The URL can be used to link to this page

19-102839 PLANSEXISTING BUILDING �..1 mail C7 v 4330 N Lexington St Tacoma, WA 9840 7 location u 455E St Helens Ave Tacoma WA 98402 EXISTING VEGETATION TO REMAIN (TYP.)WJ tt, :, r, .. � .. , r __ < i t r tr r J. l� tir.rl ,• . , t.253.272.4848 i , ^ r , : s t: f Matchline . / /�. � ;%; ;:, . :__;__ . -=--t� r7 t•r! :/< f cr, 253.276 .0132 f j/ / i ' ' ; ,. -_. , _ www.bradtree.com , _ , r .., � , _..�_ _._.- a .com w t,r: ..r __ \. / q ; n L=1 t , . , .. , � r r .. :\ .. foCbradtreSee Sheet e com r„ ; / r < b , LANDSCAPE B UNDARY DROUGHT TOLERANTO - a ♦ a. i Lw DROUGHT TOLERANT LANDSCAPE AREA 60 /o OF V1._ ^ TOTAL LANDSCAPE AREA •�.. :9' / _,, _ F . - '•, / ' ; ," / / F.' , .. f . TOTAL PROPOSED LANDSCAPE AREA = 2,163 sf / ; / - .° / .,< - �. a ;` t' ` � / -`�l 19.125.040 (22): BUILDING \, \` ' ' DROUGHT TOLERANT LANDSCAPE AREA = 2,163 sf u, .\ .� . _:-.•, j FACADE LANDSCAPING (2,163 sf / 2,163 sf — 100 /° �../ / / ,�'/:~ _ _ / ..... ; \ STATE O WASHINGTON REGISTERED PLANT QUANTITIES: a __ <, ' .._`.� 4.... � ,.\ � LANDSCAPE ... CHITEC NT SPECIES COMPRISE ±70% << / ! ; . _. ,.. .. .... :> - , DROUGHT TOLERANT ., r, : ; / -,•J -,, , �_, EXISTING OFF SITE TTT., / ��.. __.... CONIFER TREE TYP.:. OF TOTAL PLANT QUANTITIES ( } : 1 EXISTING VEGETATION f • i� / % d T p=_ EXISTING VEGETAT N a.5 „ j / TO REMAIN (TYP.) r.r..,_- �__. J ;' �:�' ,, �, 1 O 4 /" ;' ; . ° r . TO REMAIN ( _ , Y 0/ i J r / ,a j EXISTING ROWEUTION • t TURF TO REM IN T1'P. Jli , t I IN z • PROPOSED�(` / , EXISTING BUILDINGBUILDING. , r ' - EXISTING VEGETATION ' TO REMAIN (TYP.) % r r, • i rl F . 85 S , 212 SF ro O -� -_ 88SFI /• I e i , t 1 i I J'. / Q i -.__. FACADELANDSCAPING ,..: l r , t „ ; , Y, EXISTING CONIFER LLJ , JJ Al ,J a' _ I ` :< .'-- - _. ---- :u ...; , 19.125.070& �\ TR EE TO REMAIN (TYP.) .t.163 SG LOT ISLAND I.SOLID SCREE TRASH Z wCONTAIN � LANDSCAPING - TYPE IVENCLOSUREs�REE � I „ • r • r - (r r/ r .25 OVERHANG �i. VEHICULAR I DO .JOT , w 3 EXCEEDAPFNG ` 3 r - S L I J .T. .... f ;Y soar w. 222 SF ti t _ , z CC 1. r , t r JJ 14 F _ - -. , 5S � 19.125.040 (22): BUILDING 91� STING DECIDUOUS — r \ r 19 125 070 (2) & (3): EXISTING FA ANDS FACADE L ! N TREE TO REM ( ''. _ A ION rJ - � � GAPING EXISTING VEGETATION PARKING LOT l IS)_A D � TR IN TYP.),. TO REMAIN TYP, LANDSCAPING —DTP" Q � (TYP.) � � ' if •�p ifs.. - - , • , rr `v `v A _ vv , f / ............ X \\l { V 1 \ V • r je er if , ' 0i 1-0 r' v Al mm , tl: . „ :, W , ,✓� EXISTING VEGETATION TO REMAIN (TYP.) 1` • i 1 ire l it ri ' r/ Je 1.: J ; ;r f ' ,, 17 \ I! ' t ^J t ,Q " b S u� -�`� Q 64,c , I u. rc Ste` SCALE: 1 "=20'-0" 0 10, 20' 40' REVISION No. Date By Scale 1=20'0 Designer YSL Sheet No. L-2 Project Manager MFW Principal ' KBR of 3 Sheets Date q5 Nov o18 Phase DID z �7-�� =`_~~ D G z' Lu {�` mail 4330 N Lexington St u Tacoma, WA 98407 location U 4SSB St Helens Ave < Tacoma, WA 98402 '' �� . �' 00 ��`� / - ^ / / STATE OF WASHINGTON REGISTERED LANDSGA7PECHITECT cA r t N,J� XISTING V GETATION,TO REMAIN NX � / - � EXISTING ROW VEGETATION .. TO-REMAIN�..`. EXISTING DECIDUOUS TREE TOREMAIN (7YP.) � 1 1MI NJ | � i 00 ru - rK3 0 —J 0�� UU U �O UJ 0 Dwo, m�~. �� u- 0 TREE �A|N(Tl�P.) ��- u �� | TATION fit H, EXISTING BUILDING XX QJ EXISTING VEGETATION TO REMAIN � / ��w��^��»��« ��U��v�� ° See Sheet L=2 DROUGHT TOLERANT LANDSCAPE BOUNDARY � ' ' DROUGHT TOLERANT LANDSCAPE AREA 00Y6OF ' TOTAL LANDSCAPE AREA / TOTAL PROPOSED LANDSCAPE AREA =2'103af f DROUGHT TOLERANT LANDSCAPE AREA =3'1O3of /FACADE LANDSCAPING (2,1G3of/2.183nf= 1UOY6) '� __ ^ lly \N PLANT QUANTITIES: / / DROUGHT TOLERANT SPE�E8COMPR�E±7O% Y � C)FTOTAL PLANT QUANTITIES EXISTING VEGETATION Z TO REMANO`/P\ ��'—BNSTNG — | ` ` y . ' |U REMAIN Pj 7^` { — _ / ' ^ | CL Ln 00 REVISION EXISTING OFF -SITE B y CONIFER TREE (TYP.), Designer r Project 'Man of Sheets � � CHRIST'S CHURCH MULTI -PURPOSE BUILDING A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC.05, TWN, 21 N., RGE. 04 E. W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON. BUILDING DATA EXISTING BUILDINGS BUILDINGS UPON PROJECT COMPLETION AREA CONSTRUCTION AREA CONSTRUCTION BUILDING (S.F.) TYPE PER IBC SPRINKLED BUILDING (S.F.) TYPE PER IBC SPRINKLED A 16,222 V-A YESA 16,222 V-A YES BUILDINGS C D, AND E TO BE REMOVED AICIAl9,670 RAI 11 ,-1 n^ MX V-A NO if-ri^K1r C 7,860* V-A NO Level 1 4,056 Level 3,750 D 1,084 V-A NO E 1792 V-A NO * PER KING COUNTY ASSESSOR I 2" 411 NOTE 1. DI THICKNESS ,-'-�PAVEM NOT TO SCALE 0000. j kpp o. / i F U, r 8"531 f 2" HOT MIX ASPHALT (HMA), CLASS :;RUSHED SURFACING BASE ,; !". .,OURSE, WSDOT9-03.9(3) / ,'' ��"-.�-'` %/ �XpQ 'i XZ� �� /'''r 1\LIVIV VL VIYVVI I/-IIJLL MATERIAL AND COMPACT f J SUBRADE TO 95% MDD. ENT SECTION BUILDING'A' j// DOOR i ( ,� v � � � l ��` �` -�- _ . j �r � � �_r'I � : �rF T F '� I ei • , rt F r� , 1 k � �a d COVERED =18 �f L 548 28 09 DOOR ��f •t / Q /r;;0 IN Ero 4L € ti �i -E) zl� 61 f MULT URP E =---- 61 - d 1 1 ° I-8-U1LD.IN .1 ' - BUILDING 'B' {£.:rv.x.D• ti ad � \ k .� -DOOR _BSMT. � Z0611R r 1 61, 5' CONCRETE WALKWAY (TYP) t •rzrv-e / a� ' 1 t i � ' � j -- — --„ems 1 ,• ._ 1 ° F BSMT. DOOR DOOR I I r �cam { '' f � 26, : _ I I EXTRUDED CURB G ":X 20' --. N89' 03 20 W �� 5 d� BEGIN STATIONING PROPOSED DUMPSTE OCATION t� �,, ��Q N 125124.72854' RETAINING WALL W IY` . Q \" IFC COMPLIANT HAMMERHEAD E 1271366.1298 1� \ TURNAROUND Q Know what's below. Cali before you dig. DATE: November 28, 2018 FILENAME: Q:\2018\2180539\10_CIV\CAD\ Land Use Review\2180539-SH-CNTRL.dwg GRAPHIC SCALE 0 15 30 60 1" = 30 FEET LEGEND ASPHALT PAVIN - STANDARD DUTY 'q C-300 CEMENT CONCRETE WALK d A' d LANDSCAPING —x—x x x—x— CHAINLINK FENC _ — PROPERTY / RIGHT-OF-WAY LINE CENTERLINE BUILDING OUTLINE KEY NOTES OMATCH EXISTING ASPHALT. SEAL JOINT WITH ASPHALT EMULSION PER WSDOT STANDARD SPECIFICATION -02.1(6). aMATCH EXISTING CURB AND GUTTER. O 4" PAINTED SINGLE WHITE SOLID LINE PER WSDOT STANDARD SPECIFICATION 9-34.2 OADA PAVEMENT MARKING PER WSDOT STANDARD PLAN ,M-24.60-04. OBLACK VINYL COATED 6FT HIGH CHAIN LI K FENCE PER WSDOT STANDARD PLAN L-20.10-03 IIIIIII - TACOMA TTLE SPOKANE • TRI-CITIES 2215 North 3 h1 treet, Suite 300, Tacoma, WA 98403 253.383.2422 L! 253.383.2572 FAY www nhhl rnm wGR Project Ti I CHRI 'S CHURCH MU11ILDING -PURPOSE Client:CH �IT'S CHURCH 941 S I J DASH POINT ROAD FECEF L WAY, WA 98003 C HOOVER 180539.10 LANEI SE REVIEW N MBER 28, 2018 §T_ MOP OV WAS,& 46416w� ISTER� SIGNAL i� Alowz~ NOTICE ALIERA THIS MaA1 T SHALL NYALOA7E 7HI: SEAL AND S W7UW- PU3 O710N OF THIS GOES NOT DM UIE FROM RESSM N IT. 7HIS DOOLW9 IS FOR USE AM1§ BE USED R. MUM AMMON 10 T PRO&a OR FOR ANY OM PMWCT. 2 1 Revisions: Sheet Title: H I IZONTAL CO I ROL AND SUR CING PLAN Designed bv: raven b Checked by: AJB ML TCS Sheet No. 300 4 11 Sheets CHRIST'S CHURCH MULTI -PURPOSE BUILDING A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC.05, TWN, 21 N., RGE. 04 E. W.M. CITY OF FEDERAL WAY, KING COUNTY, WASH 114GTON . r-- rr, _ r CURVE AHEAD LQ oA / r f, r TL' CATION /AU LT � � LIGHT AHEAD ('1 r r - �~ ✓ r STOP AF)-W, r' / r� fHUR; J✓ / t '' J SIGN LOCATION OF "N" PHOTOS 1 ri / / r ' 1 B . #1 C8 4 \ rNAIL AND WASHER / r�r _ , �' - , N� 55 5 / - r' . % .._ R.1 -71886.56 79 / _ I ELEVt 441.19 r� � E I XWAL f d A7EA t �3 Z. �-� � ' ��FF `Fi Ufa '' F• � .. - - �� ✓` - .,d' .tfrt 8" P'YC AHDL i ate., - i ..,..�'� F FF tat d3� 3 NAIL AND ASHE'R 1° 1 w�; EXISTING SANCTUARY `.` �r_1t 12 r 1501.7106 // � / �C l �F � 1 �� g ,,� � g 4. s3s• 3 9 " A=39-50'23" r, r V ' \ STET j R=788.51'' L=548.28' M M IYl 1- 3„ i / �•`' r F �F �I.. ; ^ APN 0521049024 FEDERAL WAY j \ , \ o '� PUBLIC SCHOOL } _ -4—mob f r _ C j 36,29/ r BOULDERS .f4fi EXISTING PROPOSED Z BRADLEY DESIGN GROUP MULTIPURPOSE MULTIPURPOSE Y•. 4330 NORTH LEXINGTON STREET BUILDING S TACOMA, WA 98407 /> g BUILDING , > PH. (253) 272-4848 r u .a-� ' ea ;,_ CONTACT: KATHLEEN BRADLEY READER ARCHITECT f.J f CONT� IE',R � f , THE KEIMIG ASSOCIATES p , 307 D STREET SE ., > i l� LC3ia1#kf _. J a i ! ` AUBURN, WA 98002 f u C�=I 1 # (� ,� �� ,,,� � ,X. 1 � !� � � �� PH. (253) 939-3232 r 8>s R �_ FAX. (253) 735-1309 v d > x CL f off' i� APN 0521049142 �b APN 5153900130 N89• 0 20 W jt "` �' � � _ REGITZ a0 I MALE A5153900120 APN 5153900110 APN 5153 0080 ��0 KESL 1Q1� �� GRENG T IH4 PROP Y / O �O ' %(� l / I BORROWER L LOCATION OF "SE" PHOTOS � S �`�� LOCATION OF " SW PHOTOS LEGAL DESCRIPTION A PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 21 NORTH, RANGE 4 EAST OF THE WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, THENCE SOUTH 89053'59" WEST 210.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 00005'23" EAST TO THE SOUTHEASTERLY MARGIN OF MALTBY ROAD (SOUTH DASH POINT ROAD) THENCE SOUTHWESTERLY ALONG SAID SOUTHEASTERLY MARGIN TO THE SOUTH LINE OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE EASTERLY ALONG SAID SOUTH LINE TO THE TRUE POINT OF BEGINNING. NO TITLE REPORT PROVIDED FOR THIS SURVEY 4 ® BOUNDARY IS SHOWN PER ASSESSORS RECORDS THIS SURVEY DOES NOT PURPORT TO SHOW ANY EASEMENTS OF RECORD Know what's below. Call before you dig. DATE: November 28, 2018 FILENAME: Q:\2018\2180539\10—CIV\CAD\—Land Use Review\2180539-SH-COVR.dwg VERTICAL DATUM NGVD 29 CITY OF FEDERAL WAY VERTICAL BENCHMARK FW118 BRASS DISK AT INTX OF S 298TH ST AND 8TH AVE S ELEV:336.30 BASIS OF BEARING NAD 83/91 CITY OF FEDERAL WAY CONTROL POINTS FW118 AND FW115 FW115-BRASS DISK IN CASE AT INTX OF SW 292ND ST AND 2ND AVE SW FW118-BRASS DISK IN CASE AT INTX OF S 298TH ST AND 8TH AVE S A LINE BETWEEN THE FOUND MONUMENTS BEARS N53° 24' 07"W GRAPHIC SCALE 0 20 40 80 1" = 40 FEET OWNER/DEVELOPER CHRIST'S CHURCH AT FEDERAL WAY 941 SOUTH DASH POINT ROAD FEDERAL WAY, WA 98003 SURVEYOR AHBL ENGINEERS, PLANNERS, & SURVEYORS 2215 NORTH 30TH STREET, SUITE 300 TACOMA, WA 98403 PH. (253) 383-2422 FAX (253) 383-2572 CONTACT: DAVE FOLLANSBEE, PLS CIVIL ENGINEER AHBL ENGINEERS, PLANNERS, & SURVEYORS 2215 NORTH 30TH STREET, SUITE 300 TACOMA, WA 98403 PH. (253) 383-2422 FAX (253) 383-2572 CONTACT: TODD SAWIN, P.E. STRUCTURAL AHBL ENGINEERS, PLANNERS, & SURVEYORS 2215 NORTH 30TH STREET, SUITE 300 TACOMA, WA 98403 PH. (253) 383-2422 FAX (253) 383-2572 CONTACT: KEN LELAND, P.E. LANDSCAPE PROJECT LOCATION 941 SOUTH DASH POINT ROAD FEDERAL WAY, WA 98003 PARCEL NUMBER 0521049092 161,170 SF (3.70 AC) VICINITY MAP NOT TO SCALE d�_, EXISTING LEGEND FOUND MONUMENT SET NAIL AND WASHER 0 BOLLARD MAIL BOX SIGN 0 SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE STORM CLEANOUT STORM CATCH BASIN 01 STORM MANHOLE YARD DRAIN ROOF DRAIN GAS METER GAS VALVE - POWER TRANSFORMER GUY ANCHOR UTILITY POWER POLE Ia JUNCTION BOX POWER METER - POWER VAULT LUMINAIRE TELEPHONE RISER TELEPHONE VAULT FIRE DEPARTMENT CONNECTION FIRE HYDRANT HOSE BIB IRRIGATION CONTROL VALVE WATER METER WATER VALVE WATER VAULT C-CEDAR, F-FIR P-PINE, RW-REDWOOD C-CHERRY, M-MAPLE P-PLUM, U-UNKNOWN — — — — D STORM LINE — — S SEWER LINE — — \N WATER LINE — — _ — G GAS LINE — —' — P ELECTRICAL LINE ----T COMMUNICATION LINE — — — '-' OHP — OVERHEAD UTILITIES —x—x —x— FENCE ASPHALT ' r •.• 1*1 „; : " CONCRETE Sheet List Table Sheet Number I Sheet Title C-100 COVER SHEET C-200 TESC AND ',DEMOLITION PLAN C-201 TESC NOTES AND DETAILS C-300 HORIZONTAL CONTROL AND SURFACING PLAN C-400 GRADING AND STORM DRAINAGE PLAN C-401 STORM DRAINAGE NOTES AND DETAILS C-402 STORM DR INAGE NOTES AND DETAILS C-500 SANITARY EWER PLANS C-501 SANITARY SEWER NOTES AND DETAILS C-600 WATER PLANS C-601 WATER NOTES AND DETAILS TACOMA 2215 North 253.383.242 dIkATTLE 0 T i • SPOKANE • TRI-CITIES Street, Suite 300, Tacoma, WA 98403 253.383.2572 FAx www.ahbl.com WEB Pro'ect CH T'S CHURCH MU 1. I -PURPOSE ILDING Client: C T'S CHURCH 941 S H DASH POINT ROAD FE L WAY, WA 98003 AC HOOVER 2180539.10 LANOPSE REVIEW BER 28, 2018 .. pY WAS,& �4G46416 ISTt'? 9 SIGNAL�� 11.4" rgI►I NOTICE AL THS DOQIIENT SHALL NVALAATE THE SEAL AND SIGNATURE. PUBLICATION OF TM GOES NOT OFRO"ATE FROM RESEM ONLY N IT 1HS OOLIIFEM IS FOR USE PROTECT EEFIIIFED N THE MM BLM AM BE USED FOR FeAR REYLOEL OR T PROTECT OR FOR ANY OM PROTECT. Revisions: Sheet Title: CO Designed by: AJB Sheet No. R SHEET 'awn bv: Checked by - IL TCS 1 S, 1 EREVISIONS a N (EXISTING GRADE. y 442.58 — ABOVE AVERAGE BUILDING ELEVATION ELEVATION AVERAGE HEIGHT NORTH l 2$ -S + 33 -2 ) / I. = 30 -ll WEST l 33'-2' + 2V-0' ) / 2 = 31'-1' SOUTH l 32'-0' + 32'-0' ) / 2 = 32'-0' EAST l 2V-0' + 25'-6' ) / 2 = 28'-10' TOTAL = 122'-10' AVERAGE IBUIl.DNG ELEVATION = (122'-10') / 4 FWRC W00.050 CHURCHES RS ZONE SPECIAL REGULATIONS 5. Architectural extensions of flat rooflines such as parapets and t articulated cornices may exceed the 30-ft. base height limit by three ft. (6. Maximum height of any portion of the principal structure may be increased from 30 ft. to 40 ft., if all of the following are met: a. The additional height is necessary to accommodate the �✓ particular use conducted in the building, and pN) b. Each required yard abutting the structure is increased one ft. for each one ft, the structure exceeds 30 ft., and block views designated by �Z58 EX15TING GRADE SCALE- - - - 1/89■ 1'-0• NEW CONSTRICTION EXISTING 5UILDING CMU VENEER TO _ ` MATCH EX15TING3 - --U Ui — : y - ,W . F15ERGLA55 REINFORCE __._.__-- ___.____._ �- ' . - - _._ - ------- EXISTING i EXISTING EXISTINCs GRADE ', Ffl EXISTNCs c:RA EHALLWAY AUDITORIUM CsYMNA5IUM FINISH FLOOR \, � �' , - (Main Sanct Uary F.F.)440.00 \',/\ % — W LOWER LEVEL FINISH 1=LOOR _ — _ _ — _ — _ _ — — __ — \` \` \` \\� \f 428.58 EAST ELEVATION SCALE$ 1/8•- f-0• 0 CD OU 0) 7D Q ,J ) r� W t U 0 D 0 C U 0 0mob cf Cl) cc z LLI w °0 r� , z c� v x awe z W N _T Z N M O N M C� o; W Z 0' I— LO N N N W Q LLJ W Z O Nz a m M Q �� G t�� V V O P ARCHITECTS PLANNERS JOB NUMBER 18-16 DATE 11-19-I5 SHT A-3.1 5 of 5 ,; z•1A-71 PM. Oce PlotWave 3GO - WPD2 CMU CAP CMU TO MATCH BUILDING SIDE ELEVATION GAVANIZED POLE WITH CMt �.556HOOL ZONE tLp uj� CURVE AHEAD GALVANIZED CHAIN LINK 'l / GATE WITH TENSION ROD TAINT �[1 � ,l � \` •n �� ,/ / / O f � . 'LIGHT AHEAD 1` SD / / STOP `E�i \`. STOP, � 10" \ / PAfZK / x 4 Y SLATS, YIN L 8OPENING S'-8' BROWN CIH�URCH REAR ELEVATION FRONT ELEVATION -A �/ / ,. / // AHrL #108 Ole/ ��/ "`�� - NA L AND WASHER BAGE ENCLOSURE O N:125524.9557 GAR"' 9 <//� / E:271886.5679 ,0 E V:441.19 SCALE, l I �2018\18-16 Christ's Church\Church Site Plan 110818.dwg, 11/29/2018 3:32:17 PM, Oce PlotWave 300 - WPD2 mppm s � ' WATER VAULT ♦ _ • TE SEE CIVIL DRAWINGS FOR UTILITIES LOCATIONS .; - r ENGINEERING IMPROVEMENTS it �j NAIL • WASHER • / BUILDING 0 T, • •. /,� Jf ! %a • 1 ,� • � LL .76 ..tar o.w°�"..o@tis°s°. •iw•w°r•�;. 4 LIP, •i♦♦O STREET / ' : i � h�i�i�ti:�ii°ii•J� .w ��y hte �•�1R`4?•t��•Q _ �� ♦ • • /.+w.♦�i±ii°i-i44L0♦ii-��is••i4�y%♦J•♦�s•°y�6�wr♦iw°�':.iQ�iO.y�°��w�♦�•♦•♦•♦� y, • • ! ! • • ! • : i•i°i4-i-iO�i°i•i4°iiii°i-i-:•:♦�°♦°i%Oij:�i°i:�: •�'.'�': 4'+•°ii°Ji-i-i°i°i°ii0'fit♦�� - •• ! i ♦�>•♦♦♦♦♦♦-♦•w ♦♦.♦ww�w•�w•♦•♦♦.i. °i♦-i O ♦ ♦.�. �. w .4`'••�•� iiiwiiiii°iwi•i i°i �i rPUBLIC SCHOOL, � j-'1�°.��♦AO �` i • i '��.%. ♦,♦ ♦J�1<oys4,. ��yr�.�<.-i�w'r.l-':.♦°-.�.°�ii%-0♦i��i!°♦ii�iii�p>i -°m-•°i♦•-i :i'i<i i-♦•y�y❖0♦wi♦tRtfwiitK wOiii .i�i•mi4. ia i V°E��°w•s°°i••w%iiw•°•i•�'�♦•wJ�♦O�••O••ii:i ii,J4w�i♦: i°i°•iii-•i♦i��:,ii�rw°1ii4ii-i w°>♦'o w°Q♦°> .♦Liw. Ri� � 1� • r -�.•� • raa<♦+-'1°.;i..4�°��♦pii°•4'i•:::•ii+Gy:°i i ii i-ii°ii°iiiwi i i ii J< ��'�� J �t • ♦ ♦ . _ _ • Q •♦ ♦♦ ♦ Q•♦♦♦♦H♦ ♦w••♦•♦♦♦♦♦•♦♦. .``.`�.•%i°itAi� �:-iii♦i°i-i-i• Di°i�♦Oi'9♦4T°♦w♦•♦♦♦♦♦°♦•♦♦ww•••w•°♦ww♦.o ow.� • • � -. ♦c.l • •♦♦ ♦�G♦ttt•♦♦•♦ ♦ ♦ ° ♦♦♦ ♦♦♦♦ ♦••♦•♦t♦♦♦♦♦♦♦ ♦♦♦i r . a♦ . > ♦ 0w.•.LO•♦-i0°°�Q°°ti°i P0y06t♦i °°°i0°4•i°iiiiw°itw•i♦i�w•i wOOii0 '/,•iwi-i°i:1 i�.9y p• •:.i: Ji°s°•w�w°ii°ii•C �.9��0-i°ii°ii°iwi°i°i-♦-a°i-i:: : :♦ J� � .�Oi-w �. O / � °d2:-i ♦•i: i w`i i w•4••w/s��°•�♦O�°°a�'♦w0°•iii°i°i•O♦°Oii°iii°i°i° • O • �❖ r°`°•1°ii : � iI '� °••°• ' i •••i ••�"i° ♦♦�t�w03i♦•♦+atiwi♦O♦-.♦♦♦.♦♦♦♦♦♦iiiwi°i°iii4•i 0 ° •♦w�i°tea♦♦.. / - O�EX15TING 5ACAJl -• s- ••i •i°is�it•j♦i•♦°1�,�y°i��♦�♦�♦♦�♦��<t•♦'�'/i ♦�a. ♦°i-ii w•i°<♦♦•�y♦�w•1r�° �� O �, .� t� MIDDLE II . -- r / ..♦ O •♦° °i°i°On S fi ♦• s i ,.♦♦♦. t .•i< ♦ ►° ° V �♦°iii w°f ♦•i°i ♦♦ii ♦+i _ ♦ - •iii�0-wF '°° ♦ �w<♦O<O♦LJ w•i<..�♦♦.�w°♦°i°iii�.� Pi .