to Q ® W p U_ w LLJ Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LIPID Revisions # Date Description \ 44 5i24/2019 BLDG PERMIT SET RESUBMITTAL #2 \ 6/12/2019 LAKEHAVEN RESUBMITTAL #2 \ 6/21/2019 LU/PERMIT RESUBMITTAL #3 CROSSINGS Cm603 06121 /2019 MATCHLINE -SEE SHEET C-60 1 °o C1r) ,0 I' \XING BP 431.86 (8" W) \ TP 431.17 (8" SD) � I I I W r / co I WI \ U zI = < I r \ \ \ Il ti 1 \ 1, 1 \ \ \ 1 BP 431.73 (12" SD) TP 430.90 (8" W) �E-430.-8 —� `•, — — N 1' TI-1 .� 2 W X — X X X `X X -4 3 2 , -, NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. 2 e�sreo®es®ee OWNEDes-ems r 4 \ \ x( 1 \ i I i Z \ r f x KC #,8588000070 Know what's below. Call two business days before you dig. C-601 C-603 KEY MAP 20 0 10 20 40 Scale 1w=20' LEGEND — — PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR 230 -_- _ PROPOSED CONTOUR (INDEX) 231 _ _ PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION %) EX BUILDING PROPOSED BUILDING CONCRETE WALKWAY HEAVY DUTY CONCRETE — ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT — (AC) PAVEMENT EXPOSED AGGREGATE GRAVEL SURFACING MULCH SURFACING SITE WALL ROCKERY VERTICAL CURB CURB AND GUTTER PRE -SETTLING BASIN/SAND FILTER -�yt�;t�Er GRAVEL DISPERSION TRENCH LEVEL SPREADER \\ \ \ SHEET FLOW DISPERSION In QUARRY SPALL DISCHARGE PAD o AREA/YARD DRAIN ❑® CATCH BASIN TYPE 1 O CATCH BASIN TYPE 2 STORM DRAINAGE PIPE --------------- FOOTING/SUBSURFACE DRAIN DETENTION PIPE 0o STORM DRAIN CLEANOUT SDC00 FOOTING DRAIN CLEANOUT FDCO • DOWNSPOUTS DS ec:::) DOWNSPOUTS W/ SPLASH BLOCK SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION O SSMH BOLLARD • FIRE HYDRANT W /WATER FITTINGS WATER SERVICE LINES ---- - WATER METER Cn WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION C-602 C-604 j/ LAND USEIPE PERMIT NO. 19-100960-CO APPROVED DATE U N- 8 M Q •--� � N M C 2_ N a)a- O p CIJ N (n cn ci w 3 s J 0 O W = M o o V °° J�F� Q U N to Q W — UJ 0 U_ W J W Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description \\ 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 \\ 6/12/2019 LAKEHAVEN RESUBMITTAL #2 A 6/21/2019 LU/PERMIT RESUBMITTAL #3 CROSSINGS Cm604 06/21 /2019 = 7D] - m m IdEL— a ME&— � FM L 1 11 hNNI\'I 625 S 314TH ST FE WAY WA 98003 VICINITY MAP PROJECT DATA PROJECT ADDRESS: OWNER: JURISDICTION: FIRE PROTECTION AUTHORITY: ZONING: LOT SIZE: TAX I.D. NO.: LEGAL DESCRIPTION PER CHICAGO TITLE INSURANCE COMPANY ORDER NO. 0119604—TC DATED MARCH 15, 2018 NOT TO SCALE 625 S 314TH ST FEDERAL WAY, WA 98003 FEDERAL WAY PUBLIC SCHOOLS LAKEHAVEN UTILITY DISTRICT SOUTH KING FIRE & RESCUE RS 7.2 8.34 ACRES 0821049035 THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 8, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT PORTION THEREOF FOR COUNTY ROAD KNOWN AS 8TH AVE S. EXCEPT THE WEST 30 FEET; EXCEPT THE NORTH 30 FEET; EXCEPT THE SOUTH 30 FEET. CONTACTS OWNER: FEDERAL WAY PUBLIC SCHOOLS 33330 8TH AVE S FEDERAL WAY, WA PHONE: (253) 945-2000 CIVIL ENGINEER: LPD ENGINEERING PLLC 1932 1ST AVE, STE 201 SEATTLE, WA 98101 PHONE:(206) 725-1211 FAX: (206) 973-5344 ARCHITECT: INTEGRUS ARCHITECTURE 117 S MAIN ST, STE 100 SEATTLE, WA 98104 PHONE: (206) 628-3137 SURVEYOR: AHBL 1200 6TH AVE, STE 1620 SEATTLE, WA 98101 PHONE: (206) 267-2425 FAX: (206) 267-2429 FEDERAL WAY CITY PUBLIC WORKS PRECONSTRUCTION INSPECTION NOTIFICATION PHONE NUMBER: 253) 835-2700 NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) WILL BE APPROVED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED, AND APPROVED BY THE CITY OF FEDERAL WAY PUBLIC WORKS DEPARTMENT. 60 0 30 60 120 Scale 1"= 60' SHEET LIST TABLE Sheet Number Sheet Title C-001 COVER SHEET C-100—PH1 TESC AND DEMOLITION OVERALL C-101—PI1 TESC AND DEMOLITION C-102—PH1 TESC AND DEMOLITION C-103—PH1 TESC AND DEMOLITION C-104—PI1 TESC AND DEMOLITION C-100—PI2 TESC AND DEMOLITION OVERALL C-101—PI2 TESC AND DEMOLITION C-102—PH2 TESC AND DEMOLITION C-103—PI2 TESC AND DEMOLITION C-104—PI2 TESC AND DEMOLITION C-105 TESC NOTES AND DETAILS C-200 GRADING AND DRAINAGE OVERALL C-201 GRADING AND DRAINAGE C-202 GRADING AND DRAINAGE C-203 GRADING AND DRAINAGE C-204 GRADING AND DRAINAGE C-205 GRADING AND DRAINAGE DETAILS C-206 GRADING AND DRAINAGE DETAILS C-207 GRADING AND DRAINAGE NOTES AND DETAILS C-208 GRADING AND DRAINAGE DETAILS. C-300A WATER COVER SHEET C-300 WATER OVERALL —301 WATER C-302 WATER C-303 WATER C-304 WATER C-305 WATER DETAILS C-306 WATER SECTIONS C-350A SEWER COVER SHEET C-350 SEWER OVERALL C-351 SEWER C-352 SEWER C-353 SEWER C-354 SEWER ROW PLAN AND PROFILE C-355 SEWER DETAILS C-356 SEWER NOTES C-400 PAVING OVERALL C-401 PAVING C-402 PAVING C-403 PAVING C-404 PAVING C-405 PAVING DETAILS C-406 PAVING DETAILS C-407 PAVING DETAILS C-500 FRONTAGE OVERALL C-501 FRONTAGE GRADING AND DRAINAGE C-502 FRONTAGE GRADING AND DRAINAGE C-503 FRONTAGE GRADING AND DRAINAGE C-504 FRONTAGE GRADING AND DRAINAGE C-505 FRONTAGE PAVING C-506 FRONTAGE PAVING C-507 FRONTAGE DETAILS C-508 FRONTAGE DETAILS C-509 FRONTAGE DETAILS C-510 FRONTAGE DETAILS C-511 FRONTAGE DETAILS C-512 FRONTAGE NOTES Know what's below. Call two business days before you dig. PERMIT NO. 19-100960-CO APPROVED DATE W c 0 � M W � Q� V LU O W J O � r F- N W U X Q o� L C o W M �r r W � ro � N Z Q W � Z O 2 r= �a 0 r W r E 0 U a a�M It � 6 a ro 4 O p M � o � N N � U) U) a V Q ® .N N C- N _! 0 0 M _ O O V � 00 Z M LJ Z�� W o LWL W W Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description /� 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 ZL 6/12/2019 LAKEHAVEN RESUBMITTAL #2 6 6/21/2019 LU/PERMIT RESUBMITTAL #3 COVER SHESUMITTED JUN 26 2019 CRY OF FEDERAL SWAY -00mMUNr Y DEVEI.CpMZM CM001 LAND USE/PER RESUBMITTED SHEETS 06/26/2019 0 STCB 506 RI.1A_43565--- 12' CMP E IE-.428.61 12" CMP S IE=428.58 �• I I AllLWJ ,►r i i 000•. i❖O. ►0��i�i �♦OOi !i'OOi NOR.° O C17+00 I ffiV,/, 0 r T� L / } I ( \ 31TH STA !Nil PER P.EC42.7 '0 - _ — . - \\ �.� I/ KC #858800 0 \ OL41 1` \` \ \ �-r—� \^mot- C0C:418.^8 8„ CON C W- S N 40 0 20 40 80 Scale 1ff=40' e Know what's below. Call two business days before you dig. PERMIT NO. 19-100960-CO APPROVED r . M 1.da , ' W �_ W � F- ro rn N E O V > a roM Ln c U) o rn rf N N "OCD a M a=' (o r14 O 3 N In En Q U ® .N 0 0 0 V Q V W � V00 0 J Q t/) to Q � Q QCO)� r Q N Q W W W J W Q � W W 0 W U. Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 A 6/12/2019 LAKEHAVEN RESUBMITTAL #2 © 6/21/2019 LU/PERMIT RESUBMITTAL #3 TESL AND DEMOLITION OVERALL NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. LAND USE/PERMIT SUBM1TTAL - RESUBMITTAL #3 RESUBMITTED SHEETS 06/2612019 Cm100mPH1 I , • I I� � I � I' i '; / INLET PROTECTION (TYP) / POWER POLE RELOCATION STMH 504 RIM=435.62 -- ry ! ( I `, C` p 12 CPP N iE=430.63 Ihi , , CONTRACTOR TO COORDINATE r�,l \ 12" IP E IE-431.62 � ; a � 1-. -STCB 505 RIM=436.01 WITH UTIL COMPANY AND 12" CPP S iE=430.61 i + \ / �e I n CPP N IE=434.2�+ ELEC ENGINEER (TYP) 12" CMP OVERFLOW �'l I36 ! / I� I , 12" CPP E iE-434.24 EX G" ,;p , UNABLE TO 'ET IE i ` � ._ 12" IP W iE=434.2.4 i / 3' S REMOVE EX WATERLINE IN l_A.DDER N I > UPP \ �� I! 12CONC P CITY 714.41 4 /' �3„ PP ! 437.43 - __ __ --- 20 ROW PER WAY STODS 2" CPP - \ C N -4 4 ,1 -.---- -'?� ter- ----- - - - -- --G-- - - - -- -- FEDERAL — — STABILIZED CONSTRUCTION - - 0„ D F10" \ -- — -- -- — ;�---- _ �� --'REMOVE EX STORM ---- — _ c 1.°-5 ENTRANCE ' -- 1, DRAIN PIPE — -- - _ — — — _= SAWCUT AND REMOVE I i -- CPP / C / STREET ._ ! � I 1 � `- i 2" �MP - ----- - &�� ' EX ASPHALT ---- ---1 ,.— i - � Q 10 � � -434.43 It= 437.C�0 7 -7% (� 1 1 +Oj SOU H 314TH $fREET 12+00, bb� �' F10" Flo" \\ S GCB 503 RIM=435.06 - 12" CPP N IE=432.04\ / n Y \ _ I ---=0 -- - i - y -- SSMH 0434---3-8 R1M=434.77 - i s _ _ .•... ~ � �. ---- "" __---_----------------- •'~ 8" PVC E/8" CONC S f ,\ ` - '�_� - -- _ TCe 1Tt7- RQ_=-442.28-- -5 - \ - _ 1-2' -CMP E E 433O a coNc NWCENTER CHANNEL=42120 j - --� GUN FR`tE �� \ \ \ AFN 52 216 - \ \ M8"-18 X14 i LADDER S11- \mil_ - ��`" \ S88' S4 45„ _ 599. i 6' ' REMOVE EX TREE STABILIZED CONSTRUCTION i, \CD I ENTRANCE (PHASE 1) 12 30, C-10 11 10 �I ! ,o N i 1 � \ 1 If i IN c , Ir Imo. j I 1 f { + ' rJ �� y\ r I � I iI \ i �r I i 1 � I I i I V. Q yI� \ i 5 I \ �4 eI ®r®��—®•ice �� • NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. CHM i ' INK TEMP INTERCEPTOR SWALE W/ ROCK \ REMOVE EX ASPHALT (TYP) 'CHECK DAMS © 50' OC (TYP) C�05 C�05 ' \ REMOVE EX FENCES Y (TYP) \ I! \ I MCi'�KEY BARS _ J I I ON RUBBERIZED SURFACE ON II CONC PAD\ REMOVE EX PLAY \ \ j( j' \ 60 J \ WATER MAIN INSTALLED \ IN PH 1 SEE SHT C300-C304 1 i AREAS (TYP) UVINC ON BER!ZED I i SUCE r ( t �c' \ �Q ' \ SL�PE CASE"i?Ei. 1 AF� 5238216 -`,,1ONKEY BAN4 S \ I / i \ ON RUBBERIZE, \ \ SURFACE ON— i PAD \ ^ \ RUBBF R E c-) \ r a SPACE SURFAC ! DOME-1 ON CONCH b \\ POWER POLE RELOCATION - 1 CONTRACTOR TO COORDINATE \ -SWI ON I WITH UTIL COMPANY AND \ RS �N - � SUR ?YzED � ON 1 ( ELEC ENGINEER (TYP) \ RIUERIZEI)\ CON _ AD SUJ CE ON, - - -- MUI a I _ ,C PAD ` ` ON S \ O �Of ODCON.:C \ \ FAD TALK![ TUB ` \ REMOVE EX STORM SYSTEM DRAIN ' \ \ PROPOSED BUILDING 1 ^i \ \ REMOVE EX \ O WATERLINE (TYP) MATCHLINE - SEE SHEET C-103-PH1 r /s 4 -- 4' "HAIN LINKI ®� NAIL AND WASHER IN,'! 20510.7037 E: 1703?9 4290 LEV\- 4i 5;2 1 C*I 'i0 APPROX OC�TIO T OF 6" ATF P R RECORq DR i WING I i i1 W i, o'( / x Z F-- / Q I m Know what's below. Call two business days before you dig. 20 0 10 20 40 Scale 1w=20' LEGEND — — PROPERTY LINE --230- EX CONTOUR (INDEX) EX CONTOUR EXISTING BUILDING PROPOSED BUILDING OUTLINE BUILDING/STRUCTURE REMOVAL ,,,. �- SAWCUT LINE ASPHALT REMOVAL 7��/ Lei CONCRETE REMOVAL STABILIZED CONSTRUCTION ©� nX LO ENTRANCE FILTER FENCE ----�� INTERCEPTOR SWALE EX TREE TO BE REMOVED TREE PROTECTION EX CURB TO BE REMOVED LSD EX UTILITY TO BE REMOVED CATCH BASIN INSERT LIMITS OF WORK TEMP FORCE MAIN INSTALL INLET PROTECTION IN ALL INLETS W/IN 300' DOWNSTREAM OF PROJECT AND ALONG HAUL ROUTE KEY MAP PERMIT NO. 19-100960-CO .L W Cn > Q ^ iT U NO � 2- N ate.+ O M N N nJ -,U)U) a �Z J 0 0 = J O V 0 V LU m o 00 J Q Cn v� Q LL.I w W J Uj UL Q ,j W Uj in Uj LL Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LIPID Revisions # Date Description Z� 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 ZL 6/12/2019 LAKEHAVEN RESUBMITTAL #2 6/21/2019 LU/PERMIT RESUBMITTAL #3 TESL AND DEMOLITION Cm101mPH1 LAND USE/PE 06/21/2019 20 0 10 20 40 Scale 1w=20' STMH 1476 RIM=444.17 _ I 12" CMP N iE=438.05 12" CMP F IE--=43&07 12" CMP OVERFLOW W IE=438.42 12" CMP NW IE=438.08 STCB 2100 RIM=44-2.00- INLET PROTECTION (TYPRELOCATE EX ) LADDER S 4" CPP E IE=4CROSSWALK SIGN AS 39.93 C�05 Ar1B� �4 8" CMP S IE=439.79 NAIL AND WA&HEIR I �_ c - ' I F I REMOVE EX TREE SHOWN ON FRONTAGE ._-- - N: 120540.3832' STCB 11c� R1M-442 �� __ E:1270572.7049 REMOVE EX BUSH REMOVE PORTION ( PAVING SHEET \ 4" t \ 44 - j r !� -440. 4 w - - = -.E _,a 2 OF EX HEDGE FOR _ T c =_-- --- --- '- -- - -` f-7 i - - - _ I 2' CO! PAVEMENT WIDENINGF=-SRE�(� 7 - -- ---- -- -- --!_-- -�-- CH6' 2_ ��ON� t= 1.�:a_ �,- "�-� �+5 42 H6�t--"^'• L_l� Z v,��i �g �� 1 . . I I L:-7jl - -- J - J-- _ - �dl - - - - -y \ r N �R) I L- -- - - - - 1 pJ � HEDGE I - --- 4 - J4 -- - - - - .W : - Jt =- - - - - _ ° . -_ - T -- - -- -- - F TSB -- a_ i N �' - - -- -- \- - T - �\ - - - -� F I- -- -- - . XVJALK _ I SPEEDP I ---- - -- - - ___-__ j _ -SIC P i 1 -SSivIH 0902 A R1M=44- -_ - -- / I- I ~ 14+00 SOUTH 314-T-u- - STREET / .-. ('_ / CA 15+00 R CHANN�L_a3,3. SAWCUT AND REMOVE I cB 2498 R LADDER S 16+00 AIL-42.45EX ASPHALT 17+00 i 18+0016 o SAWCUT AND REMOVE EX ASPHALT 1 0 T --�• r i '� ' `` a J` _MAILROXE_S \ I CL -STC•�.,2109 kIM-44211-J\ _ -- _� 13" 547 RIM=440.18 -- 8" CM E_ 438.9 \ j �-- ..�-- 4„ P� ••SE"7E=439.03 "• `- ~ -- -- - `T"2'�CMP V I\=438.88 \ �- / `� T.._..-_-_.._._- `S i CB, 2A, RIIU 435.61 1 \�8 \ IP `A/ S ` j i \`F:�43 `4 �INLE\T=433.94 U I ` \ W PORTABLE fFF=438-36 %i"/ 'f' I �M3\ \\�� f � I �� °POR ABLE I C ' ai ----- FF= 38:88 i ! 1763 RI1\41=435.49 L= 43 4. 9 EX BUILDING AND / Z - - I PORTABLES TO BED !