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19-102839 (3)C I Iftos V-A No Level 1 4,056 .Level 2 3,150 R KING COUNTY A55r:55OR STRY 32,640 (CONDITIONED) V-A YES IITER (32,160 INCLUDING OVERHANGS) M.1. I —1,—1 14-1—AIA t,-nmntTv-#jt:n) i imt-Acit,, a= niiTLi tiv;:iPuAwe APPLICABLE, CODES International Building Code (I5C), 2016 edition, including Appendices E and J Washington State Amendments, WAC 51-50 and RCW 1521 4 10.92 AccessibilitV Code ICC/AN61 A111.1-20013 International Mechanical Code (IMC), 2015 edition I Washington State Amendments, WAC 51-52 and RCW 19,21 International Fire Code (IFC), 2015 edition, including Appendices 15, C, E, F, and I Washington State Amendments, WAC- 51-54A and RCW 11321 International Existing Building Code (IEBC), 2015 edition International Fuel 4 Gas Code (IFGC), 2015 edition International Property Maintenance Code (IFMC), 2015 edition International Energy Conservation Code (IECC), 2015 edition Washington State Amendments, wAr, 5wiR 4 51-11r, and RCW 113.21 Washington State Energy Code (WSEC), 2015 edition National Electrical Code (NEC), 2011 edition Washington State Amendments, WAC 296-43,2%-45 4 2%-465 and RCW 11326 Uniform Plumbing 'Code, (UPC), 2015 edition, excluding chapters 12 and IE-) Washington State Amendments, WAC 51-56 and RCW 1921 EXISTIWS.10ARKM REQJIIREMT IS200OW CRISCHES, ETC PARKING REQUIRED I FOR EACH 5 SEATS OR 10 LINEAL FEET OF BENCH SEATING EXISTING CHURCH DESCRIPTION-. QTY. CAS ;LLATION SEATING 'THEATER CHAIRS' 312 312 /5 63 WILDING 9A9 'MOVABLE CHAIRS' 50 50/5 10 PEWS/BENCHES - 510, / 10, 51 124 - FAW,Qh* REMIRED = 124 -0 J, .32 PARKING 26 PARKING 4 PARKING STREET--/ 0000 J- 7r - 1, I-J,4 or 1 1/.2vw= fo r"AA14KjM3 FARKIWG REQUIRSO (08 -0- J TOTAL EXISTING SITE ,�� ' .a l /I j/ ////! PARKING REQUIRED 192 I / /// % !! DENOTES AS BUILDING TO BE DEMOLISHED/REMOVED j x\ / / ! N/ T1 16" l jf ��ll f / 1 iJ/ CONTAINER �� '' g ./ ff/ �rlf j ' j I �•/ Co �j R�P RAP �..�,�1, l / ,� 1 / t !�j 1� �-�— � I @ 1,12b APN 0521049142 REGITZ ,\CAD\2018\1 8-16 Chri z KESLER STOP 10" STOP LUI C) tom• ;i // PARK 0 00,00 CHURC14- loo, l000, GRENG I. 6' WOOD Pk 5153900080' 11-14PROPERTY BORROWER LP ARWIMM". A-1.0 EX, SITE PLAN, PROJECT DATA, VICINITY MAP A-1.1 PROPOSED SITE PLAN A-3.1 EXTERIOR BUILDING ELEVATIONS A-32 CIVIL EXTERIOR BUILDING ELEVATIONS EN3rNEERNG. C-100 COVER SHEET C-200 TE6C 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 C-501 SANITARY SEWER NOTES AND DETAILS C-600 WATER PLANS C-601 WATER NOTES AND DETAILS LANDW,Am: L-o OVERALL 51TE PLAN L-1 LANDSCAPE PLAN -NORTH L-2 LANDSCAPE PLAN - SOUTH L-3 PLANTING DETAILS TR-I TREE REPLACEMENT .. ... . ..... z, M—&l ......... ... 