•i�J: • ,� j J•; !: �d❖••°.�i� p°••Ow°w0♦i-ir-:0♦•i°i•.Ow.000i♦p♦pp♦♦♦♦♦♦.♦� r �.�:: • Pw ��. - � � • — ♦ � • i ..= ^- ,. . °> www'.00.°��i�w�0♦�.�.�w♦Oi°Oi-i°ii°♦♦♦• °i'i-:♦i-I neitwj° • ). � �I ! ♦ y i-� �4` �� • wo w • hs•.±tNi♦7i!i!!i�°i°♦-i-♦ice-�Oi♦ii'i•:% g i': • • �• , ' ! pt ' ° ♦�.r -♦ �� 4� ~+�+40•••i° O Ja°O � ♦<. ettt!1♦Q.R♦f1f�w-i�♦:L°i. • •'♦ - J i':Qq , ♦ 4•r`�a� �,��w 'p ♦'.�. w J.w°° �ii°i-ii°�'R�♦♦°i°-� �'ii 00ii iii•:' �J, i :00 � . ♦•.•♦ s• ��••�f�O, O�� ♦ wP• ♦♦O♦••§♦<'ge°Z° +°i0i-i-i••:'O••••i i�'•••••O ' i `-•° .. ♦S G•+>�♦•♦� ••'rvl 4 Cri.�!w♦♦♦♦♦°w•o• Di°i-i'O O:'.•♦•O:❖:•O. BUILDING _ .�. ♦ >i •-i P♦ ♦ �°.♦MwwOw°w°♦. ♦°ii w°*°°° st4°Y°w♦•♦ ..pf•♦t:i♦+♦♦♦♦♦♦• w::•i "•�♦•..-44ARED PARKING • F ., • �.° tii w ♦♦♦� .y• Jyt°° ♦ so♦o♦-°♦°w♦.•w J•�ii:••.%: ♦4'Rr.- •w 10 ±O� ♦♦ ♦♦w. �� PER 'R6 9♦itAi� . ♦✓wOi,♦pt•JwJ" .g ,`A-+wiwr�i a♦�w. w .w. - -••0 9,670 SF I = : i{fyi9yi4♦4O0i4°i°i♦i♦♦%ijip.♦.°r%t•a��' "ta'•Oi• ♦ •: •'••�i:•O: ii`: ` © • +iO+�i-i°♦i0��-♦°SO:i-w♦'.��°°♦'i° E •. D" °'° ::❖:�:•J :::�: �j a 0 O♦°i♦-♦i°w•i°♦�OpO♦44♦°•.i.�0♦•iw- •p♦0•,ege ♦ wd y. �4i 'P•4� i�i ';f •♦i�i°♦i♦♦♦i°iti�0i0°i°iwi♦D♦'♦�♦+:�:° $•:�:�wp°%iw w°." %••,4>.♦°t i • ti! O 4♦♦i♦�4♦♦♦♦♦♦♦♦♦p♦♦p♦�i.4v♦i000��. i� ♦♦f w '.• • f J'��..�1 Z�i♦i ♦ O♦ ♦•wL44�it • '�.' w �y c° .i* ♦J' d O Oi°°°it�< , � � ♦� . < ♦2' �/P<�•p Ot♦w♦�i0♦�♦•4° ♦♦4•� ♦:ow°• w`•°-♦ �i•iyi < <J \ °-i`•♦��i w .♦wta°♦ A♦D:w♦�-t�• ♦♦�.•♦ww••0 w 9 •i ♦ e• 4°i < �sa' � � u r.�i♦♦♦i-i ♦ ° w a w b ci w'�..w° s,.,,.ii „♦w�+. < a,>a°t� % ��<� �rea� c=`di�'+•♦iwiO+�i♦0♦�-♦t'4�•�y�i aye �Q+i. �ww��♦.<.° `f'•.."o-°.�$� . // YY 0♦°<<i>iol ��y-Cd t♦♦♦-i -t G • :6 S agy`ie 0-♦�Fi"iRwFi. �♦ ♦.•_. -:� d ��a. // •i\� r �orlY•�♦sue+. �.° D°w, J . "3y♦wtw °♦iOFi°i°♦�;�. d°�w•twy-.:� • ..ce.s`4<i`� ; D 0 i<%yw4• ')'Rut ♦ °O °♦♦°°�°iti°i♦°i�+°: •'d♦• w.ra it i //� - - •ie •.�t+�.'♦�i y:�-��i:°:i°� Jd i♦♦.��♦♦rrotai°�''.`. s�°iti-`:♦i°♦bpi°oe'P::!y.�♦�%:�.��t•0si • °iiiiiii�i♦°i�°'t `iia � *• t iw�,i♦i♦w♦'1'i4�•-t'i°�i%:'y:------♦-------------- I -►-.-�-< ♦-i /-iu�•♦`iri::iF-:'Owp-w�•fw°♦ O♦♦♦�tiw p.♦♦4L-❖♦4•.!♦-eO�i-w�• X > •i0 , ♦ a♦'•i- �i? 3, �:�. >ipi/w°.4�•��%�� O�y1'.'---♦�y4��`iR <>�-i--' 3♦♦`t •i �°'.Q 4.�i : y w.t'Apw� ♦-♦ '♦♦♦p-O�.wp%♦♦♦ �A♦w. �•ww♦ ♦stw4�!G , r �-<<�i♦♦ • L-�' �arly'.'-♦.� ..♦ i-✓.•04'- >i-iD♦O-wti.< •iOS•: 'i ♦:694--+ek'-why ' . � . •i t � ♦ �' `"�' � •♦ •♦•w-�0 ♦S O-i�-i-i-i- O i�°�i-Oil �i♦•i-i �♦ 4- t . •� �,\ „�, .♦i�i♦1., >%r♦'9 v-w.a�,/�'.'�-• �-.-°d ,w-; .,p!.�'4-�Q� ..w• .•� ♦04-.,i.' . —.... . / I I \` • �'-•- / ' Oi♦iiO�i��'<'-•Viy.N`-°0-o-Ooi��:-H1-i' d-i'��<�� °��--��'h•EZ _-. p �� .••ice a _ �•�r ��i!♦�7s-Gate--' `nQT_L� wA♦�if96w.L°R .a1` -.F.f. �♦�♦ �G�S�i P��L .._.._5�'?r�a'AS� � �_ i�� - dam �v , - 5� v,� %, PROPOSED SITE PLAN SCALE• f- 30'-0' VEHICLE IMPACT PROTECTION 3122 POSTS. GUARD POSTS SHALL COMPLY WITH ALL OF THE FOLLOWING REQUIREMENTS: 1, CONSTRUCTED OF STEEL NOT LESS THAN 4' IN DIAMETER AND CONCRETE, 2, SPACED NOT MORE THAN 4 FEET BETWEEN POSTS ON CENTER 3. SET NOT LESS THAN 3 FEET DEEP IN CONCRETE FOOTING OF NOT LESS THAN 15-INCH DIAMETER 4. LOCATED NOT LESS THAN 3 FEET FROM THE PROTECTED OBJECT REVISIONS CD 0000 C� 0 n _I ) Q o [] O W cf' Z C� U O mr U •O O � X W „ w Q� Ir.L —� c— wr U uj W 0 �. Z (nS uj Q N 6�1 0 W a O N Z ty o M CV V 0. Z o, W C4 N w Q ui cid � Z GG N Z d D co MO � ♦e) Q 44, � G O • ARCHITECTS PLANNERS JOB NUMBER- 18-1(0 DATE II-29-18 SHT Alul 2 of 5 IONS nAAI I ^ A - 9'-4' SIDE ELEVATION ' -_ - ..._.. _..., cMl ,`,.h I A n - /- n / `, CURVE AHEAD / / / �/ /- `vV �/ GAVANIZED U�� Aµtl ' N' /, POLE WITH GALVANIZED CHAIN LINK Y'� S 01 ``� CAP GATE WITH TENSION ROD t✓ n / / / / // HOOL ZONE VAILT LIGHT AHEAD ti C41k -j71( C TOP STOP 10 �ur�� M sn (.i (k--�� // V• PA ` / ID 4 -0 VINYL SLATS, 8OPENING g-8' BROWN 1 . x '0 % jr CHURCH ol REAR ELEVATION FRONT ELEVATION. S� � /- / / ,� .} •::`'_;'.>` � `� J/ � /! fie- � \� !•.:` .-� NAIL AND WASHER GARBAGE ENCL N:25524.9557 (tC :r „ /� % / // �; : O j f//� / E:1271886.5679 SCALE 1/4•*1'-0• /L i L= _ -��'` ELv:441.1s \ — �,:"/// C34" 1000, Ile Ind / I I i l �� ._.I. 1 III ` ELK 04-p 1, (�U6.,"`[J 100, 1 P10" III WATER VAULT AHBL #105 // / NAIL AND WASHER // lox N:125390.7527/�. //// / ,R' •:-;';3A BUILDING •A• 1 E:1271501.7106 , / ` // /� �'� / ELEV 427.48 / / /� / �r-/ / I 18,222 SF 4 P20" 'r AHBL #106 NAIL AND WASHER N:125159.5409 E:1271361.7869 ELEV. 415.12 , e e r e r e `Ie 0 .-�ft V8N (NCO IFC SECTION 312- VEHICLE IMPACT PROTECTION 3122 POSTS. GUARD POSTS SHALL COMPLY WITH ALL OF THE FOLLOWING REQUIREMENTS: I. CONSTRUCTED OF STEEL NOT LESS THAN 4' IN DIAMETER AND CONCRETE. 2. SPACED NOT MORE THAN 4 FEET BETWEEN POSTS ON CENTER- 3. SET NOT LESS THAN 3 FEET DEEP IN CONCRETE FOOTING OF NOT LESS THAN 15-INCH DIAMETER. 4. LOCATED NOT LESS THAN 3 FEET FROM THE PROTECTED OBJECT NOTE - SEE CIVIL DRAWINGS FOR UTILITIES LOCATIONS AND ENGINEERING IMPROVEMENTS � O�°+6AOOi?°o+i°Oo4 AOe�O'� - �� G?♦O.ti� •i tD4♦ �,��t+�..+��<ai yf�ti��♦c+ I �� - -. ° i❖:':❖:+:❖:4+:❖:Jii+o•O•i♦:❖:+♦J:+•::+:+:+:+:•:♦ii %A♦Os�o�A�♦�A:+♦Oi+:%J:ti+JJ ' u ♦.♦ +♦ •♦♦ e?O?♦O•io ♦oJ♦. AAA AA�`A oeo♦ADi°a ♦.�e '• 1\, . �s♦ip.•�t:♦r.•i♦O+♦�J. ^_:♦O•. �tS+!�wQ+A°:+:°?ie:•:4�•♦ A+i+i J 4oi•�J.�.�JOo�O.ado �t >o�� _SCH010L ♦•A • �! ,'^.:.. . < tr`•+♦+C��•A�6AA A°")�. t�?) i_'�s'D.�,A!A0♦i•+�++A♦A++++�.AJ♦A'+iA?VO♦AAA••? tA♦:ii+°yii♦�<❖+ii?o•OO>i♦♦+♦+•ie♦+�♦+♦•A+ :•'♦i+♦S❖�{♦• ♦:L+'pw•it+i,:'7++i :�•0+•iiii+0ii+•+icefi00•Oi10+ii•ii ♦!+�ita♦iA.�i Ai•J:♦•A�i°i••Oi �i ♦+Ji�Oi♦i•+iii4Ji•ipA�Ji♦+•+°Ci♦i•+to0ii+•(10 +°°AiJO++i°DOA+❖•?Oii• +•+i+si0 o♦AA4♦<eot{t!, 3a �)itt`♦i�•'i r fi:ihi:+iD+:•:00O0K0O•i `•*t !< ' - j � ♦ r•� ♦ •; •, 1e - --_�• - ♦•ii:+0•i+i �♦ ii+iii+iiiii•:Di•O•ii ♦ +i • Oi o : ♦•♦.� . � ♦A ♦ • �•+ ♦.+♦+a/♦ ♦ii0i+o OAttji°a!Oi•e t w?°i.+i?•iii••i•♦•♦•♦+i 00• A • O•i ♦ A•A •i � DA•i•• Q .. +♦$f�:°.?A+O:•isi+:•OiO�:::4�:�:�:�:�:�:�:e:�%�::?i:+�:i. + s%oi+:•i - �at'il.` r'g" %.O'A ` ♦ ♦' • O::•�'+s ��i:i•A++i'+i:°:❖:•:0❖O:°:❖:•J:❖:O?1•o1 i ��i� �i'A+♦� - / O • ♦ a WEA `I Oi+i •�♦ tii<e ♦'or ♦•i•♦AV ♦ V i ♦°i A� •iii ri+A .• • ♦/// - �_ ♦ '- / / • , 'i+:A • Oii:+:+rr:•••y+?,it:�o�:0�0+:4+:•:+:•:+:+:ia+:+: i❖:�:•:�:�:❖i i❖:++A.+� r r 1 • r �� S :ems ..+^.'`.+♦ Oti O��:i�:::i.•�:p::�:O�:�:15 i:iii:+:❖i:•J:•:: r:•:O♦++fir~ ' *A - 'v NO • II 'e. - / ♦♦ A G+ G. ♦♦ tK2.ott•,++•°+°+°o♦,e+A+♦i+ii°ii.0:♦+•�.�. +.<♦.i, Ai ♦♦ • d ♦♦4: a� �p♦♦♦s • ♦♦ \I' : t/+ y+.♦o +.t ; +ttsA ♦ ♦ o ♦ ♦i ♦AAA+4Ai4ii •q )•Fo�f i w....rc.A♦.., ��/�•?�a•�y - 1 F' i't '4? ' �+'i O♦ AAA s ? t. � C J •J:JA+++�♦4 ♦++♦°i+i°i°i0 6+9♦O+e .'�' . A ♦J> ' i Q o +++! � '� • ' 11 '♦%� i�A�♦•r�•~,/� +pg?a+%�`�-4r �ii?OHO s*♦ +i�A�♦+i+♦ +A•A�A,+,c i•••iii:•:��:�:�:�:• i:i+:! . ,� � 1 .4♦ � . <tt �? �O� ♦ i�+`=A��♦•Oi O�+A♦�+a ♦•♦O �+eA+A+iO ♦°i ♦ ♦. +i • A♦ ♦ � ♦♦ � � e t■�► t1r 1%I , = � �-?'1i<A`•�.'iii?t ••',tilaO+•♦4♦'r01��i+�5♦S♦'oi?��,',�T►�'L'y•Ga�:�.+i. j++A'�i:!OA+�♦ O+ai �?�AAt�i?R.�AO�o+`1A?A••♦?+.♦A++�+��+:O+'t�+tt+��i?�+i:`i+wO+0�i?6�.0•i•b♦?i♦�••♦:•OA•O•diOJ.�+�A+{i♦�-0O+��+�o+A♦D'A�t�i+AP+ �+A'°AA?♦�+i'.oO>+fAi°A•iA.i♦.i•?•♦.• :iO?i.•+O.:i:'i.r•.:..A•.+??. ?•♦+♦.00++A+i♦iOiO♦:A'♦•�• +O�AAii♦O+A♦i•♦O•iAi+♦ii i• r• PAWINGUILDING B - O0'wx 9,670 SF A i+i0•.O i i•�'�:•i0•ii♦O•i+� ` • ��♦+A+Oii♦+:•O�A+o+:•:O':j:•::•�♦�.�•�+A+itJAtA• f A♦i i0::� ': i:°:•:4❖:•i: I • i ♦. ♦ ♦ ♦?A♦ ♦o++•♦A♦♦♦♦AAs O h�". A• o r♦♦♦AAAOA. • I� Ar'diAOeeA�+♦AO�+°:♦+O♦Oiiii ♦••iiiiA♦.AAA♦i++A+♦+:•A�t'` O+♦?♦♦. A ?♦+♦•A♦•♦o+AA?A♦.♦ • � � � i1) ♦♦ ♦ ♦♦+•♦♦♦A♦♦ ♦♦ AAA ♦ ♦ ��.�♦♦+:♦♦♦♦•♦♦♦♦f O / / - i at>;�a ++A♦vi�=♦+♦+O ♦A++AiiOJii�•ii�+O+A+♦A• �s.A, '�A ♦i JOo• ♦♦♦•♦e+♦t♦AA++� i / / � •t i i �A��iOO�i+%%e•"�i0��%0�� J �� +�% �+ts�y�' a < ' ��+• �� + �I a�, ��f f O r �'t ��+AiLAAA.�i.+�00♦OA♦♦.�pA+AA • •ii?•t++yr�•� A<A♦♦ ♦•+ ! �' - i v+ 0,40 / � • •r�$ .33iO+O�i.+♦�•i+iO+i+i+i i•Ji•:♦i i Js♦+AA" R.� G•A`.♦A • + A > < c Alf<rt �r+♦•i+?OO+iO+♦�i♦00?�iA'A+i? O♦+"�1+t -v . 4v22 / t O`aAP Y <+1D• Oi ♦♦♦A • ♦• ? /i ♦O.Oi •A ♦•s A • • • �A i 4o4�i♦♦�'Ve? AO� ♦?A A?++ At OOAa�+ '!s+A• i♦+i +iw r+c+n'r•J+ % 1 t, + ♦A+♦+♦♦+♦4♦ • y +.�°t�3a�)•RO.A � ♦ ,,�s+A/"s> // ••Jih t'a 4A♦♦A♦�+♦�O.A . ®s1A Ti y ?<1AA0 : �� t►+etS / •°� st) qeF tr 4"+. Ao+A+♦ i r°vi♦+SS' �'♦ Oy +'i .A • A dA♦.♦a // - ►i;►, .... i •i°•O♦ ah0'1♦♦tc?♦ �PA' ♦iP'+ ♦ 0•:°i+.+P ♦.�•0!•8♦•♦t-4+?+♦+AO♦A+i+♦AAO•iiA++�O-♦+i+•A•i •rw.A -�`� /I ' I�� k-RW42" Ilk- u:Am'i�ii: O❖io ♦A r. ♦: � AJr ♦�'�c+S��iA�s�e'.�+A r.�•,?•i�iiv��i9•+::�i�i+:4�:�:•:�i.,'�<+�%:l �:�::�:�:�C:•+?A°♦+:A:A`r�'� ; � I �� '�: / 1I • . • :-:Ift-ri .;�. A:Asp . y+AOe•:+:•+9�°:+ip+0i+i:♦•♦ii:❖::❖:+s•+:�A+� i �' �f1 :O•i i?4•�A�♦eb�`�i•�,r�A'c�+�a ti .y f:+i:+:�•:0+:°A:•�' V:❖:❖:'i•:°:❖O�•+i+A� �� o•♦♦tr<♦A,+air}•.i♦♦♦+4G�A'♦'♦1T' AJ♦~•r•�''��•:+�Lr�•+�OO•`�'O.•:O':�: ��:._J��O+ws`+4t�t i r ' ♦iOiO i• 4�as �t�L�OO♦+�.�'GR A•iJ.�•A:•si♦•�,Oi•0♦A°o•�+♦o< A ♦ ♦.. . ♦ ♦ � ; _ + •• Oi• JDi+i+i A+A+♦+i r•Oi+i•<°ii c • P♦�i� �+i?'t � • J♦.a .�Q,�+A�A s t<<' +A' Ae • ♦! O+♦♦♦ A•♦Ai �r •t+i0•i"t 6''d ' r +'t �,r.♦J ♦��+,0)�4� +t++��i ♦t✓e4 � Si ✓.�A<<�iAA♦O�A�♦OA/c.+♦♦+♦♦A •♦+♦o. +oAAa >, © • 1 � .........: /I %� o♦ ♦t� ♦ ••%i4 ?H•A+♦. pa?O + ♦A/�N•♦♦Ar♦A♦A♦.��i�AA♦♦t / -�� . Dii 4 •AOy+.r�.y..+�� At♦+'i•++•.+++ :O O •♦ +0+ o • W ? 4 i ' .t -' ,:.. / `•..O•o.+,►+�.�aO•L�6r��i+,a�i+A�+Z,�✓aOOO.o•+�♦•+.•t,•� A+e+. �>�:�i`¢I. -a .d`•�tto '�'<� •__ A •� ��♦`ia? <`♦ ♦ ♦ ♦♦O♦Oi+.J♦.[ A-AQ A4' 0i �1• O.A� .- � °Citi ' • � - ��- • ' �:♦•O♦��•ax°�a+.? .o�R4.�cA.��+c�As+i��i•?� tom.-sir♦♦A�PiO+� ♦+ii?�i• v i�ir� .A+'+.ay'IV6 . •%♦.�• tt�i? + ♦?� +b♦d�"'� o.�+iOooO�c A ++•A�♦6 • O+A9rAA 'L`�© ,�:: - ._ • •�� / L ♦ A,�i a i♦d /:i•+•i�•iii ♦ A�is�•:iJ� ♦ �`A #A : A ��ii/•O ♦+N&S- 2a mom[ «. y°e' ♦?p♦� •i•J.O�.�O ii♦.+A♦ A O A \A?+•.?♦+.♦.f. ♦o♦AA+A♦ts +AJ + ♦+♦ ♦ . y. ?•e-o•_+Ayw4 •iS:.w4L�•♦•: ♦♦AA A+ ♦. .�00 `NA°W ... O� ♦i.4 / .• A,♦,Q,'� �++♦+�S'?od0+.♦i4•i•♦bo7. • O,+iey4 t0 tQ o -.t♦ it ` , ` < r � :. •!•° +AOOR'9 ♦O�° e+SO+i)O ♦O•�,•A• ?ii•�A AA A v O?it:�: �• 1 �♦A ♦A'J, � .♦. �A ♦ • ♦o o♦ ♦o •♦♦ A♦• ' -- i •.p 9s ♦L+0M4A♦ TNiN :•:O?mg OpAO♦�♦ A+A? �'� ♦::o:i O - • --` = J*,0+�♦� '.K+♦� >O.4Z♦A��i • ♦?•oi ?+A•♦°O?+•?♦+A a ♦Oi♦'.' ♦� •♦ , �� • r r k / • rRADIUS ♦OP�i�• ♦ ♦ . ..♦ �(. i 14 A• i•O♦+Oi+iioO+i+i•00•+ o\ A ♦AA 'ice::•••:! 1 ♦•: 1■� �,_ ♦ :: AO♦OAA•AAA+O♦ ♦ .♦♦�• 't'A` A w+•.eL •C: i+? - r O // // , / �i�� s � � •. � � ��t'��`��♦�� `�s�:•: `�� Ittllitfttl ," J • �� _ e r i r l IF 6 Christ's Church\Church Site Plan 110818.dwg, 11/29/2018 3:32:17 PM, Oce PlotWave 300 - WPD2 - - V —��— ,.,� ... -... y :::::.:.-:=_t ..:.......... ...._.........._ ._.. _ __--- :- / L p4' - - - / / - ` c'v :iz�-:a">�-1._�=:::.::;::ar� \ 1 \ 1 p4 �,- ::.:::::::::;;;;:.; a oC� .......... Af .............................................. p4 / cD —� �► -J.- 11 .0 14" 6' W02 U1 " / M r — — ' - X---- X C ° X _ 03 2 W �, •.... �.�X / v APN 5153900130 APN 91429n, � � Y � � � °'^ I MALE APN 51 3900120 APN 51539001 � APN 5153900080 REGITZ o Q� 150'-O'MAXIt �Ai K �R GREN60 -O IH4 PROPERTY 1 BORROWER LP C o- I C� c PROPOSED SITE PLAN, 6 C�f SCALE, V- 30'-0• ;� fy � t2- c- tct. 3-c LLJ W CCD d G7 CD d` N 0 W (� cV � OF O N\ M N •n� M V Z 0► N N N W Q ho ua �o o v! Z © Cie oco CO 0 CHITECTS LANNERS B NUMBER► 18-1(o 1 DATE II-29-I6 H r A - 1 a I 2 OF 5 REVISION$ ,EXISTING WKS INTERMEDiATE "NMILS. EXISTING v-A AUDITORIUM Stairways shall have inter -mediate handrails located in CONSTRUCTION, such a manner that all, portions of the stairway minimum FULLY SPRINKLED width or required capacity are within 30 Inches (1(02 mm) of a handrail. On monumental stairs, handrails shall be EXISTING HALLWAY located along the most direct path of egress travel. EXISTING EXTERIOR CODE C011ENTARY LOAD-BEARiNG, NEW 45 MINUTE MAGNETIC 1401-0 The distance to the handrail applies to the 'required 1-HOUR WALL - ROLL -DOWN DOOR, TIED TO EXISTING width' of the stairway. If a stairway is greater than 60 - - - - - - - - - 7 FIRE ALARM SYSTEM inches (1524 mm) in width, but only 60 inches (1524 mm) are XiT C,Te1011AY EXIT I-HR STAIR ENCLOSURE EXIT 12'/02 = 260 OCC, CAPACITY required based on the occupancy load (see Section 10053), intermediate handrails are not required, Adequate safety is provided since every user is within 30 inches (162 mm) of a handrail. EXIT 39'-2' STAIRWAY 54'/03= EXIT = I80 OCC. 12'/0.2CAPACITY 360 OCC. CAPACITY STAIR CLOSET ® J � UJAiTiNG,R�OM 1-HR STAIR I� CHILDREN'S s RESOURCE 258T ENCLOSURE I-HR OFFICE (B) r MINISTRY ROOM = 18 OCC TflTUP TO ASSEMBLY (A) 239 GROSS ® OCCUPANCY SEPARTiON /100 = 3 OCC /100 = 4 OCGI JIRL - -- - _j ROOM �l G S f` I 6 GOSS PASTOR'S I 00 = 1 OC �� OFFICE MAIN FLOOR PLAN. SCALE, 3/32%1-09 OVERHANG EGRESS ONLY / 3 4 lie GROSS �w /100 = 2 OCC 1 ITOR PASTOR'S Q OFFICE 6 GROSS -- OFFICE n- BULL -PEN 3 = 1 0CC BOYS 1 �Q 110 GROSS � i � 511 NET O Q 0- �� /10 = 2 OCC_o I /100 = 6 occ l 7 `41 u�u, J CHILDREW6 pI MULTI-PURP05E PASTORS ROOM ICE 841 NET 18GROSS CLASSROOM /15 = 190 OCC /100 = 2 01 t t N 2 EXITS REQ'D WOMEN'S /20 21 OCC `� fr MINISTRY ap� 199 GROSS �i � /100 = 2 OCC COUNSELING STAIRWAY OFFICE 42'/03= 118 GROSS 140 OCC. / /10 = 2 OCC CAPACIT LIT—T\/ AN ELEvATO Y MEGH RM ROM 16 GROSS" 15 GROSS GLASS}pOOM /300 = OC /100 = 1 OC 518 NET 1 9�L€T,' ---TQ /1 26 OCC i - I ,_�' - II t frQ I.I f UP - - - LEv SHAFT EL OR ST EXIT 12'/0.2 = j F ! 218 7NET360 OCC.0 CAPACITY TAIR 02 I-HR OFFICI (5) STOR. TO ASSEMBLY (A) OCCUPANCY SEPARATION CONTINUOUS - - - - - _ _ COMMON PATH OF GUARDRAIL I� ' - EGRESS = 69'-6'- _ e+42' ABOVE CLASSROOM CLASSROOM - FINISH GRADE 664 NET 664 NET I /20 = 34 OCC /20 = 34 OCC STOR. CLASSROOM e 650 NET CV I /20 = 33 OCC(}Q STOR STOR EXIT 4 ye 12'/0.2= TOTAL TRAVEL = 126'-10' ( CLASSROOM 360 OCC. _ _ _ _ _ - , _ _ .,u....-.. - � � � ��/ 629 NET CAPACITY i i I ��/20 32 OCC CONTINUOUS I ��- GUARDRAIL *+42' ABOVE , I FINISH GRADE � i I I CLASSROOMS We NET I /20 = 32 OCC: �`4> CLASSROOM CLASSROOM CLASSROOM 614 NET 616 NET 6lb NET /20 = 31 OCC /20 = 31 OCC /20 = 31 OCC i \, i i EXIT 1 LINE OF STAGE AND 36 `/0.2 = STORAGE ABOVE 180 OCC. EXIT - - _ - _ - - _ _ _ _.._ - - __ _ _._. ___ _._ . _ ._ - STAIRWAY 60'/03= 200 OCC. CAPACITY N BASEMENT PLAN CD CD 00 7D O co NQ 1_1._ Q 0 W LL � cc T� Z VJ c M P-F7 22 �1 V 0 o � 1 Z� (v— C 4 WZ a t/3 N N W Q tij 00 � 0- o �Z _ o a Q_ 1` t'a M Q �0 �P G RCHITECTS PLANNERS OB NUMBERS 18-1(0 DATE 11-19-18 HT A-2.O 3 of 5 1846 Christ's Church\18-16 Christ's Church 111218.dwg, 11/29/2018 3:33:44 PM,.Oce PlotWave 300 - WPD2 LIST OF ABBREVIATIONS A.F.F. ABOVE FINISH FLOOR 8.0. BY OWNER CENTERLINE GAB. CABINET CANT, CANTILEVER GONG. CONCRETE CONT. CONTINUOUS CPT. CARPET DIA. DIAMETER D.F. DOUGLAS FIR EA. EACH EE EGGSHELL ENAMEL EQ. EQUAL EXIST. EXISTING EXT. EXTERIOR FD. FLOOR DRAIN F.F. FINISH FLOOR FEX FIRE EXTINGUISHER CAB. F.O.F. FACE OF FRAMING GA. GAGE GALV. GALVANIZED GWB GYPSUM WALL BOARD GALV, GALVANIZED HDR HEADER H.F. HEM FIR HR. HOUR INSUL. INSULATION I.B.G. INTERNAT'L BUILDING CODE ID, INSIDE DIMENSION MAT. MATERIAL MAX. MAXIMUN MIN. MINIMUM NLB NON -LOAD BEARING N.T.S. NOT TO SCALE O.C. ON CENTER PLWD PLYWOOD P.T. PRESSURE TREATED RAD. RADIUS R'1. ROOM S.F. SQUARE FEET 5G. SAFETY GLAZING 5GE SEMI -GLOSS ENAMEL SIM. 61MLIAR S.O.G. SLAB ON GRADE 5Q. SQUARE 54V STAIN AND vARNISH TEMP. TEMPERED TYP. TYPICAL V.B. VAPOR BARRIER VCT VINYL COMPOSITION TILES VIF VERIFY IN FIELD v6G VINYL SHEET GOODS W.C. WATER CLOSET BUILDING DATA AREA CONSTRUCTION BUILDNG LOU TYPE PER IBC SPRMi ED A 1022 V-A YES B 9,610- V-A NO BI LDMS C, D, AND E TO BE REMOVED C 1,86 0• V-A NO Level 1 4,056 Level 3,150 D 1,064 V-A NO E 1,192 V-A NO • PER KING COUNTY ASSESSOR AREA 0"TI;aICTION ., NO MINISTRY 32k40 (GONE)ITIONED) V-A YES CENTER (32,160 INCLUDING OVERHANGS) Main Level 16,640 (CONDITIONED) / (16,160 5F WITH OVERHANGS) Basement 16,000 (CONDITIONED) BUILDABLE LANDS CALCULATION CATEGORY • ACRES GROS5 LAND AREA 3.10 CRITICAL AREAS 0 RIGHTS -OF -WAY 0 PUBLIC PURP05E (Stormwater Pond) 026 NET LAND AREA (3.10-02(o) 3,44 DRAWING INDEX ARCHITECTURAL: A-1.0 EX, 51TE PLAN, PROJECT DATA, VICINITY MAP A-1.1 PROPOSED SITE PLAN A-2.0 FLOOR PLANS (2ND 4 3RD) A-3.1 EXTERIOR BUILDING ELEVATIONS A-32 EXTERIOR BUILDING ELEVATIONS CIVIL ENGNEERNS: C-100 COVER SHEET C-200 TESC AND DEMOLITION PLAN C-201 TESC NOTES AND DETAILS C-300 HORIZONTAL CONTROL AND SURFACING PLAN C-400 GRADING AND STORM DRAINAGE PLAN C-401 STOW DRAINAGE NOTES AND DETAILS C-402 STORM DRAINAGE NOTES AND DETAILS C-500 SANITARY SEWER PLANS RS'9.6 ZONi` �\ - i Nho r CONTAINER _CONTAINER" SING FAMILY RS9.6 'f N� HIGH JDENSITIf ZONE / Y RAP 301-- \ GRAVEL / z M LN RR TIES 1WO&.D..L1 Z'�� 4, 6' WOOD `�.,LU1� / i 6' WOOD 03 2 W— i 1 APN 5153900130 APN 0521049142 �'�� APN 5153900120 APN 5153900110 I APN 5153900080 MALE REGITZ Ix a 1 KESLER / GRENG IH4 PROPERTY y) L I I BORROWER LP l\ tJ \(y0 d4\ I,- I SINGLE FAMILY RS7.2 SINGLE FAMILY RS7.2 SINGLE FAMILY RS7.2 HIGH DENSITY ZONE HIGH DENSITY ZONE HIGH DENSITY ZONE N EXISTING SITE PLAN SCALE- V- 30'-0' / ''/ C-501 SANITARY SEWER NOTES AND DETAILS �% / / / / STOP �C-600 WATER PLANS C-601 WATER NOTES AND DETAILS STOP \ loll LANDSCAPE: LAN YI I L-1 LANDSCAPE Pl sty -NORTH / PARTS 0of L-2 LAND5CAP,E--PLAN - SOUTH `• / o :..:. ;`' ° / I L-3 PLANTN6x DETAILS �t"'< .: / / TR-1 TREE REPLACEMENT �{-� N- CHURCH / /ff / /' :a% / :§', \ v / ! I -_ III J26" 3 ili�I LK oll /�" CU6 < / TOTAL L EXISTING l SINGLE FAMILY RS9.6 P10" III Y PAVED PARKING = 35 HIGH DENSITY ZONE / j /ice /jii / III z -- // 8 I I r BOULQER J, P24" BUILDING A 7 / i I 16,222 SF -__ __ I P20" \ l T REMAIN I� I I F20" r o — 1 / / / / '' .: ►>t �` `-- - % T6TA =SIT PAWING PEl = 5EPA DNS = 166 /STREET �%./ ( APN 05204902, .i FEDERAL .1fi Y ' '.r<• J , .