/ MAINTAINED IN PH 1 r�STCB 2112 z��l RIM=4�35.41 i T j --, F=436.59 , j j\ �/ 6" IP bWS SIP 1\4/ j� \ CIE=43A.61± l 1. `INLET= 433.10 G ii - FF= 436.57 i FF= 436.56 \ \ t i! \ -FF=436.56 - F i = 436.56 2� 1 j / FF=436_57 / FF=436.56 STCB 2657 R,M=435.70-- --` 4 PVC SE IF=433.54 , k4 C Ip OWS SW � - - - iri=4��i�i `iiiii-i i4� - • - i- - - - � - �i. i (� PROTECT EX UTIL ( TO REMAIN XWALK---; L _ - �-__-- _--� �.�,��' J SAWCUT AND REMOVE ---.�T------\T-- ----=T-,. _--Q EX ASPHALT ----- -- 599. 6' = ' \ \ \ X ----X=-k-- _ - -- - - -- { ------RELOCATE EX STOP SIGN EET --x -- x -x- ---x --� -_ - 4' CHAIN LINK 1 -- AS SHOWN ON FRONTAGE ---MIRRO 1 I PAVING SHEET LAKE r =r T �cc�- SIGN RELOCATE EX POWER POWER POLE RELOCATION j / V , POLE AS SHOWN ON P, /CONTRACTOR TO COORDINATE \ ` / ' I FRONTAGE PAVING SHEET %I Q WITH UTIL COMPANY AND \j / ( I COORDINATE WITH PSE I F \\ ELEC ENGINEER (TYP) / �/ ( FOR EXACT LOCATION ( ' . \ ! 0 252 iM- CON j � CEN' ER CuAVNF1 ^ ' LADDER ECD S STC 2' 11 \\ ( ' + RIM=440.02 !E=438.05± I INLET=437.48 _ I �I 1 EX STORM DRAIN !! I SYSTEM TO BE II \ MAINTAINED IN PH 1 \ (1 _ P12"X2 \ %\� �i P EC tsUMP \ i 0 1 -� -n -_- ��f24" t N,.� I CH6" � CH6I („ ! BUS �+ !. \ \ � 1, \ 0� 57 oo I \ (_0it ' F MATCHLINE - SEE SHEET C-104-PH1 F F oI Know what's below. Call two business days before you dig. LEGEND - - PROPERTY LINE -- -- _ _ EX CONTOUR (INDEX) -- EX CONTOUR EXISTING BUILDING PROPOSED BUILDING OUTLINE BUILDING/STRUCTURE REMOVAL SAWCUT LINE 'ASPHALT REMOVAL CONCRETE REMOVAL LNARANCED CONSTRUCTION FILTER FENCE --j-� - INTERCEPTOR SWALE EX TREE TO BE REMOVED TREE PROTECTION EX CURB TO BE REMOVED SD EX UTILITY TO BE REMOVED 0 CATCH BASIN INSERT -® LIMITS OF WORK 11 0, ■ KEY MAP PERMIT NO. 19-100960-CO INSTALL INLET PROTECTION I N ALL I N LETS W/I N 300' APPROVED U Mcu c F N Lno �;�M N m Ui (n Q w 3 ® M_ i a� W 0 0 0 V W 0 V W � = V o 00 J Q W N w Q J F- Sy o Q M L Cq J W w W -'� W Q W W 0 W U. Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description Z 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 6/12/2019 LAKEHAVEN RESUBMITTAL #2 ©y 6/21/2019 'LU/PERMIT RESUBMITTAL #3 TESC AND DEMOLITION NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. DOWNSTREAM OF PROJECT AND ALONG HAUL ROUTE DATE LAND USEIPERMIT SUBMITTAL - RESUBMITTAL #3 RESUBMITTED SHEETS 06/26/2019 Cm102mPH1 MATCHLINE - SEE SHEET C-101-PH1 � I I i /7 STCB 502 RIM=426.53 8" CPP SE IE=424.89 I {` REFLECTORS—; f 1� I STCB 501 RIM=4-22.64 12" CONC S 'E 424.41 8" CPP NW IE=424.26 P12"� SSMH 0434-3 7 RIM=428 -c- 8„ CONC N CENTER CHANNEL -415 3U (` LADDER + i.I V) HH4"I DC4a�_ 1 TEMP FORCE MAIN—� �. Q' 1 Ex 8' COS. SE E STCB 514 RIM==424.84 -1 12" CONC N iE=42"1-95 12" CONC S IE=42.1.82 Iti WATER MARKER B 513 RIM=419.25- ONC N IE=416.55 CONC E (E=416.60 i i I� 1 ' U W I= �Cf) IW IW �U) IW I Z I T= 1 o �1 yTtR� I 11 : ®.j 20 0 10 20 40 Scale LEGEND — — PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR 'I EXISTING BUILDING PROPOSED BUILDING OUTLINE BUILDING/STRUCTURE REMOVAL .._ - SAWCUT LINE ' �-- ASPHALT REMOVAL CONCRETE REMOVAL STABILIZED CONSTRUCTION ENTRANCE FILTER FENCE INTERCEPTOR SWALE EX TREE TO BE REMOVED TREE PROTECTION EX CURB TO BE REMOVED So EX UTILITY TO BE REMOVED IS CATCH BASIN INSERT — — LIMITS OF WORK F_-�--i TEMP FORCE MAIN INSTALL INLET PROTECTION N ALL I N LETS W/I N 300' NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY DOWNSTREAM OF PROJECT (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE IAND ALONG HAUL ROUTE INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. LAND USE/PER KEY MAP PERMIT NO. 19-100960-CO DATE V o a,.-1 M cu o rn -m N ate.+ .i + O C:, N .Cn a) N _1 O O W = M o V�00 J ��s O Q Cl) N J _ LJ.1 w w W _! W Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LIPID Revisions # Date Description L 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 A 6/12/2019 LAKEHAVEN RESUBMITTAL #2 6 6/21/2019 LU/PERMIT RESUBMITTAL #3 TESC AND DEMOLITION Cm103mPH1 06121 /2019 MATCHLINE - SEE SHEET C-102-PH1 <EEAR ANDS ` II+ N: 120230.2286 1 , E:1270629.3787 \. I TEMPORARY SIDE SEWER / I i CONNECTION guS -- F = 4_ 6 53 -- _-r f - - y'I \ i SPEED off` ° \ \\ Q / FF=436.62 i' HC- i }--FF= 36 8 ; �� FLAGPOLE ; EX BUILDING TO REMAIN t j V- C H8' CH.$. it INLET PROTECTION (TYP) c-105 4" PVC6E IE=43434.34 � 2,84 l T z _ 10" IP OWS S t BENCH IE=432.59t !NEE?=431.92 I J FF=436.65 - �„ r , a o -�CHC I j \ 8„ CONC N� IE`,3 %0 APPROXIMATE LOCATION OF J REMOVED UNDERGROUND �Y �> - — `ICB \ I STORAGE TANK. COORDINATE �— DEMOLITION AND EXCAVATIONS FF=436.56 1 I \ J GRAVEL ' I t` IN THIS AREA WITH OWNER AND ! IT /t \ \ ✓i ! ENVIRONMENTAL CONSULTANT i� U / SEE SPECIFICATIONS pus x � W i _� / - ` I 6' WOOD ON WAI X X- L \F � y 30 -- I \ 1 I r F F=436.50 - __------- W - Z _ / --= I SOUTH 315TH STREET � ,N8°5 FF=436.55 A j - _-----_}_ 2„ }M \ U12" U12 "U " " -U12" / U / 2" IP- v U10» — � / / U14" , —� —x- U8 X4-_�------ U1"-4"ROWX100? S?YD 3419 R-M=4. ,: PVC432 4S� � FF=436.53 i x % E=434.0 A �� V Q VACUUM t BREAK ROW OF 100t 1"-4" \ \ \ I\ DECIDUOUS TREES - S?YD 34 8 / FF= 436.52 — RIM=434.3 i \ I 1 4" PVC iE=433.5 KC r8588000070 i1-=433.52A 0 / - s- STYD 3437 �-�- ---- I _ \� "``.."...._-" } / \-RAVEL � Z - _} "� / ' \ - .U1 "-4"ROWX100. �\ RIM-4.:3.91 / 4 i \ \ \ 4" PVC N \ J i / — - -- - - - --- - - --- --- - -- - - -- -- \iE=433.09 P VC 1�=433.11 0 o r - S�CB / 3406 GRAVEL \ 4"X4 1.88 6'' iP OWS W} SLOPE EASEMENT \ iz .®®/? i-0 436=66 ..1\ 7. \Z / \AI= N 52382.16Wt I KC #8588000075 '-�-} ,� SSMH#4202 1: 436.33 3 2` \ a -� ` � � 1n \ � COC. 41848 y - 8,: COivC W'-S - - GATE CATCH LADDER !.!_ �`n-"--. � -•, _ _ . -•tip I � —�-- l- _ ,-_ NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. o s Know what's below. Call two business days before you dig. INSTALL INLET PROTECTION N ALL I N LETS W/I N 300' APPROVED DOWNSTREAM OF PROJECT AND ALONG HAUL ROUTE IDATE LAND USEIPERMIT SUBI I 20 0 10 20 40 Scale 1w=20' LEGEND — — PROPERTY LINE ---27Jo--- EX CONTOUR (INDEX) EX CONTOUR EXISTING BUILDING PROPOSED BUILDING OUTLINE ;1 BUILDING/STRUCTURE REMOVAL SAWCUT LINE ASPHALT REMOVAL CONCRETE REMOVAL 7�7- STABILIZED CONSTRUCTION A (A) I ENTRANCE FILTER FENCE --> 0- INTERCEPTOR SWALE EX TREE TO BE REMOVED TREE PROTECTION EX CURB TO BE REMOVED �—r—= SD EX UTILITY TO BE REMOVED CATCH BASIN INSERT LIMITS OF WORK TEMP FORCE MAIN ICI • • ! • • I ■3 KEY MAP PERMIT NO. 19-100960-CO U o C, N � .N-1 M > Q C N M N A (n En W J 0 0 J O V O V Uj J Q Cl) �00 Q �- O Q � m N a Q � � Cfl W W WW J LU Uj 0 W U. Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 6/12/2019 LAKEHAVEN RESUBMITTAL #2 A 6/21/2019 LU/PERMIT RESUBMITTAL #3 TESC AND DEMOLITION Cm104mPH1 06121 /2019 r P12"� 4A { v 1 Imo" t si Ij 1 •�jF• 1 t N 1I) 4 CH I�. WATER Ito Y_� ": I CD + I II N 1 1 L� r NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. \—SVOUTH 31� ST - 4.. "LUU88••X4 —U1 -4'.R0WX10W x IIROV! OF M. 1"-4" DECIDUOUS TREES �,KC #8588000070 I 40 0 20 40 80 Scale 1"=40' I_ SPEC !oUMP (`C, 3+00 �0 1 +50 Imo^ 1 I i ao I I I, Know what's below. Call two business days before you dig. PERMIT NO. 19-100960-CO APPROVED DATE MI SUBMITTAL - RESUBMITTAL LAND USE/PER #3 RESUBMITTED SHEETS 06/26/2019 E 0 V T"1 � ~ •L C � M N C T'i Ln Q ¢ LA M *-+ N _ Q1 c .�•� NTZ kD 6a M w (O CD O N MCI V C N C- 0 0 O � 0 V Uj � = V00 —� Q Cis cn Q Q Q�� V Q Ce z to haw Uj im M W LLJ W Uj U. Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LIPID Revisions # Date Description 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 A 6/12/2019 LAKEHAVEN RESUBMITTAL #2 A 6/21/2019 LU/PERMIT RESUBMITTAL #3 TESC AND DEMOLITION OVERALL Cml OOmPH2 STMH 504 RIM=435.62- { 12" CPP N IE=430.63 12" IP E IE- 431.62 I ' 12" CPP S iE=430.61 i\ 12" CMP OVERFLOW W UNABLE TO GET IE LADDER NE \ 12' CPP \ � a IE=430.23 Fi0" �I 0 u 1 V STREET F10„ Y' STCB 503 RIM=435.06 a'D 12" CPP N IE==432.04 �\ --1, SSMH 0434-3-8 RIM-434.77 8" PVC E/8" CONC S 6" CONC NW CANT'=R C4-IANNFj -421 20 (j i I�`' INLET PROTECTION (TYP) I I � f i STGB 505 RIM=436.01 � I , 2" CPP N IE=434.24 / `2" CPP E 1E=434.24 3' - (,x � _-_._lam �• -I-� 2 iP W 1E-434.24 � � a ;JCF \' a - 12 CC',NC �„�'- �j I -3„ CPP �_ z -P20 GP, ctf-434. 1 - __--(_ I =437,4. 17" N , �� i I -- - _ __ _ V-CV v - — C - �� — _� --_--� ---- ----- -- E- 441 12 —U-- D --It CPP / __1?" CMP — _ ----- I E=434.4.5 IE=437.C�S `� - ----- 11 +Ob SOUTH 314TH STREET 12+00 -c 4 v i E ° - LADDER SWI i ~- -- _ -_.�_ — — -j S88` 45„E 1 - ;_ i - - ------ I � FDco � �co _ a I ( Fnrn -_ FDCO - :DS - , '!///; //6�'//� s / FDCO I i W (p I I l I v 1 A I � it NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. 1 7' Dj: MATCHLINE - SEE SHEET C-103-PH2 E INSTALL INLET PROTECTION IN ALL INLETS W/IN 300' DOWNSTREAM OF PROJECT AND ALONG HAUL ROUTE 20 0 10 20 40 Scale 1w=20' LEGEND — — PROPERTY LINE -��---- --__ EX CONTOUR (INDEX) EX CONTOUR //EXISTING BUILDING BUILDING/STRUCTURE REMOVAL 'C(SAWCUT LINE X , ASPHALT REMOVAL CONCRETE REMOVAL STABILIZED CONSTRUCTION ENTRANCE 8�1 Know what's below. Call two business days before you dig. LAND USE/PE FILTER FENCE --> INTERCEPTOR SWALE EX TREE TO BE REMOVED TREE PROTECTION EX CURB TO BE REMOVED si) EX UTILITY TO BE REMOVED CATCH BASIN INSERT LIMITS OF WORK -F— KEY MAP PERMIT NO. 19-100960-CO DATE 1 OUDIVII 1 1 /1L ' Mr-OUDIY11 I I AL ff3 RESUBMITTED SHEETS 06/26/2019 W J 0 0 0 U) 0 U o m � M > Q Q U-) M c n -o rN-i N N ON C Q M= R N ® U a 0) C_ ® .N N C N J 0 0 W = M O O Q 0 cn �C0 co Q J �F� O Q�� N to Q _ LL.1 w w LLJ J W Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description /� 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 Z 6/12/2019 LAKEHAVEN RESUBMITTAL #2 L 6/21/2019 LU/PERMIT RESUBMITTAL #3 TESC AND DEMOLITION Cml 01 mPH2 STMH 1476 RIM=444. i 7 --� 12" CMP N IE=438,05 REMOVE EX PORTABLE 12" CMP E IE=438.07 AND APPURTENANCES INLET PROTECTION (TYP) c oi 12 CMP OVERFLOW NJ 1 IE=438.42 \ 12" CMP NW 1E=438.08 STCB 2100 rZ'��1=442.00 ` LADDER S 4" CPP IE=439.93 AHBL" #104 \ 8" CMP S IE=439.79 I NAIL AND WASHER -STCB 1109 RIM=442.60 _ ` \ - 1 \ '�' N 20540 3$3? -- -' rE: 1, 270572" 7049 �TCEt \ 4 CPP NE IE=440.14"- ` 12 \l j \ ; ELEV; 444.33 r12" ' _ CMP SE iE=439 38 + -- - _ - --- - _ _ H 1 F' -- a /_ g - - r -ems+� . Et % f �` 2' GAS '----- I CH618 E ,\ �. a� T` H -DGE - - \ 1 I \ r - - --- _ r \ -- - c 8' N R) - - -- - i ---- -- x a s Z ;a G - - a a a -a e . G + / SSMH 0902-1A dIvi 443.15�� \ 14+00 SOUTH 31 TH STREET ; � NE B" [A/C yJ ! � � a � 15+00 CENTER CHANNIL=4.33.30 16+00 I /� dommmf!ADDER!� / �,..- -.S f / / r; ti, - .x r, > I a n o e.a o ae a. a aa. a 17 45' Z _ - - - -_X -----_---X--X=- -- _-------- , '� MIR ' CHAIN LINO 8 o:"- � ` � � R 0 __ _.\ ' REMOVE EX TREES TYP I-- LAKE 1 \ \ SIGN / 1 0 , — — { Tz _,,. -' r-- _ ..- _",_.__.,, i � '�CIP� ��S slt�1=435. \ \ \ USE EX DRIVEWAYS AS CONSTRUCTION ACCESS, PROVIDE ROCK STABILIZED ;- �/ + ` CONSTRUCTION ENTRANCE r" PORTABLE � �� I, W I I FF 438 36 / \ /\ M3ti\ \\ AS NECESSARY M 2" \ } 12 30' � q-10 /J i I `•, POR ABLECl)I REMOVE THRUST 1 d V, FF= 38.88 J 1 I f Y BLOCKING AND W I ► / \ 't TEMP CONNECTION , \ 1 i I1 NE OF TEE \ /--' 1 REMOVE AND SALVAGE TO LWSD EX , LU FIRE HYDRANT IN PH 2 vv Ay y TEMPORARY 8" WATER REMOVE RETAINING \\ CONNECTION, SEE C-302 1 \\ \ \ - WALL J_ REMOVE EX STORM DRAIN SYSTEM (TYP) J4' CHAIN �1NK STCB �2112 Z \ \ \ -' t ,`< RIM=4�35-41 P \ V + z U 1 - 436.59 6" I �WS SA V ?;E=431.61t � ` REMOVE WALL AS � INLET=i33,10' \ NECESSARY TO (= Q ) \ CONSTRUCT o \ FF= ,36.55 1, �, ` IMPROVEMENTS \ FF=436.57 I [ \ Q Fx WATER MAIN TO BE MAINTAINED IN PH 1 I REMOVE THRUST REMOVED IN PH 2 \ ' BLOCKING % \ REMOVE EX ASPHALT DO \ oI \ FF=436-56 i N. L \ REMOVE EX 8" WATER PH 2 I ; FF=43 56- \ �\ - F = 436.5,6 FF= 436.57 - ' FF= 436.56 - STCB 2657 RIM=435.70 ---- 4" PVC SE IE=433.54 6" IP OWS SW NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. REMOVE EX CONC (TYP) I \ \ I � esesees�� iee� e��see�e�e�e�e�e�ee�e�e® MATCHLINE — SEE SHEET C-104—PH2 INSTALL INLET PROTECTION IN ALL INLETS W/IN 300' DOWNSTREAM OF PROJECT AND ALONG HAUL ROUTE 20 0 10 20 40 Scale 1W=20' LEGEND - - PROPERTY LINE .