415 --g M -Y- t 4, zp Gi PRQJ 6x, W t# MW 4 3 4 AM N < VICINITY MAP, 0— SCALES NONE co < ry CONSULTANTS WV). Christ's Church at Federal Way AH15L 0 941 South Dash Point Road 2215 North 30th Street Federal Way, WA 138003 suits 300 ARCHITECT: Tacoma, WA 96403-3360 PRIMARY CaffA0 , (253) 353-2422 cc The Kelmig Associates L&PAic-An A8QH1=-. D 3010 Street 5E IBRAOLEY DESIGN GROUP Auburn, WA W02 Kathleen l5radley Reader (253) 9313-3232 4330 N. Lexington St FAX-.. (263) 136-1309 Tacoma, WA. 0 STRtJCjyENGIhUR:- (253) 212,4846 C10 c— AH5L C) Ken Leland, PE, 5E C) 2215 North 30th Street X Suite 300 Tacoma, 98403-3350 (253) 3 3-2422 Q) Cc CIVIL ENEER 4-� WS AH5L 0 Todd Sawin, PE 2215 North 30th Street Suite 300 Tacoma, WA 98403-3350 (f) (253) 383-2422 C— F 7 1 FROECT LOCATIOX, 1341 South Dash Point Road Federal Way, WA 98003 ASSESWR PARCEL WMR- 052104-9092 161,110 5-F, (3.16 ac.) Q6TR- SE-5-21-4 LEGAL DESCRIPTION. FOR NW 1/4 OF SE 1/4 OAF - BEG 6E CO SO NW 1/4 OF 5E 1/4 TH 5 59-53 -59 W 210 FT TO TP05 TH N 0-05-23 E TO 5ELY MGN OF MALTIBY RD (S DASP POINT RD) TH SWLY ALG BE) SELY MGN TO 5 LN OF 61) NW 1/4 OF SE 1/4 TH ELY ALG SO 5 LN TO TP05 ZONWa DES43UTION: R513.6 COMPREHENSIVE PLAN DES04ATION: SINGLE FAMILY, HIGH DENSITY = LIMITATIONS: REQUIRED YARDS: FRONT- 301 SIDE- 30' REAR- 301 MAXIMUM BUILDING HEIGHT- 301 MAXIMUM LOT COVERAGE- 15% IMPEFMQ& CALCULATION. TOTAL 51TE = 161,110 5F, LANDSCAPED/NATURAL AREA 56,662 SF IMPERVIOUS AREA = 104,508 SF (64.801.) PARKING SIZE AND DgSIGN STANDARDS STALL 51ZE DRIVE A15LE STANDARD 13' x 18, 25-5' COMPACT 8' x 15' 25' ACCE5515LE 6' WIDE / 8'ACCE55 AISLE (5' NON -VAN AISLE) EXISTING OFP-51TE PARKING. OFF SITE: I(o(o (PER SEPA DNS 02-101-602-00-SE) 'Upon completion of a proposed parking lot addition at Sacajawea Junior High School, a total of lb(o parking stalls will be available to the Church use from the junior high school site via a reciprocal parking and access agreement' ,Z) Uj CD '0 U 0,- 5� t� Lj V) V) Uj < Cr < 0 Uj CD CN V) P, -\ :low ARCHITECTS PLANNERS JOB NUMBER 18-16 DATE— 2-18-2020 SHTAIn0— JL OF 4 ,. ' f , f OPENING y� '. 2, AHOL #108 NAIL AND WASHER 8�g I8. 0 :' " a,, ' ✓' c4: s� N: 25524.9557 t e� 9 m E: 271886.5679 �. ' SiDELEVATION T EYAT{ON ,, �` �} • � }� E V. 441.1 9.FR4N , IMPRO ALL EXISTING ISLAND + PARKINq TO MEET TYPE IV, q 0 < y g AND CURRENT FWRC STANDARDS SOLID SCREEN! PER :: LANDSCAPE PLANS CMU CAP �'� `` ` • 0 2' OVERHANG 2' OVERHANG I ,4I. SIDES / 25 -0' j TYPE L XWALK GAVNIZED � AHEAD POLE WITH CAP f 'r 7 CMU TO MATCH ::'.►:.:: WATER AULT + (GI _z ' ? 1 N BUILDING x. s z A f Q0 IMPROVE E BUILDING : �A* " e � 2' OVERHANG � W M PER L NDSCAPE P AN "DO MEET SCAPING 18,222 SF C�RRENT FWRC STANbA" DUE i S -0- �.' : FF=439.74 5 ` REPAINT EX15TI TO NON-coNFORMANCI a, AMBL #105 DIRECTIONAL Y l SIDE ELEVATION NAIL AND WASHER N D N:125390.7527 a E:1271501.7106 > REPLACE EXISTING FIRE DEPT. LOCK }• wo <� ELEV. 427.48 BOX WITH NNW. RECESSED 'KNOX' ` .. 