� / I i �° PUBLIC SCHOOL 1 BUILDING C /- 1� 7,806 Srfo /// GRAVEL / // BUILDING B / I I J - 1 - I \ I9,070 SFII ( �jm� / / / I ' SINGLE FAMILY TO REMAIN i I I I I I �i / - Q i I ROCKERY,,,,,,\1 / / I HIGH DENSITY fr // I II BUILD D 1 I ( i 112 �.. 1,084 SF °. -81, � I / 22 cw 11 I 'f�AA ? �, CURB � 0 I I STOP / o / I I (TYP) I GRAVEL 0 -0� 1 W42' LLJ i i BUILD E , 8" 1,792 SF TOTAL EXISTING UN -PAVED PARKING = 90 I LLI � / \ 4 VICIN SCALE - ITY MA CONSULTANTS OUNEI3 SURVEYOR Christ's Church at Federal Way AHBL 941 South Dash Point Road 2215 North 30th Street Federal Way, WA 98003 Suite 300 ARCHITECT: Tacoma, WA 98403-33 PRIMARY CONTACT (253) 383-2422 The Keimig Associates LANDSCAPE ARCHITECT: 301 D Street 5E BRADLEY DESIGN GRO Auburn, WA 98002 Kathleen Bradley Rea (253) 939-3232 4330 N. Lexington 5t FAX: (253)135-1309 Tacoma, WA (253) 212.4848 STRUCTURAL ENGNEER: AHBL Ken Leland, PE, SE 2215 North 30th Street Suite 300 Tacoma, WA 98403-3350 (253)383-2422 CIVIL ENGINEER AHBL Todd 5awin, PE 2215 North 30th Street Suite 300 Tacoma, WA 98403-3350 (253) 383-2422 III PROJECT DATA PROJECT LOCATION: 941 South Dash Point Road Federal Way, WA 138003 ASSESSOR PARCEL NUMBER 052104-9092 161,110 6F. (3.10 ac.) Q5TR: SE-5-21-4 LEGAL DESCRIPTION: POR NW 1/4 OF SE 1/4 DAF - BEG 5E CO SD NW 1/4 OF SH4 TH S 89-53 -59 W 210 FT TO TPOB TH N 0-05-23 E TO MGN OF MALTBY RD (5 DA5P POINT RD) TH 5WLY AL SELY MGN TO S LN OF SD NW 1/4 OF SE 1/4 TH ELY AL6 S LN TO TPOB ZONING DESIGNATION: RS9.6 WMPREHIENSIVE PLAN DESIGNATION: SINGLE FAMILY, HIGH DENSITY BULK LIMITATIONS: REQUIRED YARDS: FRONT- 30' SIDE- 30' REAR- 30' MAXIMUM BUILDING HEIGHT- 30' MAXIMUM LOT COVERAGE- 15% IMPERVIOUS CALCULATION: TOTAL 51TE = 161,110 5F. LANDSCAPED/NATURAL AREA = 56,662 SF IMPERVIOUS AREA = 104,508 5F (64,5%) PARKING: REQUIRED PARKING RATIO: I for each 5 seats or 10 lineal ft. of bench seatin (NO ADDITIONAL SEATING WILL BE ADDED TO THE MAIN SANCTUARY. THE MULTI -PURPOSE BUILDING ADDITION AND SUPPORT SPACES SERVE THE EXISTING CONGREGATION) PARKING 51ZE AND DESIGN STANDARDS STALL 51ZE DRIVE AISLE STANDARD 9' x 18' 25.5' COMPACT 8' x 15' 25' ACCESSIBLE 8' WIDE / V ACCESS AISLE (5' NON -VAN AISLE) EXISTING PARKING: PAVED UN -PAVED ACCESSIBLE PA ON SITE: 29 90 6 OFF SITE: 166 (PER 5EPA DNS 02-101-602-00- 'Upon completion of a proposed pari,in lot addition at 5acajawea Junior High S a total of 166 parking stalls will be ava ble to the Church use from the junior high of site via a reciprocal parkin and ac s agreement E e--, r—I NEW PARKING: 55 STANDARD 49 JUN 2 COMPACT 4 ACCESSIBLE 2 CiTY OF FEDDE, t r �r COMMUN' TOTAL PARKING AVAILABLE TO CHURCH- 256 T� ON -SITE: 90 OFF -SITE: 166 REVISIONS CD CD 00 6� O Q 0 O El- Q 0 Lij LL U O U O_ Cn ♦ ^ O X W � w � Q� ry. LTL U V Z —CD _ "—'Cn � Q U z0 w `Q o N Z Cq— (V) O N CV) 0 a Z a M Ln F— N N N w Q C5 w w300Z GG O� 0 ~Z = N 04 D CO M Q �P O P ARCHITECTS PLANNERS JOB NUMBER- 18-1 DATE 04-11-19 SHT A1.O REVISIONS LIST OF ABBREVIATIONS A.F.F. ABOVE FiN15H FLOOR B.O. BY OWNER CENTERLINE CAB. CABINET CANT, CANTILEVER CONC. CONCRETE CONT. CONTINUOUS CPT. CARPET DIA. DIAMETER D.F. DOUGLAS FIR EA. EACH EE EGGSHELL ENAMEL EQ. EQUAL EXIST, EXISTING EXT. EXTERIOR F.D. FLOOR DRAIN F.F. FINISH FLOOR FEX FIRE EXTINGUISHER CAB. F.O.F. FACE OF FRAMING GA. SAGE GALV. GALVANIZED GWB GYPSUM WALL BOARD GALV, GALVANIZED HDR HEADER H.F. HEM FIR HR. HOUR INSUL. INSULATION 1B.C. INTERNAT'L BUILDING CODE I.D. iN511DE DIMENSION MAT. MATERIAL MAX. MAXIMUN MIN. MINIMUM NLB NON -LOAD BEARING N.T.S. NOT TO SCALE O.C. ON CENTER PLWD PLYWOOD P.T. PRESSURE TREATED RAD. RADIUS RM. ROOM 5F, SQUARE FEET 5.G. SAFETY GLAZING 5GE SEMI -GLOSS ENAMEL SIM. 51MLIAR S.O.G. SLAB ON GRADE SQ. SQUARE 54V STAIN AND vARN15H TEMP. TEMPERED TYP. TYPICAL VB. VAPOR BARRIER VCT VINYL COMPOSITION TILES VIF VERIFY IN FIELD V55 VINYL SHEET GOODS W.G. WATER CLOSET BUILDING DATA EXISTM BULD/M AREA CONSTRLICtION BUILDKG (SFJ TYPE PER IBC SPRINKLED A 1022 V-A YES B -I V-A NO BULDN03 C, D, AND E TO BE REMOVED C 1,860. V-A NO Level I 4,056 Level 3,150 D 1,084 V-A NO E 1,192 V-A NO , PER KiNG COUNTY ASSESSOR -1._..I .dui\. PROJECT CONPLETION AJREA 0"TRICTION SUILDNG (of.) TYPE PER IBC 2WINKLED o NO MMTRY 32,640 (CONDITIONED) V-A YES CENTER (32,160 INCLUDING OVERHANGS) Main Level 16,640 (CONDITIONED) / (16,160 5F WITH OVERHANGS) Basement 16,000 (CONDITIONED) BUILDABLE LANDS CALCULATION CATEGORY • ACRES GRO55 LAND AREA 3.10 CRITICAL AREAS 0 RIGHTS -OF -WAY 0 PUBLIC PURPOSE (Stormwater Pond) 026 NET LAND AREA (3.10-026) 3.44 DRAWING INDEX ARCNITI_CTURAL: A-1.0 EX, SITE PLAN, PROJECT DATA, VICINITY MAP A-1.1 PROPOSED SITE PLAN A-2.0 FLOOR PLANS (2ND 4 3RD) A-3.1 EXTERIOR BUILDING ELEVATIONS A-32 EXTERIOR BUILDING ELEVATIONS CIVIL ENGINEERING: C-100 COVER SHEET C-200 TESC AND DEMOLITION PLAN C-201 TESC NOTES AND DETAILS C-300 HORIZONTAL CONTROL AND SURFACING PLAN C-400 GRADING AND STORM DRAINAGE PLAN C-401 STORM DRAINAGE NOTES AND DETAILS C-402 STORM DRAINAGE NOTES AND DETAILS C-500 SANITARY SEWER PLANS C-501 SANITARY SEWER NOTES AND DETAILS �, / / STOP C-600 WATER PLANS C-601 WATER NOTES AND DETAILS, \ STOP` 10" LANDSCAPE: r Li r \ YI L-i LANDSCAPE PLAN - NORTH ID PAL-2 LANDSCAPE''LAN -SOUTH L-3 PLANTAN16 DETAILS TR-I TREE"REPLACEMENT International Fire Code (IFC), 205 edition, including Appendices B, C, E, F, and I IIA Washington State Amendments, WAC 51-54A and RCW 1921 / / M'i International Existing Building Code (IEBC), 2015 edition ii I., CHURCH f International Fuel 4 Gas Code (iFGC), 2015 edition International Property Maintenance Code (IPMC), 2015 edition international Energy Conservation Code (IECC), 2015 edition / f /(/ / 100, Washington State Amendments, WAG 51-IIR 4 51-11C and RCW 1921 ,/ - / r >• \1 Washington State Ener Code (WSEC), 2015 edition National Electrical Code (NEC), 2011 edition / / •"" / ii �/. Q Washington State Amendments, WAC 296 43, 296 45 4 296 468 and RCW 113.20 Uniform Plumbing Code (UPC), 2015 edition, excluding chapters 12 and 15 -�' /'/ •.,., tl / / �t I / / Washington State Amendments, WAG 51-56 and RCW 1921 ./ —' Federal Way Revised Code -�/ �! / , �i'� I I I a>IN C34" ! / \ / II �26" ' LK.. U6" / it �a,Q 0„ TOTAL EXISTING � P10>' I > PAVED PARKING = 35 SINGLE FAMILY RS9.6 HIGH DENSITY ZONE / �/jam/� i I I z f / �/// �// 8 = 0 QIlit BOUL'QER r P24r i " r� U BILDING •A• 4a v --.. �`�1 � 16,222 SF TO REMAIN Nil, P2o" P18» -' �F20" // / 50'23" I s- i '< i TOTAL QFF=SITE PARKINS " PEI- SEPA DIMS = 166 STREET 54 8' ) �� C APN 052104902 % J � <:,•..:, _ � FEDERAL NAY , loo, PUBLIC SCHOOL BUILDING C ' r -7,808 SF If a 1 GRAVEL UUk-RS 1 / k • BUILDING B 9,670 SF ,SINGLE FAMILY "R59.6 IIII / 161 HIGH DENSITY ZONE" , TO REMAIN ROCKERY 1.1ILD D ?'� 1084 SF 8. Y 22 r ti rr w Ilo I ° iAMP t CURB / //// / // / , I U III / STOP 1 v — / W42" / r 0 II (Np�� ' GRAVEL 01_01 r o I i< BUILD Tw 8" 1792 SF TOTAL EXISTING 16" .- I 1 , \ 1 I A ) !!!� /� UN -PAVED PARKINS = `� Ld LF—CONTAINER , r _J / o I _CONTAINEiZ -= = -- \ \ \ / / / / I� \ \ SING FAMILY RS9.6 / \ 1 / / \ - \ \� 1 = �►- \ \ \ / / ( I I \ \ HIGHDENSITY ZONE / Y \%` t 1 I, J RAP1 > > �,. I I� ;' // 30'- ' J ;' r P �'�—f J GRA EL J RR TIES .�,�. .� 1 \ 4 = 4, 6' WOOD _ CLu �' 6' WOOD % N89' 03 2 W a It 1 ��I APN 5153900130 � 1 \ / ' APN 0521049142 � APN 5153900120 APN 5153900110 I AP 5153900080 REGITZ / ate' MALE 1 KESLER / GRENG IH4 PROPERTY BORROWER LP SINGLE FAMILY RS7.2 SINGLE FAMILY RS7.2 SINGLE FAMILY RS7.2 HIGH DENSITY ZONE HIGH DENSITY ZONE HIGH DENSITY ZONE EXISTING SITE PLAN VICINITY M SCALE, CONSULTANTS $ SURVEYOR Christ's Church at Federal Way AHBL 941 South Dash Point Road 2215 North 30th Stre Federal Way, WA 98003 Suite 300 ARCHITECT: Tacoma, WA 90403-3311 CONTACT (253) 383-2422 The Keimig Associates LANDSCAPE A 301 D Street SE BRADLEY DESIGN GR P Auburn, WA 98002 Kathleen Bradley Ree r (253) 939-3232 4330 N. Lexington S FAX: (253) 135-1309 Tacoma, WA (253) 212.4546 STRUCTURAL ENGINEER AHBL Ken Leland, PE, 5E 2215 North 30th Street Suite 300 Tacoma, WA 98403-3350 (253)383-2422 CIVIL ENGINEER AHBL Todd Sawin, PE 226 North 30th Street Suite 300 Tacoma, WA 98403-3350 (253) 383-2422 III PROJECT DATA PROJECT LOCATION: 941 South Dash Point Road Federal Way, WA 90003 ASSESSOR PARCEL NUMBER 052104-9092 161,110 6F. (3.10 ac.) Q5TR: SE-5-21-4 LEGAL DESCRIPTION: FOR NW 1/4 OF 5E 1/4 DAF - BEG SE CO 5D NW 1/4 OF 5 1/4 TH S 89-53 -59 W 210 FT TO TP05 TH N 0-05-23 E TO Y MGN OF MALTBY RD (S DASP POINT RD) TH 5WLY ALG 5ELY MGN TO S LN OF 5D NW 1/4 OF SE 1/4 TH ELY A S LN TO TP05 ZONING DESIGNATION: RS9.6 h�EHENSIVE PLAN DESIGNATION: SINGLE FAMILY, HIGH DENSITY BULK LIMITATIONS: REQUIRED YARDS: FRONT- 30' SIDE- 30' REAR- 30' MAXIMUM BUILDING HEIGHT- 30' MAXIMUM LOT COVERAGE- 15% IMPERVIOUS CALCULATION: TOTAL SITE = 161,110 6R LANDSCAPED/NATURAL AREA = 56,662 SF IMPERVIOUS AREA = 104,508 SF (64,5% � PARKING: REQUIRED PARKING RATIO: I for each 5 seats or 10 lineal ft. of bench seati (NO ADDITIONAL SEATING WILL BE ADDED TO MAIN SANCTUARY. THE MULTI -PURPOSE BUILDING ADDITION AND SUPPORT 5PACE5 SERVE THE EXISTING CONGREGATION) PARKING SIZE AND DESIGN STANDARDS STALL SIZE DRIVE AISLE STANDARD 9' x 10' 25.5' COMPACT 8' x 15' 25' ACCE551BLE 8' WIDE / V ACCESS AISLE (5' NON -VAN AISLE) EXISTING PARKING: PAVED UN -PAVED ACCESSIBLE PA ON SITE: 29 90 6 OFF SITE: 166 (PER SEPA DNS 02-101-602-0 'Upon completion of a proposed pa ti lot addition at Saca jawea Junior High S a total of 166 parking stalls will be 1, able to the Church use from the junior hig ool site via a reciprocal parking and ac agreement' NEW PARKING: 55 STANDARD 49 COMPACT 4 ACCE551BLE 2 TOTAL PARKING AVAILABLE TO CHURCH: 256 TO ON -SITE: 90 OFF -SITE: 1(06 CD CD 00 Q � O Cl- NQ LLJ 0 W C/) Li- ;Zzj- IIIIIII'r 1 C3-) U O Xti— U O_ GO � C^ VJ O X „ ) O LTTc °' v U FU7 U ,V O w w \ w Q ° •� LLJ 0 Z N- O M N F-- CM Z o to N N N w Q C> Lill w Ol. Z NZ O 2 Q� a On co �� P O Q' ARCHITECTS PLANNERS JOB NUMBE/R- 18-1(0 DATE 04-11-19 SHT A� I.O REVISIONS LIST OF ABBREVIATIONS 1 A.F.F. ABOVE FIN15H FLOOR B.O. BY OWNER CENTERLINE CAB. CABINET CANT, CANTILEVER CONC. CONCRETE CONT. CONTINUOUS CPT. CARPET DIA. DIAMETER D.F. DOUGLAS FIR EA. EACH EE EGGSHELL ENAMEL EQ. EQUAL EXIST. EXISTING EXT. EXTERIOR F.D. FLOOR DRAIN F.F. FINISH FLOOR FEX FIRE EXTINGUISHER CAB. F.O.F. FACE OF FRAMING GA. GAGE GALV. GALVANIZED GWB GYPSUM WALL BOARD GALv. GALVANIZED HDR HEADER H.F. HEM FIR HR HOUR IN5UL. INSULATION [B.C. INTERNAT'L BUILDING CODE iD. INSIDE DIMENSION MAT, MATERIAL MAX. MAXIMUN MiN. MINIMUM NLB NON -LOAD BEARING N.T.5. NOT TO SCALE O.C. ON CENTER PLWD PLYWOOD P.T. PRE55URE TREATED RAID. RADIUS RM. ROOM 5F. SQUARE FEET S.G. SAFETY GLAZING SGE SEMI -GLOSS ENAMEL SIM. 51MLIAR S.O.G. SLAB ON GRADE 5Q. SQUARE 54V STAIN AND vARNI5H TEMP. TEMPERED TYP. TYPICAL VB, VAPOR BARRIER VCT VINYL COMPOSITION TILES VIF VERIFY IN FIELD V5G VINYL SHEET GOODS W.G. WATER CLOSET BUILDING DATA FASTMdG BILDMM AREA CONSTRUCTION DUILDIWs TYPE PER IBC SPRINKLED A 16222 V-A YES B 9010. V-A NO BM DMS C, D, AND E TO BE REMOVED C 71,560s V-A NO Level I 4,056 Level 3,150 D 1,084 V-A NO E 1,192 V-A NO i PER KING COUNTY ASSESSOR BULDIINGS UPON PROJECT CONPLETION BUILDING TYPE ..: IBC��. oNO MMTRY 32,640 (CONDITIONED) V-A YES CENTER (32,160 INCLUDING OVERHANGS) Main Level 16,640 (CONDITIONED) / (16,160 5F WITH OVERHANGS) Basement 16,000 (CONDITIONED) APPLICABLE CODES International Building Code (IBC), 2015 edition, including Appendices E and J Washington State Amendments, WAG 51-50 and RGW 1921 4 10.92 Accessibility Code ICC/ANSI A111.1-2009 International Mechanical Code (IMC), 2015 edition Washington State Amendments, WAG 51-52 and RGW 1921 International Fire Code (IFC), 2015 edition, including Appendices B, C, E, F, and i Washington State Amendments, WAG 51-54A and RCW 1921 International Existing Building Code (IEBC), 2015 edition International Fuel 4 Gas Code (IFGC), 2015 edition International Property Maintenance Code (IPMC), 2015 edition International Energy Conservation Code (IECC), 2015 edition Washington State Amendments, WAG 51-i1R 4 51-11C and RGW 1921 Washington State Energy Code (W5EC), 2015 edition National Electrical Code (NEC), 2011 edition Washington State Amendments, WAG 296-43, 296-45 4 296-468 and RGW 1928 Uniform Plumbing Code (UPC), 2015 edition, excluding chapters 12 and 15 Washington State Amendments, WAG 51-56 and RGW 1921 Federal Way Revised Code BUILDABLE LANDS CALCULATION CATEGORY • ACRES GR055 LAND AREA 3.10 CRITICAL AREAS 0 RIGHTS -OF -WAY 0 PUBLIC PURPOSE (Stormwater Pond) 026 NET LAND AREA (3.10-0.2(o) 3.44 i DRAWING INDEX ARCHITECTURAL: A-1.0 EX, SITE PLAN, PROJECT DATA, VICINITY MAP A-1.1 PROPOSED SITE PLAN A-2.0 FLOOR PLANS (2ND 4 3RD) A-3.1 EXTERIOR BUILDING ELEVATIONS A-32 EXTERIOR BUILDING ELEVATIONS CIVIL ENGINEERING: C-100 COVER SHEET C-200 TESL AND DEMOLITION PLAN C-201 TESC NOTES AND DETAILS C-300 HORIZONTAL CONTROL AND SURFACING PLAN C-400 GRADING AND STORM DRAINAGE PLAN C-401 STORM DRAINAGE NOTES AND DETAILS C-402 STORM DRAINAGE NOTES AND DETAILS C-50O SANITARY SEWER PLANS C-501 SANITARY SEWER NOTES AND DETAILS STOP C-600 WATER PLANS \ �,,. f,,-- /,n<��.- G-601 WATER NOTES AND DETAIIrS ` aF 10" LANDSCAPE: �. STOP ! ^ V • Y� I L-1 LANDSCAPE Pl A4 RTH RIK..