--?30---._ o EX CONTOUR (INDEX) -23, _ EX CONTOUR EXISTING BUILDING BUILDING/STRUCTURE REMOVAL SAWCUT LINE ASPHALT REMOVAL �\ CONCRETE REMOVAL STABILIZED CONSTRUCTION ENTRANCE FILTER FENCE ---�-� — INTERCEPTOR SWALE EX TREE TO BE REMOVED TREE PROTECTION EX CURB TO BE REMOVED SD EX UTILITY TO BE REMOVED CATCH BASIN INSERT --- -� LIMITS OF WORK 1 L KEY MAP PERMIT NO. 19-100960-CO now w at s e ow. APPROVED Call two business days before you dig. DATE U O rti � L d i M C > Ln Ln M CD �o r-1 N N a N .di ate—' -4 p N C3.% a w e 0 O J O V Uj � V O 00 r Q N to o W p U. Q J W Uj Uj U. Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description \4 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 A 6/12/2019 LAKEHAVEN RESUBMITTAL #2 \ 6/21/2019 LU/PERMIT RESUBMITTAL #3 TESC AND DEMOLITION Cml 02mPH2 LAND USE/PERMIT SUBMITTAL - RESUBMITTAL #3 RESUBMITTED SHEETS 06/26/2019 STCB 502 RIM=426.53 8" CPP SE IE=424.89 REFLECTOR ' STCB 501 RIM=427.64 ' m 11 12" CONC S IE=424.41 8" CPP NW IE=424.26 ae i P12 i' l o SSh✓1H 0434--3--7 P.IM=428.36 i I I K+� 8 CONC N-S "I cv CENTER CHANNE1=415.30 I 4 LADDER SW Iy iyC 4,> I' aaal ; I it I EX 8" C ON SE F A, ' e H 14 i \\ I �I a, I � I% I r a:I► ,:H L O I °, STCB 514 N1("E 421.95 1 12" CONC N IE=421.95 i 12" CONC S IE=421.82 t�~I4 "I ` I TFH- 0 �h t WATER MARKr R ---\,.' I I � L,�. I z ,�I �I � r slI 0 �Gvy 2I2 `C 7<1n'! B 513 RIM!=419.25-- ONC N IE=416.55 �P I CONC E iE=416.60 �! L� CH12 - o ; -- _, NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. MATCHLINE - SEE SHEET C-101-PH2 r r- --- d SDCO _ " TEMPORARY 8" WATER CONNECTION (� SEE C-303t/41-4�lql .� d d U rl � 1 REMOVE EX ASPHALT (TYP) z-7-- — —, — — —. ✓ — —' JLL U1iVul)I—''V L Jl �� I ��' � � `, INSTALL INLET PROTECTION N ALL INLETS W/I N 300' DOWNSTREAM OF PROJECT AND ALONG HAUL ROUTE 20 0 10 20 40 Scale 1w=20' LEGEND — — PROPERTY LINE -- — EX CONTOUR (INDEX) _.- EX CONTOUR EXISTING BUILDING BUILDING/STRUCTURE REMOVAL SAWCUT LINE ASPHALT REMOVAL CONCRETE REMOVAL STABILIZED CONSTRUCTION ENTRANCE FILTER FENCE -- --��'' — INTERCEPTOR SWALE EX TREE TO BE REMOVED TREE PROTECTION EX CURB TO BE REMOVED — f SD EX UTILITY TO BE REMOVED CATCH BASIN INSERT LIMITS OF WORK Know what's below. Call two business days before you dig. LAND USE/PERT -F- C-101:�H�2� C-101—PH2 KEY MAP PERMIT NO. 19-100960-CO APPROVED DATE MIT SUBMITTAL - RESUBMITTAL 3 0 O V C.� U e—i 00 O, M C • N M Nko M' R N N U) (n CL w 3 ® 0_ 0 O W = M o o Q V tl) °° a 0 a N �Z�� J _ W W w Uj _J Uj Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description A4 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 6/12/2019 LAKEHAVEN RESUBMITTAL #2 A 6/21/2019 LU/PERMIT RESUBMITTAL #3 TESC AND DEMOLITION Cml 03mPH2 RESUBMITTED SHEETS 06/26/2019 o ,�� } � is } } } SDCO ? Al } o} FF=436.62 - D -FF- 36.58 0 8" W PH 2 i 1; CV 0 To I U wl W rn W ' Zo_4 35.49 --- UI / o e ' PORT Bt.E FF= 436\87 j \ / I 'STYD 3437 ' \ RIM=433.91 / 4" PVC N \ \ IF =433.09 f 4" PVC S =453.11 W W PROTECT EX OVERHEAD — POWER AND UTILITY POLE TO REMAIN REMOVE EX BLDGS & APPURTENANCES /, APPROXIMATE LOCATION OF UNDERGROUND STORAGE TANKS (PRESENCE NOT CONFIRMED) COORDINATE TANK REMOVALS, DEMOLITION AND EXCAVATIONS IN THIS AREA WITH OWNER AND-436.56 ENVIRONMENTAL CONSULTANT 436.54 REMOVE EX STORM DRAIN SYSTEM REMOVE EX WATER REMOVE EX PORTABLE & APPURTENANCES F_ F =436.56 r -=436.50 = 436.50 - ' _= 436.53 Ff=436.52 MATCHLINE - SEE SHEET C-102-PH2 - •®®e— •s�•ofeee��e®�•®�•—e'ee�®�es'rr t fa 1 1 - it Z r I ti , I \ � t i / REMOVE AND SALVAGE TO LWSD EX� I FIRE HYDRANT IN PH 2 1 I i INLET PROTECTION P) -S CB 2658 RIM=434.34 4' PVC E IE=432.84 E 1, �' • 1 iP OVVS S \ E 432.59± INL ET=431.92 V f 8" ONC NW IE=432.70 �H8" \ `e I GRA - REMOVE EX CURBS (TYP) W i U^ , Q \ It I 1: i \ 6' WOOD ON 'WALL -�---- x— x-- x-- x_ x- . q 30' -- r l I SbUTH 315TH STREET i N 8* 5� -�- -- i t M2" \ U1.2„ UR„ }Ui2_':�U12 REMOVE EX 8" PIPE PH 2 ti ! u c„-� _— �- _ —x x 1_ f x x___ter` - �` L, 8 k Lh _ / M3" rx _L— t 1 i x U1 4"ROW 100? REMOVE EX CONC (TYP) /. REMOVE EX POWER i -F 436.58 -� ` i i SAVE AND PROTECT EX FH TO REMAIN PH 1 AND PH 2 8" W PH1 06 — - - B ! IM=431_.88 88 - IP OWS W I W- - ___ IE-430.^8 NL 9."2 4,32 —"Ira mamwAft _momm mommum I / C 4- x -- x--- x-- x _i x -- - - x x _____1x x— x —� ti X y ----x 5 wool +/ "C6 r NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. % I M2" x �Q0 �' \ I REMOVE EX ASPHALT (TYP) f REMOVE EX TREES (TYP) vacuu>r I BREAK \ WATER MAIN INSTALLED IN PH 1 \ I t SEE SHT C301—C304 -ROW 0 t 1 -- j TEMPORARY 8" WATER CONNECTION t I SEE C-304 t 00 t o I x \ t I TREE PROTECTION FENCING \ / I SEE LANDSCAPE ORA, \ , 4"X4 _� _ _ E ? C — �r�8 5� - 1 � �_—T— TEMP INTERCEPTOR SWALE WITH 7 W�\ , — \ ROCK CHECK DAMS ®50' OC (TYP) c` 05 c' ` o� \ / \ _EX 6„ AC i Know wh t' b I I 20 0 10 20 40 Scale 11R=20' — — PROPERTY LINE EX CONTOUR (INDEX) _ EX CONTOUR / EXISTING BUILDING BUILDING/STRUCTURE REMOVAL SAWCUT LINE �1�ASPHALT REMOVAL CONCRETE REMOVAL STABILIZED CONSTRUCTION �QQ q�1 ENTRANCE FILTER FENCE —�-� — INTERCEPTOR SWALE EX TREE TO BE REMOVED TREE PROTECTION EX CURB TO BE REMOVED SD— EX UTILITY TO BE REMOVED CATCH BASIN INSERT LIMITS OF WORK ICI 1 1 I ■� KEY MAP PERMIT NO. 19-100960-CO INSTALL INLET PROTECTION a s e ow. APPROVED IN ALL INLETS W/IN 300' Call two business DOWNSTREAM OF PROJECT days before you dig. DATE AND ALONG HAUL ROUTE LAND USE/PERMITSUB! U Ln Ln -+ N (h C �o ai�a' a N 'N O O N _1 Ln un Q 3: ® C:L a� J O 0 J 0 V Cl) V W = V O °° aCn ROD N Q O W W W J m W J W W W Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description Zj,, 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 A 6/12/2019 LAKEHAVEN RESUBMITTAL #2 © 6/21/2019 LU/PERMIT RESUBMITTAL #3 TESC AND DEMOLITION Cml 04mPH2 06/21 /2019 ADAPTER 2"x2" BY 14 Ga. WIRE ROCK MUST COMPLETELYHE SKIRT RETRIEVAL JOINTS IN FILTER FABRIC SHALL BE OR EQUIVALENT, IF BOTTOM AND THEDITCH STRAP SPLICED AT POSTS, USE STAPLES, STANDARD STRENGTH 6" MIN WIRE RINGS, OR EQUIVALENT TO FABRIC USED ATTACH FABRIC TO POSTS. FILTER FABRIC 2:1 SLOPES CROSS SECTION 2"x2" BY 14 Go. 2' MIN a WIRE OR EQUIVALENT, IF STANDARD STRENGTH I=III ___ IIII=III 2"- 4 QUARRY SPALLS OVERFLOW FABRIC USED -1 I I=1 I� l l _ o i I-=- MM GEOTEXTILE V (TO BYPASS PEAK it _I i I, I,;,=,� FABRIC FLOWS) M _ -_,=„I L = THE DISTANCE SUCH THAT I v MINIMUM 4"x4" POINTS A& B ARE OF -II I V TRENCH 12" MIN EQUAL ELEVATION I- � CHECK DAM SPACING BACKFILL TRENCH WITH NATIVE SOIL OR MAINTENANCE STANDARDS 3/4"-1.5" WASHED GRAVEL 1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE SEDIMENT ACCUMULATOR 2%4" WOOD POSTS, CHANNEL IS RESTORED TO ITS DESIGN CAPACITY. (MIN. 0.5 CF STORAGE) STEEL FENCE POSTS, SCHEMATIC DETAIL I I I _ �i l i� = II I I� :l I i l l � �I I I� � II I II � iI 1117711 I I III I II I Ii it l li 11 l l III ; III ; 1I1-1I 1-1 I REBAR, OR 2. IF THE CHANNEL CAPACITY IS INSUFFICIENT FOR THE DESIGN STORM, IT MUST BE EQUIVALENT DETERMINED WHETHER THE PROBLEM IS LOCAL (E.G., A CONSTRICTION OR BEND) OR THE PROVIDE "STREAMGUARD SEDIMENT CATCH BASIN INSERT" OR CHANNEL IS UNDERDESIGNED. IF THE PROBLEM IS LOCAL THE CHANNEL CAPACITY MUST BE 6' MAX INCREASED THROUGH CONSTRUCTION OF A BERM(S) OR BY EXCAVATION. IF THE PROBLEM IS APPROVED EQUAL MINIMUM POST SPACING MAY BE UNDERDESIGN, THE DESIGN ENGINEER SHALL BE NOTIFIED AND THE CHANNEL REDESIGNED TO MANUFACTURER INFORMATION: A MORE CONSERVATIVE STANDARD TO BE APPROVED BY KING COUNTY. BOWENVIRONMENTAL &SAFETY INCREASED TO 8' IF WIRE TRENCH P.O. BOXEAD P.O. BOX 3 BACKING IS USED 3. THE CHANNEL SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED PRESTON, WAA 98050 AND BANKS. IF SCOURING OR EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE 2"x4" WOOD POSTS, PROTECTED BY QUARRY SPALLS OR AN EROSION CONTROL BLANKET OR NET. (800) 909-3677 STEEL FENCE POSTS, WWW.SHOPBOWHEAD.COM REBAR, OR EQUIVALENT NTS 1 NTS NTS NTS INLET PROTECTION 1 SILT FENCE T USED NO US 3 ROCK DA CHECK M PROVIDE SOLID COVER RUNOFF WITH SEDIMENT FM FOR DISCHARGE OF ACCEPTABLE SEDIMENT FREE STORMWATER TO APPROVED 1-5/8" O.D. OUTLET PER PLAN GALVANIZED GRASS OR ROCK STRETCHER BAR (TYP) SADDLE CLAMP (TYP) -�---- FILTERED�� LEVEL BOTTOM I MOVABLE SUMP & PUMP 0 R OVERFLOW TEE AND ;��ii 000 RUNOFF<��i�i�!i��!��!!��!<�� j oQo 0000�� i \i, OUTLET PIPE ,,, O / I 00� �� PROVIDE 6" MIN CLEAN Kjo w GRAVEL AROUND ' \I,� �,��'` \ �' 1 L0 PERIMETER ire/ o0 �' Q \��O�Oo r o000� �, i��ii Oo �� oO�O� ! �O°g� �� 2' ----------- ��//�� WATER SURFACE r�// ---------- - �/f �i o ��i/ o��o i o 0 0 1 MIN, CONTRACTOR 2 MIN. oo_ WRAP WITH O o FABRIC SHALL INCREASE DEPTH IF NECESSARY \� l\ 3,/ \ �� o° ° ° ° ° �l�ll`/ ��l \\ 000 I OOoQ FILTER � o_ ��l //� ° o �.1%%��j��%lq N o �j/,�/%//�\l 24" DIAMETER OR ° ° ° ° i i ice% i�i i \/ `\�Oo00oo GREATER PIPE OR DRUM Oo�I O (MUST BE OF NON LEACHABLE MATERIAL) W/ NOTES: GRADE: MAX 5% WITH POSITIVE DRAINAGE TO A SUITABLE //� �/� V ' > CONCRETE BLOCK 2 x 2 MESH, 11 GAUGE MIN u o Oo p w p Oo �i ��(� Y �Q � 2 DIA WEEP HOLES i�ii o �; �o°O OUTLET SUCH AS A SETTLEMENT TRAP " /? MIN 80 LBS PROVIDE SECURE ATTACHMENT AROUND ENTIRE FENCE PANEL %�% �QOo �a- I I�I Oo� /\ �j��j,� z I , // WIRE TIES - i STABILIZATION: SEED, COVER MEASURES, OR ROCK 12 THICK, PRESSED INTO SWALE BANK AND EXTENDING AT LEAST 8 VERTICAL REMOVE SEDIMENTATION AFTER %i�� i� �� i' WATER LEVEL ��\� I� �� ii\��i\��i� FROM THE BOTTOM. SITE IS SUMP PUMP AND MOTOR SAAREZEDEMOVED.S.C. W/CAPACITY AS NECESSARY i;� EXCAVATE BIORETENTION POND AS REQUIRED. BLOCKS AS NECESSARY CONSTRUCTION FENCINNG 5 TEMPORARY SUMP AND PUMP6 TEMPORARY INTERCEPTOR SWALE WITH ROCK CHECK DAMS 7 NTS 8 SEDIMENT TRAP GENERAL EROSION AND SEDIMENTATION CONTROL NOTES CONSTRUCTION SEQUENCE 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (I.E. SIZE AND LOCATION OF ROADS, PIPES, CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT AND APPLICANT'S CONSTRUCTION ,oF RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM REPRESENTATIVE. MAINTENANCE REPLACEMENT SYSTEM. 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, , 2. FLAG CLEARING LIMITS. o� o Oo�oo STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING 11. AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES 3. INSTALL STABILIZED CONSTRUCTION ENTRANCE. �s oO�005 o UNTIL ALL CONSTRUCTION IS APPROVED. MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF 4. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. o o� o�o� O�� 00� o O Oo Oo o Oo 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE PROJECT. THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE 5. INSTALL OFFSITE CATCH BASIN PROTECTION. o ODo pp0o pOo Ooo�O oO��oO�005_o 12. WET SEASON REQUIREMENTS AS DESCRIBED IN APPENDIX D, SECTION D.2.4.2 OF THE KCSWDM ARE 6. CONSTRUCT SEDIMENT TRAP/POND. 0�0000000- BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED IN EFFECT BEGINNING OCTOBER 1 THROUGH APRIL 30. oOp�oao0�0o BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 7. CLEAR AND GRUB AREAS OF THE SITE TO BE ROUGH GRADED OR FILLED. 00 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL 13. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE 8. INSTALL INTERCEPTOR SWALES/BERMS AND CHECK DAMS. � MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION 9. ROUGH GRADE SITE AND INSTALL STORM CONVEYANCE SYSTEM AND RETENTION/DETENTION WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. OR DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO FACILITIES. PROVIDE INLET PROTECTION WHERE INDICATED. 25'R OR R=AS NOTED 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED I.E. ( 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES 10. INSTALL REMAINING UTILITIES AND BUILDING. 12" MIN. DEPTH ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR SHALL BE APPLIED AT AN APPROPRIATE RATE (I.E. ANNUAL OR PERENNIAL RYE APPLIED AT 11. FINISH GRADE SITE AND CONSTRUCT ASPHALT PARKING AREAS, ACCESS DRIVES, SIDEWALKS, CURBS GEO-TEXTILE UNEXPECTED STORM EVENTS. APPROXIMATELY 80 POUNDS PER ACRE). AND GUTTERS. FABRIC 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT 12. COMPLETE SITE STABILIZATION IN ACCORDANCE WITH LANDSCAPE PLANS. 