1 \jael ~ / a BRAND -KEY BOX, LOCATEPERy j ENCLOSURE i sGARBAGE:g FIRE MARSHAL. SCALE@ 1/4'�1'-0' �a ■�■1'KC t FF=439.76 a,5r7D50(2)L MA INC. , FF 439.80 ' IM OV A PR E LL XI .� ;'..';;. ,.. , a , �E St NG ISLAND S SURFACE WITHOUT' CURBS SHALL HAVE A. YELLOW � ROLLED CURB OR RF 1= t"4 :. IRRIGATION X:•,,.., . �'; SIX-INCH WIDE STRIPE PAINTED EXTENDING THE LENGTH OF THE ` _= �,-.' PARKINS �'O M��' TYPE i V, q GU T C STANDARDS DESIGNATED FIRE LANE. THE SURFACE ADJACENT TO THE STRIP SHALL CONTROLS D :,° h=39'SQ'23" r BE MARKED WITH BLOCK LETTERING PER THE DETAIL BELOW. ze ''-mac•-- l STREET/ .•y < >E3 II QPUBLICPN �10490 L=FEDERAL MyP CH01) SOOL '000J. 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Oi: a°♦•JO.ei O•i 'a•Y . : .e4� a♦e ♦.♦♦ee♦♦� • ••e ♦ ♦ • • e y♦t it • • • ♦ ♦•♦ ♦ • • • ♦ • OO ♦ ♦ +...J.�_O.�♦ of ••.♦O••••Ji1•ia •4 re♦eii•O -• e.4 4•e� ♦tai♦9♦N•e:° O•♦i ♦♦i ♦ia ♦it ♦ .P �' I NOTE: 3900120 IDENTIFYING �n � ■-■ ■ ■ A � *• ixl �1 d ■ III II Y ■ ■ ■ r C ■ ■ ■ ■ ■ ■� ■ ■ ■ ■ i3 ■... ■ ■ ■ ■ ■ ■ ■. ■ ......__.; I;RECEF`TACLE5Y WASTE TYPE. • • / i F �. i Role] 041-03 4 1 ♦. c r • 1 --- r m i PAWN* REQUIREMENT EXISTING INILDING 'B' (Cwo 5F) PARKING REQUIRED EXISTING AREA (SF-) OFFICE USE GFA (PER CITY) 1 SPACE PER 300 SF (GROSS) 9fo10 8F / 300 SP PER SF = 32 SPACES PARKING REQUIRED = 32 PARKING REQUIREMENT EXISTING BUILDINCx 'A' (16222 5F) 19.200.050 CHURCHES, ETC PARKING REQUIRED 1 FOR EACH 5 SEATS OR t0 LINEAL FEET OF BENCH SEATING DEMIPTION QTY. L.F. CALCULATION EXISTING CHURCH SEATING 'THEATER CHAIRS' 312 - 312 / 5 a 63 'MOVABLE CHAIRS' 50 - 50 / 5 = to PEW5/15ENCHES - 510' 510' / 104 = 51 124 PARKING REQUIRED - 124 PARKING REQUIREMENT MINISTRY CENTER EXPANSION PARK.M REQUIRED SPACE TYPE S.F. RATIO CALCULATION SPACES OFFICE 6,845 1/300 6,845 / 300 = 23 CLA65ROOM 8,313 I/TEACHER* 20 teachers 20 ASSEMBLY 13,153 1/300 13,153 / 300 = 44 6UPPORT/MECH/ 4fo11 1/300 4fo11 / 300 = 15 TOILET/STORAGE 32,416 S.F. *2 tethers per classroom, 10 classrooms PARKING REQUIRED = 102 SACAJAWEA MIDDLE SCHOOL 19200.090 SCHOOLS PARKING REQUIRED 1 PER EMPLOYEE 68 EMPLOYEES X I = 68 PARKING REQUIRED FOR SCHOOL EXISTING SCHOOL PARKING NORTH LOT (Existing) = 36 STAFF (PER.FWPS.ORG) SOUTH LOT (Existing) = 34 TEACHER 42 EAST LOT (Existing) = 160 ' ADMIN. 3 WEST LOT (Existing) _ 93 SECRETARY 5 PARAEDUCATOR 1 -- TOTAL AVAILABLE 323 MiSG. it ONSITE PARKING TOTAL STAFF = 68 PLANNERS JOB NUMBER IS-16 DATE 2-18-2020 SHT A-lml 2 of 4 . .PIotNa ve 300 - WPD2 ,CAD\2018\18_16 Christ's Church\Church Site P an 020420.dWg,2/1$/20209.37-41,8AM, C Office 4 ABOVE AVERAGE BUILDING ELEVATION ELEVATION AARAGE HEIGHT NORTH (28'-8' + 33'-2' ) / 2 -. 