-2 LANDSCAPE -PLAN - SOUTH V / / I L-3 PLANT4N6 DETAILS TR-1 TREE REPLACEMENT r- �•' / '. %i CHURCH I / / IC T' ell NX f C34» /f Nz J26» { 03 ELK Iil�i ,/� U6"� / I _ I I 0" N TOTAL EX16TING SINGLE FAMILY RS9.6 %j�// P10" I I Y PAVED PARKING = 35 HIGH DENSITY ZONE /i /'j''�i� ��,� i / I I _z / ce 1 / Q 1 ,i' /�� I Y l - I� M III// y ' 5 �ry BOULRER BUILDING •A• ____; � 16,222 SF ___ r= P20" TO REMAIN I I' P 18" ��-F20" /// .. ' �J / / /// �/ \ / L / / // /// / — / a t ' \ TOTAL qFF=SITE PARING/8023 PER SEPA DNS 166 STREET �/ ( APN 052104902 54 84YFEDERAL/W ///// // // PUBLIC SCHOOL BUILDING C 7,806 SF 011 lu LU GRAVEL / OULI3ERS BUILDING 'B' i LiI /� SINGLE FAMILY N RS9.69,670 SF 161 HIGH DENSITY zONE 12'TO REMAIN BUILD ROCKERY f '' 1,084 SF / I �, $ Y A :P \ 22 _ CURB r O it I \ (TYP)� I GRAVEL 0-0� 1 W42" ' '/ �` w / -O \ � \ f //i / /� \ 1 I 1 1, BUILD E TOTAL EXISTING I I / / 8» 1 / 16» /� 1 I I I 1� 1,792 SF UN -PAVED PARKING = 90 Y CONTAINER —� I / \\ r _CONTAINER"' \ / / RI . _ _ _ j SING FAMILY RS9.6 / / 0 . ✓ \ \ \ \ / / ( I I \ \ \ \ HIGH IDENSIlY ZONE / Y i RAPS / GRAVEL RR TIES00 / /4'L \ L\ i �L ' ?6'1W06LD� �` G{ 7 \ — — \ 4� 6' WOOD1� �6' WOOD N89' 03' 2 W �� — � T \ I 1 APN 0521049142 �APN 153900130 APN 5153900120 / APN 5153900110 I AP 5153900080 1 / REGITZ / � MALE ' KESLER / GRENG IH4 PROPERTY ,�o� I BORROWER LP �i SINGLE FAMILY RS7.2 SINGLE FAMILY RS7.2 SINGLE FAMILY RS7.2 HIGH DENSITY ZONE HIGH DENSITY ZONE HIGH DENSITY ZONE EXISTING SITE PLAN etas• r-sa-o• VICINITY MAP SCALE- NONE CONSULTANTS OWNEE SURVEYOR Christ's Church at Federal Way AHBL 941 South Dash Point Road 2215 North 30th Street Federal Way, WA 98003 Suite 300 ARCHITECT: Tacoma, WA 98403-3350 PRIMARY CONTACT (253) 383-2422 The Keimig Associates LANDSCAPE ARCHITECT: 301 D Street 5E BRADLEY DESIGN GROUP Auburn, WA 98002 Kathleen Bradley Reader (253) 939-3232 4330 N. Lexington St FAX: (253)135-1309 Tacoma, WA (253) 212.4840 STRUCTURAL ENGINEER AHBL Ken Leland, PE, SE 2215 North 30th Street Suite 300 Tacoma, WA 98403-3350 (253) 383-2422 CIVIL ENGINEER AHBL Todd Sawin, PE 2215 North 30th Street Suite 300 Tacoma, WA 98403-3350 (253) 383-2422 PROJECT DATA PROJECT LOCATION: 941 South Dash Point Road Federal Way, WA 98003 ASSESSOR PARCEL NUMBER 052104-9092 161,110 5F. (3.10 ac.) Q5TR: 5E-5-21-4 LEGAL DESCRIPTION: POR NW 1/4 OF SE 1/4 DAF - BEG 5E CO 5D NW 1/4 OF 5E 1/ TH 5 89-53 -59 W 210 FT TO TPOB TH N 0-05-23 E TO SEL MGN OF MALTBY RID (5 DASP POINT RD) TH 5WLY ALG SD SELY MGN TO 5 LN OF SD NW 1/4 OF SE 1/4 TH ELY ALG SD LN TO TPOB ZONING DESIGNATION: RS9.6 0ZIFIREHENSIVE PLAN DESIGNATION: SINGLE FAMILY, HIGH DENSITY BULK LIMITATIONS: REQUIRED YARDS: FRONT- 30' SIDE- 30' REAR- 30' MAXIMUM BUILDING HEIGHT- 30' MAXIMUM LOT COVERAGE- 15% IMPERVIOUS CALCULATION: TOTAL 51TE = 161,110 SF. LANDSCAPED/NATURAL AREA = 56,662 SF IMPERVIOUS AREA = 104,508 SF (64,5%) PARKING: REQUIRED PARKING RATIO: 1 for each 5 seats or 10 lineal ft. of bench seating (NO ADDITIONAL SEATING WILL BE ADDED TO THE MAIN SANCTUARY. THE MULTI -PURPOSE BUILDING ADDITION AND SUPPORT SPACES SERVE THE EXISTING CONGREGATION) \ PARKING 51ZE AND DE51GN STANDARDS F STALL SIZE DRIVE AISLE i tt STANDARD 9' x IV 255 COMPACT 8' x 15' 25' 1 ACCESSIBLE 8' WIDE / V ACGESS AISLE (5' NON -VAN AISLE) EXISTING PARKING: PAVED UN -PAVED ACCESSIBLE PAVED ON 51TE: 29 90 6 OFF SITE: 166 (PER SEPA DNS 02-101-602-00-SE) 'Upon completion of a proposed parking I addition at 5aca jawea Junior High School, a total of 166 parking stalls will be availak to the Church use from the junior high schc site via a reciprocal parking and access agreement' NEW PARKING: 55 STANDARD 49 COMPACT 4 ACCESSIBLE 2 TOTAL PARKING AVAILABLE TO CHURCH- 256 TOTAL ON -SITE: 90 OFF -SITE: 166 CD CD 00 Q 0 iZ Q W Q O LL � MU L..L o = O_ U co � VJ i� x LiJ ♦^ Q� I.LM °' U U i FFn co o zo WLd z ; Z N O M CV I1--_ c'M O 0- CV) Z O: w M 1— Q NLO N C)w��LU w o, Z cc 0 ~Z = N 0 ce co OD CoQ �0 Q P ARCHITECTS PLANNERS JOB NUMBER- 18-1(0 DATE 04-11-19 SHT Al■O 1 of 5 REVISIONS EAM DE)&LOEMNTS N� A5F I COMPLETED 2004 CON5TRUCT 16,222 5F MAIN AUDITORIUM A550CIATED ROW IMPROVEMENTS ON SITE 'PARKING IMPROVEMENTS OFF-51TE SNARED PARKING IMPROVEMENT WITH 5ACAIAWEA MS PHA5E II COMPLETED INSTALL 1,064 5F MODULAR BUILDING IN5TALL I,i92 5fi MODULAR BUILDING IN5TALL GRAVEL PAWING LOT THIS APPLICATION PHASE III TO 5EGIN LATE 2019 REMOVAL OF TWO MODULAR BUILDINGS DEMOLITION OF TWO 5TORY 1,606 5F 5UILDING CON5TRUCTION OF TWO STORY 32,640 51= MIN15TRY CENTER FUTURE DEVELOPMENT PHA5E IV NO TIMELINE SPRINKLE EXISTING U10 5F BUILDING MINOR INTERIOR SPACE RECONFIGURATION NOTE. THIS DRAWING 15 FOR INFORMATIONAL PURPOSES ONLY AS REQUESTED AS PART OF THE PROCESS IV APPLICATION i / / / / / if / I / 1/ r / / , r / VA 6' CHAIN LINK x 6' OOD APN 0521049142 a`b APN 5153900130 �. I 1 REGITZ / oaf MALE P I a APN 5153900120 KESLER ' =': '.. '• :r:' ""r._' ` APN 05210490�4� FEDERAL�W�Y PUBLIC SCHOOLi Y r' £X15TING 5ACAJ4EA r SCHOOL 51-# D ,r t1PARING, NO CHANdk.- -''f tko fiHARED PARKING �' x.— x— x x x--x x 4 APN 5153900110 I APN 5153900080 GRENG I I1-14 PROPERTY BORROWER LP I TER PHASING P 1 ,r i / Yam/ N CD 0) 7C 0 ry 0 . O V J Q o ry W -4--J W O o_ i x W Q\ cc T Qi C) L_ Ea .vi LAJ LLJ F- — to S Lj T Q f� �1. a w o QN ! N � Z `N M �,J N }^... M {.� O) Zuj co O: 1-- N C:) N W Q. co �y i w o, Z Z m r., m M Q V ARCHITECTS PLANNERS JOB NUMBER - DATE 6-3-19 SHT M P 1 of 1 'AD\2018\18-16 Christ's Church\Church Site Plan 043019.dwg, 6/3/2019 7:12:21 AM, Oce PlotWave 300 - WPD2 REVISIONS .442.58 ABOVE AVERAGE BUILDING ELEVATION ELEVATION AVERAPE 14EIGHT NORTH ( 26-5 + 33'-81/2' 2 = 31'-21/4' WEST ( 33'-81/2' + n'-O' ) / 2 = 31-4/4" SOUTH ( 32'-0- + 32'-0' ) / 2 = 32--0- EAST ( 213'-0' + 26-6' ) / 2 = 281-10, TOTAL 123'-41/2' AVERAGE IBUILDNG ELEVATION = (123'-41/2') 4 10 FUJRC 19.200.050 CHURCHES RS ZONE SPECIAL REGULATIONS 5. Architectural extensions of flat rooflines such as parapets and articulated cornices may exceed the 30-ft. base height limit by three 6. Maximum', height of any portion of the principal structure may be Increased from 30 ft. to 40 ft, If all of the following are met. a. The additional height is necessary to accommodate the particular use conducted in the building, and b. Each required yard abutting the structure is increased one ft. For each one ft. the structure exceeds 30 ft, and c. An increase in height shall not block views designated by the comprehensive plan. f M if t M \X11 vn- z z /N z- 00--L IN5 X 429-58 —LOWER LEVEL FINISH FLOOR 429.68 SOUTH ELEVATION, SCALE- 1/8"1-1-0, MECHANICAIiii. HVAC a/-Int-t--k I 1k le- - .. . . .. I . -- — — .—.I — — — I- — 1 L__ :.\CAD\2018\1 8-16 Christ's Church\1 8-16 Christ's Church 11 1218.dwg, 12/4/2018 3:24:54 PM, Oce Plofflave 300 - WPD2 WEST ELEVATION, SCALE, 1/890 11-09 MNG GRADE ARCHITECTS PLANNERS JOB NUMBER 18-1(0 DATE 11-I9-18 SHT-A—&O 4- OF 5 CHRIST'S CHURCH MULTI -PURPOSE BUILDING A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC.05, TWN, 21 N., RGE. 04 E. W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON. ,r lo_< /. tX15 I INCj HYUKAN 1 I U tit RELOCATED PER LAKEHAVEN WATER AND SEWER DISTRICT'S DIRECTION. 9 Know what's below. Call before you dig. DATE: November 15, 2018 FILENAME: Q:\2018\2180539\10—CIV\CAD\_Land Use Review\2180539-SH-TESC.dwg iii --Lif;I..,T AH A_" GRAPHIC SCALE law 0 15 30 60 TACOMA - 1" = 30 FEET I 2215 North : 253.383.2422 T.E.S.C. LEGEND IP INLET PROTECTION REMOVE EXISTING UTILITY CL CLEARING/PROJECT LIMITS — — — — — — — — — — — SL SAWCUT LINE SF SILT FENCE D C-201 KEY NOTES: OPRESERVE EXISTING UTILITY TO REMAIN. O REMOVE EXISTING CATCH BASIN. CAP AND ABANDON EXISTING PIPE EXCEPT UNDERINEW BUILDING LOCATION REMOVE PIPE. OEXISTING PONDI! TO BE TEMPORARY SEDIMENT POND. OREMOVE RIP RAP PRIOR TO FINAL SITE STABILIZATION OREMOVE EXISTING CONCRETE WALK OREMOVE SHED (D REMOVE EXISTING ROCKERY CITY OF FEDERAL WAY EROSIONISEDIMENTATION CONTROL NOTES: 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN O.E. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (I.E. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED OR A PERIOD OF 15 DAYS, SHALL BE IMME I TELY STABILIZED WITH THE APPROVED ESC METHODS (I.E. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ET ) 8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IM EDIATE ATTENTION, SHALL BE ADDRESSED WITHIN 15 DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT 3E ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEA14ED 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.5.2 OF THE KCSWDM ARE IN EFFECT BEGINNING OCTOBER 1 THROUGH APRIL 30. 13. ANY PERMANENT RETENTION/DETENTION FACILITY USEDAS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHIkLL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS A14 INFILTRATION OR DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANKS R VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (I.E. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. 16. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE, PROTECTION SHALL BE PROVIDED PER SECTION 22-1568 (C) (6) (A-G) OF FWRC. kTTLE - SPOKANE - TRI-CITIES treet, Suite 300, Tacoma, WA 98403 253.383.2572 FAX www.ahbl.com WEB Pro'ect lii CHR I CHURCH MU I -PURPOSE ILDING Client: C T'S CHURCH 941 jQWH DASH POINT ROAD F WAY, WA 98003 �Erl_ C HOOVER 2180539.10 LAN MUSE REVIEW ER 28, 2018 ►�1sTOPN N4 v464416 Z��GISTER�.w� Cs SIONAL � 11.0"' " NOTICE OF THIS DOMMENT SW NVALHDATE THE QL SEAL AND S GNAM E PUBLICATION OF ENT DOES NOT OERO!,ATE FROM RESEALED RUM N R THIS DOMIYFNT S FOR USE DE PROJECT HDOflm N THE TITLE am DT TO BE USED FOR NPAK REMODEL OR THAT PROM OR FOR ANY OTHER PROJECT. 1 Revisions: Sheet Titl ESC AND LITION PLAN DE Designed Drawn by: Checkedby: ML TCS AJB Sheet No. r=200 of 11 Sheets CHRIST'S CHURCH MULTI -PURPOSE BUILDING A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC.05, TWN, 21 N., RGE, 04 E. W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON. SEDIMENT ACCUMULATION NOTES: 1. FILTERS SHALL BE i NSPECTED AFTER EACH STORM EVENT AND CLEANED OR REPLACED WHEN 1/3 FULL. 2. INSTALL INLET PROTECTION IN ALL NEW STORM STRUCTURES THAT WILL COLLECT STORMWATER AS THEY ARE INSTALLED. INLET PROTECTION NOT TO SCALE PROVIDE ADEQUATE STRAPPING POLYETHYLENE CAP PERFORATED POLYETHYLENE CORRUGATED DRAINAGE TUBING, DIAMETER METAL RISER MIN. 2" LARGER THAN DEWATERING ORIFICE. TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294. WATERPROOF COUPLING TACK WELD TEMPORARY SEDIMENT POND BOT ELEV:394.0± 2' MIN. 6" IMIN. 18" MIN. CONCRETE BASE 2X RISER DIA. MIN. K` D V® SEDIMENT �POND RISER NOT TO SCALE Know what's below. Call before you dig. DATE: November 15, 2018 FILENAME: Q:\2018\2180539\10 CIV\CAD\_Land Use Review12180539-SWTESC.dwg EXISTING CATCH BASIN DEWATERING ORIFICE, SCHEDULE 40 STEEL STUB MIN. 3.95" DIAMETER ORIFICE ALTERNATIVELY, METAL STAKES AND WIRE MAY BE USED TO PREVENT FLOATATION 0 FILTER FABRIC MATERIAL MIRAFI 100 NS OR EQUIVALENT 2" X 2" BY 14 GA. WIRE FABRIC OR EQUIVALENT, AFFIX TO POST PROVIDE 3/4" -1 1/2" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE 2" X 4" WOOD POST OR STEEL FENCE POST ORANGE FILTER FABRIC MATERIAL 60" WIDE ROLLS - USE RINGS TO ATTACH ATTACH TO WIRE FABRIC EXISTING FRONTAGE ROAD EDGE OF EXISTING PAVEMENT GEOTEXTILE 4"-8" QUARRY SPALLS CONSTRUCTION ENTRANCE NOTES: 1. MATERIAL SHALL BE QUARRY SPALLS PER WSDOT 2014 STANDARD SPECIFICATION 9-13.6 AND MAY BE TOP -DRESSED WITH 1 "-3" ROCK. 2. THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 100 FEET LONG. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4. IF THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH A SILT FENCE. 5. GEOTEXTILE SHALL MEET THE FOLLOWING: GRAB TENSILE STRENGTH 200 PSI MIN. GRAB TENSILE LONGATION 30% MAX. MULLEN BURST STRENGTH 400 PSI MIN. AOS 2-45(U.S. STANDARD SIEVE) CONSTRUCTION ENTRANCE NU I I U bUALt CHAINLINK FENCE 2.0' MIN. , SIDE VIEW 0 CV 0 - MINIMUM ■■■■■■■■■■■■■I.�I■■■■■■ ■■■■■■■■■■■■■■■■■■■■■u�i■■■■■■ ■■■■■■■■■■■■■■■■■■■■■Ioi■■■■■■ EXISTING ■■■■■■■■■■■■■■■■■■■■■in;■■..�: GRADE■■■■■■■■■■■■■.._..■■u�i■■■■■■ ■■■■■■■■■■■■■■■■■■■Ini■■■■■■ W - ---..■■■■..-------0'-.■■■■ SILT FENCE \1/lT T/1 nnn, r ,, ,v vVl "" NOTES: AASHTO M294. 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST WITH A MINIMUM SIX-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. 0 L6 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF SIX FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30") 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY EIGHT INCHES WIDE AND TWELVE INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST ONE INCH LONG, TIE WIRES, OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF FOUR INCHES AND SHALL NOT EXTEND MORE THAN THIRTY SIX INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND TWENTY INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN THIRTY SIX INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. — 2" X 4" BY 14 GA. WIRE FABRIC OR 6. WHEN EXTRA -STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE EQUIVALENT MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE (S) APPLYING. BURY BOTTOM OF 7. THE TRENCH SHALL BE BACKFILL WITH 3/4 INCH MINIMUM DIAMETER WASHED GRAVEL. FILTER MATERIAL IN 8"X12" TRENCH 8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. — 2" X 4" WOOD 9• FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING POSTS, PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. STANDARD OR BETTER, 10. CONTRIBUTING LENGTH TO FENCE SHALL NOT BE MORE THAN 100 FEET. OR STEEL FENCE POST 11. DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR. 12. DO NOT DRIVE OVER OR FILL OVER FILTER FABRIC FENCE. TA( 221 AJB SEATTLE • SPOKANE • TRI-CITIES 30th Street, Suite 300, Tacoma, WA 98403 TEL 253.383.2572 FAx www.ahbi.com WEB ,IST'S CHURCH LTI-PURPOSE BUILDING HRIST'S CHURCH 1 SOUTH DASH POINT ROAD FEDERAL WAY, WA 98003 MAC HOOVER 2180539.10 D USE REVIEW NOVEMBER 28, 2018 m _ _ ' VINAL " A 11V"z~ NOTICE ALTERA7DN OF THS DMIAENT SAIL NYALDAIE THE PROFESSIONAL SEAL AND 510NA7111E PIIBtICAIION DF 1H6 D0011NENi DOES NOT DFROGAIE FROM RESEM ONNEIiSNV RKiiTS IN IT. 7M DOCUMENT IS FOR USE ONLY FOR 7HE PRO= DfMM Mi D E M a= AND IS NOT TO OE USED FOR IUAK RENOOFL OR ADDITION TO THAT MELT OR FOR ANY OW PROJECT, le: TESC NOTES kND DETAILS bv: Drawn by: Checked by: ML TCS C=201 3 of 11 Sheets CHRIST'S CHURCH MULTI -PURPOSE BUILDING A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC.05, TWN. 21 N., RGE. 04 E. W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON. FeFava-^^a...rF,.e.:rtr • •,, l �,..'"'. r ,r'✓'' 12" CPP CS•E iE.-434.67 12r' CPP,i^€". Je r '_`4,_t4. C' (3 ER NW A "~'^ r ` y,. • ;•"''ram l STOP � STC8 5378 RI4 =436.72 8" IP SE 1E=435.02 STC8 5104 RIM=453.0� 12" CPP N IE=429.74 12" -PP SW iE=429.79 _R 12" CPP SW1 =429,74 �� f � xOp E_- � r �. r' ' � /�' ✓ � � � CHURCH STCB 5288 RIM=43 ,1 r t ®� S5 v A S^ .. 6" VC SW 1E =4 51.41 / � d, r i� 1 RI 43. 9 f 8," P SW I 4 i. G4. 12" CMP 1.'' STCB 507 RIM" 4 5.3:, IE=433.01 / Cs 1 yr r� r{ ✓ . - __',_STCB 506 �' I 4 *9 , 8 . 12" CPP N� 1E 450.70 / :� rr ... t % 1? °' lit_ E .,_> r r' ✓ i / � 8 IP SW IE 4 z 4" PVC SEE 431.80 12" CAP NW €E 434.6 ;AN ` SEE PIPE N:.:: /loor- ' p I,- ,� J w i / rSTCB 557,�D,4 f I 2,: I �J' r ✓ rP P 100, SIC.... ...... F 12" CPP N (E=4 6,73 \/ i fJ, 12" uPP SW IE_.426.71 /\ f i/ LE�Af,1 I C s 'E�-iir- F� o STM H /✓ Jf�i'°J% / tt �fit,Irti ✓• IF l ' I 30"Pv1 ✓ r.. .s/` `£ i :_. LA DER .._ P / o ✓o p i:" j ATER VAULT � /O/ i 1 P vc r ,t 4 I, // j I .' &ji 1' MH ,557 RIM=438.90- :€ / / € I / 4" PVC SE IE=432.22 Jlr , , r # - yi / 5 P O. 6" PVC S IE=432.25� j. i:_ BOULDER LA__ . Qt , r � / � ✓'� f i f 1 6" PV(" NW 'r _;` . , j , . ---f -' ' fS LADDER N STCB 5526 RIM=4319� 2.; . ..._ \ i" Ff 8i" CPP SW IE=435.58 ';; ` � ,i �� ? � . � 1; 8" IP PJW IE.=435:5' f f #t _r p ; Ip r \� ^ E F f + t BUILDING A SIC 1C=>?= II �1. 5�; -mit I " ; _ } 8" CPP NE IE=�,36 r-3 rw F F=439 79 ' 8' CPP SW IE=436.00 1 _ 3 # STCB 1189 RIM-439.39----,; 8" CPI' N;_ IE=455.29 7l/V43.{0 z` DOOR FG: 440.21 Y.� #t� _ ' fib V r- I W - 4�29.00 � � � � �;.. f STCB 509 RIM=424.853 - � / j ✓ /' ! f i/ j s s ¢ \ 12°' CPP NE IE=422.1 : f j /;l ' DOOR FG: 440.21 DOOR FG: 441.20 , „ i Ii i f 2, .z il;r#I;f. €€ l 12 CPP SW IE=422,11 � � l r~ � i � �Ir' , ; I{?Ii't „ 1► �� 1F`<rCl.sATlOr�- iCONTROLS : STREET i APN 0521049024 \ 4 c N 'O J j ( :, iv'io FEDERAL WAY J `r r �` \ CB #2 -� / I PUBLIC SCHOOL FG:443.00 C ; - t CB TYPE 1 1 C-401� RIM:440.71 XpQ1 IE: 438.21 12 (E) rp ,� Y FAG: 436.42 IE: 438.21 12" (S) h FL442.31FL G: 436.75 F 3 �,, �� f 41 29 O• ' 43 4"PVC FL: 44 �. ,A 420. 58 ---� / 1 /! TOP= 436. 29 / , t =. =� 1�,1 ' L i S r i E=416,5;3 / BUILDING 'B' t {, 438.00 FG:443.00 { FG- E=416. 5C / �� r f ji ----- --. #f FF=436.24; r I FG: 434.00 DOOR FG: 443.23 a g ' r 1 j FG: 443.00 �` DGCB #1 i f , ; STCB 1707 RIM=435,13 PROPOSED `a` c 43 4" PVC N I:-=434. s� CB TYPE 1 Psi: E=34.3c II MULTI -PURPOSE °� ` IE RIM: 441.00 c-4o1 ` 1 j 4" PV`C W E=434.6 FG:443.00-, p!k`L '( IE: 438.90 12" (W) 1 j I BUILDING ,, 132LF`1 ' [X 0.50% r - I t 'TW=433A 4' L 442.43 /j { �p • 29. f jj ,� FF=443.25 } o / / Iri f----STMH 399 RIM=433.93 ( DOOR FG: 443.23 FL: 442.47 ; NABLE TOP OPEN fi bQOi FG: 434.00 FG: 443.00 PJ t ._ D LID W: CAI PAC) LOICK e A: 442.44 r \ _k� AE=43. : ; I` ) �t 3 a FL: ,i 2 3 \ C2DOOR FG:443.25 l I DOOR FG 443.25 FG: 443.00 �_ FL: 44 44 Ir, FL: 435.91 _> _ p r : 437.45 D_F_ ,_.....3. - FL:`442.4 F : 442.44 x G' 443.00 <. FG: 438.91 FG: 443.00 ,. r FL: 442.44 ; (� 1 r DOOR FG: 443.25 `* .� C 401 FG: 438.80 '�- FL:438.39 DOOR FG: 434.00 � 3�: O 4 u �) ` o o � ` -:FL: 438.75 FG:442.88 j l t _ IT o i FL: 442.44 I 3 f I M �� '� „� 2r14 LF 12" @ 2.47% 4 LF 158 1 F @ 0.5 /O �, -�`W _�._ -- ,.