4" - 8" QUARRY AS AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. A MINIMUM THICKNESS OF TWO INCHES. 13. CLEAN STORM DRAINAGE SYSTEM, ON AND OFF SITE, OF ALL SEDIMENT AND DEBRIS. 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER 16. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE PROVIDED PER 14. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS COMPLETELY STABILIZED. NTS 1 2 WORK IS ANTICIPATED OR A PERIOD OF 2 DAYS (WET SEASON) OR 7 DAYS (DRY SEASON), SHALL SECTION 19.120 OF FWRC. CONSTRUCTION ENTRANCE 1 BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (I.E. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.) PERMIT NO. 19-100960-CO 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. NTS NTS APPROVED GENERAL EROSION AND SEDIMENTATION CONTROL NOTES 10 ONS Q UE N CONSTRUCTION SEQUENCE DATE 61 > a "' iLQ N n aj tD M ffu N CD N cn cn a w 0 !�l Date: Job No.: Drawn By: Checked by: E a uj m uj J m U) Q H �a U L J Q W w T il 05/24/2019 21647.00 EVW LPD Revisions # Date Description 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 A 6/12/2019 LAKEHAVEN RESUBMITTAL #2 A 6/21/2019 LU/PERMIT RESUBMITTAL #3 TESC NOTES AND DETAILS Cml 05 NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY LAND USE/PERMIT SUBMITTAL - RESUBMITTAL #3 (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE 21I2O19 INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. NGVD 29 FEDERAL WAY VERTICAL BENCHMARK 2200-01 MONUMENT IN CASE AT INTERSECTION OF 1ST AVE S & S 312TH ST. PUBLISHED ELEVATION: 357.20' 01 NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. LX- M1�r ' r.. e k I1, " ' a5avu�oa \ N II SEE C-6XX SERIES PLANS FOR UTILITY CROSSING INFORMATION EARTHWORK QUANTITIES (FOR PERMITTING PURPOSES ONLY) CUT: 10,000 CY FILL: 16,500 CY NEW AND REPLACED IMPERVIOUS AREA QUANTITIES (FOR PERMITTING PURPOSES ONLY) ONSITE: 158,730 SF (3.64 AC) OFFSITE: 31,834 SF (0.73 AC) e0 0 2,, ; Know what's below. Call two business days before you dig. PERMIT NO. 19-100960-CO APPROVED DATE LAND USE/PERMIT SUBMITTAL - RESUBMITTAL #3 RESUBMITTED SHEETS 06/26/2019 E 0 U N- Q MLri C N o n o to 1H N N ", i O p Q N y ro ON ® V Q N N J 0 0 j 0 V W V W = V o m o Q CV) J z C — W o W u W W 0 UJ Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LIPID Revisions # Date Description 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 �/5\ 6/12/2019 LAKEHAVEN RESUBMITTAL #2 6/21/2019 LU/PERMIT RESUBMITTAL #3 GRADING AND DRAINAGE OVERALL Cm200 ;a,W 0 M c a> t SYSTEM 1 7 SD#11A 48" HP MANHOLE P ' 1� h DETENTION # c / I ` m STORMTECH MC-3500 W SOLID LID 2 RIM 435.70 / i 2 185 CHAMBERS 0 I J 1 LIVE STORAGE VOLUME: 35 IE 432.70 (12" NE) IN I I h ,102 CF FOR MANIFOLD AND ISOLATOR ROW L _ `' LIVE STORAGE DEPTH: 5.5 X 2" �r S, i G CONNECTION IE, SEE SYSTEM 1 DETAIL TOP OF PERIMETER STONE: 429.5 CPP �! I I I BOTTOM OF CHAMBERS: 424.75 P20:443.4t M.'. Q I I BOTTOM OF PERIMETER STONE 424.00 C 1 SD#12 24" YARD DRAIN ; "' t - - -- - , - _-------- -_ _ -- _ -- _------------ ---- IE-441.12 -- -- c` 05 W/DOMED GRATE a `i s \ - -_ �� - -- - - All�" t�SEE FRONTAGE GRADING AND -� " -r2=c�1- ' SD#11C 48" HP MANHOLE 7- _RIM 433.35 DRAINAGE PLAN FOR DESIGN-_ E-440.28 \ W/ SOLID LID c 2asRIM 3" ABOVE FLOW LINE 'j i 4p _ .__ - , y�_ �...._ � __ .^ � � �\ -- --�,_"-- \--- RIM 434.73 - -- - L_TC 44IE 430.20 (8 E PERF)IN 435.7t M.E. - _ TP 44.,i 9 LF 12" SD -- --- -- _ - ``�- �-\ -- _ _ _ - � __._� IE 427.86 (12 E) IN 2 - ,TP JLI IE 430.20 (8 SW) OUT TC 435.53 / -- r TP 435.03 Icz @ 3.8% MIN -12" c R � � ----- / - ----- �'\___�-._..._-•-= FOR MANIFOLD AND ISOLATOR ROW c�2o6 j =434.4 i�=43 .�o ---- -CONNECTION IE, SEE SYSTEM 1 i - 70 435.ot M.E.10 `00 / \� DETAIL � / _cS L 1 1 +o S UTH 314TH S7RREET z. 8,; �� :k r 12+OOo � p _ 13+Od �� 435.8t M.E \ \ I - E i A�D A - --- A ST3 503 RIM :_.. - v` __ - _ -_-- -- -A- - - 45 ; 433:88 �j� o TP 3 70 \l s \ \ 9\ O 4r� S i 5�42- TC 443.18 , TP 442.68 - TP 4 SSMI- 0434-3-8 RIM=4.34. J7 I \ TP 442.67 TP 442.50 J32.39 ' _ FLUSH FLUSH FLU _.._ _.�� TP 442 68 FLUSH 8 PVC c./8 CONC ,\�,i H= 6" CONC NV C_N l �_R G .ANI�tL 4Z1.20 LADDER SV4 � P 43282 �i - _ 442.43 _ -_ - t 443.34 442.60 432.1 t M.E. 432Et \ j 435.83 --�� SD#49 CB TYPE 1 \ _ 442.0 443.32 6 442.4 442.0 � W TURNED DOWN ELBOW C� 205 RIM 435.40 I - - - - - - - - - - - � \ 0' - 435.97 IE 429.96 (12" NE) IN 30- IE 429.96 (12" SW) OUT ..4 - _ \ \ CD + I - 435.55 .436.52 -437.5 437.5 O II. 7 437.5 O 14 LF 12" SD �� + TC 435.45 \ 434.95 @ 1.0% I 437.4 \ p a I 43 435.65 \ " , TC 436.42 SD#11D 48 HP MANHOLE ! I TP 436.4 \43g TC 4 7.4 4 TP 435.92 C`208 W/ SOLID LID i \ I I S \ TP 4 6.9 436.88 437.00 RIM 435.05 � 7 rc 434.95 MEDIA FILTER DRAIN #1 C� TP 434.45 _ 136 LF 8" PERF @ c� °? \ W G IE 429.82 (12" NE) IN \ ; I o �t I 435.49 ;. '. c` 06 FOR MANIFOLD AND ISOLATOR �i o1q TC 434.81 - I 0.5% TP 434.31 A 436.18 436.26 ROW CONNECTION IE, SEE c� i ( % q �` \ rte-1 - . SYSTEM 1 DETAIL I _ TC 437.5 1 �i C FLUSH q \ TP 437.0 I TP 434.15 TC FLUSH ~" TC FLUSH _ j :• I x TC 436.00 / tg L W ' TP 424 dd TP 434.30 435.E` G 435.77 �� \ TP 435.50 I j I �/ E I I TC 435.30 H( �' n TP 435.30 ' I �r / 193 LF 12" 1 \�� .. 434.7 I , SD @ 1.0% J rrwrwwwrrr■ ■rrrwwwrrrrrwrNEE■rwrwrrwrrrrwwwwwwrrrwrrwrrr®w 434_28_SD#11B CB TYPE 2-48"-- ` C� 06 FLOW CONTROL STRUCTURE 1 j 43s.12 rc 4 5.1 434.s8'- 8 W/ SOLID LID i I ' TP 4 6 -205 RIM 435.06 0 TC FLUSH c� I 4 4.00 12" SW OUT SD#51 SDCO TP 434.54 Z E 2 ( ) � � � � i TC FLUSH +� � - ,� ; �' TP 434.15 TC 434.65 RIM 433.30 FOR MANIFOLD AND ISOLATOR ROW I � '� � I `" � c-2o IE 430.88 (12" W) OUT � l>- TP 434.2s �-- - , � ", c�6 CONNECTION IE, SEE SYSTEM 1 � 1 � � TP 434.1 L .� TP 434.90 TP 34.0o G ' DETAIL ' �'' - x 24 LF 8" SD @ 1.0% k _ ,� I I + i -'--4 /.�� ........... .:a 436.10 r , 87 LF 12 SD , „ 7 SDW SDCO TC 436 50 V 1.5% �\ N. ! 88 LF 6 FD TP 436.00 © I I \ ! / w J -2o RIM 435.35 TC 434.90 O @ 0.5% - 75 LF 6" FD 7 SD#8 SDC I (` IE 431.57 (8") TP 434.40 Qc� 436.00 TC 435.6 a TC 435.50 OUT - @ 0.5% C-206 RIM 435.90 ( \ TP 13 LF 6 FD IE 429.57 (8") OUT x \ 435.1 TP 435.00 O _ . � @ 2.0% MIN 60 '' 435. _ 435.72 � � __ _--- .� -- ., . _ _ _ _ _ _ .- _ _ - TC 435.5 - TC 435.05 435.23 !� _. _ 1 435.23 • j j - TP 435.0 TP 435.05 435.25 ✓ °a <. �/ 13 LF 6" FD ° 93 LF� „ SD - ' a . @ 2.0% MIN ;, .° ° • �-�- @ 1.0 SD#9 FDCO � '\, fI� .... 1 I `;; \ �, 13 LF 6 FD @ 2.0% MIN 83 LF 6 FD ;. a . ° . SD � .435.85 1 79 LF 6 . , • ` f. c` 06 RIM 435.00 85 LF 6 SD @ 1.0% @ 0.5% IE 432.52 (6") OUT I SD @ 1.0% 435.43 /u . 435.55 { - -_ I _ _ (NCO r-- Co FD @ 1.0% I 4 DG� SD' 435.80 435.37 $DC Si SD#10 CB TYPE 2-48" `� I x 435.97 DC ---- ---- - -s' ----- -- CO_ --- 11 LF 6" Su 1 c`2.o5W/ SOLID LID --rm_ ��__,- _-- @ 2.0% MIN RIM 434.30 ! I 13 LF 6 FD �� F / �• IE 429.41 (8" NE) IN j \ ' @ 2.0% MIN 8 LF 6" SD '-- _ `` -°�. _ i__ 8D#43 FDCO IE 429.41 (8" S) OUT �' i \:' �` @ 2.0% MIN -- - _ _•_.'/i_/.'.._/ /j Co RIM 435.90 c�6 1 1 I I x \ 6 8 LF 6 SD 7 SD#45 FDCO 8 LF 6" SD 435.97 _ IE 433.75 (6) OUT �� ( M I I I ,j, @ 2\0% MIN RIM 435.80 435.97 11 LF 12" SD SEE FRONTAGE j p I RI 4435. (6") 2 @ 2.0% MIN 435.97 I GRADING AND i \ I i OUT DOWNSPOUTS @ 2.0% MIN 1 DRAINAGE PLAN 1 F 36 LF 6 FD 20 LF FOR DESIGN I ` I \ I It I \ i ,' @ 2.0% MIN t ' 1 SD#48 SDCO (�P) SD#47 SDCO @ 1.0% MIN @ 2.0% MIN D C`2o6 RIM 435.73 C2206 RIM 435.73 I j O ' �� x ( \ I I tiC0 IE 430.36 (6") IE 431.21 (8) OUT 36 LF 8 SD o OUT @ 1.0% I 82 LF 8" SD N / I I I 1 8 LF 6" FD 13 LF 6" FD 20 LF 6" FD FIFE 436 1 @ 2.0% MIN @ 2.0% MIN @ 1.0% MIN SD#44 FDCO c� I @ 2.0% / �= I. \ I I RIM 435.61 j j 1 I i IE 433.38 (6") FOOTING DRAIN (TYP) OUT ��e��i�e e�e�� _L ieL�l�- eese�e®®e��e--es®e�ese��e_�e�-eoae��e®�eea�-e�eseesoee�e:i MATCHLINE - SEE SHEET C-203 NGVD 29 FEDERAL WAY VERTICAL BENCHMARK 2200-01 MONUMENT IN CASE AT INTERSECTION OF 1ST AVE S & S 312TH ST. PUBLISHED ELEVATION: 357.20' NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. SEE C-6XX SERIES PLANS FOR UTILITY CROSSING INFORMATION • Know what's below. Call two business days before you dig. 20 0 10 20 40 Scale 1w=20' LEGEND - - PROPERTY LINE - EX CONTOUR (INDEX) EX CONTOUR 230_ _ PROPOSED CONTOUR (INDEX) 231_ _. PROPOSED CONTOUR FINISHED FLOOR ELEVATION FF 78.0 VAT ON EX BUILDING ,;,�,;;,•;�,.,; ��,,j� PROPOSED BUILDING CONCRETE WALKWAY HEAVY DUTY CONCRETE ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT (AC) PAVEMENT GRIND AND OVERLAY Q OOQ OOQ EXPOSED AGGREGATE GRAVEL SURFACING MULCH SURFACING SITE WALL ROCKERY VERTICAL CURB CURB AND GUTTER PRE -SETTLING BASIN/SAND FILTER GRAVEL DISPERSION TRENCH LEVEL SPREADER SHEET FLOW DISPERSION ob QUARRY SPALL DISCHARGE PAD AREA/YARD DRAIN ® CATCH BASIN TYPE 1 O CATCH BASIN TYPE 2 STORM DRAINAGE PIPE --------------- FOOTING/SUBSURFACE DRAIN � _Z DETENTION PIPE 0o STORM DRAIN CLEANOUT SDCO o FOOTING DRAIN CLEANOUT FDCO • DOWNSPOUTS DSso DOWNSPOUTS W/ SPLASH BLOCK -__- _-----.- _ SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION �f SSMH BOLLARD FIRE HYDRANT WATER FITTINGS W WATER SERVICE LINES ------ WATER METER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION PERMIT NO. 19-100960-CO APPROVED Is a V W W � J Q � r r N W ;;� ro � N r= �a 0 0W LU �F- J m a a J W G W LL U o, > v q n1� N �D M a_ (U N O Q N � V) (n Q. 3 e .j .j 0 0 W00 = M O O Q cl) H f� � Q r Q I..L N CO J - W o U_ Uj .J W Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description Z4 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 6/12/2019 LAKEHAVEN RESUBMITTAL #2 6/21/2019 LU/PERMIT RESUBMITTAL #3 C=201 KEY MAP LAND USE/PE I QUDIVI1 1 I ML - Mr-QUDIY11 1 I AL ff3 RESUBMITTED SHEETS 06/26/2019 i STMH 1476 RIM=444.1 7 - 12" CMP N IE-438.05 �, 12" CMP E IE=438.07 t CMP OV RFLON! W 1 I E- 438.42 \ 12" CMP NW IE-438.08 STCB 2100 RIM=442,00 i LADDER S t 4" CPP E IE-439.93 i AHBL 04 \ u� 8" CMP S IE=439.79 � � 1 NAIL AND G°JASNER 44151 -STCB 1109 RIM=442.60 _- _- / N:12_05-40.3832 E. 4" CPP NE IE=44C.14 t -- -- "`Y- - = i-= �,� r J / L: "1270572.7049 e 443.49 01 t �� . 443.49 44337-- i2" CMP SE IE_439 38-__'- --- '-� -- { -\ �ELEV:442 33 Z �' - - - ter`-�=. .I P --- ` n /- C H 6 „ 443.26 443.2t1 M. CH6�8" --� E 2' GAS, 'r \a _ _ -�� - aVU� T - T - 77 TC 443.15 TP 442.6511-1 i % //-- CH NNEL- 9 , SSMH 0902-1A R^i�A 443E"i5 e S �6" PVC NE/8" f1C W i 14+0o SOUTH 314TH STREET I _ _ _ � � - T ® r 442.53 LL5 i W W r%`> CDe�� I 1436.46 l r , _p; Z ° , 436.67 rJ' m _ �� I TC 436.E TP 435.E TC Fl Q 436.24 TP 4; p. cx I I NGVD 29 FEDERAL WAY VERTICAL BENCHMARK 2200-01 MONUMENT IN CASE AT INTERSECTION OF 1ST AVE S & S 312TH ST. PUBLISHED ELEVATION: 357.20' NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. ' RIM 443.00 TW 443.50� ' IE 436.17 (6" S PERF) OUT BW 442.00 81#13 CB TYPE 1 W/TURNED DOWN ELBOW w RIM 434.50 IE 431.00 (8" N) IN ' IE 430.44 (8" E) IN C� 05 ! IE 429.79 (8" S) IN I -' IE 429.79 (12" W) OUT i 7 LF 8" SD @ 2.0% CONCRETE WALL PER STRUCTURAL e\ o I � 99 LF 6" PERF i @ 0.5% ® SD#54, 24' YARD DRAIN W/DOMED GRATE C-205 RIM 433.25 ' RIM 3" ABOVE FLOW LINE IE 430.58 (8" E PERF) IN d' IE 430.58 (8" W) OUT SD#16, SDCO RIM 435.00 C`206 i IE 432.58 (8" W) OUT \ \TW 443.50 BW 437.50 8D#17 SDC0 �7 \ RIM 438.00 C-206 \i IE 435.67 (6" S PERF) OUT - CONNECT TO EX WALL I1� SEE STRUCTURAL PLAN �! SD#18 SDCO i I RIM 434.30 � IE 431.88 (8" W) OUT _t I84 LF 8" SD @ (,•� I 1.0% I. 1 \. SD#42 CB TYPE 1 6 i RIM 437.50 IE 434.83 (8 N) IN I IE 434.83 (8" S) OUT i \ Iam MATCHLINE - SEE SHEET C-204 STCB 12" HEDGE / 451.7f M.E./ i 17+00 1 --- - - OP ---�-- - - - - -- OP---�_�-- - -- -- OP--- SEE C-6XX SERIES PLANS FOR UTILITY CROSSING INFORMATION Know what's below. Call two business days before you dig. 20 0 10 20 40 Scale 171=20' LEGEND - - PROPERTY LINE ---2JO-.. - EX CONTOUR (INDEX) - _--231-- _ _ _ EX CONTOUR _ 230- _ PROPOSED CONTOUR (INDEX) 231_ _ PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING PROPOSED BUILDING CONCRETE WALKWAY HEAVY DUTY CONCRETE ASPHALT (AC) PAVEMENT _ � HEAVY DUTY ASPHALT .m ®. a <'..' ..g, (AC) PAVEMENT /\ GRIND AND OVERLAY o0no�oDno�bO EXPOSED AGGREGATE GRAVEL SURFACING MULCH SURFACING SITE WALL C-ANCARaMCAR ROCKERY VERTICAL CURB CURB AND GUTTER PRE -SETTLING BASIN/SAND FILTER e - GRAVEL DISPERSION TRENCH Ono _ _n LEVEL SPREADER > SHEET FLOW DISPERSION QUARRY SPALL DISCHARGE PAD AREA/YARD DRAIN ® CATCH BASIN TYPE 1 O CATCH BASIN TYPE 2 STORM DRAINAGE PIPE --------------- FOOTING/SUBSURFACE DRAIN .