30'-11, WEST ( 33'-2' + 2V-0' ) / 2 = 31'-1' SOUTH ( 32'-0' + 32'-0' ) / 2 = 32'-0' EAST (29'-0' + 28'-8' ) / 2 _ '28'-10' TOTAL = 122'-10' AVERAGE WILDING ELEVATION = (122'-10') / 4 _ 3IDF.e312' FUJRC 113200950 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 tree 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 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. NORTH ELEVATION SCALE- 1/810- 1'-010 5A1 nB n1 l nil EAST ELEVATION SCALE, 1/89- i'-0' ;slum ARCHITECTS PLANNERS JOB NUMBER 18-16 DATE 2-18-2020 SHT A3nl-. 3 of 4 :.\CAD\2018\18-16 Chr ist's Church\18-1.6 Christ's Church EXT ELEVS 020520.dwg, 2/18J2420 9:39:38 AM, Oce PiotWave 300 - WP02 FWRC 11320OD50 CHURCHES C� 00 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 ft. _0 6. Maximum height of any portion of the principal structure may be 0 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 30ft., and c An increase in height shall not block views designated by the comprehensive plan. ry o LW C/*' WW \� O a } cc ' 443.95 Gymnasium -- SOUTH ELEVATION ARCHITECTS i PLANNERS 11 JOB NUMBER - DATE 2-I8-2020 SHT A 3.2 4 of 4 CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON. 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 00°05'23" 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 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. LOCATION OF "SE" PHOTOS 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 I►, 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, PL S 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 BRADLEY DESIGN GROUP 4330 NORTH LEXINGTON STREET TACOMA, WA 98407 PH. (253) 272-4848 CONTACT: KATHLEEN BRADLEY READER ARCHITECT THE KEIMIG ASSOCIATES 307 D STREET SE AUBURN, WA 98002 PH. (253) 939-3232 FAX. (253) 735-1309 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 EXISTING LEGEND Q FOUND MONUMENT SET NAIL AND WASHER o BOLLARD o MAIL BOX n SIGN O SANITARY SEWER CLEANOUT O SANITARY SEWER MANHOLE O STORM CLEANOUT ❑ STORM CATCH BASIN Qp STORM MANHOLE ® YARD DRAIN O ROOF DRAIN ® GAS METER In GAS VALVE aPOWER TRANSFORMER E— GUY ANCHOR -0- UTILITY POWER POLE z JUNCTION BOX 0 POWER METER © POWER VAULT LUMINAIRE ❑ TELEPHONE RISER a] TELEPHONE VAULT FIRE DEPARTMENT CONNECTION M FIRE HYDRANT ® HOSE BIB ^Ivl IRRIGATION CONTROL VALVE ® WATER METER WATER VALVE a WATER VAULT C-CEDAR, F-FIR P-PINE, RW-REDWOOD C-CHERRY, M-MAPLE P-PLUM, U-UNKNOWN — — — — D STORM LINE — — — S SEWER LINE — — W WATER LINE ----G GAS LINE — P ELECTRICAL LINE T COMMUNICATION LINE — — — — — OHP — OVERHEAD UTILITIES —x x—x x— FENCE . • """"""""ASPHALT CONCRETE Sheet List Table Sheet Number 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 C400 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 C-600 WATER PLANS C-601 WATER NOTES AND DETAILS TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Project Title: CHRIST'S CHURCH MULTI -PURPOSE BUILDING Client: CHRIST'S CHURCH 941 SOUTH DASH POINT ROAD FEDERAL WAY, WA 98003 MAC HOOVER Pro sect No. 2180539.10 Issue Set & Date: LAND USE REVIEW A 0 FEBRUARY 12, 2019 ` VIVAL "" A w7f/fw0 NOTICE ALTERATION OF THS DO UENT SHALL MADAM THE PMFESSION& SEAT. AND Si(NATURE. Kamm OF THS =AM DOES HOT DEROGATE FROM RESE M 0MRSIV MGM N IT. THS DOMMIT IS FOR USE ONLY FOR THE PRUCT DEN M N THE TIRE R= AND IS NOT TO BE USED FOR REPAIR MJOOFL OR ADDIRON TO THAT PRUCT OR FOR ANY OM PRUCT. 