-_. _ FL: 438.13 L: 438.75 :o Cq i 1 _433.00 'K o _ FL: 36.44 12 LI= (2 @ 8:46 j° _ \ \ BW - 433.00 / };,. FL: 442.1944 �j AN L - s ' 443.25 r ; 11 LF 12" @ 20.77% .._.. N89' 03' 20"W APN 0521049141 ��alb APN 5153900130 APN 5153900120 APN 5153900110 APN 5153900080 REGITZ / �°' MALE ' KESLER / GRENG I IH4 PROPERTY ? . TW = 433.00 CB #5 BORROWER LP {{ BW = 429.00/ o`' zoo I CB TYPE 1 C 1 CB #3 CB #4 C ~I �1 STCD 513 RIM=411.56 12" O < NE IE=409.86 12" CONC SW E=409.68 CB #6 CONTROL STRUCTURE 1 54" TYPE 2 CB RIM: 432.50 A IE: 427.00 12" (S) C-402 RIM: 435.24 C-401 CB TYPE 1 CB TYPE 1 IE: 432.26 12" (E) 1 RIM: 442.00 C I RIM: 442.26 C-401 IE: 432.26 12" (NW) IE: 437.55 12" (N) C-401 I IE: 439.00 12" (W) IE: 437.55 12" (W) IE: 438.71 12" (E) T GRAPHIC SCALE 0 15 30 60 1" = 30 FEET GRADING LEGEND O v O v O v O O O O O O RIPRAP PROTECTION :> O O O O O b ■WENNNEENNEE RETAINING WALL - - - - - - - - - - - SAWCUT LINE KEY NOTES OROCK PROTECTION, SEE DETAIL OMATCH EXISTING GRADE AT SAWCUT LINE OROOF DRAIN, SEE NOTE BELOW OPROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING ROOF DRAIN NOTES THE ROOF DRAIN LAYOUT SHOWN IS AN ESTIMATE ON THE OPTIMAL LAYOUT. THE CONTRACTOR SHALL VERIFY THE ROUTE IN THE FIELD. THE ROOF DRAINS SHALL BE TIGHTLINED TO 4" PVC DRAIN PIPE WITH A MINIMUM SLOPE OF 2%. EARTHWORK QUANTITIES CUT = 3,980 CUBIC YARDS FILL = 530 CUBIC YARDS NET = 3,450 CUBIC YARDS (EXPORT) NOTES: 1. THE ABOVE QUANTI IES ARE ESTIMATES ONLY INTENDED FOR THE PERMITTING PROCES . DO NOT USE FOR BID PURPOSES. THE QUANTITIES DO NOT HAVE STRIPPING, COMPACTION, OR CUT OR FILL ADJUSTMENT FACTORS APPLIED TO THEM, NOR DO THEY ACCOUNT FOR PAVEMENT, SIDEWALK OR BUILDING SECTIONS. i RETAINING 1;iVVALL NOTE RETAINING WALLS OVER 4' IN HEIGHT SHALL BE DESIGNED BY OTHERS AND CONSTRUCTED UNDER A SEPARATE BUILDING PERMIT. T, • SEATTLE • SPOKANE • TRI-CITIES 22151 253.3 0 30th Street, Suite 300, Tacoma, WA 98403 2 TEL 253.383.2572 FAx www.ahbl.com WEB Pro' Title: IST'S CHURCH C LTI-PURPOSE BUILDING HRIST'S CHURCH SOUTH DASH POINT ROAD EDERAL WAY, WA 98003 MAC HOOVER 2180539.10 ID USE REVIEW NOVEMBER 28, 2018 0 T OPx��' �,-P RE 1 STERE9 �SSIONAL�� NOTICE ALTERATION OF M DOUIND9 WALL NYAUDAIE THE PRWESSMX SEAL AM SRNATURE PUBU 70 OF TINS MN W DOES NOT DEROGATE FROM RESE M OWlERSIF RR M N IT. TNIS DOMWff IS FOR USE ONLY FOR TW PROW RENM N N TIRE BLOOM AND IS NOT TO BE USED FOR REPAR, REMODEL OR ADDITION M MT PRO= OR FM ANY OTNER PROW. 3RADING AND ORM DRAINAGE PLAN Drawn by: Checked by: ML TCS C=400 Know what's below. Call before you dig. DATE: November 28, 2018 FILENAME: Q:\2018\2180539\10-CIV\CAD\_Land Use Review\2180539-SH-GRAD-STRM.dwg 5 of 11 Sheets 440 435 430 425 420 CHRIST'S CHURCH MULTI -PURPOSE BUILDING A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC.05, TWN. 21 N., RGE. 04 E. W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON. NOTES: 1. AN EXPANSION JOINT CONSISTING OF 3/8" PRE -MOLDED JOINT MATERIAL SHALL BE PLACED FULL DEPTH AROUND HYDRANTS, POLES, a ¢ PLANTING STRIP.`..'.`.'.'.'.'.'. ' POSTS, AND UTILITY CASTINGS. SEE DETAIL AT RIGHT. O3 p' 2. AN EXPANSION JOINT CONSISTING OF 3/8" PRE -MOLDED JOINT I I I I I, MATERIAL SHALL BE PLACED IN THE UPPER 2 INCHES OF CURBS AND / SIDEWALKS AT 10 FOOT INTERVALS AND AT SIDES OF DRAINAGE INLETS. (JOINT MATERIAL OF 2X2" DEPTH MAY BE USED IN LIEU OF 2" DEPTH). 3. EXPANSION JOINTS IN SIDEWALK SHALL BE LOCATED SO AS TO ----- EXPANSION JOINT / / MATCH THE JOINTS IN THE CURB AND GUTTER, WHETHER THE SEE NOTES AT LEFT SIDEWALK IS ADJACENT TO THE CURB OR SEPARATED BY A PLANTER --- -- - --- DEPTH GROOVE STRIP. MAX. 5' C-C-C 0 M / 1 4. TOOL MARKS, CONSISTING OF 1/4-INCH 'V'-GROOVES SHALL BE j C' I MADE IN THE SIDEWALK AT 5 FOOT INTERVALS, INTERMEDIATE TO THE V .: EXPANSION JOINTS. '• .�. � . ; :' `: :: FULL -DEPTH EXPANSION SIDEWALK : . JOINT, ONE FOOT E 5. AN EXPANSION JOINT CONSISTING OF 3/8" PRE -MOLDED JOINT AROUND VALVES, MATERIAL SHALL BE PLACED FULL -DEPTH BETWEEN THE CURB AND " ' '�®L _ HYDRANTS, POLES, ETC. I ADJACENT SIDEWALK. 6. EXPANSION JOINT MATERIAL SHALL CONFORM TO THE REQUIREMENTS SEE NOTE 1 OF ASTM D994 (AASHTO M33). - - - - - = EXPANSION JOINT 7. MONOLITHIC POURS OF CURB AND SIDEWALK ARE NOT ALLOWED. , . A I A z" csT SECTION A -A ................................. I i BROOMED FINISH (TYP.) BROOMED FINISH (TYP.) WIDE, SMOOTH 3- PEERIMETER (TYP) TROWELED DE, SMOOTH TROWELED PERIMETER (TYP) CONCRETE CURB AND GUTTER CEMENT CONCRETE SEE CITY STANDARD 1/4" 'V'-GROG CURB AND GUTTER DETAIL DWG. 3-4 ~ \ FULL -DEPTH EXPANSION JOINT BETWEEN SIDEWALK AND CURB AND SEE NOTE 5 UTTER 1/4" 'V'-GROOVE SIDEWALK % EXPANSION JOINT IN BOTH EXPANSION JOINT IN BOTH ADJACENT CURB AND SIDEWALK CURB AND SIDEWALK TO CURB SEE NOTE 3 SEE NOTE 3. SIDEWALK AND PLANTER STRIP REV FEB 2017 VARIES F SIDEWALK ' 3/8" EXPANSION 2%_ JOINT - 1/2" RADIUS ° c 2% 4" GOING4 4 ' 4 a .. o. FOR CURB & GUTTER 2" CRUSHED SURFACING TOP COURSE USE DETAIL 3-4 VARIES I PLANTER STRIP I SIDEWALK F AS REQUIRED I-• 4" CONC. 2% 2, % a 4. e. . e ° .. a.' 2% I 2" CRUSHED SURFACING TOP COURSE FOR CURB &GUTTER USE DETAIL 3^4 NOTES: 1. FOR JOINTS AND SCORING, SEE FEDERAL WAY STANDARD FOR SIDEWALK SPACING, EXPANSION JOINTS, AND SCORE MARKS. 2. SEE DETAILS 3-6, 3-6A, & 3-7 FOR MINIMUM DEPTH OF CONCRETE THROUGH DRIVEWAY SECTIONS. 3. WHEN CHECKED WITH A 10 FOOT STRAIGHTEDGE, GRADE SHALL NOT DEVIATE MORE THAN 1/8 INCH AND ALIGNMENT SHALL NOT VARY MORE THAN 1/4 INCH. 4. CONCRETE SHALL BE CLASS 3000, WSDOT SPEC. 8-14. REV. MAR 2011 PUBLIC SIDEWALK AND CURB JOINTS DWG. NO. �+'®' PUBLIC DWG, N� WORKS AND SIDEWALK FINISH 3-3 �MOMVft WORKS SIDEWALK SECTION 3-12 SIDEWALK DETAIL ADTALK SECTION A NOT TO SCALE B NOT TO " PROPOSED FINISHED GRADE EXISTING GRADE \ \ i T"W:433:00 _ DESIGN,W.S. �LEV:432.50 I POND BOTTOM: 429.50 ...... •, a ,. , .... , : �'ri �.'.�'r..-`Lxw �'z`v:I:•.•c,•"'�t 3�....c ..•:: t c 3: tit aJ t' 18" MEDIUM J SRAIN SAND I 0.5' SEDIMENT STORAGE4.89' EXISTING GRADE PROPOSED FINISHED GRADE M C) LO CD 00 LC[) 0-)C) to r LO 1 d 0i) 0) 0) 06 Do 0+50 1+00 POND SECTION N-S SCALE: 1"=30' HORIZONTAL 1"=3' VERTICAL 440 440 435 435 430 430 425 425 420 420 * NOTE: CONNECT 6" PERFORATED UNDERDRAINS TO CONTROL I I I STRUCTURE CB # 6 _............ _. � I f I ��_� _ '�� -�.... PROPOSED FIN f S_R_ GRADE t TW: 43300 EXISTING GRADE / DESIGN W.S. ELEV: 43250 0.5' SEDIMENT STORAGE ----------------- ------------ 429.00 429.50 BW' POND BOTTOM: '. '.1 g•wJ;.'at.' y.,,y:,':a:'r.a-�t.;e`. .�>.1":.a �•:;'S.• . c.. ;yrs n r•-: . Sr..e .: .s i • o;.' a a .a N'.i' x t 1r s �i a_ '.• I ,t; .y ^ .'�• ..',•� . ;Y w i• [ of i\t: y i. � ' •• ' •µ j t . I • x'' �(ri )b a Ky � �.• �.�.:, �; _4;:tAt a .>'a > ? •c^^;. .. ,i :w>; � ° `•si.S.:+�.isi •�. ,•+ .�..r il. . L,R •a1•" ..>sr•�.. +< ::+,ia•:'�� '~ ..�^� .: r�1t'.[' ,...< �, ... '. 1--i•�N:•t:.'i; �. "c+. E.:• •;,ti.�• ":� r't.�_ •.evt,•1?'�vi'+',. .vi <'ft:.`t• ^'.e"••;^"�,�,�,� i. � i`:•`i T�.. ._ I I IE: 426.00 190 LF PERFORATED 6" PVC @ 0.00% ' 18" MEDIUM GRAIN SAND CB #6 CONTROL STRUCTURE, 54" TYPE CB I RIM: 432.50 W IE: 427.00 12" (S) I IE: 427.50 6" (N) STA: 0+93.31, 87.78 R (3 12 LF 12" PVC @ 8.46% 1 t\ M C) rn C) U) q 00 C) LO C) Ln Lo C) M p MN Po Ui N N N N 04 MN NN "t � � .4-'T I -'I - -4• �'I V Know what's below. Call before you dig. DATE: November 28, 2018 FILENAME: Q:\2018\2180539\10-CIV\CAD\ Land Use Review\2180539-SH-GRAD-STRM.dwg 0+50 1+00 1+50 2+00 POND SECTION W-E E SCALE: 1"=30' HORIZONTAL 1"=3' VERTICAL 440 435 430 425 10" TYPE 3 (HOT MIX ASPHALT) EXTR UDED C R U B F NOT TO SCALE ©�0�0FRAME AND CRATE G.a v NOTES: 1. CATCH IBASINS 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,ACCEPTA13LE ALTERNATIVE TO REBAIR, WELDED WIRE �'�'� s• FABRIC HAVING A MIN, AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL a COMPLY TO ASTM A497 (AASHTO M 227). WIRE FABRIC s• SHALL NOT BE PLACED IN KNOCKOUTS. 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE 6" RISER SECTION CLASS 14000. \f 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS 1 g3 BAR HOOP OF 2':, MIN. ALL PIPE SHALL BE INSTALLED IN FACTORY PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT BE GR UTED IF WALL IS LEFT INTACT. 0 s• 3p, 5. KNOCKCUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER ?o" DIAM. PLUS CATCH BASIN WALL THICKNESS. s` 6. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX. 5 / DIAM. OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. / 7. THEM DEPTH FROM THE FINISHED GRADE TO THE 12 12• RISER SECTION PIPE INVERT IS 5'-0". 8. THE T PER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. 2 /3 BAR HOOPS 9. CATCHBASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH / N REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-62I0. MATING SURFACES SHALL BE FINISHED TO ASSURE rye?� NON -ROCKING FIT WITH ANY COVER POSITION. 4'N�N 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, j3 BAR EACH CORNER PRECAST BASE SECTION / n I (MEASUREMENT AT THE TOP #3 BAR EACH SIDE I i / / / �I OF THE BASE) / v $3 BAR EACH WAY i JULY 2014 PUBLIC DWG. NO. WORKS CATCH BASIN TYPE 1 4-1 CATCH �BA�S�NT�Y PE1 C NOT TO SCALE I 1 1/2"R r(TYP) 2 3/4"R /-(TYP) �O ." - - - - - - - - - - - . I-�--_1_2' I i 2" 73(i" OR 1146" SECTION ELEVATION ISOMETRIC TYPE 'C' BLOCK TRAFFIC CURB NOTES: *8 * UNLESS OTHERWISE 1. SEE DWG. 3-3 FOR JOINT REQUIREMENTS. 2' NOTED ON PLANS 2. ROLL GUTTER TO MATCH POSTt SUPERELEVAT10N. 3. TO BE USED ONLY AS APPROVED BY THE PUBLIC WORKS DE_PT, 00000000000 0000 0 00-0 000 420 + O O O O O O Q 00000000000 INLET/OUTFALLPIPE O O O O O - _T PUBLIC �tl,� t(fC� 0000000000000000 WORKS PLAN / EXISTING AND/OR pU L Pt_ PROPOSED GROUND �FptL O 0U0 n0 00 =T`E 6" STREAMBED COBBLES PER WSDOT 9-03 11 2 12" MIN. DEPTH (12"0 PIPE) �R�IRAP �PROTECTION NOT TO SCALE + TO CONFORM TO CROWN SLOPE OR 0.02 FT./FT. MOUNTABLE MOUNTABLE CEMENT CONCRETE CURBCONCRETE CURBS B" EXPANSION JOINT 5" y._ FT. 0.02 FT 11! < 0.0S-i 2 e0 . Fi. FT. tV � - al m CEMENT CONCRETE >'•�'., �'.t'.',� a •. SIDEWALK 2" CRUSHED SURFACING TOP COURSE (CSTC) * NOTE: TOP OF UP AT DRIVEWAYS. NEW CEMENT CONCRETE CURB & GUTTER N �; .• PAVEMENT \ i a 'Y• I TOP OF CURB � AT APPROACH 7 3/4" CEMENT CONCRETE BARRIER CURB REV: FEB 2011 DWG. NO. CURB DETAILS 3-4 CURB ETA�IL H NOT TO SCALE L TACOM SEATTJU ULE SPOKANE TRI-CITIES 2215 NoAth Street. Suite 300. Tacoma. WA 98403 CH ST'S CHURCH M1 VI -PURPOSE UILDING Client: JUTH IST'S CHURCH 9 DASH POINT ROAD ERAL WAY, WA 98003 MAC HOOVER 2180539.10 LA USE REVIEW OVEMBER 28, 2018 TOP 1 py Vv AR' WASgj��ti -1 .r 46416w� ��' �EGISTEREO ,S`SIONAL �1 ///29/11A/I NOTICE ATION OF THIS DOgpEM SHAL NVADATE THE ESSIONAL SEAL AND SMATLNE. PUITIIC1170 OF DOCUMENT DOES NOT DEROGATE FROM RESSM RSIp WfIS N IT. THIS DOgRENT IS FOR USE FOR THE PROJECT COMM N THE MILE BLOGL IS NOT TO BE USED FOR REPAIR REMODEL OR N TO THAT PROJECT OR FOR ANY OTHLR PROJECT. III /= 401 of 11 Sheets RISER OVERFLOW ELEV. =432.5 BOLT BAFFLE TO RISER WITH 1/2" DIA. SST BOLTS (4 PLACES) NOTCHED WEIR, SEE - DETAIL LEFT NOTCHED RECTANGULAR WEIR CUT IN RISER WIDTH=1/4" 18"0 BAFFLE RISER ELEV. = 432.50 12" MINI `- NOTCHED RECTANGULAR „ WEIR CUT IN RISER ELEV=431.44 12" RISER 18"0 BAFFLE NOTCHED WEIR 11 CHRIST'S CHURCH MULTI -PURPOSE BUILDING A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC.05, TWN. 21 N., RGE. 04 E. W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON. 12"0 OUTLET IE = 427 MIN. PLAN RESTRICTOR PLATE W/ ORIFICE ORIFICE = 0.80" 0 ELEV. = 425.00 2 C BIRDCAGE GRATE NOTES: SEE DETAIL E 1. PIPE SIZES AND SLOPES: PER PLANS. C-502 2. OUTLET CAPACITY: NOT LESS THAN ELEV. 432.5 COMBINED INLETS. 3. EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS FOR CATCH BASIN TYPE 2, 54" MINIMUM DIAMETER. PREFABRICATED LADDER SIX EVENLY SPACED PER DETAIL 4. C PIPE SUPPORTS AND HOLES ON 10 BOLT C-502 RESTRICTOR/SEPARATOR SHALL BE BOLTING TO CIRCLE FOR B OF SAME MATERIAL, AND BE FLANGE CONNECTION ANCHORED AT S MAX. SPACING BY 5/8" DIAMETER STAINLESS STEEL CLEANOUT GATE, SEE EXPANSION BOLTS OR EMBEDDED 2" SHEAR GATE DETAIL IN WALL. C-502 5. THE RESTRICTOR/SEPARATOR SHALL ULI BE FABRICATED FROM .060" ALUMINUM, OR.064" ALUMINIZED STEEL, OR.064" GALVANIZED STEELPIPE; IN ACCORDANCE WITH AASHTO M 36, M 196, M 197 AND M 274.6"0 INLET GALVANIZED STEEL SHALL HAVE TREATMENT1. IE = 427.50 6. OUTLET SHALL BE CONNECTED TO CULVERT OR SEWER PIPE WITH A FRONT STANDARD COUPLING BAND FOR CORRUGATED METAL PIPE, OR GROUTED INTO THE BELL OF CONCRETE PIPE. 7. THE VERTICAL RISER STEM OF THE HANDLE WITH LOCK PIN 0 ADJUSTABLE LOCK HOOK WITH LOCK SCREW 1" ROD OR TUBING, VARIABLE LENGTH LIFT HANDLE 0 O SIDE LIFT HANDLE SHALL BE ATTACHED PER MANUFACTURER'S RECOMMENDATIONS SEE NOTE 5 O MAXIMUM OPENING OF GATE RESTRIC I OR/SEPA" I OR SHALL BE TCH NOTES: THE SAME DIAMETER AS THE HORIZONTAL OUTLET PIPE, WITH AN 1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B-26-ZG-32a OR CAST IRON ASTM 12" MINIMUM DIAMETER. A48 CLASS 30B AS REQUIRED. 2. GATE SHALL BE 8" DIAM. UNLESS OTHERWISE SPECIFIED. 8. FRAME AND LADDER OR STEPS 3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE), WELDING, OFFSET SO THAT: OR OTHER SECURE MEANS. A. CLEANOUT GATE IS VISIBLE 4. LIFT ROD: AS SPECIFIED BY MFR. WITH HANDLE EXTENDING TO WITHIN ONE FOOT OF FROM TOP. COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER HANDHOLD. B. CLIMB DOWN SPACE IS CLEAR 5. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT, OF RISER AND CLEANOUT GATE. STOP TAB, OR SOME OTHER DEVICE. 6. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND C. FRAME IS CLEAR OF CURB. GATE FLANGE. 7. MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT. 9. IF METAL OUTLET PIPE CONNECTS 8. FLANGE MOUNTING BOLTS SHALL BE 3/8" DIAM. STAINLESS STEEL. TO CEMENT CONCRETE PIPE: BASIN D 9. ALTERNATE CLEANOUT/SHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE, IF I5411 A I CA I OUTLET PIPE TO HAVE SMOOTH O. . MATERIAL SPECIFICATIONS ARE MET AND FLANGE BOLT PATTERN MATCHES. r 54" TYPE 2 EQUAL TO CONCRETE PIPE I.D. LESS ALTERNATE SHALL BE REVIEWED AND APPROVED BY ENGINEER. 1 /411. CB#29 POND CONTROL STRUCTURE CONTROL STRUCTURE NOT TO SCALE CATCH BASIN FRAME AND VANED GRATE OR MANHOLE RING AND COVER N Q G Z RECTANGULAR ADJUSTMENT SECTION a OR CIRCULAR ADJUSTMENT SECTION W o •A n• 0 A' FLAT SLAB TOP z Z a �x SEE TABLE ¢ MORTAR (TYP.) 0 uD STEPS OR LADDER O 0 z N z REINFORCING STEEL (TYP.) a N - GRAVEL BACKFILL FOR L' PIPE ZONE BEDDING "O" RING ° i oa' o SEPARATE BASE INTEGRAL BASE PRECAST PRECAST WITH RISER (48" - 72" ONLY) Know what's below. Call before you dig. DATE: November 28, 2018 FILENAME: Q:\2018\2180539\10_CIV\CAD\_Land Use Review\2180539-SH-GRAD-STRM.dwg SHEAR GATE B NOT TO SCALE NOTES 1. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate may be installed with the flange up or down. The frame may be cast into the adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48" 4" 6" 36" 8" 54" 4.5" 8" 42" 8" 60" 5" 8" 48" 8" 72" 6" 8" 60" 12" 84" 8" 12" 72" 12" 96" 8" 12" 84" 12" 120" 10" 12" 96" 12" 144" 12" 12" 108" 12" PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIAMETER CONCRETE ALL METAL CPSSP O SOLID WALL PVC O PROFILE WALL PVC 48" 24" 30" 24" 30" 30" 54" 30" MI. 30" 36" 36" 60" 36" 42" 36" 42" 42" 72" 42" 54" 42" 48" 48" 84" 54" 60" 54" 48" 48" 96" 60" 72" 60" 48" 48" 120" 66" 84" 60" 48" 48" 144" 78" 96" 60" 48" 48" wAsd 44535 N GISTER sS10 AL CATCH BASIN TYPE 2 STANDARD PLAN B-10.20-01 SHEET 1 OF 1 SHEET 0 Corrugated Polyethylene Storm Sewer Pipe (Standard Specification 9-05.20) APPROVED FOR PUBLICATION (Standard Specification 9-05.12(1)) Pasco Bakofich 111 02-07-12 QQ (Standard Specification 9-05.12(2)) _ STATE DESIGN ENGINEER DATE Washington State Deportment of Trvmporl49m CATCH BASIN TYPE 2 \I NOTES: �\ ( I_ A4 BARS 0 6" CENTERS BOTTOM FACE WITH 1" MIN. COVER 1. PROPRIETARY CATCH BASIN HANDHOLDS AND STEPS ARE ACCEPTABLE, PROVIDED THAT THEY CONFORM TO SEC. R, ASTM C478, AASHTO M-199 AND MEET ALL WISHA REQUIREMENTS. 2' CLR. NP 2. CATCH BASIN STEP/HANDHOLD LEGS SHALL BE PARALLEL OR APPROXIMATELY RADIAL AT THE OPTION OF THE MANUFACTURER. --- EXCEPT THAT ALL STEPS IN ANY CATCH BASIN SHALL BE SIMILAR. PENETRATION OF OUTER WALL BY A LEG IS PROHIBITED. 3. } HANDHOLDS AND STEPS SHALL HAVE "DROP" RUNGS AS SHOWN ON DETAIL OR PROTUBERANCES TO PREVENT SIDEWAYS SLIP. 48" 54' & 60• TOP SLR I / `� I N ' J 4. SLAB OPENING MAY BE 24" X 20" OR 24" DIAM. -- 5. 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. /\ BOTTOM FACE WRHNTERS 7" MIN. COVER __- 6. LADDERSTCH ON. STEPS SHALL EXTEND TO WITHIN 16" OF BOTTOM OF 2-CLR, �.,f �DI n.P ;JI ) / ! / TYPICAL ORIENTATION 7. Fort ACCESS AND STEPS 8. 12, MIN. I 12* MIN. HANGING LADDERS SHALL BE PERMANENTLY FASTENED AT TOP BY HANGING ON STEP OR BY BOLTING OR EMBEDDING IN CONCRETE. EACH SHALL BE EMBEDDED AT BOTTOM IN BASE. ADDITIONAL SAFETY FEATURES MAY BE REQUIRED IN VERY DEEP OR UNUSUAL STRUCTURES. 72" TOP SLAB I BCATCH ALL STEPS &RUNGS i8 GALV. DEFORMED REBAR OR COPOLYMER PROPYLENE. BASIN STEP 72• MIN. _ 6" ^^�I I._ 12J -- OUR. )>I� ( 720 MIN.GA ELEVATION I PLAN DROP RUNG CATCH BASIN 'c Fp REFORMED RE73AR A7 GALV. SMOOTH STEEL 24• 5- - BO BARS a 7-CENTERS BOTTOM FACE WITH 1" MIN. COVER _ I I ( pI CLEARANCE _ I I _1 i 11 3/4• 20• i I 1 I _ TOP SLAB 1 GRADE RING A3 REBAR (SEE NOTE 4) PREFA13RIC4TED LADDER 96• JULY 2014 �affaw FadMgWay WORKS MISC. TYPE 2 CATCH BASIN DETAILS D 4 4 0. MISC. TYPE 2 CATCH BASIN DETAILS NOT TO SCALE UPPER BAND 3/4- DIAM. SMOOTH ROUND BARS 3/4- DIAI. BAR EQUALLY SPACED. BARS SHALL BE MELDED TO UPPER & LOWER BANDS. 3/4• DLAM. sM0o1N ROUND BARS EQUALL.7 D (4. O.C. 1/2- PLATE i 4OMITT DABS ED ON DRAWING 3/4- BAR DRILL HOLES FOR LOCK J.PII I 1 UPPER BAND -� 4 CB INNER DIAM. iO ,B• �e- s4• 85• 6D• 7z• - 72• 86` p' 4-9/16.1 F70LE5 EQUALLY I I sPAcm LOWER BAND INNER DIAtA. ELEVATION LOWER BAND TRY GATE DETAI NOTES: 1. ALL STEEL IN PLATES, BARS AND BANDS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A36. 2. DEBRIS CAGE SHALL BE HOT-DIO GALVANIZED IN ACCORDANCE WITH ASTM A123 (AASHTO M111) 3. PADLOCKS REQUIRED ON CITY OF FEDERAL WAY FACILITIES amw PUBLIC DWG. NO. WORKS DEBRIS CAGE 4-16 DEBRIS CAGE E NOT TO SCALE TACO - SEATTLE - SPOKANE - TRI-CITIES 2215 No 30th Street, Suite 300, Tacoma, WA 98403 253.38 1. 4 TEL 253.383.2572 FAX www.ahbl.com WEB CIIFISTvS CHURCH LTI-PURPOSE BUILDING RIST'S CHURCH SOUTH DASH POINT ROAD EDERAL WAY, WA 98003 MAC HOOVER 2180539.10 D USE REVIEW NOVEMBER 28, 2018 �tsTOP�� C Og WAsgj�C� �� 46416 �sv� �.� ��'CISTERE9 �`SSIONAL ��1 NOTICE ALTER IM OF TM DOpMW SHALL DTYALOATE TW PROFESSIONAL SEAT. AND SNNATUTE R11070 OF 1HS DOMM DOES NOT DFROOAIE FROM RESSM OIriR W RN M N rf. TW DOCIIIENT IS FOR Uri ONLY FOR TIE PROJECT UFNM N RE IIRE a= AND S NOT TO BE USED FOR FDAR, RBiM OR ADDITION 1D THAT PRUa OR FOR ANY OTHER PRMU. A, Desig d b : Drawn by: Checked by: AJB ML TICS C=402 NOT TO SCALE 7 of 11 Sheets CHRIST'S CHURCH MULTI -PURPOSE BUILDING A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC.05, TWN. 21 N. RGE. 04 E. W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON. TRENCH NOTE IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3) B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND AHBL ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. SEWER NOTE THE NEW CONNECTION LOCATION SHOWN IS APPROXIMATE ONLY. EXISTING UTILITY INFORMATION SHOWN WAS COMPILED FROM DATA FURNISHED FROM AHBL AND OTHERS. AHBL IS NOT RESPONSIBLE FOR THE ACCURACY OF INFORMATION SHOWN ON THIS PLAN. THE CONTRACTOR SHALL POTHOLE AND VERIFY ACTUAL LOCATION (HORIZONTAL AND VERTICAL) OF EXISTING SEWER LINE PRIOR TO CONSTRUCTION AND NOTIFY LAKEHAVEN UTILITY DISTRICT AND ENGINEER. NOTE THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH LAKEHAVEN UTILITY DISTRICT WATER SYSTEM AND SEWER SYSTEM STANDARDS" AND ANY ADDENDA THERETO. ^^``" 11 1 7j 1 1 G 65 LF 6" PIPE @ 14.15% EXISTING SSMH #1 SSMH 48", TYPE 1 f RIM:433.00 / IE: 420.00 6" (NE) Know what's below. Call before you dig. DATE: November 15, 2018 FILENAME: Q:\2018\2180539\10_CIV\CAD\_Land Use Review\2180539-SH-SSWR.dwg t <IZ _ t' . h; #� f� 3. 7 GRAPHIC SCALE 0 15 30 60 PEATTLE �— TACOMA • SPOKANE - TRI-CITIES 1" = 30 FEET 2215 Nort h Street, Suite 300, Tacoma, WA 98403 253.383.24 L 253.383.2572 FAX www.ahbl.com WEB Project le: PROJECT LOCATION 941 SOUTH DASH POINT ROAD CHI T'S CHURCH FEDERAL, WAY, WA 98003 ML TI-PURPOSE PARCEL NUMBER UILDING 0521049 92 161,170 SF (3.70 AC) OW ER/DEVELOPER Client: CHRIST# CHURCH AT FEDERAL WAY C IST'S CHURCH 941 SOL TH DASH POINT ROAD FEDERA L WAY, WA 98003 SURVEYOR AHBL E GINEERS, PLANNERS, & SURVE RS 2215 NO TH 30TH STREET, SUITE 300 TACOMA, WA 98403 PH. (253 383-2422 FAX (25 383-2572 CONTAI DAVE FOLLANSBEE, PLS CIV L ENGINEER AHBL ENGINEERS, PLANNERS, & SURVEY RS 2215 NO TH 30TH STREET, SUITE 300 TACOMA WA 98403 PH. (253 383-2422 FAX (25 383-2572 CONTA : TODD SAWIN, P.E. ST UCTURAL AHBL ENGINEERS, PLANNERS, & SURVEY ORS 2215 NORTH 30TH STREET, SUITE 300 TACOMA,WA 98403 PH. (253) 383-2422 FAX (253) 383-2572 CONTACT: KEN LELAND, P.E. LANDSCAPE BRADLEY DESIGN GROUP 4330 NORTH LEXINGTON STREET TACOMA, WA 98407 PH. (253), 272-4848 CONTACT: KATHLEEN BRADLEY READER ARCHITECT THE KEIIV IG ASSOCIATES 307 D ST ',EET SE AUBURN WA 98002 PH. (253) 39-3232 FAX. (252,735-1309 VERTICAL DATUM NGVD 29CITY OF FEDERAL WAY VERTICAL BENCHMARK FW118 BRASS DISK AT INTX OF S 298TH ST AND 8TH AVE S NAD 83/91 CITY OFF DERAL WAY CONTROL POINTS FW118 AN FW115 FW115-13SS DISK IN CASE AT INTX OF SW 292ND STAND 2ND AVE SW FW1 18-BRkSS DISK IN CASE AT INTX OF S 298TH ST ND 8TH AVE S A LINE BE EEN THE FOUND MONUMENTS BEARS N5 ° 24' 07W LEGAL DESCRIPTION A PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 21 NORTH, RANGE 4 EAST OF THE WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, THENCE SOUTH 89°53'59" WEST 210.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 00°05'23" EAST TO THE SOUTHEASTERLY MARGIN OF MALTBY ROAD (SOUTH DASH POINT ROAD) THENCE SOUTHWESTERLY ALONG SAID SOUTHEASTERLY MARGIN TO THE SOUTH LIN OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER;': HENCE EASTERLY ALONG SAID SOUTH LINE TO THE TRUE POINT OF BEGINNING. NO TITLE F EPORT PROVIDED FOR THIS SURVEY BOUNDAR IS SHOWN PER ASSESSORS RECORDS THIS SURVE=Y DOES NOT PURPORT TO SHOW ANY EASEMENTS OF RECORD 94 UTH DASH POINT ROAD E ERAL WAY, WA 98003 MAC HOOVER 2180539.10 LAND USE REVIEW 28, 2018 �5T OPx�, �464� 6� STBISIONAL� A00" 108 NOTICE TO OF MS DOCUMENT SHALL W"ATE TIE SEAL AND SWATURE PUBLICATION OF DOES NOT DEROGATE FROM RESSM RILiiTS N IT. THIS DOL AVIT IS FOR USE 1HE PROJECT IOEIOM N THE TITLE BLOCK IS NOT TO BE USED FOR REPAK REMODEL OR TO THAT PROM OR FOR ANY OMER PROJECT. 2 1 3evision iheet Ti SA TARY SEWER PLANS )esi ned Drawn bv: Checked by: AJB ML TCS F=500 of 11 Sheets CalwetIED WTTIAL S[1 omiCACTE CLASS MOO --- H MULTI -PURPOSE BUILDING CHRIST'S CHURC A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC.05, TWN. 21 N., RGE. 04 E. W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON. COPKRCTC CLASS 3000 a-VV NA:f. AMMATE SIZE} CONCRETE ENCASEMENT 4o E7 Y M r CLASS A .AEA GRAVEL TEDDM VATEREAL PIPE SIZE zao a o°oa _ 27' L SMALLER 61 a o 00 �(y� a LARGER 6` pa0 00 a0000 0000 CLASS 11<0" TRCNCN VIDTN HK FIFE BEDDING N'� A M. SANITARY SEWER PIPE BEDDING NOT TO SCALE LWAnON OF FRAKE, COVER, ANSI LAO" TYt+Iru. sEvaR WtECTION OF FLOP UWE SREIr To DRAIN --^- GU LINER (TYPICAL) PRECAST RmFERCED TAPER SECTION. PRECAST W-IWORCED RISER SEGTIDN GU-W,NNUILE LINER GLASS FIVER UIPPORTCD PLASTIC, 'GrM PRECAST MID CONCRETE BAW 0 PRMAST BASE =TM 15 I it wl,ccne rxa #.Ww tot M =TM 444 ar SPCCpfiMMO S-Vr Ta C, =Etw rr m" MIM f4 F'YUSi1 QA%f 7 i uNAi1sSS --�D• ,Dd w wtvDr, AirAi sEAVIot rCF: � rl[ac P x r x s-0' w.axSw sE AS S9Sl�S@ UK LEVER SE,SAG CLAM 7Y 12C 0r04Xx XVW -at AINAPTOk SEX imi: 2 Mm. un '1f# £M tvi TFTC S' SSA sciE ='EYt* tW, qN WA>�N S6{YC. WE 2,W • ax SEE acre I NUN SIDE SEWER STUB NORMAL INSTALLATION 1.8" AND SMALLER MAINS Mot stue 6' SST. M SEWL SEE Wn i K W - "m c MA%hrmw SEE a lm" *Wf".ATM KTAL, 636VESLIM �cTT ez x r MC SXWQ omm all= AS aEilARM = Hilt 9 I t1N I V"E SIKLL X Ln Tim W MAIL <�*. in=ER O.WC TD x KID"= r UK "ZIA ttxme la V SIDE SEWER STUB ALTERNATE INSTALLATION 18" AND SMALLER MAINS Mi3E]G L AcsavrAELE MC TO" foe SIR NAMAY 9MTV"►M. 0*rMX "TM 10 M AM rt1CTAE IAM KK M MN4TCM ASW TYkL ,Erg," ,L>t [&Tug. C O MAW W =T E OM.0 S"MI K dASS 'A' ou 0"Va own STANDARD PLAN SS-07 SANITARY SEWER SIDE SEWER STUB NOT TO SCALE I f{ rALTERNATIVE LWAUOM t ! Ir FRAME, COVER AND LADDER MAMME STATIGH I PLAN STANDARD M4 FRAME AND COVER. SET 4, WN. FRAME IN CESFHT GROUT. E0' Kx eaEcnsT , i �, CONCRETE GRADE TIMU I SET IN COMICHT GROUT. SEVLR GUA" (SNA6604t TYPE) NAMtFACTLIRED NY TOM= PRECO D=TRILS LTD, (WHEN AP - MAKE -SEC 'COVER PLAN' NOIES). STNOAR0 MANFICLE STEP, LA SEE DETAIL HAXINW PIPE IN lilk Sm qr 2 ' 40' Z7, i G"kttr 34' k Greater NETM K%*R E SIZE WILL Ile DEPERNFIT t*DN THE NUMKR Or PIPES INTO THE KWRILE, PIPE SIZE AND CONF15 RATION THROI M THE MANHOLG P" ,• KASA a• wAx. PEA (RAVEL. BASE --^"":......[Ti-, f h..-f e T- WTf., I. ALL WVL.Y WHSTRUC= 1 4..51 R =-i S tB@LS'(Tkt),iD NATIVE PATTRSK SRALL NASIL Gil-}WL10.G LYRERS VITN GU - SECTION KQ#0 E PIPE CENNEC DIRT, ALL NE1ri.Y CONSTRUCTED 6W c 7V MANHOLES SHALL fNVE GU-NNttLE LINERS VM A -UK PIPE CONWCTLRS, %�smzw unit LINES! SYSTEM SRALL K AS MANUFAGTtAR£D BY MANHOLE� ALL AINTSSS M BE R100" OiASIVEO, BC STANDARD PLAN SS-01 LAKEHAVEN UTILITY DISTRICT KING COUNTY WASHINGTON SANITARY SEWER MANHOLE DETAIL DATE DAJ02 SCALE: NTs DRAWN, KRC SHEET I CHECK, OF t APPR: lily SANITARY SEWER MANHOLE DETAIL Know what's below. NU I I U Call before you dig. DATE: November 15, 2018 FILENAME: Q:\2018\2180539\10_CIV\CAD\_Land Use Review\2180539-SH-SSWR.dwg TWO WAY w z CLEAN OUT a ate IF REQUIRED 4 r T (L 2'MIN [ 'ttI� TEST TEE }OO'MAx 3' i TESTCLEATEE AT �' [ I PROP LINE BUILDING [ ,E,,._._...------------ -- FOUNDATION BUILDING SEWER EXTERIOR WALL i � SIOE SEWER ST1/a - � � f CLEMI OUT �1 AT PROP UNE SURFACE I (. t,i� CLEAN OUT } SEWER MAN SIZE VARIES PLAN TYPICAL SIDE SEWER INSTALLATION i I STANDARD SURFACE j TWO WAY CLEAN OUT SEE CLEW OUT. SEE DETAILS DETAILS SHEET 2 OF 2 SHEET 2 OF 2 r[ a 2'MIN TEST TEE W/PLUG S AT PROP LINE BUILDING FOUNDATION DERIVING AR FIN GR EXTERIOR WALL io Z Z HOUSE PLUMBING ['-5---_ - -- - _ BUILDING SEWER 1 Z Z ONE WAY CLEAN OUT REFER TO NOTE FOR 4"x4"x4" OR 6'x6*x6" +--SEWER MAN SIZE ,,, AT PROPER TY k1NE v, SLOPE AND MATERA_ WYE FOR SINGLE CLEAN VARIES SHEET 2SEE AOf 2 REQUIREMENTS OUT ASSEMBLY PROFILE TYPICAL SIDE SEWER INSTALLATION SIDE SEWER CONSTRUCTION NOTES 1.) When possible, design building sewage collection system to exit the building on the side nearest the side sewer stub connection point. 2.) Slope side sewer at 2% minimum slope. 3.) Maximum of 100' between Two Way clean out assemblies. 4.) For joining ABS to PVC pipe, use PVC Adaptor. 5.) Fot joining PVC to Cl pipe use Romac coupling with stainless steel band clamps, or equal. 6.) Pipe material to be as specified in "Section 4 of Sanitary Sewer Specifications". 7.) Bedding and backfill material to be as specified in "Section 3 STANDARD PLAN SSS-01 of Sanitary Sewer Specifications. LAKEHAVEN UTILITY DISTRICT 8.) Trench Width to be Pipe Diameter + 6" ea. side of pipe. KING COUNTY WASHINGTON 9.) Cieanout spacing shall be per requirments of the UBC TYPICAL BUILDING and the "Lakehaven Utility District Standards for Gravity SEWER INSTALLATION Building Sewer Installation". DATE OM2 "j ^"" SCALF NT" ORAiMr9 KRC Ali, JJ SHEEI i CiiECK.I ,A OF APPR vi7l. [Ii`o SURFACE CLEAR OUT LENGTH VARIES 45BENO '--CLEAN OUT (TYP) (100'MAx) FIN GIRD CLEAN OUT RISER H ✓ /--45'PVC BEND G ry�`a� CLEAN OUT fyJ�FS % I �. PVC WYE CULEANCE 3'MEN z C BUILDING PVSEWER � N_ -. FLOW BUILDING FOUNDATION WALL AWAY --11 FROM SEWER MAIN DOUBLE CLEAN OUT PLAN ALTERNATIVE SIDE SEWER INSTALLATION SURFACE CLEAN FIN GRO OUTA, z 7 CLEAN OUT RISER 3. ii FIN GRL- 45-PVC BEND TEST TEE W/PLUG 45'BEND ASSEMBLY �y _ PVC WYE 6"x4" PVC CONCENTRIC 3� BUILDING SEWER REDUCER (IF REQUIRED) G PVC BUILDING y� SEWER ---T / 4VBENO FLOW SEWER LATERAL PROFILE STANDARD SURFACE CLEAN OUT ALTERNATIVE SiDE SEWER INSTALLATION TYPICAL SECTIONS AT CLEAN OUT TYPICAL BUILDING SEWER INSTALLATION NOT TO SCALE Property LlneO 80, A O I ® 50' I � ! Building Footprint On c A u 0 0 b a` I 20 I I 12' I I 0 0 1234 SW 308TH PL R > Modrona Meadows 2, Lot #19 0 10' 20' Property Line _ 80' - n SW 308TH PL(r) SAMPLE SITE PLAN SUBMITTAL INFORMATION The site plan shall be submitted on an 8J%1 1 " sheet of paper with portrait orientation (long side vertical), whenever passible, and shall be drawn with care. The scale will be noted on the drawing. Preferred scale is 1 "=20'. A side sewer permit will not be issued DRAFTING INFORMATION until an acceptable site plan is Property Boundaries with dimensions submitted. } Outline of building foundation with dimensions {' Distance from building to property line STANDARD PLAN SSS-03 O North Arrow LAKEHAVEN UTILITY DISTRICT KING COUNTY WASHINGTON Adjacent streets/access road C) Proposed sewer route (commercial) TYPEICAL SIDE SEWER Building address and legal description. SITE. LAYOUT if necessary, attach a separate sheet for the legal description DATE �I } 'CALL NIs OHGraphic Scale, if reduced or enlarged from scale drawing. Re .e<i Sa}o se,LN Pe"It °R""' CHECK 'Lt` sr+eer I .-._.-.__._.._..._.v........-.a..�,.._ original R51.^4%0/01 APPR �� I "+,[ i tkSTRK� or i TYPICAL SIDE SEWER SITE LAYOUT NOT TO SCALE CAST IRON RISER Box CONCRETE PAD VSCREW IN PLUG -1-FIBER JOINT PACKING IN PAVEMENT SCREW IN PLUG OPEN OR LANDSCAPED AREA F___ SIDE SEWER RISER, PROVIDE THREADED TOP SECTION FOR THREADED PLUG IN OPEN AREA CLEAN OUT DETAILS SECTION TYPICAL TRENCH STANDARD PLAN SSS-02 LAKEHAVEN UTILITY DISTRICT KING COUNTY WASHINGTON TYPICALLY BUILDING SEWER INSTALLATION DATE [:Sm> SCALE NTS DRAWN KRC � sr,rET cl,Fcx ASP �t1Ltiks'fRIC� OF py LAKEHAVEN WATER &SEWER DISTRICT STANDARD NOTES FOR LOW PRESSURE SEWER CONSTRUCTION 1.ALL WORK AND MATERIALS SHALL CONFORM TO THE STANDARDS OF LAKEHAVEN WATE 8 SEWER DISTRICT AND WASHINGTON STATE DEPARTMENT OF TRANSPORTATIOWWASHINGTON 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 Y 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 PRESSURE SEWER MAINS TO EXISTING FACILITIES SHALL BE T MPORARILY SEALED OFF UNTIL AFTER UPSTREAM CONSTRUCTION IS TESTED, CLEANED, AND ACCEPTED. ALL CONSTRUCTION DEBRIS AND WATER SHALL REMOVED PRIOR TO OPENING THE SEAL WITHOUT FLUSHING THE DEBRIS DOWNSTREAM. 4. PRESSURE SEWER PIPE MATERIAL SHALL BE AS SHOWN ON THE PLANS, WHICH WILL B THE FOLLOWING: • HIGH DENSITY POLYETHYLENE (HDPE) ASTM D-3350, THERMAL BUTT -FUSED JOINTS, MI NIIMUM DR 11 5. CRUSHED SURFACING TOP COURSE (A.K.A. 5/8" CRUSHED ROCK) SHALL BE USED FOR PIPE BEDDING FOR RIGID AND FLEXIBLE PRESSURE SEWER PIPE. THE MATERIAL SHALL BE PLACED UNDER THE PIPE TO A COMPACTED DEPTH OF 4- (FOR 27 D 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 :,IPE AND TO THE SPRINGLINE OF RIGID PIPE. TO ASSURE UNIFORM SUPPORT, THE MATERIAL SHALL BE CAREFULLY WORKED UNDER THE PIPE HAUNCHES NTH 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. UNLESS OTHERWISE SHOWN ON THE PLANS, PRESSURE SEWER MAINS SHALL BE INST LED WITH COVER OVER THE PIPE BETWEEN FIVE FEET (5') AND SIX FEET (6). 8. PRESSURE SEWER MAINS SHALL NOT HAVE ANY SINGLE BEND THAT EXCEEDS FORTY- IVE DEGREES (45°). FOR PIPELINE DEFLECTIONS THAT EXCEED 45', A SPOOL IS REQUIRED BETWEEN MULTIPLE BENDS. THE SPOOL LENGTH BETWEEN BENDS SHALL BE A MINIMUM OF FOUR (4) TIMES THE DIAMETER OF THE PRESSURE SEWER MAIN. 9. PRESSURE SEWER MAINS AND STUBS SHALL BE HYDROSTATICALLY PRESSURE TESTED AT ONE AND ONE-HALF (1%) TIMES THE WORKING DESIGN PRESSURE OF THE SYSTEM OR 100 PSI, WHICHEVER IS GREATER. THE TRENCH BACKFILL SHALL BE COMPACTED PRIOR TO PRESSURE TESTING THE PIPE. SIDE SEWER STUBS SHALL BE TESTED AT THE SAME TIME AS THE PRESSURE SEWER MAINS. 10. ALL ISOLATION VALVES, CLEANOUTS / PIG PORTS, AND PRESSURE SIDE SEWER STUBS SHALL CONFORM TO LAKEHAVEN STANDARD PLANS. 11. PRESSURE SEWER MAINS AND THE SIDE SEWER STUBS SHALL BE WRAPPED WITH TRfi CER WIRES, AND TRACER WIRE LOCATION STATIONS SHALL CONFORM TO LAKEHAVEN STANDARD PLANS. 12. CONNECTING MANHOLES SHALL CONFORM TO WSDOT/APWA STANDARD PLAN B-23A PE 1 OR TYPE 2 WITH ECCENTRIC CONES, AND INCLUDE 1 INCH GALVANIZED DROP SAFETY STEPS OR POLYPROPYLENE SAFETY STEPS (LANE INTER TIONAL 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 CO R. 