� DETENTION PIPE 00 STORM DRAIN CLEANOUT SDCO 0 FOOTING DRAIN CLEANOUT FDCO • DOWNSPOUTS DS.o DOWNSPOUTS W/ SPLASH BLOCK ---- --- ----- SIDE SEWER PIPE �-- SEWER CLEANOUT SIDE SEWER CONNECTION 00 SSMH BOLLARD • FIRE HYDRANT WATER FITTINGS W WATER SERVICE LINES r---- WATER METER V' WATER SERVICE LINES a FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION -I- PERMIT NO. 19-100960-CO G":i il DATE ;_ g Cn cu a� 3i 3 U If7 10, HIM 0 0 W = M O O Q V ccoQ 00 M O N co Q ® W W W Uj of W Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description z 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 6/12/2019 LAKEHAVEN RESUBMITTAL #2 6/21/2019 LU/PERMIT RESUBMITTAL #3 GRADING AND DRAINAGE Cm202 KEY MAP LAND USEIPER 1 %?UUIVII 1 1 ML. ' RGQUDIY11 I I HL ttJ RESUBMITTED SHEETS 06/26/2019 MATCHLINE - SEE SHEET C-201 �®•®®�-�•o�� • �� •� ®®5 Le>,o•---6>, ®®• FD 42-L- SD @ MI�10 LF 6„®@ 1.0% ' ) a @ 2.0% MIN @ 0.6% MIN `%'''`%"%' ' ' f %� ' 8 LF 6" SD @ 2.0%' MIN 3597 SEE FRONTAGE i I Ili /ja_ -- DC` _ -- G DRAIN GRADING AND t 0 117 LF 6" SD 435.83 pDCO ®` -'� >- f S c FOOTING - 435.88 _ - 1 - DRAINAGE PLAN I 435.97 0 @ 1.0% MIN 435.97 - ) 1 a 435.83 a i FOR DESIGN � I I '- r z 435s2 43585_`';_�� 45 LF 6 SD @ 1.0% MIN SD#40 AREA DRAIN :✓�43537l , . ' �55 LF 6" FD SDCO , f SD#30 SDC 7 { 435.37 0 c� °5 RIM 435.50 435.75 „ , @ 0.6% MIN _ a RIM 435.40 8 LF 6 FD IE 432.44 (6" N) IN I� `' ,435.69 IE 433.07 (6" S) OUT ; . @ 2.0% MIN IE 432.44 (6" S) OUT FD O x 24 LF 6 SD ' �435.54 - ,> 1 S` C 502 RSV 26,53- A '# '� I i i l 435.65 @ 1.0% 435.70 12 LF 6 SD @ 1.0% „ c P SE !E +2+ �0a \-- i ®; 30 LF 6" FD ', 25 LF 6" SD I� - _ I } I I� SD#5, AREA DRAIN �1 i QQQ @ 2.0% MIN ` ' 435.60 I < @ 1.0% 6 SD 435.54 435.81 S C-205 6 LF ' REFLFC iOR� _�\ ,. I ' % '" , 43575 @ 1.0% ; r RIM 435.10 1 ' 435.50 435.97 IE 432.95 (6 N) IN 8 LF 6 SD )OUT E - t '435.37 435.78 8 LF 6" FD ' + j IE 432.95 (6" S 435.97 1 @ 1.0% MIN r' \ 435.60 _ "y @ 2.0% MIN j s x-- x ' , ; LF 6 @ 1.0% MIN s 1 f�: ti -- 4 7. f \ _ ( .. SD#39 AREA DRAIN Q FDCO i 35.40 435.37 22 L " SD _ I ' C-205 RIM 435.30 -DC ' - _ 0PJ d F 42 t ; �° I I ;DCO __. » 10 LF-6 FD 15 LF 6 SD IE 432.81 (6 N) IN 435.45 435.55 a o. - .._ a N[0i P, RKiNr, o { r I 1 f I I ; @ 2.0% MIN IE 431.97 (8" E) IN r ' � f 435.52 435.88 @ 0.6 % M I N _ IE 431.97 8" S OUT � `p 435.45 n 435.88 1 43 LF 12" SD ( ) 435.45 ©CO ' - 97 LF 6" SD 12 LF 6» FD @ 1.0% !, ° ) o' \ x l d :. ' 18 LF 6 FD I' i @ 1.0% @ 0.6% MIN 190 LF 6" FD --I I ��', ; I I I I : r 8 LF 6 FD @ 2.0% MIN r : SD#29 CB TYPE 1 p% ��SPAia� 0«3?-� / iv'.?8.3F ;, �, ( �� `t i % @ 2.0% MIN C-205 I SD#1 SDCO @ 1. I ,MIN >, RIM 435 55 8 -�� N N 1 119 LF 6 FD , SD#4 ALA DRAIN RIM 435.60 C-206 f-, I i I : W/ SOLID LID 1 _. g 262 LF 6" FD @ 2.0% MIN FDC ` IE 431.39 (6" E) IN RIM 435.20 IE 432.94 (8" W) OUT � ' �� `41E 432.71 (6 N) IN I v SD#7 CB TYPE 2-48' 1' i ( I '" @ 0.5% f L l DOWNSPOUTS -� , IE 432.10 (6" N) IN IE 432.71 (6" S) OUT S C`005 RIM 434.30 I x I ; C-205 �, i 435_55 IE 433.10 (6" W) IN 6 LF 6" SD °� W/ SOLID LID! ' I CO `� (NP) ' I IE 431.39 (6" S) OUT IE 432.65 "� _6 LF 6 SD - IE 427.77 (8" N) IN;SD @ 1.0% MIN @ 1.0% MIN IE 423.14 (12 W) IN �i % 8 LF 6" FD 8 LF 6" SD 7 8D#38 SDCO 1 IE 423.14 (12 S) OUT �I� � - ill L j�j E @ 2.0% MIN FDG(� ' @ 2.0% MIN C-206 _ tra b ,.. I I RIM 435.35 I ' , IE 430.45 (8" S) OUT 163 LF 12 SD I x ` I I ; ° 19 LF 6" FD ' ' @ 1.0% "��j n I' !I I I 115 LF 6" SD @ 2.0% MIN 0 103 LF 8 SD 76 LF 8 SD @ 2.0% MIN 8D#6 CB TYPE 2-48" 4 ! ' I I I I i S 107 LF 8 SD » @ 1.0% -129 LF 6 FD @ 1.0% " 1 W SOLID LID ;': 1 /� I � @ 1.0% ` @ 0.75% � Ltd c�2o5 RIM 434.00 / { I �I I �CO 19 LF 6" FD IE 421.51 (12" N) IN i' �`b { "X 1 i % 8 LF 6" FD @ 2.0% MIN FDCki - - IE 421.51(12" s) OUT % { I I , ; SD#37 AREA DRAIN 1 i @ 2.0% r , RIM 435.60 c-2o5' » »G 7 LF 6 SD , IE 430.90 IN . k ' �� (8" N) I a 7 LF 6 FD o I @ 2.0% MIN IE 430.90 (8 E) OUT @ 2.0% MIN E x I (31 C 19 LF 6" FD ', E 17 LF 8" ISD 434.10 SD#25 CB TYPE 1< J� m I @ 2.0% MIN '. @ 1.0% RIM 434.10 c-2o5, k i 15 LF 6" SD ��1v-+ IE 429.69 8" ( W) IN @ 2.0% MIN � FDCO i 'Jt Vd o » n y { IE 429.69 (8 NE) IN; , I 104 LF 6 FD ��- � ' L I CONNECT TO @ 0.75% '° `` `--! <. ! IE 429.36 (12" S) OUT 435.55 >, I S o �'x� FOOTING DRAIN -' \ 52 LF 8 SD � 1 (TYP) 435.97 435.97 @ 2.0% + r 1 J 1 / %% / ' ' l %%i i . 435.55 434.20 \ 434.30 �\ / - _ - 1 11 ---�d -_ FDCO � D#26 AREA DRAIN SD#36 48' HP MANHOLE c�08 W/ SOLID LID A o' �\ RIM 426.50 (C-00661E 420.57 (12" N) IN CD FOR MANIFOLD AND ISOLATOR ROW ± CONNECTION IE, SEE SYSTEM 2-- DETAIL SD#2 CB TYPE 2-,Q lX C�5 RIM 425.30 IE 417.37 (12" NE) IN IE 417.37 (12" S) OUT SEE FRONTAGE i-- - °'r 30 - GRADING AND DRAINAGE PLAN FOR DESIGN i J TC� 420. F TP 420. 420.00 I 9 1 o -1 M ' ,2-j o NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. 11 - ---- -N- j_._ RIM 435.60 7 LF 6 FD / �� i IE 430.73 (8 W) IN @ 2.0% MIN IE 430.73 (8" E) OUT t\ \ \ SD#50 CB TYPE 1 6 _ fi x I W SOLID LID ooQ�oO /SD#27 CB TYPE 1 I I RIM 435.00 j SD @ 1' % W/ SOLID LID c2o5 122 LF 12" i IE 431.21 (6" N) IN 0�0�0� /RIM 435.5 _ IE 430.7 (6" E) IN 0 °J o IE 430.7 (6" N) IN J , 1 \ IE 430.7 (8 W) OUT IE 430.7 (6 W) OUT I 8D#3C 48" HP MANHOLE 7� RIM 430.90 C o o -208 & \ I E 4 ` � � _ ;- 26.33 (12 E) IN I t; \�� \\ \ \ \ \ \\ / � � I MANIFOLD AND ISOLATO�ROW CONNECTIONc� 1 DETAIL ` SD#36 SDCO �7 1 RIM 431.58 c-2os IE 428.83 (12" S) OUT - - ` 24.10 424.33 \ / ; ( I MEDIA FILTER DRAIN #4 ' �'/ °<� f .'. �21 LF 12" PERF @ 3.4%C�07 1 t _ \ ■ 8 LF 12 SD 432.64 t, 432.57 @ 2.0% j ' 424.23 \43� ; I SD#35 YARD DRAIN\ I \ 24.00- RIM 431.83 C-205 .r IE 428.12 12" N) IN 1 IE 428.12 12 S) IN _ - 4 IE 428.12 12" W) OUT �� I f' \ SD#34 CB TYPE 1 6 �- ? c` o IE 427.80 (12" N) IN IE 427.80 (12;; E) IN f IE 427.80 (12 W) OUT f BOTTOM 432.0 fi 1 IN ____ OMNI -MEMO:i:�w 49 LF 12" SD 43144 @ 3.0% - - - � 3 , 32- -� s 431.51 y � 00 - - -... _ _ - - - - DETENTION SYSTEM#2 -a \ w �____ 4 -- STORMTECH MC- 54" 3500 �8 - - - .J -- SD#3A CB TYPE 2- x - - - - - VM35 <\ - _ FLOW CONTROL STRUCTURE 147 CHAMBERS x x x x _ - - - - ___ ___ .__ LIVE STORAGE VOLUME: 28,300 CF - - - 20 LF 12" SD W/ SOLID LID g 4 6 - - -_- - - LIVE STORAGE DEPTH: 5.5' +23,� @ 2.0% MIN RIM 426.30 C-2o5 C:_ 06 C-206 - 1 TOP OF PERIMETER STONE: 424.00 - S _ - - - - -- - _ - IE 418.50 (12" SW) OUT `J `� MEDIA FILTER DRAIN #4 1; � - - - - _ - - _ _�_- - _ �- BOTTOM OF CHAMBERS: 419.25 - - C-207 - a - - _ _ FOR MANIFOLD AND ISOLATOR ROW - __ _ .143 LF 12 PERF @ 0.5% 1 '� f \ ` ` -- CONNECTION IE, SEE SYSTEM 2 DETAIL - BOTTOM OF PERIMETER STONE: 418.50 NGVD 29 FEDERAL WAY VERTICAL BENCHMARK 2200-01 MONUMENT IN CASE AT INTERSECTION OF 1ST AVE S & S 312TH ST. PUBLISHED ELEVATION: 357.20' � m SEE C-6XX SERIES PLANS FOR Know what's below. UTILITY CROSSING INFORMATION Call two business days before you dig 20 0 10 20 40 Scale 110=20' LEGEND - - PROPERTY LINE EX CONTOUR (INDEX) `- EX CONTOUR 230- - PROPOSED CONTOUR (INDEX) 231- - PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION 1 EX BUILDING '/Z/ ,� /,, :"•,� PROPOSED BUILDING CONCRETE WALKWAY HEAVY DUTY CONCRETE C 1 ASPHALT (AC) PAVEMENT - HEAVY DUTY ASPHALT - ,_ (AC) PAVEMENT 1 GRIND AND OVERLAY d' OOO 000 EXPOSED AGGREGATE GRAVEL SURFACING MULCH SURFACING SITE WALL ROCKERY VERTICAL CURB CURB AND GUTTER W W PRE -SETTLING BASIN/SAND FILTER a �c� GRAVEL DISPERSION TRENCH !S2 C = r O V LEVEL SPREADER - SHEET FLOW DISPERSION go QUARRY SPALL DISCHARGE PAD AREA/YARD DRAIN CATCH BASIN TYPE 1 O CATCH BASIN TYPE 2 NEEME STORM DRAINAGE PIPE --------------- FOOTING/SUBSURFACE DRAIN DETENTION PIPE 00 STORM DRAIN CLEANOUT SDCO 0 FOOTING DRAIN CLEANOUT FDCO • DOWNSPOUTS DSO DOWNSPOUTS W/ SPLASH BLOCK SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION SSMH BOLLARD • FIRE HYDRANT TWATER FITTINGS w /WATER SERVICE LINES ----- WATER METER WATER SERVICE LINES o FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION la 611 KEY MAP LAND USE/PER PERMIT NO. 19-100960-CO APPROVED DATE MIT SUBMITTAL - RESUBMITTAL #3 U 01 T M N > Q y N ro r-4 cu M ' (6 C'4 N ® C:)- N N 0 0 W M O O Q W �m Cni Q 0 Qcl)� Z N CD W W LL W Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description 4 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 A 6/12/2019 LAKEHAVEN RESUBMITTAL #2 0 6/21/2019 LU/PERMIT RESUBMITTAL #3 GRADING AND DRAINAGE Cm203 RESUBMITTED SHEETS 06/26/2019 MATCHLINE - SEE SHEET C-202 MEW qmw am" �. mW=.="m 34 LF 6" SD 437.o e �� cqP ° � � A d . TC° 435.70 ' © 1.0% - 0i3. 86 TP 435.20 71- ; 7 a / 437.75 I A SEA CB TYPE 1 _ v o� -- 435 52 a RIM 435.52 c-2o 435 97 ° 435.75 7 LF 6" SD IE 432.68 (6 N) IN IE 432.68 (6" S) OUT 437 75 1 D © 2.0% MIN " RIM 435.89 -----1- 32 LF 6 SD 1.0% C� 06 _ IE 432.25 (8 S) OUT I v ' ? i J. t 4.35.97 SD#28 CB TYPE 1 ; 1 a' RIM 435.67 ` I ---- �43567 ° IE 432.36 (6" S) IN C� 435.52 j IE 432.36 (6" E) IN 7. IE 432.19 (8" W) OUT 37 LF 6" SD SD#31 CB TYPE 1 6 © 1.8% RIM 435.52 IE 433.02 6" S OUT I 435.88 © 2.0% MIN IE 432.06�� 13 LF 6 SD \ © 2.0% MIN / 77 LF 8" SD 40 i r� �,:' ' h`Y �i � ��nn+y 67 f�eei//So�rs ^z { pq mxv., gpa�y .✓g (,. p'. pp i� +51d �,fii�33 „VA •".+ ti . 4 'klY SD#23 FDCO � 12 LF 6" SD � �.. RIM 435.80 .?06 © 1.0% IE 431.36 (6" W) OUT \ _ ft f9 •��--�®®®•®�®�,-•ate®�®-�®®•®®s®®®�� 138 LF 8" SD @ 1.0% O � l i r SD#32 CB TYPE 1 6 RIM 436.80 cC' IE 433.45 (8 S) IN IE 433.45 (8" S) OUT f Nj ' \ SD#41 SDCO 7 A ��- / / I RIM 435.52 c-206 IE 431.48 (8" W) OUT 1 DO Q x-- - - 434.30 6' WOOD -ON WALL - \ \ 1 W -- \ SOUTH 315TH STREET ( Z / \ '� \ i 2„ �,� �� 101, '�- �r \ I x x \� \ o_ - - \ � -2 UV - \ 225 LF 8 KC u, / \ I �- - \ SD © 1.0% - 435.61 435.68- �\ \ �- Z /m4 \ _ \ s ._-- -_ _ .. SD#11511 CB TYPE 1 6 ' RIM 435.50 435.02 » ( IE 431.20 (12 S) OUT a r a a.. i ` o " .. 6 iP OWS w � =- W - 435.09 x x :x - X -. - X - - - _ I X x x X x X- X, - SD#33 SDCO 7 "" CONNECT TO EX CB x r, ® w RIM 431.58 C`206 ` ` ; IE 429.92 C_ e IE 428.83 (12" W) OUT - i' \ \ 143 LF 12" w ~ CAT t C?.TC! -� I -- -- - - -- op -- - -- ��- op -- - - --- OP - --- \ S D 0.9 NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. NGVD 29 FEDERAL WAY VERTICAL BENCHMARK 2200-01 MONUMENT IN CASE AT INTERSECTION OF 1ST AVE S & S 312TH ST. PUBLISHED ELEVATION: 357.20' SEE C-6XX SERIES PLANS FOR UTILITY CROSSING INFORMATION ® o Know what's below. Call two business days before you dig. 20 0 10 20 40 Scale 1`0=20' LEGEND - - PROPERTY LINE i 230-- _ a EX CONTOUR (INDEX) --2J I-- -_. EX CONTOUR 230_ _ PROPOSED CONTOUR (INDEX) 231_ _ PROPOSED CONTOUR XXX.X -\ SPOT ELEVATION FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING PROPOSED BUILDING CONCRETE WALKWAY HEAVY DUTY CONCRETE ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT (AC) PAVEMENT oDno�oDn EXPOSED AGGREGATE GRAVEL SURFACING MULCH SURFACING SITE WALL ROCKERY VERTICAL CURB CURB AND GUTTER PRE -SETTLING BASIN/SAND FILTER �Q GRAVEL DISPERSION TRENCH Ono _ ,27a n LEVEL SPREADER 7� SHEET FLOW DISPERSION IND QUARRY SPALL DISCHARGE PAD o AREA/YARD DRAIN ❑® CATCH BASIN TYPE 1 O CATCH BASIN TYPE 2 STORM DRAINAGE PIPE --------------- FOOTING/SUBSURFACE DRAIN DETENTION PIPE 00 STORM DRAIN CLEANOUT SDCO 0 FOOTING DRAIN CLEANOUT FDCO • DOWNSPOUTS DSO DOWNSPOUTS W/ SPLASH BLOCK -.------- SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION 0 SSMH BOLLARD • FIRE HYDRANT y WATER FITTINGS W WATER SERVICE LINES ---- - WATER METER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION KEY MAP LAND USE/PER PERMIT NO. 19-100960-CO APPROVED DATE �� 0 0 W =00 M o o Q ��a o a�� DC Z N co a w _W W Im UL J W Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LIPID Revisions # Date Description Z4 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 Z5 6/12/2019 LAKEHAVEN RESUBMITTAL #2 /6 6/21/2019 LU/PERMIT RESUBMITTAL #3 GRADING AND Cm204 06/21 /2019 12" ROUND DRAIN BASIN HANCOR NYLOPLAST OR APPROVED EQUAL I /-%I I V V I Ii1I l Is nevi nMI ACT nl I/nTn r IRON IG GRATE =V PER PLAN T PIPE LAN RUUIID DRAIN BASIN HANCOR NYLOPLAST OR APPROVED EQUAL 10" (TYP) I I 4 1 /4" @ 4"0 DS 1 /2$$ 2„ H-10 12" FRAME COVER D WITH LOCKING PEDESTRIAN GRATE 77 D ° 6"-45° (1/8) BEND --- GRATE ELEV PER PLAN D p D ° ° ° ° D OUTLET PIPE PER PLAN �x �x i FOOTING DRAIN AREA COVER NTS AREA DRAIN AND OVERFLOW/YARD DRAIN 6 1 #3 BAR HOOP `sj• f, 7 1\2' 2 #3 BAR HOOPS #3 BAR EACH CORNER #3 BAR EACH SIDE FRAME AND GRATE 4% ROOF DS - SEE ARCH PLANS AND SPECIFICATIONS 6" PIPE CAP W/HOLE CUT 1/8" LARGER IN DIAMETER THAN DOWNSPOUT PIPE JT FILLER (TYP ALL AROUND WHEN CONCRETE IS PRESENT) STORM DRAIN CLEANOUT FLUSH W/ FINISHED GRAD r1 PLASTIC VALVE BOX W/ 6" DIA 20 LID FOR LANDSCAPED AREAS OR STD CAST IRON COVER FOR PAVED AREAS SURFACING PER PLAN �6"STORM DRAIN TEE JISLOPE PER PLAN r ,1 6 -45° (1/8) BEND NTS DOWNSPOUT CONNECTION 2 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 5' RISER SECTION 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. S. 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 12' RISER SECTION 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. PRECAST BASE SECTION (MEASUREMENT AT THE TOP OF THE BASE) #3 BAR EACH WAY JULY cn°w PUBLIC DWG. NO. [F@ 0 c MP Wft WORKS CATCH BASIN TYPE 1 4-1 NTS STANDARD CATCH BASIN - TYPE 1 6 GRADING NOTES 1. CONTRACTOR SHALL PROVIDE OVER -EXCAVATION FOR ALL BUILDING FOUNDATIONS/ SLABS AND PAVEMENTS PER GEOTECHNICAL REPORTS. 1 ✓l. NTS GRADING NOTES 3 z_ TOP SLAB HANDHOLDS2-� 10 m 1 20' X 24" Of 24" DIAM. +:... 48%54'.60'.72%OR 96" 0 MORTAR } iv FILL 48" DIAM.- 6" �•y 54 DAM.- 8' 60" DAM.- DAM 96" OAM.-12' I , 6„y, v ovovo°wovov , MIN. SEPARATE CAST IN PLACE *FOR SEPARATE BASE OR SEPARATE CASs -IN -PLACE PRECAST BASE, ONLY - REINFORCING STEEL (FOR SEPARATE BASES ONLY) 0,23 SO. IN./FT. IN EACH DIRECTION FOR 48" DAM. 0.19 SO. iN./FT. IN EACH DIRECTION FOR 54" DAM. 0.25 SO. IN./FT. IN EACH DIRECTION FOR 60' DAM. 0,35 SO. IN./FT. IN EACH DIRECTION FOR 72' DIAM. 0.39 SO. IN./F7. IN EACH DIRECTION FOR 96" DAM. '0' RING FLOOR AND CAPILLARY BREAK PER STRUCTURAL DRAWINGS SLOPE TO DRAIN AWAY FROM BUILDING PROPOSED GRADE PER PLAN CONTRACTOR TO PROVIDE TEMPORARY PROTECTION OF WASHED ROCK BACKFILL PRIOR TO PLACEMENT OF FINAL FILL LAYERS VARIES ° FILL AS REQ 12 MIN D ° D° D � " FOOTING DRAIN 6" MIN HA TOP SHALL BE A MIN OF 4" BELOW TOP OF 1 z� FOOTING BUILDING FOOTING & WALL PER STRUCTURAL DRAWINGS. SEAT WALLS WASHED ROCK PER LA DRAWINGS. DO NOT DISTURB FOOTING BEARING ZONE WHEN INSTALLING FOOTING DRAIN FOOTING DRAIN PLACED LEVEL OR WITH POSITIVE SLOPE TO OUTLET NOTES: 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M199) 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. STEPS IN CATCH BASIN SHALL HAVE 6" MIN. CLEARANCE. SEE DWG. NO. 2-005, CATCH BASIN DETAILS. HANDHOLDS SHALL BE PLACED IN ALTERNATING GRADE RINGS OR LEVELING BRICK COURSE WITH A MIN. OF ONE HANDHOLD BETWEEN THE LAST STEP AND TOP OF THE ADJUSTMENT SECTION MANHOLE. >-(LEVEUNG IBRICKS OR GRADE 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" MIN. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. PIPES SHALL BE INSTALLED ONLY IN FACTORY KNOCKOUTS UNLESS OTHERWISE APPROVED BY THE STEPS20R LADDER, ORIENT ENGINEER. // 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 SIZE SHALL BE 35" 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" C.B.; 12" FOR 72" AND 96" C.B. 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. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. 7. ALL BASE REINFORCING STEEL SHALL HAVE A MIN. YIELD STRENGTH OF 60,000 PSI AND BE PLACED IN THE UPPER HALF PRECAST BASE & OF THE BASE WITH 1" MIN. CLEARANCE, / INTEGRAL RISER. (/ 8. MIN. SOIL BEARING VALUE SHALL EQUAL 3,300 POUNDS PER 1'-0" FOR 48, 54', & 60" DIAM, SQUARE FOOT. 2'-0' FOR 72' & 96" DAM. 9. FOR DETAILS SHOWING LADDER, STEPS, HANDRAILS AND TOP SLABS, o SEE DWG. NO. 4-4. 10. SEE THE WSDOT/APWA STANDARD SPECIFICATIONS SEC. GRAVEL BACKFLL FOR FOUNDATIONS 7-05.3 FOR JOINT REQUIREMENTS. 6' MIN. COMPACTED DEPTH PRECAST BASE ONLY. \\-7REINFORCING STEEL (FOR PRECAST BASE & INTEGRAL RISER ONLY) 0.15 SO. IN./FT. IN EACH DIRECTION FOR 48" DAM. 0.19 S0. IN./FT. IN EACH DIRECTION FOR 54" DAM. 0.25 SO. IN./FT. IN EACH DIRECTION FOR 60' DAM. 0.24 SO. N./FT. IN EACH DIRECTION FOR 72' DIAM, 0.29 SO. IN. Fr. IN EACH DIRECTION FOR 96' OAM. �amm (, � 1C�MWW WORKS CATCH BASIN TYPE 2 (48"D 0. , 54", 60",72", & 96") 4-3 STANDARD CATCH BASIN - TYPE NTS 8 NTS FOOTING DRAIN 4 PERMIT NO. 19-100960-CO APPROVED N Au W ° J � I® ~ F- N w co X v o� cc Kz w M H � � M c - N F- W E 000, "? Ln <D i O N .,CU+ p M [6 N N _q ® U Q C_ 0 0 = O v� 0 V w z V o o °° a Cn Cn Q � bra C14) N Q Q � z CD LJ.1 w W J Lu LL Lu Lu W Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVVV Checked by: LPD Revisions # Date Description Z 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 �5 6/12/2019 LAKEHAVEN RESUBMITTAL #2 /6 6/21/2019 LU/PERMIT RESUBMITTAL #3 GRADING AND DRAINAGE DETAILS DATE IT SUBMITTAL - NO I EMF'UKAKY UEN I IF IUAI L OF UUUUF ANUY (I UU) UK ULK I It IUAI L Ur UUUUr'A UT (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE 21 2019 INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. Cm205 w PROPOSED LAYOUT - SYSTEM 1 NOTES 175 STORMTECH MC-3500 CHAMBERS w j • MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER.SE TECH SHEET #7 FOR MANIFOLD SIZING GUIDAN CE. Lu w 28 STORMTECH MC-3500 END CAPS • DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE p r 12 STONE ABOVE (in) NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. CDv g STONE BELOW (in) • THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER CC: j p o 40 % STONE VOID COVER REQUIREMENTS ARE MET. Z ' W 35,378 INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED) THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE -SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING <�i5 > Q i w 10,719 SYSTEM AREA (ft�) CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND o ''� o f U o PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED 826 SYSTEM PERIMETER (ft) - ONCE THIS INFORMATION IS PROVIDED. can Q PROPOSED ELEVATIONS - SYSTEM 1 ® NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE J 00 W i o 436.50 MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED) REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. m p N i N 431.00 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC) aLLg 430.50 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC) ¢ � o 430.50 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT) 430.50 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT) w iu 1 W 3 429.50 TOP OF STONE o ¢ 0 w 428.50 TOP OF MC-3500 CHAMBER 426.70 15" TOP MANIFOLD INVERT _ 424.92 24" ISOLATOR ROW CONNECTION INVERT w 424.88 15" BOTTOM MANIFOLD INVERT 424.75 BOTTOM OF MC-3500 CHAMBER w 2, 424,00 UNDERDRAIN INVERT 9 o x z 424.00 BOTTOM OF STONE a o Ow '--- 31.87' 98.44' o 3 jwj >z 1 -- - 89.77' a a of zz STRUCTURE SD#11A PER PLAN W/ELEVATED BYPASS MANIFOLD SHOWN AS 48" HP MANHOLE (RELOCATED] LL w 20 MAXIMUM INLET FLOW 21.6 CFS o r v (24" SUMP MIN) w n LL z 003 - '-------- -- Z i a PLACE MINIMUM 17.5' OF ADS GEOSYNTHETICS 315WTM WOVEN J V I-1C ' GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER - 0) 0) z j FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS /Ai N N ® o w 24" CORED END CAP, PART# MC35001EPP24BC OR MC35001EPP24BW TYP OF ALL MC-3500 24" BOTTOM CONNECTIONS AND ISOLATOR ROWS ISOLATOR ROW = 0W Q L (SEE DETAIL / TYP 2 PLACES) o ra r- STRUCTURE SD#11 D PER PLAN W/ELEVATED BYPASS MANIFOLD -- I „ % rn w z M MAXIMUM INLET FLOW 16.4 CFS io w (24" SUMP MIN) $ W I( 28.75' 55,94' - 75.88' 0 0 o 0 t �A j ..�.__.-"--'r-_,_..�............i_._._... o 15" X 15" ADS N-12 TOP MANIFOLD _ �� ] (? ° o INVERT 23.39" ABOVE CHAMBER BASE µ �1 _ -- 1 L M o a (SEE NOTES / TYP 5 PLACES) INSPECTION PORT (TYP 2 PLACES) F --- -- --- ---- - --- - -- - -- - _I ] _ o 0 t., _ v,_) _ .W G--w.a_.._.-i,�-_._L..._.. -.._._ ,i. CD zw o w j <z 6" ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN STRUCTURE SD#11C PER PLAN W/ELEVATED BYPASS MANIFOLD = o w OUTLET CONTROL STRUCTURE SD#11B PER h c 0 PLAN MAXIMUM OUTLET FLOW 5.4 CFS (SIZE TBD BY ENGINEER) SHOWN AS 48" HP MANHOLE a w (DESIGN BY ENGINEER / PROVIDED BY OTHERS) MAXIMUM INLET FLOW 3.5 CFS 15" ADS N-12 BOTTOM CONNECTION a INVERT 1,50" ABOVE CHAMBER BASE (24" SUMP MIN) w (SEE NOTES) W m r L ¢ a 0 -- - ------ - 154.27' \ g�g 0 � i1 0 z m <o O o a 31.15' - - -__--------- 166.51' --- < iw r fL SHEET 2 OF 7 NTS 2 STORMTECH CHAMBER SYSTEM DETENTION #1 SOLID COVER < SOLID COVER rO RIM 435.25 j RIM 426.30 �L FRAME & LADDER FRAME & LADDER OR STEPS OFFSET. OR STEPS OFFSET. OVERFLOW z SEE NOTE 8. OVERFLOW z SEE NOTE 8. EL 429.50 - EL 424.00 - PIPE SUPPORTS (2 MIN.): W'S' PIPE SUPPORTS (2 MIN.): W.S. 3" x .090" ALUMINUM 3" x .090" ALUMINUM W/ 5/8" STAINLESS EL 427.00 W/ 5/8" STAINLESS EL 422.83 BOLTS SHEAR GATE BOLTS SHEAR GATE 1.28" 0 ORIFICE 1.67" 0 ORIFICE W/ ELBOW 1,_0p, a, 4 W/ ELBOW 1,-0» MIN. 24" INLET MIN. 24" INLET _12-OUTLET PIPE PIPE 12" OUTLET PIPE PIPE O Z IE 418.50 IE 419.42 IE 424.00 N IE 424.92 EL 422.00 EL 416.50 O Z O Z 1.12" 0 ORIFICE N � 1.67" 0 ORIFICE C" � I 54" MIN. 54" MIN. FROW CONTROL STRUCTURE FOR DETENTION ##1 FROW CONTROL STRUCTURE FOR DETENTION #b2 NOT TO SCALE NOT TO SCALE CONTROL STRUCTURE NOTES 1. PIPE SIZES AND SLOPES: PER PLANS. 2. OUTLET CAPACITY: NOT LESS THAN COMBINED INLETS. 3. EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS FOR CATCH BASIN TYPE 2, 54" MIN. DIA. 4. PIPE SUPPORTS AND RESTRICTOR SHALL BE OF SAME MATERIAL, AND BE ANCHORED AT 3' MAX. SPACING BY 5/8" DIAM. STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED 2" IN WALL. 5. OUTLET SHALL BE CONNECTED TO CULVERT OR SEWER PIPE WITH SUITABLE COUPLER OR GROUTED INTO THE BELL OF CONCRETE PIPE. 6. THE VERTICAL RISER STEM OF THE RESTRICTOR SHALL BE 18" DIAM. 7. FRAME AND LADDER OR STEPS OFFSET SO THAT: A. SHEAR GATE IS VISIBLE FROM TOP. B. CLIMB DOWN SPACE IS CLEAR OF RISER AND SHEAR GATE. C. FRAME IS CLEAR OF CURB. 8. 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". ,a2Q TYPICAL PLAN VIEW NTS TYPE 2 FLOW CONTROL STRUCTURE PROPOSED LAYOUT - SYSTEM 2 144 STORMTECH MC-3500 CHAMBERS 16 STORMTECH MC-3500 END CAPS 12 STONE ABOVE (in) 9 STONE BELOW (in) 40 % STONE VOID 28,308 INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED) 8,484 SYSTEM AREA (W) 405 SYSTEM PERIMETER (ft) PROPOSED ELEVATIONS - SYSTEM 2 431.00 MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED) 425.50 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC) 425.00 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC) 425.00 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT) 425.00 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT) 424.00 TOP OF STONE 423.00 TOP OF MC-3500 CHAMBER 421.20 15" TOP MANIFOLD INVERT 419.42 24" ISOLATOR ROW CONNECTION INVERT 419.38 15" BOTTOM MANIFOLD INVERT 419.25 BOTTOM OF MC-3500 CHAMBER 418.50 UNDERDRAIN INVERT 418.50 BOTTOM OF STONE ISOLATOR ROW (SEE DETAIL) STRUCTURE SD#3A PER PLAN W/ELEVATED BYPASS MANIFOLD SHOWN AS 48" HP MANHOLE S MAXIMUM INLET FLOW 10.8 CFS VVV (24" SUMP MIN) 15" X 15' ADS N-12 TOP MANIFOLD / I INVERT 23.39" ABOVE CHAMBER BASE (SEE NOTES / TYP 2 PLACES) OUTLET CONTROL STRUCTURE SD#3 PER PLAN MAXIMUM OUTLET FLOW 5.4 CFS (DESIGN BY ENGINEER / PROVIDED BY OTHERS) FIN 12"0 CF CON SUE SEE PLAN FOR I.E. AND DIA PAVED AREAS INSPECTION PORT NOTES • MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH SHEET #7 FOR MANIFOLD SIZING GUIDANCE. • DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. • THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. • THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE -SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. ® NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. STRUCTURE SD#313 PER PLAN W/ELEVATED BYPASS MANIFOLD -- SHOWN AS 48" HP MANHOLE MAXIMUM INLET FLOW 10.8 CFS (24" SUMP