0 Revisions: Sheet Title: COVER SHEET Designed by: Drawn by: Checked by: AJ13 ML TCS Sheet No. C=1 00 DATE: October 11, 2019 FILENAME: Q:\2018\2180539\10_CIV\CAD\ Land Use Review\2180539-SH-COVR.dwg 1 of 12 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. N GRAPHIC SCALE 0 15 30 60 � .,.._ �,.. 1 " = 30 FEET r . STOP ' T.E.S.C. LEGEND INLET PROTECTION C-201 IP REMOVE EXISTING UTILITY -� 8 CHURCH /�N'319O O O O CE CONSTRUCTION ENTRANCE C-201 / f �' ✓ j CL CLEARING/PROJECT LIMITS .101 ----------- r ✓ j SL SAWCUT LINE 100, / / ', ,✓ D �,r ✓'i s - , SF SILT FENCE i.✓ '��: KEY NOTES: IP OPRESERVE EXISTING UTILITY TO REMAIN. IP j REMOVE EXISTING CATCH BASIN. CAP AND ABANDON EXISTING PIPE p ✓ ,� ,- O EXCEPT UNDER NEW BUILDING LOCATION REMOVE PIPE. rCL EXISTING POND TO BE TEMPORARY SEDIMENT POND. REMOVE RIP RAP PRIOR TO FINAL SITE STABILIZATION z . /✓` I�'�' t� REMOVE EXISTING CONCRETE WALK V; REMOVE SHED Ip REMOVE EXISTING ROCKERY fir,ftI�f E ./sue i REMOVE CONCRETE CURB AND ISLAND BUILDINGA' CITY OF FEDERAL -WAY I '�/ Y ^f: �/ I f j C.% l l l t r'S• i`sI t/. ,3 t 1 t'�"t y f, ..p .R _ :i. �*., ^^w,. ' •-,.. 1` _-........ ...___ __...� EROSION/SEDIMENTATION CONTROL NOTES.: . / Tgg 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF ;PLI T % /.28 j 3 .. � / 3 PERMANENT ROAD OR DRAINAGE DESIGN (I.E. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, �� RETENTION FACILITIES, UTILITIES, ETC.). NT- 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND euILDING'C'E d UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL / SL, i vT� CONSTRUCTION IS APPROVED. A TO BE REMOVED ? 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. 75 OULDERS 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 -' - 5 w DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. .ijj 'Q I i fP f f f BUILDING 'B' If BUILDI 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. ' TO BE REMOVED _ J t I: DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (I.E. ADDITIONAL SUMPS, 11 7I 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 7 # TO ENSURE THEIR CONTINUED FUNCTIONING. 1 ----_ 3 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS WHERE NO FURTHER WORK IS ANTICIPATED OR A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (I.E. f j BUILDING'E' SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.) TOBE REMOVED 8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN 15 DAYS. .