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 • RAVEN® 405 (BY RLS SOLUTIONS INC. (OKLAHOMA); 100 MILS MINIMUM THICKNESS). ALL COATINGS SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 13. CONNECTING 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 W 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. 14. CONCRETE COLLARS REINFORCED WITH WIRE MESH SHALL BE INSTALLED PER LAKE VEN STANDARD PLAN WHERE SHOWN ON THE PLANS. 15. CONNECTING 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 ''YANCH IN EXCESS F THE OUTSIDE DIAMETER OF THE ASSOCIATED PIPE. CONNECTING MANHOLE CHANNELS SHALL HAVE A SMOOTH FINISH. TO MINIMIZE TURBULENCE, SID 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 6 SACKS PER CUBIC YARD PORTLAND CEMENT ND 7/8" GRADED AGGREGATE. 16. CONNECTING MANHOLE SHELVES SHALL HAVE A BROOM FINISH, AND BE SLOPED/,IN H TO 1-INCH PER FOOT TOWARD THE CHANNEL. 17. PIPE ENDS OF ALL INLET AND OUTLET PIPELINES SHALL NOT EXTEND MORE THAN 2 INCHES INSIDE THE CONNECTING MANHOLE, AND ALL PENETRATIONS SHALL BE SMOOTHLY GROUTED AROUND THE PIPE WITH SHRINK -RESISTANT GROUT. 18. NO JOINTS FOR FLEXIBLE PIPE INLETS AND OUTLETS SHALL BE WITHIN 10 FEET OF THE CONNECTING MANHOLE, AND PIPELINES SHALL BE CONNECTED TO THE CONNECTING MANHOLE WITH PVC MANHOLE COLLARS. FLEXIBLE BOOT COLLARS AREOROHIBITED. 19. THE TERMINI OF PRESSURE SIDE SEWER STUBS SHALL BE CAPPED AND MARKED BY A WHITE 2X4 POST LABELED "SANITARY SIDE SEWER." STD NOTES FOR LPS CONSTRUCTION (APRIL 28,2005, UPDATED 12/30/16) TAC - SEATTLE • SPOKANE - TRI-CITIES 2215 o 30th Street, Suite 300, Tacoma, WA 98403 253.3 . 2 TEL 253.383.2572 FAX www.ahbl.com WEB C IST'S CHURCH LTI-PURPOSE BUILDING HRIST'S CHURCH SOUTH DASH POINT ROAD EDERAL WAY, WA 98003 MAC HOOVER 2180539.10 D USE REVIEW NOVEMBER 28, 2018 NOTICE ALTERATION OF TTIS DOC NDff SNAIL WXDATE THE PROFESSIONAL SEA. AND SIW7IIF E RR OATION OF THIS DOC AM DOES MDT MWATE FRU FESSM OTNERSHP WITS N IT. THIS DOCIAM IS FOR USE ONLY FOR FHE MUCT QEFIT 8 N THE TIRE BLOB( AND IS NOT TO DE USED FOR FOAK RETIODEL OR ADq" M THAT PMECT OR FOR ANY OTHER PROECT. 1 Rev ns: -She Title: NITARY SEWER TES AND DETAILS De i ed b Drawn by: Checked by: A ML TCS She a No. C=501 9 of 11 Sheets CHRIST'S CHURCH MULTI -PURPOSE BUILDING A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC.05, TWN. 21 N., RGE. 04 E. W.M. FIRE PROTECTION NOTES 1. THE FIRE PROTECTION SYSTEM SHOWN ON THESE DRAWINGS, INCLUDING MATERIALS, SIZING, AND CONFIGURATION, IS SUBJECT TO APPROVAL BY A FIRE PROTECTION ENGINEER. THE DRAWINGS CONTAINING FIRE PROTECTION WORK, INCLUDING DETAIL DRAWINGS, SHALL BE STAMPED FOR APPROVAL BY A FIRE PROTECTION ENGINEER AND SUBMITTED TO THE FIRE MARSHAL FOR APPROVAL. 2. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL FIRE PROTECTION ASSOCIATION REQUIREMENTS AS SET FORTH BY "NFPA 13", ITS AMENDMENTS, AND LOCAL REQUIREMENTS, INCLUDING BUT NOT LIMITED TO ACQUISITION OF ALL PERMITS. 3. THE FIRE PROTECTION SYSTEM SHALL BE INSTALLED BY A WASHINGTON STATE CERTIFIED LEVEL "U" CONTRACTOR IN ACCORDANCE WITH WAC 212-80-010. 4. CONTRACTORS BID SHALL REFLECT THESE CONDITIONS AND REQUIREMENTS. 5. FIRE SPRINKLER UNDERGROUND SUPPLY AND FDC REQUIRES A SEPARATE PERMIT FROM THE TACOMA FIRE DEPARTMENT. CONTRACTOR SHALL APPLY FOR AND OBTAIN PERMIT. TRENCH NOTE IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3) B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND AHBL ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. WATER NOTE THE NEW CONNECTION LOCATION SHOWN IS APPROXIMATE ONLY. EXISTING UTILITY INFORMATION SHOWN WAS COMPILED FROM DATA FURNISHED FROM AHBL AND OTHERS. AHBL IS NOT RESPONSIBLE FOR THE ACCURACY OF INFORMATION SHOWN ON THIS PLAN. THE CONTRACTOR SHALL POTHOLE AND VERIFY ACTUAL LOCATION (HORIZONTAL AND VERTICAL) OF EXISTING 10" PVC WATER MAIN PRIOR TO CONSTRUCTION AND NOTIFY LAKEHAVEN UTILITY DISTRICT AND ENGINEER. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON. AIr1TC ACCORDANCE WITH LAKEHAVEN UTILITY DISTRICT "WATER SYSTEM AND SEWER SYSTEM STANDARDS" AND ANY ADDENDA THERETO. ® L EXISTING 10" 0 PVC WATER MAIN (PER LAKEHAVEN DISTRICT RECORDS). Know what's below. Call before you dig. DATE: November 28, 2018 FILENAME: Q:\2018\2180539\10_CIV\CAD\ Land Use Review\2180539-SH-WATR.dwg STA:1+74.29, 266.78'RT 1" COMMERCIAL WATER SERVICE 1" DCVA AND tLETER ELC X B V C C-601 C-601, - VAUI AD i 00. S1OP f f; 4-1 CHURCW STA:2+47.11, 334.76' RT 1-10"x8" TAPING VALVE (MJxFL) 1-8" GATE VALVE (FLxMJ) 1- FIRE HYDRANT ASSEMBLY STA:2+38.66, 292.29'RT 1-CONC. THRUST BLOCK CENTER FIRE HYDRANT ASSEMBLY AT LOCATION SHOWN STA:2+11.57, 304.38'RT 1-10"x8" TAPING VALVE (MJxFL) A 1-8" GATE VALVE (FLxMJ) C-601 1-POST INDICATOR VALVE (FL) 1-CONC. THRUST BLOCK EXISTING 8" 0 DIP, CL 52 WATER MAIN EXISTING 12" 0 DIP, CL 52 WATER MAIN EXISTING 10" 0 PVC WATER MAIN (PER LAKEHAVEN DISTRICT RECORDS). GRAPHIC SCALE 1i 0 15 30 60 TACON 1" = 30 FEET 2215 Nt PROJECT LOCATION 941 SOUTH DASH POINT ROAD FEDERAL WAY, WA 98003 PARCEL NUMBER 0521046092 161,170 SF (3.70 AC) OWNER/DEVELOPER CHRIST:,S CHURCH AT FEDERAL WAY 941 SOUTH DASH POINT ROAD FEDERAL WAY, WA 98003 SURVEYOR AHBL ENGINEERS, PLANNERS, & SURVEYORS 2215 NORTH 30TH STREET, SUITE 300 TACOMA, WA 98403 PH. (253,) 383-2422 FAX (25�) 383-2572 CONTA T: DAVE FOLLANSBEE, PLS IL CI ENGINEER AHBL E 4GINEERS, PLANNERS, & SURVE ORS 2215 N1 1RTH 30TH STREET, SUITE 300 TACON k, WA 98403 PH. (25 ) 383-2422 FAX (2 ) 383-2572 CONTA T: TODD SAWIN, P.E. STRUCTURAL AHBL ENGINEERS, PLANNERS, & SURVE:I ORS 2215 NORTH 30TH STREET, SUITE 300 TACOMA, WA 98403 PH. (253) 383-2422 FAX (253) 383-2572 CONTACT: KEN LELAND, P.E. LANDSCAPE BRADLEY DESIGN GROUP 4330 NORTH LEXINGTON STREET TACOM�, WA 98407 PH. (253) 272-4848 CONTACT: KATHLEEN BRADLEY READER ARCHITECT U m Jun EATTLE - SPOKANE • TRI-CITIES Street, Suite 300, Tacoma, WA 98403 253.383.2572 FAX www.ahbi.com WEB CH ST'S CHURCH M TI-PURPOSE UILDING Client: IST'S CHURCH ITH DASH POINT ROAD RAIL WAY, WA 98003 MAC HOOVER 2180539.10 LA USE REVIEW OVEMBER 28, 2018 THE KEI'MIG ASSOCIATES 307 D STREET SE AUBURN, WA 98002 PH. (253) 939-3232 FAX. (253) 735-1309 VERTICAL DATUM NGVD 29CITY OF FEDERAL WAY VERTICAL BENCHMARK FW118 BRASS DISK AT INTX OF S 298TH ST AND 8TH AVE S ELEV:336.30 �4\ BASIS OF BEARING NAD 83/91 CITY OF FEDERAL WAY CONTROL POINTS FW118 AND FW115 FW115-BRASS DISK IN CASE AT INTX OF SW 292ND ST AND 2ND AVE SW 1 FW118-BRASS DISK IN CASE AT INTX OF S Revisio 298TH ST AND 8TH AVE S y15T OPx�, ►%�� pF TgASgf� �-Po\\�QStAL E�� NOME IAIION OF M DOMWff SHALL NYALDAIE 71E ESSONAL SEAL AND StWUlE. PUBUCATDN OF DOCLIF]!T DOES NOT DEROGATE FROM PESSM R9V RKM N IT. THIS MUM IS FOR USE FOR THE PROM DEMIFED N 7W TIRE BLOCI( tS NOT m BE USED FOR REPAR. RDIODEL OR N TO THAT PR&M OR FOR ANY OTHER PROW. A LINE B TWEEN THE FOUND MONUMENTS BEARS h 53o 24' 07"W Sheet i LE AL DESCRIPTION ATER PLANS A PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTE OF SECTION 5, TOWNSHIP 21 NORTH, RANGE 4 EAST OF THE WIL METTE MERIDIAN, KING COUNTY, WASHINGTON, DESCRI D AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID I ORTHWEST QUARTER OF THE SOUTHEAST QUARTER, THENCE OUTH 89'53'59" WEST 210.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 00'05'23" EAST TO THE SOUTHEASTERLY MARGIN SOUTH OF MALTBY ROAD (SOUTH DASH POINT ROAD) THENCE STERLY ALONG SAID SOUTHEASTERLY MARGIN TO THE Design Drawn by: Checkedby: SOUTH L NE OF SAID NORTHWEST QUARTER OF THE SOUTHEAST AJB ML TCS QUARTE ; THENCE EASTERLY ALONG SAID SOUTH LINE TO THE TRUE P NT OF BEGINNING. Sheet NO TITLE REPORT PROVIDED FOR THIS SURVEY BOUNDARY IS SHOWN PER ASSESSORS RECORDS =600 THIS SURVEY DOES NOT PURPORT TO SHOW ANY EASEMENTS OF RECORD 10 of 11 Sheets CHRIST'S CHURCH MULTI -PURPOSE BUILDING A FUK I 1UN Ulm THE NW 1/4 OF THE SE 1/4 OF SEC.05, TWN. 21 N.. RGE. 04 E. W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON. NOTES: I Bearing areas of concrete thrust blocking 6 The bearing areas given in the table ore are based on undisturbed soil bearing for horizontal thrusts when the depth of strength of 2000/ 3000pounds per square cover over the pipe exceeds 2 feet: foot. SAFE BEARING LOAD 2 Bearing areas must be adjusted for other SOIL LBS, PER SQ. FOOT size pipe, pressures and soil conditions. Muck, Peat, etc. 0 Soft Clay 1,000 3 Concrete blocking shall be cost in place, and Sand 2,000 have a minimum of 1/2 sq. fL (72 sq. in.) Sand & Gravel 3,000 bearing against the fitting. Sand & Graver Cemented w/Clay 4,000 4 Use cement concrete Class 3000 has Hard Shale 10,000 ,which a compressive strength of 3,000 psi. *In muck or peat, all thrusts shall be restrained by piles or tie rods to solid Contractor shall install blocking adequate to foundations or by removal of muck or withstand full test pressures as well as peat and replacement with ballast of to continously withstand operating pressure sufficient stability toresist thrusts under all conditions of service. 7 All joint bolts and accessories shall first be covered with jute, 15# building paper or polyethylene sheeting material prior to placing of concrete to permit taking up or dismantling joint. 8 Concrete forms shall be installed prior to placing of concrete. THRUST BLOCK TABLE MINIMUM BEAR G AREA AGAINST UNDISTURBED SOiI - SQUARE FEET MAX. TEST THRUST RESTRAINT REQUIREMENT PIPE PRESSURE X SIZE (PSI) A B C D E (100 psi) 4" 200 2/(1) 1/(NONE) 1/(NONE) NONE NONE NONE 300 3/(2) 2/(2) 2/(1) 'A,) NONE &� 200 4/(3) 3/(2) 3AI) 1/(1) 1/(NONE) NONE 300 6/(4) 4/(3) 3/(2) 2/(1) 1/(NONE) 8 200 7/(5) D/(3) 4/(3) 2/(2) 1/(1) 3/( 2} 300 IIA3) 8A5) 6/(4) 3/(2) 2/(1) 12" 200 16/(11) 11/(8) 9/(6) 5/(3) 3/(2) 5/(4) 250 24/(16) 17/(11) 13/(9) 7A5) 4/(3) 16" 200 29/(19) 21/(14) 16/0 1) 8A6) 5/(3) t0/ (7) 225 23/(16) 23/(16) 17/(12) 9/(6) 5/(3) 2- 200 64/(43) 46/(30) 35/(23) 18/(12) 9/(6) 23/(16) IJSI OF TABLE 1 Select proper row based upon Sipe/fitting size and specified test pressure 2 Select proper column based upon type of fitting to be restrained.(Refer to illustrations), 3 Determine strength of soil encountered, Table provides for sand -type soil at 2,000 psf, or sand and ravel -type soil at 3,000 psf (in parenthesis, Refer to Note 6 to interpolate far other types of soil. 4 Read minimum bearing area in square feet, 90` B TEE CEMENT BRICK SINGLE PLUGGED CROSS r � � c c WYE 45' DOUBLE CEMENT PLUGGED CROSS BRICK B g> 1 M 22 ---1 /2a B PLUGGED TEE B UNBALANCED 11-1/4' CROSS HORIZONTAL & CONCAVE VERTICAL BENDS GATE VALVE BLOCKING TABLE CEMENT BRICK B z S=PIPE SIZE (INCHES) N=NUMBER OF GALVANIZED STEEL RODS D=DIAMETER OF GALVANIZED STEEL RODS STANDARD PLAN B-22a LAKEHAVEN UTILITY DISTRICT KING COUNTY WASHINGTON :: CONCRETE N°S' THRUST BLOCKING PLUG OR CAP 1: ADDITIONAL BLOCKING SHALL BE HORIZONTAL & CONCAVE PROVIDED IF GATE VALVE IS AT VERTICAL BENDS END OF LINE DURING TEST, DATE: 9-95 6 et ° a� SCALE: NONE < 2. BLOCKING NOT REQUIRED IF DRAWN: RSL SHEET 1 FITTING IS FLANGED TO CHECKED: BLR f OF 2 GATE VALVE. sPe-zzn APPR: BLR _.. CONCRETE THRUST BLOCKING HORIZONTAL AND CONCAVE VERTICAL BENDS NOT TO SCALE SERVICE LINE ; ,w W w rn I� 0 METER BOX FLAW W/LID 0 Cot- o Io ,w c� Ld w 0 1" ROUND WASHED GRAVEL, 6" MIN. DEPTH 0 ENCLOSE DOUBLE CHECK VALVE ASSEMBLY (DCVA) IN TWO lJ METER BOXES STACKED ON TOP OF EACH OTHER, OR ONE OVERSIZED METER BOX. METER BOX SHALL HAVE REMOVABLE COVER. METER BOX(ES) AND LID SHALL BE STRUCTURALLY RATED FOR ANTICIPATED LOADING CONDITIONS. 0 UNION SHUT OFF VALVE WDOH APPROVED CHECK VALVE QSUPPORTS AS NECESSARY PER MANUFACTURER'S RECOMMENDATIONS NOTES: 1. INSTALLATIONS PER MANUFACTURER'S RECOMMENDATIONS AND MINIMUM STANDARDS OF THE UNIFORM PLUMBING CODE (UPC) AND WASHINGTON STATE DEPARTMENT OF HEALTH (WSDOH) APPROVED INSTALLATION LIST, 2. TESTING TO BE PERFORMED BY A WSDOH CERTIFIED BACKFLOW ASSEMBLY TESTER UPON INSTALLATION AND ANNUALLY THERAFTER . THE SATISFACTORY TEST REPORT SHALL BE SUBMITTED TO LAKEHAVEN PER WSDOH REQUIREMENTS. 3, DCVA IS OWNED, OPERATED, AND MAINTAINED BY PROPERTY OWNER. I C. rvuveIllwtfl LO, GV 10 riLCIVl11V1 C. W.1LU 101G IUUJJA\ 1 V�VI V il�rlV lit-GII III vJw Ixcvj_vyw_ IUVJJA-J1 I-YY11111.UVV�j STANDARD PLAN B--22a LAKEHAVEN UTILITY DISTRICT KING COUNTY WASHINGTON CONCRETE THRUST BLOCKING HORIZONTAL & CONCAVE VERTICAL BENDS DATE: 9-95 A e o+s SCALE. NONE RSL DRAWN: SHEET 2 CHECKED: OUR OF 2 ALTERNATE HANDLE CONFIGURATION FOR SHUT OFF VALVE 6" MIN, CLEAR FROM WALL TO NEAREST POINT ON DEVICE. (TYP. 4 SIDES) FINISH GIRD CLEAR FROM J HIGHEST ON DEVICE. IIN CLEAR GRAVEL TO iT POINT 'VICE. Cal Installation Plan 05 1 CK VALVE ASSEMBLY S N D 4 _ 2 ... - 1 /2" 6" 2 1 /2" 81, 2 1 j2' 12" 2 1" 16" 2 1" 24"' 2 1 " FINISH GIRD, SET' METER BOX FLUSH WITH d i=iNiSH GRD. QO NO JOINTS ARE ACCEPTABLE B BETWEEN CORPORATION STOP AND ADAPTOR TYPICAL 5Z8"x3/4" DOURI E INSTALLATION - - FINISH GRD. �- FINISH GRG. HAND TIGHTEN r✓ BE JOINTS ARE ACCEPTABLE K D BETWEEN CORPORATION STOP AND ADAPTOR "(P..5�'x3f4"AND i" TYPICAL WA SINGLE INSTALLATION TER MAIN CONNECTION NOTES: 1. METER SHALL BE FURNISHED AND INSTALLED BY DISTRICT UPON PAYMENT OF ESTABLISHED METER CHARGES 2. METER SETTER SHALL BE CENTERED WITHIN METER BOX, BOTH HORIZONTAL DIMENSIONS. 13 3. WATER SERVICE CONNECTIONS AND CONFIGURATIONS STANDARD PLAN —19 SHALL BE INSTALLED WHERE SHOWN AND AS SHOWN LAKEHAVEN UTILITY DISTRACT ON THE PLANS, OR OTHERWISE DIRECTED BY THE KING COUNTY WASHINGTON DISTRICT. WATER SERVICE 4. SERVICE LINES SHALL BE INSTALLED PERPENDICULAR TO WATER MAIN, IN THE PLAN VIEW, UNLESS OTHERWISE / CONNECTION SHOWN ON THE PLANS. l5/8 "a 3/4" c C 1 " 5. DEPTH OF COVER OVER SERVICE LINE SHALL MEET DATE: 1-07 `ye ov, SCALE: NC) 1E REQUIREMENTS OF SPECIFICATIONS. DRAWN: RSL. I SHEET 1 CHECKED: BLR _ _� OF 2 APPR: DRH .".T8-19g ._ WATER SERVICE CONNECTION NOT TO SCALE TAC • SEATTLE • SPOKANE - TRI-CITIES 2215 41 30th Street, Suite 300, Tacoma. WA 98403 C IST'S CHURCH 4 LTI-PURPOSE BUILDING HRIST'S CHURCH SOUTH DASH POINT ROAD :EDERAL WAY, WA 98003 MAC HOOVER 2180539.10 D USE REVIEW NOVEMBER 28, 2018 ✓15T OP ly" of WASH �1 _ :aril �A 4641 �+; �EG1 STERE9 �ssIONAL�� 1154"' w NOTICE ALTERATION OF 7HIS DOMWIT SHALL INVALDATE THE FROfE5510NAL SEAL AND SWAM M O DI N OF M DOg11 M DOES NOT DWATE FROM RESSM OVMW RR M N IT. 7W DOgMDIT IS FOR USE ONLY FOR TIE PRO W DQIM N THE TIRE RM AND IS NOT TO BE USED FOR REPAR, REMODEL OR ODI110N TO THAT PROW OR FOR ANY OTHER PRUff. 1 Revis She le: ER NOTES AND DETAILS WA Desin Is b Drawn by: Checkedby: ML TICS AJB Sheet C=601 11 of 11 Sheets 1' PRELIMINARY PLANT SCHEDULE: SYMBOL QTY. BOTANICAL NAME / COMMON NAME SIZE SPACING, CONDITION & REMARKS 19.125.070 (2) & (3) TYPE IV: PARKING LOT / ISLAND LANDSCAPING - 5 FAGUS SYLVATICA'DAWYCK PURPLE' / DAWYCK PURPLE BEECH (4.0 TREE UNITS CALCULATED) 2" CAL. B&B, BRANCHED @ 5' HT. (STREET TREE QUALITY) 3 PARROTIA PERSICA'VANESSA' / VANESSA PERSIAN IRONWOOD 4'-6' HT. B&B/Copt., NURSERY GROWN SHRUBS & GROUNDCOVER ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK BERBERIS THUNBERGII 'ROSE GLOW' / ROSE GLOW BARBERRY CEANOTHUS GLORIOSUS 'PT. REYES' / PT. REYES CEANOTHUS CISTUS X HYBRIDUS / WHITE ROCKROSE CISTUS PURPUREUS / PURPLE ORCHID ROCKROSE NANDINA DOMESTICA'FILAMENTOSA' / THREADLEAF NANDINA NANDINA DOMESTICA'FIRE POWER' / FIRE POWER BAMBOO PIERIS JAPONICA'FLAMING SILVER' / FLAMING SILVER PIERIS POTENTILLA FRUTICOSA'TANGERINE' / TANGERINE CINQUEFOIL PRUNUS LAUROCERASUS'OTTO LUYKEN' / OTTO LUYKEN ENGLISH LAUREL VIBURNUM TINUS 'SPRING BOUQUET' / SPRING BOUQUET VIBURNUM 19.125.040 (22): BUILDING FACADE LANDSCAPING 3 PRUNUS CERASIFERA'CIPRIOZAM' / CRIMSON POINTE PLUM (4.5 TREE UNITS CALCULATED) 2" CAL. B&B, BRANCHED @ 5' HT. (STREET TREE QUALITY) 6 CHAMAECYPARIS OBTUSA'GRACILIS' / SLENDER HINOKI CYPRESS 6'-7' HT. B&B, NURSERY GROWN SHRUBS & GROUNDCOVER ILEX CRENATA'CONVEXA' / CONVEXA JAPANESE HOLLY BERBERIS THUNBERGII 'ROSE GLOW' / ROSE GLOW JAPANESE BARBERRY PIERIS JAPONICA'PURITY' / PURITY JAPANESE PIERIS CISTUS X HYBRIDUS / WHITE ROCK ROSE NANDINA DOMESTICA'FIRE POWER' / DWARF HEAVENLY BAMBOO RIBES SANGUINEUM / RED FLOWERING CURRANT CAMELLIA JAPONICA'KRAMER'S SUPREME' / KRAMER'S SUPREME CAMELLIA ARBUTUS UNEDO 'COMPACTA' / DWARF STRAWBERRY TREE PRUNUS L. 