MIN) 24" CORED END CAP, PART# MC35001EPP24BC OR MC35001EPP24BW TYP OF ALL MC-3500 24" BOTTOM CONNECTIONS AND ISOLATOR ROWS PLACE MINIMUM 17.5' OF ADS GEOSYNTHETICS 315WTM WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS 15" ADS N-12 BOTTOM CONNECTION 6" ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN INVERT 1.50" ABOVE CHAMBER BASE (SIZE TBD BY ENGINEER) (SEE NOTES) SET FLUSH W/FINISHED LANDSCAPE GRADE HDPE VALVE BOX SIZED FOR ADEQUATE ACCESS 2 2" PEA GRAVEL 45' BEND- DIA PER PLAN --------FLOW SEE PLAN FORD I.E. AND DIA LANDSCAPED AREAS 132.77' ----- ---- ---- - 143.23' - --- - -- - - - -- - IUT IS IN PAVED SURFACE, -HICKENED EDGE "ONCRETE C ) RING MARKED DRAINS AND JES GRIPPER PLUG T 18" TER FABRIC NHS STORM/FOOTING DRAIN CLEANOUTS 7 20 h � N J w w � CC � U F o tr > Z O I W - o r >- f w J ¢ = N O O p i U Z 0 = N Q i o o CO 0 N j C N a v z Lu o w H Q ! O j p' w w u_ p a. > ° o a �o v N z m M O z r a Q 2 b i Z WO o z Q O 0 � J � m �x o oN' Z 16 a z w L < m Q x o " i < �o o- x r SHEET 3 OF 7 STORMTECH CHAMBER SYSTEM DETENTION #NTS2 20" 3/4" 0 0 0 0 0 0 0 0 0 0 0 0 0 O 5 3/8" 0 0 0 0, 0 0 0 0 0 0 0 0 0 GRATE SHALL BE 6" WIDE--" DUCTILE IRON, HEEL PROOF TRENCH DRAIN GRATE LONGITUDINAL, ADA RATED, NTS LOCKING PER ZURN P6-HPD 4" MIN. OR APPROVED EQUAL. OR SLAB 6 1 /4" THICKNESS 4" > 11 d x INVERT VARIES SEE PLAN D° \Xj SLAB j��j/ ° ° • .D D d o o ��jj��' THICKNESS 4" MIN COMPACTED SUBGRADE-*' TRENCH DRAIN PER ZURN TO 95% MODIFIED Z886-HD WITH HEAVY DUTY PROCTOR CARBON STEEL FRAME OR TRENCH DRAIN SECTION APPROVED EQUAL NTS 6" 0 MIN. OR SLAB 20" THICKNESS TRENCH DRAIN CATCH BASIN PER ZURN Z887-6 NTS Q (6"X20") OR APPROVED TRENCH DRAIN V EQUAL 20" PERMIT NO. 19-100960-CO TRENCH DRAIN CATCH BASIN NTS APPROVED L- AR �O 289771E J L 0 00 M cu .4 t1') -+ N M C m U) ^ rn M a-' fa N O N � cn in a V W W J 0 0 J 0 V V W :Co � r M a o Q L CN J W w J W uj a J � W W W U. Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description Z 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 A5 6/12/2019 LAKEHAVEN RESUBMITTAL #2 T 6/21/2019 LU/PERMIT RESUBMITTAL #3 GRADING AND DRAINAGE DETAILS Cm206 DATE IIT SUBMITTAL - NU I LMHUHANY GLN I HUAI L Uf UUUUfjANUY (I UU) UK ULK i I UAI t ur uuuurmiNL T (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE 6/21/2019 INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. NTS NOT USED 3.0't VEGETATION 1' STRIP F� CURB 1' -90 6" M I N GRAVEL BASE COURSE 7 3" MEDIUM COMPOST BLANKET SUBGRADE PREPARATION PER LANDSCAPE MEDIA FILTER DRAIN MATERIAL 5' MEDIA FILTER DRAIN MIX 4 OR FLATTER _ Q (PER PLAN) 6.7't ETATION STRIP 3,J �„ �-PLANTINGS OR LAWN �12 PER LANDSCAPE PLAN C - , _�--GRAVEL BACKFILL FOR DRAINS 6" 2' 8" 0 PERFORATED UNDER DRAIN PIPE WITH HOLES DOWN MEDIA FILTER DRAIN #4 3'f VEGETATION 0' 1 STRIP FLUSH CURB -40 GRAVEL BASE COURSE 3'f 4' MEDIA FILTER VEGETATION DRAIN MIX i STRIP 4 OR FLATTER Q (PER PLAN) 3 12-1 O GRAVEL BACKFILL 6» C 0 FOR DRAINS 6" 2' 8" 0 PERFORATED 3" MEDIUM UNDER DRAIN PIPE COMPOST BLANKET WITH HOLES DOWN SUBGRADE PREPARATION PER LANDSCAPE MEDIA FILTER DRAIN MATERIAL MEDIA FILTER DRAIN #1 3'f VEGETATION 1.0' 1 STRIP FLUSH CURB -90 GRAVEL BASE COURSE 3" MEDIUM ' COMPOST BLANKET SUBGRADE PREPARATION PER LANDSCAPE MEDIA FILTER DRAIN MATERIAL- FLUSH CURB FL 1 3't 4' MEDIA FILTER VEGETATION DRAIN MIX i STRIP i 1.0' 4 OR FLATTER - Q (PER PLAN) 12" GRAVEL BACKFILL FOR DRAINS 1" 0 PERFORATED INDER DRAIN PIPE WITH HOLES DOWN MEDIA FILTER DRAIN #2 3' f 3't VEGETATION 4' MEDIA FILTER VEGETATION 1.0' I_ STRIP _ I _ DRAIN MIX STRIP 1.0' OR FLATTER (PER PLAN) f 3" GRAVEL BASES 12-1 COURSE GRAVEL BACKFILL 6» 0 0 FOR DRAINS 6" 2' 8" 0 PERFORATED 3" MEDIUM UNDER DRAIN PIPE COMPOST BLANKET WITH HOLES DOWN SUBGRADE PREPARATION PER LANDSCAPE MEDIA FILTER DRAIN MATERIAL MEDIA FILTER DRAIN #3 GRAVEL BASE COURSE r FLUSH CURB GRAVEL BASE COURSE GRAVEL BASE COURSE 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 7-08.3(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. 9. ALL STORM MAINS WITHIN CITY RIGHT—OF—WAY SHALL BE CONCRETE OR REINFORCED CONCRETE IN CONFORMANCE WITH THE 2016 DEVELOPMENT STANDARDS AND OCTOBER 3, 2005, POLICY MEMO. NTS DRAINAGE NOTES PERMIT NO. 19-100960-CO LIAR, E M C .N1 Ln > Q Q Cj M �i W � ON a M N � U) Cn Q 4- • •1. .ICU 0 0 J W 3: o � J a�coa H LO Q Ii 04 to W W W �..� W W uj W U. Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description 4 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 ZIL 6/12/2019 LAKEHAVEN RESUBMITTAL #2 ZL 6/21/2019 LU/PERMIT RESUBMITTAL #3 GRADING AND DRAINAGE NOTES AND DETAILS NTS MEDIA FILTER DRAIN TYPE 2 (MEDIAN APPLICATION) 5 NTS MEDIA FILTER DRAIN TYPE 2 (SIDE SLOPE APPLICATION WITH UNDERDRAIN) NTS NOT USED 8 DATE I AAIII I ICD DGDIIAIT I IRI ivu i Lmrur- mmR i L,LR i it ium i r_ yr vtwrrmrvk i UR %,LP i it I� L v\1 (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE 21/2019 INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. Cm207 ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS AASHTO MATERIAL MATERIAL LOCATION DESCRIPTION COMPACTION / DENSITY REQUIREMENT CLASSIFICATIONS FINAL FILL: FILL MATERIAL FOR LAYER'D' STARTS FROM THE TOP OF THE'C' LAYER TO THE BOTTOM OF FLEXIBLE ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED D PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. N/A INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER PREPARATION REQUIREMENTS, AASHTO M145' INITIAL FILL: FILL MATERIAL FOR LAYER'C' STARTS FROM THE GRANULAR WELL -GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR A-1, A-2-4, A-3 BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVER TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24" (600 mm) PROCESSED AGGREGATE. THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN C ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT OR 12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR SUBBASE MAY BE A PART OF THE'C' LAYER. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR LAYER. AASHTO M43' PROCESSED AGGREGATE MATERIALS. 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS AASHTO M43' B FROM THE FOUNDATION STONE (W LAYER) TO THE'C' LAYER CLEAN, CRUSHED, ANGULAR STONE NO COMPACTION REQUIRED. ABOVE. 3 4 A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE CLEAN, CRUSHED, ANGULAR STONE AASHTO M43' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE2.3 SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. 3,4 PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FORA' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4. ONCE LAYER'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL AROUND CLEAN. CRUSHED. ANGULAR STONE IN A & B LAYERS PERIMETER STONE (SEE NOTE 4) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL; 6" (150 END CAP SUBGRADE SOILS J (SEE NOTE 3) PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) 'TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED 8' INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 30' 1750 mm). 24" (2.4 m) (600 mm) MIN* MAX 12" (300 mm) MIN 45" (1143 mm) 1 9„ (230 mm) MIN 77" (1956 mm) DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 9" (230 mm) MIN 12" (300 mm) MIN NOTES: 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45x76 DESIGNATION SS. 2. MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3". • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. STORMTECH UNDERDRAIN DETAIL NTS STORM—— CHA UTLET MANIFOLD FOUNDATION BENEATH CHAMBERS ADS GEOSYNTHETICS 601 NON -WOVEN GEOTEXTIL STORMTECH END CAP FOUNDATION STONE BENEATH CHAMBERS ADS GEOSYNTHETICS NON -WOVEN GEOTEXTILE DESIGN ENGINEER 4" (100 mm) TYP FOR SC-310 & SC-160LP SYSTEMS 6" (150 mm) TYP FOR SC-740, DC-780, MC-3500 & MC-4500 SYSTEMS MC -SERIES END CAP INSERTION DETAIL NTS r STORMTECH END CAP 12" (300 mm) MIN INSERTION MANIFOLD STUB MANIFOLD HEADER \ 12" (300 mm) MIN SEPARATION 12" (300 mm) MIN INSERTION NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL FOR A PROPER FIT IN END CAP OPENING. L WALL FORATED E ERDRAIN SECTION B-B 12" (300 mm) MIN SEPARATION MANIFOLD HEADER MANIFOLD STUB MC-3500 TECHNICAL SPECIFICATION NTS CREST WEB LOWER JOINT CORRUGATION FOOT UPPER JOINT CORRUGATION BUILD ROW IN THIS DIRECTION => 45.0" (1143 mm) Lu W J G 2 r w w J � O elf U) V m Q � ujo } Z10 Q cn J Q w M o U Q p CJ o U O cn � rn co W m N c a 7D UJ 7 Z LL N 3 J ~ U � o H O W w ¢ w La_ p d x Q N a m o z [t r ¢_ W O o z Of° _ 1- Q o O O J y J < = m w a a z a w Z W m a 1pr_ � x 9 z 0 3 it Wl "�.+ < 0 SHEET r 4 of w J w W = � g U x Q U N of r o Q it w o z Q QIW O O U o O = J U Q O 00 U O J W 00 a Cm 0 Q N O QL_� o in U w 0 Q I X w Li p a- o m a o w ° x O r W > 3 = z o m f� (1956 mm) �I 75.0" $ W (1905 mm) U Y U W NOMINAL CHAMBER SPECIFICATIONS < i LL 3 w SIZE (W X H X INSTALLED LENGTH) 77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm) z -. i . CHAMBER STORAGE 109.9 CUBIC FEET (3.11 ml) MINIMUM INSTALLED STORAGE* 178.9 CUBIC FEET (5.06 ml) 1 a < 8 WEIGHT 134 lbs. (60.8 kg) o ° 0 NOMINAL END CAP SPECIFICATIONS 25 7" z (653 mm) SIZE (W X H X INSTALLED LENGTH) 75.0" X 45.0" X 22.2" (1905 mm X 1143 mm X 564 mm) ® o W END CAP STORAGE 14.9 CUBIC FEET (0.42 m3) N MINIMUM INSTALLED STORAGE* 46.0 CUBIC FEET (1.30 m) m W- 0 WEIGHT 49 Ibs. (22.2 kg) 3 D o 1 y *ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION AND BETWEEN CHAMBERS, - Y E 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY F z E v O � r � U 1� N r K STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" L 8 ° STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" B O a END CAPS WITH A WELDED CROWN PLATE END WITH "C" o w END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W" g 0 /1 Z 0 PART # STUB B C MC35001EPP06T 6" (150 mm) 33.21" (844 mm) --- MC35001EPP06B --- 0,66" (17 mm) MC35001EPP08T 8" (200 mm) 31.16" (791 mm) --- MC35001EPP08B 0.81" (21 mm) MC35001EPP10T 10" (250 mm) 29.04" (738 mm) MC35001EPP10B --- 0.93" (24 mm) MC35001EPP12T 12" (300 mm) 26.36" (670 mm) MC35001EPP12B --- 1.35" (34 mm) MC35001EPP15T 15" (375 mm) 23.39" (594 mm) --- MC35001EPP15B --- 1.50" (38 mm) MC35001EPP18TC 18" (450 mm) 20.03" (509 mm) MC35001EPP18TW MC35001EPP18BC - 1.77" (45 mm) MC35001EPP18BW MC35001 E PP24TC 24" (600 mm) 14.48" (368 mm) MC35001EPP24TW MC35001EPP24BC 2.06" (52 mm) MC35001EPP24BW MC35001EPP30BC 30" (750 mm) 2,75" (70 mm) 90.0- (2286 mm) ACTUAL LENGTH 22.2" (564 mm) INSTALLED r Z N 0 < ° 0 o 'o a p > N jo yl 1 Da v 0 !hl Z a= wO a < o p z Z Q O CUSTOM PRECORED INVERTS ARE w m AVAILABLE UPON REQUEST. It = o INVENTORIED MANIFOLDS INCLUDE < 12-24" (300-600 mm) SIZE ON SIZE - AND 15-48" (375-1200 mm) _ ECCENTRIC MANIFOLDS. CUSTOM m INVERT LOCATIONS ON THE MC-3500 < END CAP CUT IN THE FIELD ARE NOT 9 i RECOMMENDED FOR PIPE SIZES �'-� c GREATER THAN 10" (250 mm). THE INVERT LOCATION IN COLUMN'B' C<y ARE THE HIGHEST POSSIBLE FOR THE PIPE SIZE. I SHEET NOTE: ALL DIMENSIONS ARE NOMINAL OF % O 3 a a a w 1 0 w a 0 h a ° Z ° w U d J 0 0 a w a I W 0 zW W 10 FD W Z 0 w 0 m z 0 COVER PIPE CONNECTION TO END CAP WITH ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE STORMTECH HIGHLY RECOMMENDS FLEXSTORM PURE INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES ELEVATED BYPASS MANIFOLD SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) CATCH BASIN OR MANHOLE MC-3500 CHAMB i 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PRE -CORED END CAP PART #: MC35001EPP24BC OR MC35001EPP24BW MC-3500 ISOLATOR ROW DETAIL ---ZONAL INSPECTION PORT 3500 END CAP ...ETICS 315WTM WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 8.25' (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS 4 WU � J w f- W Q U) U = o Q p w 0 Z � }Q Q cJn w UN 0 = J - 0 U Q 0 cn 0,_ ° o v J LU n C 00 a ca Q Q Cl d p u 3 0 J ~ U N x r o w H Q O W ¢ ° °0 INSPECTION 8L MAINTENANCE 12" (300 mm) MIN WIDTH w STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT o o 1 A. INSPECTION PORTS (IF PRESENT) CONCRETE COLLAR NOT REQUIRED G g a A.I. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN FOR UNPAVED APPLICATIONS 3 a N CONCRETE COLLAR Q s m W A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED > A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG 8" NYLOPLAST INSPECTION PORT o o PAVEMENT BODY (PART# 2708AG41PKIT) OR §_ z A.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) - o A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. �I TRAFFIC RATED BOX W/SOLID o S \\\ZZ,LOCKING COVER 4" (100 mm) B. ALL ISOLATOR ROWS SCHED 40 PVC L 0 B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW ° B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE CONCRETE SLAB 4" (100 mm) 4" (100 mm) ® 1 MIRRORS ON POLES OR CAMERAS MAYBE USED TO AVOID A CONFINED SPACE ENTRY 6" (150 mm) MIN THICKNESS SCHED 40 PVC 000 2 z SCHED 40 PVC ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE COUPLING z o B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. 6. < ° O w STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS STORMTECH CHAMBER 4" (100 mm) 0 A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED p -'o 8„ 'Da B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN SCHED 40 PVC > CO C,0 C. VACUUM STRUCTURE SUMP AS REQUIRED (200 mm) CORE 4.5" (114 mm) O ¢ _ STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. I HOLE IN CHAMBER w O o (4.5" HOLE SAW REQ'D) z STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. ¢ o w v - co = m NOTES K ANY VALLEY w 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS i LOCATIONlw a Z OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. NOTES: m 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. 1. INSPECTION PORTS MAYBE CONNECTED THROUGH ANY CHAMBER CONNECTION DETAIL CORRUGATION VALLEY. NTS o 2. ALL SCHEDULE 40 FITTINGS TO BE SOLVENT CEMENTED (4" PVC NOT PROVIDED BY ADS). o � a 4" PVC INSPECTION PORT DETAIL ~ NTS SHEET 5 OF 7 HP MANHOLE INSTALLATION FOR STORMTECH SYSTEMS w NTS ¢J i cn I W p co 1 U D NOTES: 1. FOR BURIAL DEPTHS GREATER THAN 15' (4.57 m), OR WHERE GROUNDWATER WILL BE ENCOUNTERED, CONTACT ADS Q 3 z ¢ o 0 ENGINEERING SERVICES. u:) Q w 2. AVOID CONSTRUCTION LOADING ON STRUCTURE PRIOR TO CONCRETE COLLAR INSTALLATION. o p V o ASPHALT OR TURF CONCRETE REDUCING RING (BY OTHERS) REINFORCING AS SPECIFIED BY DESIGN ENGINEER (2) CONCRETE COLLAR (BY OTHERS) REINFORCING AS SPECIFIED BY DESIGN ENGINEER (1) 15' (4.57 m) MAX WIDTH OF HDPE PIPE STUB SPECIFY DIAMETER, LOCATION, & CONNECTION TYPE 48" (1200 mm) ADS TRIPLE WALL POLYPROPYLENE RISER BEDDING THICKNESS MUST BE SPECIFIED BY DESIGN ENGINEER TO BE ADEQUATE SUPPORT FOR LOADING AND SOIL CONDITIONS, BUT NOT LESS THAN 6" (150 mm). BACKFILL SHALL BE WELL PLACED UNIFORMLY AROUND THE STRUCTURE AND INLET CONNECTIONS AND COMPACTED IN 8" (200 mm) MAX LIFTS. FILL MATERIAL SHALL BE CLASS I, PER ASTM D2321, WITHIN THE STORMTECH BED LIMITS AND MAY BE CLASS 1, II, OR III OUTSIDE THE BED. 2 U J U o U rn u� Q CO N o O W a L L o i 3 it O w lil -- LID & FRAME DESIGNED BY ENGINEER o I- O > FOR ANTICIPATED LOADS. FRAME TO BE o d SUPPORTED BY CONCRETE COLLAR. < w zF �z Z W WZ z Oa MIN. AS SPECIFIED BY OTHERS, BUT NOT LESS THAN 8" (200 mm) w m �a =� a r W >0 < Fa O Z z WO W LL a Y �U U Y = U � W ti z N a G z W< o a as MIN AS SPECIFIED S ° 0 a BY OTHERS, BUT NOT w LESS THAN 18" (450 mm) U w w °D no wW 'a rN' zo a a � a 0 a Wo s ^o T n W ��zae < m a LL 3 0 U n of CII U < az o< (TO r rV W - W �� ZN I� a00 I _ O ow, p or � aQ VARIES, 6" (150 mm) MIN m M o w L Zv Q N x _ UJ O °o � ?r Ow �- CLASS I BEDDING PER ASTM D2321, a J W F, MATERIAL SHALL BE WELL PLACED = m w UNIFORMLY BELOW THE STRUCTURE 00 a W0 aN w W m10 io of w z_ 3m z =i•✓t > a 7 SHEET OF I PERMIT NO. 19-100960-CO KTS APPROVED STORMTECH CHAMBER SYSTEM 8 DATE �. AR SNI�V,^ 7 Z V � 28977 GISTERti 'SIDNAL V ri O 00 Cu � M Cu (U > LnLn a .-1 N M C Cn U) C:) �r,�a' o N .emu .+-' O C:)3 M N N = ai �V)N aw 3 Q �L W •C7 O_ J uj O Cn co Q CO 'J �- o Q P N Q N Z R:: m uj W J uj Q J W uj uj U. Date: 05/24/2019 Job No.: 21647.00 Drawn By: EVW Checked by: LPD Revisions # Date Description ZL 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 A 6/12/2019 LAKEHAVEN RESUBMITTAL #2 6/21/2019 LU/PERMIT RESUBMITTAL #3 GRADING AND DRAINAGE DETAILS NO TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) SHALL BE ISSUED UNTIL ALL STORMWATER AND FRONTAGE IMPROVEMENTS ARE INSTALLED, INSPECTED AND APPROVED BT THE CITY OF FEDERAL WAY. 6 21/2019 LT4 MAT I ML STANDARD PLAN DRAWINGS PLAN ID TITLE LAST UPDATE PUBLIC MAIN PRIVATE SERVICE A-5 PAVEMENT REPAIR 09-95 X SP 17 WATER SERVICE CONNECTION (3", 4" & 6"), 2 PGS. 12-17 X B-18d STANDARD TRENCH - RIGID PIPE WATER MAIN 09-95 X X B-19a-R HYDRANT SETTING - TYPE A 03-94 X B-19b HYDRANT LOCATION IN CUT OR FILL - HYDRANT GUARD POST 03-94 X B-21 a-R PERMANENT BLOW -OFF ASSEMBLY (3" SIZE) 09-95 X B-21 c WATER VALVE BOX APPURTENANCES & PROTECTIVE PAD 03-94 X B-22a CONCRETE THRUST BLOCKING - HORIZONTAL & CONCAVE VERTICAL BENDS, 2 PGS. 09-95 X X TYP01 DOUBLE CHECK DETECTOR ASSY 03-17 X EXISTING STATIC PRESSURE (MAX/MIN FOR SITE ELEV) 44-35 PSI SYSTEM HEAD 537 / 517 (HIGH/LOW ELEV) PRESSURE ZONE 538 PZ SITE ELEV 435 FLOW PER LAKEHAVEN WATER AND SEWER 1800 GPM © 10 FPS AND 20 PSI DISTRICT WITH NEW 8" RESIDUAL LOOP AND TWO CONNECTIONS TO MAIN MINIMUM FIRE FLOW PER 1800 GPM SOUTH KING COUNTY FIRE MAX SPACING BETWEEN DEAD END: 450'-100'+ 50% = 525' HYDRANTS (PER IFC - LOOP: 450' + 50% = 675' APP C) LAKEHAVEN NOTES THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH LAKEHAVEN WATER AND SEWER DISTRICT 'WATER SYSTEM AND SEWER SYSTEM STANDARDS' APPROVED BY THE WASHINGTON STATE DEPARTMENT OF HEALTH ON JUNE 8, 1994 AND ANY ADDENDA THERETO. ACCEPTABLE CONSTRUCTION METHODS AND/OR RESTORATION REQUIREMENTS FOR WORK PERFORMED IN ROW ARE DEFINED BY THE CITY OF FEDERAL WAY AND MAY NOT BE SHOWN THE PLANS APPROVED FOR CONSTRUCTION. CONSULT WITH LAKEHAVEN'S PROJECT INSPECTOR AND ANY APPLICABLE ROW PERMIT FOR ACCEPTABLE CONSTRUCTION METHODS (OPEN TRENCH, BORE & CASE), DIRECTIONAL DRILL, ETC). AND EXTENT OF ASPHALT OVERLAY &/OR OTHER RESTORATION REQUIREMENT FOR WORK IN ROW. SEPARATE WATER SERVICE CONNECTION APPLICATION REQUIRED TO BE SUBMITTED TO LWSD FOR METER INSTALLATION & FULL SERVICE ACTIVATION 010Twal2lC01� 1. SURFACE UTILITY FACILITIES ARE SHOWN HEREON PER FIELD LOCATED VISIBLE EVIDENCE. THERE MAY BE UTILITIES THAT EXIST ON THIS SITE OTHER THAN THOSE GRAPHICALLY DEPICTED HEREON. 2. UNDERGROUND (BURIED) UTILITIES SHOWN HEREON ARE BASED ON COMBINATIONS OF VISIBLE SURFACE EVIDENCE, UTILITY LOCATOR MARKINGS AND RECORD DATA (SUCH AS AS -BUILT OR UTILITY DESIGN DRAWINGS). ALL UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE AND, IN SOME CASES, ARE SHOWN AS STRAIGHT LINES BETWEEN FIELD LOCATED SURFACE UTILITY FACILITIES. UNDERGROUND UTILITIES MAY HAVE BENDS, CURVES OR CONNECTIONS WHICH ARE NOT SHOWN. 3. ALL LOCATIONS OF EXISTING UTILITIES AND FEATURES SHOWN ON THESE PLANS HAVE BEEN DERIVED FROM FIELD SURVEY BY AHBL, MAY 2018 AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT COMPLETE. ADDITIONAL SURFACE FEATURES AND IMPROVEMENTS BEYOND THOSE INDICATED ARE PRESENT AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL EXISTING INFORMATION AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES AND SURFACE FEATURES NOT SHOWN HEREIN WITH MAY BE AFFECTED BY THE IMPLEMENTATION OF THESE PLANS. 4. ALTHOUGH LOCATIONS OF UNDERGROUND UTILITIES BASED ON UTILITY LOCATOR MARKINGS AND RECORD DATA (SUCH AS AS -BUILT OR UTILITY DESIGN DRAWINGS) ARE DEEMED RELIABLE, AHBL, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF SAID DATA. 5. CALL 1-800-424-5555 BEFORE ANY CONSTRUCTION. GENERAL WATER MAIN NOTES 1. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES THAT MAY BE AFFECTED BY THIS WORK AND SHALL NOTIFY APPROPRIATE UTILITY COMPANIES TO FIELD -LOCATE THEIR FACILITIES BEFORE STARTING ANY EXACVATION, IN ACCORDANCE WITH RCW 19.122. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO UNDERSTAND, COORDINATE, AND SCHEDULE SEQUENCED PHASING OF CONSTRUCTION AND SEQUENTIAL OCCUPANCY BY THE OWNER WITH THE SCHEDULE AND INTENT INDICATED THROUGHOUT THE DOCUMENTS. KEY PLAN C-301 I i i C-302 I C-303 I i i C-304 � PROJECT DATA PROJECT ADDRESS: OWNER: JURISDICTION: FIRE PROTECTION AUTHORITY: ZONING: LOT SIZE: TAX I.D. NO.: WATER SYSTEM SUMMARY 1 2. 3 625S314THST FEDERAL WAY, WA 98003 FEDERAL WAY PUBLIC SCHOOLS LAKEHAVEN WATER AND SEWER DISTRICT SOUTH KING FIRE & RESCUE RS 7.2 8.34 ACRES 0821049035 WATER (DOMESTIC SYSTEM): A. 3" REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA) REQUIRED FOR THE DOMESTIC WATER SYSTEM PER LWSD W.3.1(4)-B DUE TO DOMESTIC BOOSTER PUMP LOCATED INSIDE. RPBA LOCATED OUTSIDE AND ABOVE -GRADE. B. 3" METER LOCATED IN BELOW GROUND VAULT. C. PEAK ESTIMATED WATER FLOW = 115 GPM D. BOOSTER PUMP REQUIRED TO INCREASE PRESSURE; INSTALLED IN BOILER ROOM. SEE MECHANICAL PLANS. WHERE A BOOSTER PUMP IS INSTALLED, A LOW-PRESSURE SERVICE AGREEMENT WILL BE REQUIRED TO BE EXECUTED BETWEEN FWPS AND LWSD. FIRE SYSTEM A. THE FDC IS WALL MOUNTED AND LOCATED AS SHOWN ON THE PLANS. B. BOOSTER PUMP REQUIRED TO INCREASE PRESSURE. THE PUMP WILL BE LOCATED INSIDE THE BUILDING. C. 6" BACKFLOW PREVENTION/DETECTION REQUIRED PER LWSD W.3.1(4), LOCATED OUTSIDE. ISOLATION DEVICE IS ABOVEGROUND, REDUCED PRESSURE WITH PIV.. D. FLOW-DETECTION/TATTLE-TALE METER IS REQUIRED FOR ALL FIRE -PROTECTION SERVICES 3" & LARGER. IRRIGATION SYSTEM A. SEPARATE IRRIGATION METER REQUIRED. 1.5" METER B. PEAK ESTIMATED IRRIGATION FLOW = 52 GPM C. BACKFLOW PREVENTION REQUIRED PER LWSD W3.1(5). D. BOOSTER PUMP PROPOSED TO INCREASE PRESSURE. VERTICAL DATUM NGVD 29 FEDERAL WAY VERTICAL BENCHMARK 2200-01 MONUMENT IN CASE AT INTERSECTION OF 1ST AVE S & S 312TH ST. PUBLISHED ELEVATION: 357.20' NO TEMPORARY CERTIFICATE OF OCCUPANCY CERTIFICATE OF OCCUPANCY (CO) SHALL BE STORMWATER AND FRONTAGE IMPROVEMENTS INSPECTED AND APPROVED BT THE CITY OF (TCO) OR ISSUED UNTIL ALL ARE INSTALLED, VICINITY MAP LEGAL DESCRIPTION PER CHICAGO TITLE INSURANCE COMPANY ORDER NO. 0119604-TC DATED MARCH 15, 2018 L R-EHAiN'E?ti W--kTER A,i17) SEWER DISTRICT WaterPlan Sewer p h Dated APPR4N-ED FOR -C(t);fw ST�R�C'�'TIO S� �:i.�y..a[ T TO +v. H.- N T,S _S OTED The District's review is not a confirmation ofany dimension or quantities shown in the plans and �will not relieve the Developer or Eu�ineer from resparasibility far g�lan exrors_ �o €ha��ges shall be male to the plans except 1vith the-onsent of the District. Development EngiHeering 31aRager Date The District's approval of this construction plan %N ill expire: one (1) year from the elate of plan approval if constmction has, not commenced by stich cLate, or two (2) years from the date of plan approval if construction. has. conunenced. NOT TO SCALE THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 8, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT PORTION THEREOF FOR COUNTY ROAD KNOWN AS 8TH AVE S. EXCEPT THE WEST 30 FEET; EXCEPT THE NORTH 30 FEET; EXCEPT THE SOUTH 30 FEET. BASIS OF BEARING WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE CITY OF FEDERAL WAY HORIZONTAL CONTROL HOLDING COUNTY MONUMENT NUMBERS 101 AND 114. POINT NO.101 N=118543.73 E=1270807.93 AT THE INTERSECTION OF SW 320TH ST W/ 8TH AVE S POINT NO.114 N=121233.37 E=1268065.08 AT THE INTERSECTION OF 1ST AVE S W/ S 312TH ST. HELD A LINE BETWEEN FOUND MONUMENTS AT THE INTERSECTIONS OF 1ST AVE S WITH S 312TH ST AND 1ST AVE S AND S 320TH ST. SAID LINE BEARS NORTH 01°04'42" EAST. SHEET LIST TABLE SHT NO DESCRIPTION C-300A WATER COVER SHEET C-300 WATER OVERALL C-301 WATER C-302 WATER C-303 WATER C-304 WATER C-305 WATER DETAILS C-306 WATER SECTIONS Know what's below. Call two business days before you dig. SEE C-6XX SERIES PLANS FOR UTILITY CROSSING INFORMATION j 131. M u' LO i N Ln a CDo M .- � CD N �cnin a Q 01 C L LWSD #6318021 0 0 U U j 0 W r M O O I-- 00 M o Q � N _J _ W o LLJ ` JI LLL. j UJI Date: Job No.: Drawn By: Checked by: 05/24/2019 21647.00 EVW LPD Revisions # Date Description Z, 5/24/2019 BLDG PERMIT SET RESUBMITTAL #2 6/12/2019 LAKEHAVEN RESUBMITTAL #2 6 6/21/2019 LU/PERMIT RESUBMITTAL #3 WATER COVER SHEET FEDERAL WAY. LAND USE/PERMIT SUBMITTAL - RESUBMITTAL #3 06/21/2019 Cm300A