�. . 9THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE I � '. f I _ 11 / � � ✓ �... r•... E A MONTH OR P - — - _. -- 7 "° WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. �Y _ �CNTA1 I 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL 'p ; ' CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 77. 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF z.. .. � CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT ADDITIONAL MEASURES MAY BE 00 1 j REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. f ` 2. IN APPENDIX SECTION D.5. F THE KCSWDM ARE IN EFFECT 41.E IP 1 w 1 WET SEASON REQUIREMENTS AS DESCRIBED D, S 2 O BEGINNING OCTOBER 1 THROUGH APRIL 30. _ _ 13 ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH Li THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE -- Fpn."w .. .. ........ ......" n ,•aYroc.,r.-... �e;.z...;.,. cK',.�.._�J:..,bw,,, avi::r .•--"i.��.z�� ---., ..-:.�� X..__'._ wc,va : PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY i SHALL NOT BE USED AS A TEMPORARY .. EXISTING HYDRANT TO BE SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING 1 RELOCATED PER LAKEHAVEN BASIN. WATER AND SEWER DISTRICTS DIRECTION. 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. v e 16. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE PROVIDED PER SECTION 22-1568 (C) (6) (A-G) OF FWRC. Know what's below. Call before you dig. TACOMA - SEATTLE - SPOKANE - TRI-CITIES 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Protect Title: CHRIST'S CHURCH MULTI -PURPOSE BUILDING Client: CHRIST'S CHURCH 941 SOUTH DASH POINT ROAD FEDERAL WAY, WA 98003 MAC HOOVER Protect No. 2180539.10 Issue Set & Date: LAND USE REVIEW FEBRUARY 12, 2019 �1 N0110E ALTERATION OF THIS DWAIENT SHALL INVALIDATE N# PRUES9@UL SEAL AND SIGNATURE. PUBMICIN OF THIS DOMAQNT DOES NOT DEROGATE FROM RESERVED OV*M P RIGHTS N IT. THIS DWAIENT IS FOR USE ONLY FOR THE PROJECT DENTFED N THE TIRE BLOC( AND Is NOT TO BE USED FOR REPAHR, REMODEL OR ADDRI N TO THAT PROJECT OR FOR ANY 01M PROECT. A A Revisions: Sheet Title: TESC AND DEMOLITION PLAN Desioned by: Drawn by: Checked by: AJB ML TCS Sheet No, C=200 2 of 12 Sheets DATE: October 16, 2019 FILENAME: Q:\2018\2180539\10-CIV\CAD\-Land Use Review\2180539-SH-TESG.dwg 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 I TACK WELD TEMPORARY SEDIMENT POND BOT ELEV:394.0± 2' MIN. 6" 'MIN. 18 MIN. CONCRETE BASE 2X RISER DIA. MIN. ® SEDIMENT POND RISER NOT TO SCALE Know what's below. Call before you dig. 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 FILTER FABRIC MATERIAL MIRAFI 100 NS OR EQUIVALENT 2" X 2" BY 14 GA. WI R E 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 0 N En N EXISTING FRONTAGE ROAD EDGE OF EXISTING PAVEMENT EN R=25'MIN: GEOTEXTILE re 0 12" MIN. 