'OTTO LUYKEN' / OTTO LUYKEN LAUREL OSMANTHUS HETEROPHYLLUS 'GOSHIKI' / GOSHIKI FALSE HOLLY VIBURNUM TINUS'SPRING BOUQUET' / DWF. LAURUSTINUS ABELIA X GRANDIFLORA / GLOSSY ABELIA VIBURNUM PLICATUM TOMENTOSUM / DOUBLE -FILE VIBURNUM VACCINIUM OVATUM / EVERGREEN HUCKLEBERY FESTUCA OVINA'ELIJA BLUE' / BLUE FESCUE GRASS ERICA CARNEA'SPRINGWOOD WHITE' / SPRINGWOOD WHITE HEATH HELICTOTRICHON SEMPERVIRENS'SAPHIRESPRUDEU / BLUE OAT GRASS CALLUNA VULGARIS 'SPRING TORCH' / PURPLE SCOTCH HEATHER CEANOTHUS GLORIOUSUS 'PT. REYES' / PT. REYES CEANOTHUS SARCOCOCCA HOOKERIANA HUMILIS / SWEETBOX COTONEASTER DAMMERI / BEARBERRY COTONEASTER CAREX TESTACEA / ORANGE NEW ZEALAND SEDGE ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK 19.125.0740 (4) & 19.125.050 (1) TYPE I: SOLID SCREEN / TRASH ENCLOSURE SCREENING 0— 9 JUNIPERUS SCOPULORUM 'SKYROCKET' / UPRIGHT JUNIPER (4.5 TREE UNITS CALCULATED) 4'-5' HT. B&B, NURSERY GROWN EXISTNG VEGETATION EXISTING VEGETATION TO REMAIN EXISTING ROW VEGETATION / TURF TO REMAIN TOTAL: 13 TREE UNITS PROVIDED PER PRELIMINARY LANDSCAPE SCHEDULE PLANTING DETAILS: F LAYER MULCH FEATHER AWAY FROM TRUNK FERTILIZER TABLETS QUANTITY PER MOUND SOIL MANUFACTURER'S RECOMMENDED TO FORM 4" APPLICATION RATES HIGH BASIN PROVIDE 6" CLEARANCE - 50 NATIVE & BETWEEN ROOT BALL AND 50 TOPSOIL MIX EDGE OF PLANTING PIT. CUT AND REMOVE BURLAP FROM TOP 1/3 OF BALL OR *REMOVE ALL TREATED OR COMPLETELY REMOVE NONBIO-DEGRADABLE MATERIALS CONTAINER* SLOPE CONDITIONS 2" LAYER MULCH FEATHER AWAY FROM TRUNK 50 NATIVE & 50 — TOPSOIL MIX FERTILIZER TABLETS QUANTITY PER MANUFACTURER'S RECOMMENDED APPLICATION RATES Shrub Planting Detail_ (NOT TO SCALE) 1 GAL. OR 4" ° POTTED �O p�QaO PLANT MATERIAL 0 MOUND SOIL TO FORM — _ 0 p C - BASIN 3" ABOVE GRADE. �y �0 `p0 0 PROVIDE 3" CLEARANCE �aJye� 2w� - 'BETWEEN ROOT BALL 3' OEQUIDISTANTO U =i i—III— I AND EDGE OFPLNTING PIT. SPACING USE KNIFE OR SHARP BLADE TO CUT THROUGH BOTTOM O ( 0 HALF OF ROOT BALL. BUTTERFLY ROOTBALL TO BRING THE ROOT SYSTEM CLOSER TO THE SURFACE. Groundcover Planting Detail_ (NOT TO SCALE) PLANTING REQUIREMENTS: GENERAL NOTES: A. Plant material list submittal: within 30 calendar days after receipt of the notice to proceed, landscape contractor shall submit a complete list of materials proposed to be furnished and installed demonstrating conformance with the requirements specified. Include the name, addresses and telephone numbers of all plant material suppliers and growers. 1.A. Documentation shall also include suppliers name, contact person, address, telephone number, botanical and common name, plant size and size of container or ball. 1.13. Contractor shall provide a signed statement from the plant suppliers who have furnished the plant materials identifying the plant materials being supplied by botanical and common names, plant size and stating that all of the plants supplied by them are in healthy growing conditions meeting the asns. 1.C. Submit a project installation schedule, coordinated with the proposed soil amending and planting schedule to the landscape architect or owner for approval at least 30 calendar days prior to start of work under this section. B. Substitutions of plant materials will not be permitted unless authorized in writing by the landscape architect or owner. If proof is submitted that any plant specified is not obtainable, a proposal will be considered for use of the nearest equivalent size and or variety. Such proof shall be substantiated and submitted in writing to the landscape architect or owner at least 30 days prior to start of work under this section. These provisions shall not relieve contractor of the responsibility of obtaining specified materials in advance if special growing conditions or other arrangements must be made in order to supply specified materials. C. Plants shall be subject to inspection and approval by landscape architect or owner for conformance to specifications upon delivery to the project site. Such approval shall not impair the subsequent right of inspection and rejection during progress of the work. Contractor shall give landscape architect 48 hours advance notice when plants will be delivered to the site for inspection. Inspection of plant materials shall take place within 24 hours of delivery to the site. D. Coordinate work with other trades as required. E. Locate all underground utilities prior to commencing work to avoid damage to buried pipes and cables. F. Provide protection for all property, persons, work in progress, structures, utilities, walls, curbs and paved surfaces from potential damage arising from this work. The contractor shall pay for any such damage at no additional cost to the owner. Unfinished and completed work shall be protected from erosion or trespassing, and proper safeguards shall be erected to protect the public from injury or danger. PLANTING NOTES: 1. Verify bedlines and plant layout with landscape architect prior to commencing work. 2. Verify that site conditions are acceptable prior to beginning work. Do not install any site elements or plant material until unsatisfactory conditions are corrected. When conditions detrimental to plant growth/constructed elements are encountered, immediately notify the owner. 3. Substitutions or changes in materials and placement shall be made only after written change orders are accepted by the owner. 4. Install protective fencing for on site existing trees and vegetation to remain, alld plant material located on adjacent property prior to commencing work. The critical root protection area of all trees to remain has been established as a 1' radius of protection area for every 1" of diameter measured at 4.5' above grade, or the tree drip line, whichever is greater. Locate tree protection fencing as indicated on plan. Fencing is to be installed with stakes driven into the ground, not mounted on cinder blocks. Signage shall be affixed to the fencing that reads: 'No Entry, Tree Root Protection Area'. See existing tree and vegetation protection detail for additional information. PROVIDE MIN. 4'-0" HIGH PROTECTIVE MESH FENCE AND SUPPORT WITH WOOD POSTS AT DRIPLINE OF EXISTING TREES AND VEGETATION i� TO BE PROTECTED DURING CONSTRUCTION i PLAN W Z J a .o 5. All areas subject to clearing and grading that have not been covered by impervious surface, incorporated into a drainage facility or engineered as structural fill or slope shall, at project completion, demonstrate the following: 1) General Soil Requirements: The topsoil layer shall have a minimum depth of eight inches except where tree roots limit the depth of incorporation of amendments needed to meet the criteria. Subsoils below the topsoil layer should be scarified at least 4 inches with some incorporation of the upper material to avoid stratified layers, where feasible. The topsoil layer shall have an organic matter content of 5% dry weight for turf areas, and 10% dry weight for planting beds (typically around 20-25% compost for turf areas and 35-40% compost for planting areas). The soil portion must be 75-80% sandy loam for turf areas, and 60-65% sandy loam for planting areas. Soil pH should be 5.5-6.5 for turf areas, 5.5-7.0 for planting areas and 4.5-5.5 for areas planted with acid -tolerant or native plantings. 2) Requirements for Amending Existing Soil in Place: Turf Areas - Place and rototill 1.75 inches of composted material into 7.75 inches of existingsoil fo r a total depth f 0 9.5 inches and a settled p depth of 8 inches. Subsoils below this layer should be scarified at least 4 inches, for a finished minimum depth of 12 inches of uncompated soil. Planting Beds - Place and rototil 3 inches of composted material into 6.5 inches of existing soil for a total depth of 9.5 inches, and a settled depth of 8 iches. Subsoils below this layer should be scarified at least 4 inches, for a finished minimum depth of 12 inches of uncompated soil. Do not scarify within drip lines of existing trees to be retained. 3) Requirements for Applying Imported Topsoil: Turf Areas and Planting Areas - Scarify or till subgrade in two directions to 6 inches depth. Entire surface should be disturbed by scarification. Do not scarify within drip lines of existing trees to be retained. Place 4 inches of imported topsoil mix on surface and till into 2 inches of soil. Place second lift of 4 inches topsoil mix on surface. 4) Requirements for Reapplying Stockpiled Topsoil: Turf Areas - Reapply stockpiled soil and rototill in 1.75 inches of composted material for a combined minimum depth of 8 inches of soil and compost. Planting Beds - Reapply stockpiled soil and rototil in 3 inches of composted material for a combined mimimum depth of 8 inches of soil and compost. 5) Within Stormwater Systems - On -site soil mixing or placement shall not be performed if soil is saturated or frozen. Total amended soil depth shall be a minimum of 18 inches. Mix all soil amendments uniformally throughout the rain garden soil section. Amended soil shall be placed in horizontal layers in no greater than 12" lifts. Allow soils to compact and settle naturally. Areas can be watered after each lift is placed to speed settling, but should not be wetted to saturation. Until the upstream catchment area is thoroughly stabilized, flow diversion and erosion control measures must be installed to protect the bioretention area from sedimentation. 6) Rake beds to smooth, clean and remove all rocks, roots and debris over 1 inch in diameter. Water or roll turf areas to compact soil to 85 percent of maximum. Finish grade shall be at least 3 inches below adjacent hard surfaces for planting areas to allow for application of mulch. Finished grade for turf areas shall be at least 2 inches below adjacent hard surfaces. All planting areas must be mulched with 2 inches of organic material. IN AREAS WHERE CONSTRUCTION ACTIVITY MAY CROSS INTO DRIPLINE, PLACE 6" OF MEDIUM SIZE WOOD CHIPS AND COVER WITH A METAL PLATE I Existing TreTree&Vegetati on Protection Detail - (NOT TO SCALE) CITY'Mpm�EVIEW lw��OR'OqONSTRUCTIU'6 P. FINISH GRADE --\ SIDEWALK J = J � Qa m W 0 6. Plants shall be pit planted with a 50/50 prepared mix of native soil and topsoil mix. See planting details for depth and staking requirements. 7. Fertilize all installed plants during backfill operations with organic fertilizer as recommended by manufacturer. 8. Mulch all planted areas with a minimum 2 inch (2") depth of medium fine bark mulch. Finish grade of mulch shall be one inch (1 ") below top of adjacent hard surface. 9. All plant material to be nursery grown stock and arrive on -site in a healthy, vigorous, well branched, disease and insect free condition. 10. Plant trees, shrubs and groundcover as shown in the planting details. Roughly scarify sides of the planting pits. Install plant material at finish grade and feather bark mulch away from base of plant. Water plant pits thoroughly midway through backfilling and add fertilizer tablets. Balled and burlapped material that cannot be installed immediately shall be heeled in, mulched and watered regularly to keep root balls moist. 11. Provide landsca pe maintenance imme diately after planting and continue until final acceptance. Work shall include watering, spraying, fertilizing, pruning, resetting of plants, restoring eroded areas, adjustments to staking and removal of weeds/debris as required for healthy plant g rowth. 12. Inspection and acceptance: the owner will make an inspection for substantial completion of the work upon request by the contractor. 13. Replacement of plantings: remove any plant from site that is either dead, or in unsatisfactory condition as determined by the owner or landscape architect. Replace with a new planting of equal size and species as soon as conditions permit within the normal planting season. All replacement plantings are then to be under re -instated guarantee period as specified. Identify those replacements and take whatever measures necessary to prevent similar demise of additional plant material. 14. Provide root barrier in a surround or linear pattern for tree plantings when trunk is located within five(5) linear feet of any paved surface. Deeproot universal barrier #UB18-2 (or approved equal). Install per manufacturer's recommendations. Warranty: The warranty shall include replacing and planting the same size and species of plant material, as shown on the landscape plan and that has been designated, by the landscape architect, to be replaced. Except for loss due to excessively severe climatological conditions (20 year weather charts), installed plant materials are required to be guaranteed until the end of one growing season against defects and unsatisfactory growth, except for cases of neglect or abuse by the owners or others. All plants replaced shall be re -instated under these plant guaranty conditions. IRRIGATION NOTES: 1. Site will be watered by an automated underground sprinkler system - or a method proven equal - at time of landscape installation. 2 The irrigation plan will provide adequate watering of the installed landscape plan for a minimum of three years. 1/2" DIA. BLACK RUBBER HOSE (TYP) 12 GA. WIRE, TWIST TO TIGHTEN -- 2" DIA. TREE STAKES (TYP) TREE WRAP AS SPECIFIED TO FIRST BRANCHING. REMOVE BURLAP AND TWINE (AND WIRE BASKETS) OFF TOP 1/3 OF ROOTBALL 2" MULCH LAYER FEATHERED AWAY FROM TRUNK 1 j 3" WATER BASIN CURB & ASPHALT ROOT BARRIER 4' TO 5' DIA. RING (SEE NOTE) BREAK SIDES AND BOTTOMS F O PLANTING PIT TO ALLOW FOR ROOT PENETRATION PLANTING MIX AS SPECIFIED FERTILIZER TABLETS AS SPECIFIED 2X Min. Dia. Rootball COMPACTED SOIL BASE FERTILIZER TABLETS AS SPECIFIED NOTES: 1. PLANT TREE 1 INCH HIGHER THAN DEPTH GROWN IN NURSERY. TREE PIT SHALL OT BE LESS THAN (2) TIMES DIAMETER OF ROOTBALL. 2. ROOTBARRIER SHALL BE 12 IN. DEEP AND 8 L.F. ON EACH SIDE OF ROOTBALL ADJACENT TO CURBS AND PAVED SURFACES. 3. THERE SHALL BE A MINIMUM ROOTBALL DIAMETER OF 10 IN. PER TRUNK CALIPER INCH AS MEASURED 6 IN. ABOVE ROOTBALL. Tree w/Foot Barrier Plantih Detail_ (NOT 1 O SCALE) Uz BDG Zz PAMMM14 z GL � OG `� + Una Ow mail 0 l- 4330 N Lexington St � Tacoma, WA 98407 i l l -F location C U' 455B St Helens Ave < Tacoma, WA 98402 W a .� < t.253.272.4848 ea f.253.276.0132 t�G Z www.bradtree.com info@bradtree.com d b � Q STATE OF WASHINGTON REGISTERED LANDSCAPE ,F CHITECT % le r adle R 57 w 06 M O tor 00 w >0) rC3 > Q o O -0 = Q Z LL G UJ o ( /"�\ V / ' ) LU V- w V = O ck� . � z U � o Q L s V � Q —C U F— U 0 rn o REVISION Date By s Indicated SL Sheet No. L- 3 of 3 Sheets TREE CALCULATIONS: Per FWRC 19.120.130 Zoning for Site = SF (RESIDENTIAL - RS9.6: SINGLE FAMILY ZONE) 25 Tree Units per Acre x 3.7 Acres = 92.5 Units Required 13 Tree Unit Credits Proposed (See Sheet L-2 Plant Schedule for Credit Breakdowns) + 63 Existing Tree Units On -Site = 76 Tree Units All existing trees will be retained on this site. However, existing trees located around the proposed building footprint will be removed as part of construction. There are additional mature evergreen and deciduous trees on the project site that do not appear on the survey. These additional trees would bring the site total tree credits above the required 92.5 units if represented on the plan. �d � , s c h � / 2/ Cr3'�-�``� / EXISTING ON -SITE TREE UNIT TABLE: TREE # 100 SPECIES F DBI- IN,) 20 REMAIN O) REMOVE X) O CREDIT 2. 101 102 M F 44 14 O 0 E 3 2 103 F 14 O 2 104 U 10 O 1,5 105 106 C C 14 8 0 O 2 105 107 108 F F 22 8 O O 2,5 1.5 109 110 F F 12 16 O 0 1.5 2 111 12 U C 14 8 O _ 2 113 C 6 % 114 C 4 115 F 16 O 2 116 F 14 O ` 2 117 F 20 O 2.5 118 F 18 O 2 119 F 22 O 2.5 120 F 20 O 121 M 8 --2.5 O 1,5 200 P 8 O 1.5 201 202 F P 20 18 O O 2,5 2 03 P 20 O 2.5 204 P 24 O 2.5 205 P 88 O 1°5 206 P 8 O 1,5 207 20 209 P U C 10 26 34 O O O 1.5 3 3 210 P 10 O 1.5 211 U 6 O TOTAL: 63 u KEY EXISTING CONIFER TREE • EXISTING DECIDUOUS TREE EXISTING TREE TO BE REMOVED ��.Vol,210 C 10„ K: 194 4VO • Cd f V1, ter' EXISTING TREE DRIPLIN c Oln A' ti ,- 209 / 4„ / e r 208 U 26" a - /' h ,U 0 s 1 1 20 P 10" x P $6� t „ c EXISTING DECI UOUS f1 TREE TO REMAIN (TYP.) l ,f 1 OP 205 8„ EXISTING CONIFER \�� / j A j /If / � 4 `Z� %i 115 J, 117 ;j \ F2 " e Jy" F 20" `I 119 11.8 jJ .. I: / Tree Retention / Replace ment Plan 'n / X Z J im 121 t�18" ry TREE TO REMAIN (TYP:) j 204 P24,. EXISTING TREE `i DRIPLINE (TYP.) REVISION Date By '= o'-O" esig L Sheet No. oje anager TR-1 FW P il nci SCALE: 1 "=30'-0" R to Nov 20i8 of I Sheets 0 10, 30' 60' Pas ^ 3