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 245(U.S. STANDARD SIEVE) CONSTRUCTION ENTRANCE V / NOT TO SCALE (11 CHAINLINK FENCE 2.0' MIN. . 8" SIDE VIEW EXISTING GRADE T r I Jr= a,, r= 6' MAX. FRONT VIEW SILT FENCE NUT TU SCALE Lo 0 0 N 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 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. TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Proiect Title: CHRIST'S CHURCH MULTI -PURPOSE BUILDING Client: CH RIST'S CHURCH 941 SOUTH DASH POINT ROAD FEDERAL WAY, WA 98003 MAC HOOVER Project No. 2180539.10 Issue Set & Date: LAND USE REVIEW FEBRUARY 12, 2019 w/f/i0'0 NOTICE ALTERATION OF RBS DOUNW %WL NVAAATE THE PROFESSONAL SEA. AND SI(,NATUM PUBUCARON OF W DOCREM DOES NOT DEROGATE RN RES M ONN RSV MTS N FF. THE DOg11ENT IS FOR USE ONLY FOR RE PROECT MTB N THE RRF BLOC( AND IS NOT TO BE USED FOR WAR RF MEL OR ACTNN TO THAT PMECT OR FOR MY OTNER PRO,ECT. A A Lit Revisions: Sheet Title: TESC NOTES AND DETAILS Desioned by: Drawn by: Checked by: AJB ML TCS Sheet No. C=201 3 of 12 Sheets DATE: October 16, 2019 FILENAME: Q:\2018\2180539\10_CIV\CAD\ Land Use Review\2180539-SH-TESC.ow9 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 / �r AREA CONSTRUCTION AREA CONSTRUCTION BUILDING J 6S.F. TYPE PER IBC SPRINKLED BUILDING S.F. TYPE PER IBC SPRINKLED A 12 V-A YES A 16,222 V-A YES ": M B 9,670* V-A NO B 9,670* V-A NO BUILDINGS C, D, AND E TO BE REMOVED NEW MULTI- 32,640 (CONDITIONED) V-A YES f/ ' C 7,860* V-A NO PURPOSE (32,760 INCLUDING OVERHANGS) f 1�.y;5 Level 1 4,056 f j Level 2 3,750 Main Level 16,640 (CONDITIONED) / (16,760 SF WITH OVERHANGS) x:✓ !-' D 1,084 V-A NO Basement 16,000 (CONDITIONED) / E 1,792 V-A NO * PER KING COUNTY ASSESSORIf / ✓° �" 3" HOT MIX ASPHALT (HMA), CLASS 2" 5x.%' /r,✓ 31Q�0000aoo�a000�000�000°000�0000000a000°000 00 / oo�Q°oQo�Q000�Q°000�Q°oOp�Q°000�Q°oQO�Q°oQO�Q°oQO�Q°oQO�Q°oQO� QO / / / / O �8� CRUSHED SURFACING BASE COURSE, WSDOT 9-03.9(3)VM, Mill -11-4" -=F1 1-=I I=1 NOTES: 1. DEPTHS ARE COMPACTED REMOVE UNSUITABLE D"pO` ~'� ,�. ° ` / '' /✓��%�f / r` / # 1 THICKNESS MATERIAL AND COMPACT SUBRADE TO 95% MDD. ",•'" ��,',,-,�''�.°'', r" ,.�, 's I ( � PAVEMENT SECTION A NOT TO SCALE BUILDING 'A'� s f ✓�� l `.r'/, fir, - _ i 'i " X s ,I DOORIf t COVE / Ijj3�"50923" r I a a . ,4 .__. L548.28' j j DOOR li /f DOOR, „-- r' _ sum . � � ��; j J If / I r 0 BE =R� 5' el MULTI-PURP 4.�� ' , 4` , _ 25 BUILDING 'B' 7.0 �-, OO ' 91 BSMT. .e. 5' CONCRETE WALKWAY (TYP) =FO13EREr��vF-� j M,�j ; CON i If If / l — - DOOR 1 CQ AII`tTETZ 7 y BSMT. DOOR DOOR f If DOOR + 6'' / �,- ` T y 60'----420' BEGIN STATIOl' N 125124.7285 E 1271366.1298 Know what's below. Call before you dig. IFC COMPLIANT HAMMERHEAD TURNAROUND EXTRUDED CURB G C-401 I GRAPHIC SCALE 0 15 30 60 1" = 30 FEET ASPHALT PAVING - STANDARD DUTY A C-300 4 u 4 ° CEMENT CONCRETE WALK LANDSCAPING —x—x—x x x— CHAINLINK FENCE PROPERTY / RIGHT-OF-WAY LINE CENTERLINE BUILDING OUTLINE KEY NOTES OMATCH EXISTING ASPHALT. SEAL JOINT WITH ASPHALT EMULSION PER WSDOT STANDARD SPECIFICATION 9-02.1(6). OMATCH EXISTING CURB AND GUTTER. O4" 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 LINK FENCE PER WSDOT STANDARD PLAN L-20.10-03 TACOMA - SEATTLE - SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Pro iect Title: CHRIST'S CHURCH MULTI -PURPOSE BUILDING Client: CHRIST'S CHURCH 941 SOUTH DASH POINT ROAD FEDERAL WAY, WA 98003 MAC HOOVER Project No. 2180539.10 Issue Set & Date: LAND USE REVIEW FEBRUARY 12, 2019 wi NOTICE ALTERATION OF TINS DOMWDIT % LL NYAIOATE THE PUTSMM SEAL NO SIGNATURE PUBl070 OF THS DOCUMENT DOES NOT DEROGATE HU RESSM ONIERSHP WO N R THS DOCUMENT IS FOR USE ONLY FOR THE PROW DE 7M N RN: TIRE BI.00I( AND IS NOT TO DE USED FOR WAN, MODEL OR AODITNTN M THAT PMECT OR FOR ANY OM PRO.ECT. 4 A A A Revisions: Sheet Title: HORIZONTAL CONTROL AND SURFACING PLAN Designed by: Drawn by: Checked by: AJB ML TCS Sheet No. C=300 4 of 12 Sheets DATE: October 11, 2019 FILENAME: Q:\2018\2180539\10—CI\ACAD\—Land Use Review\2180539-SH-CNTRL.dwg ILIJ LEGEND ASPHALT PAVING - STANDARD DUTY A C-300 < _ d 'd d. CEMENT CONCRETE WALK g_ d LANDSCAPING —x—x—x x x— CHAINLINK FENCE PROPERTY / RIGHT-OF-WAY LINE — CENTERLINE STA:6+12.96, 6.131T<1 STA:6+17.85, 0.54'RT Know what's below. Call before you dig. STA:6+70.15, 23.721 A . Ak KEYNOTES: ODOUBLE YELLOW CENTERLINE PER CITY OF FEDERAL WAY STD DETAIL 3-17 OWHITE EDGE LINE PER CITY OF FEDERAL WAY STD DETAIL 3-17 OTYPE 2SL (LEFT) TRAFFIC ARROW PER WSDOT STD. PLAN M-24.40-02 ORELOCATE EXISTING POWER POLE ONEW HMA PAVEMENT, PROVIDE 4 FOOT SHOULDER STA:7+91.13, 21.971 STA:7+65.61, 9.691<1_)__,�, STA:7+46.98, 22.021 STA:9+36.83, 20.611T STA:9+36.49, 8.28'L STA:8+86.73, 22.021L STA:8+86.50, 9.691 / 01 TELECOMMUNICATION VAULT STA:7+86.48, 1.65'RT A:7+61.42, 4.731T STA:7+36.48, 1.65'RT STA:8+35.81, 4.091T STA:9+36.48, 1.18'RT STA:12+06.82, 13.021T / / / s / QO / 5 , A:12+06.49, 1.02'LT GRAPHIC SCALE 0 15 30 60 1" = 30 FEET TACOMA • SEATTLE - SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbi.com WEB Pro iect Title: CHRIST'S CHURCH MULTI -PURPOSE BUILDING Client: CH RIST'S CHURCH 941 SOUTH DASH POINT ROAD FEDERAL WAY, WA 98003 MAC HOOVER Pro sect No. 2180539.10 Issue Set & Date: LAND USE REVIEW FEBRUARY 12, 2019 'IONAL wife2wo NOME ALTERATION OF TM DOCUMENT SNAIL INVALIDATE THE PRWES90NAL SEAL AND SIGNATDRE. KRICATION OF M DOCIAENT DOES NOT DEROGATE FROM RESERVED O*MF RIGIM N IT. TINS DOCUIORT S FOR USE ONLY FOR M PROECT DFNM N THE TINE iiOO( AND 6 NOT TO DE USED FOR REPAIR, REI/ODEL OR ADDITION TO 7NAT PROJECT OR FOR ANY 07H R PROJECT. A 0 L__! 1 Revisions: Sheet Title: OFF -SITE IMPRVOVEMENT PLAN Desioned by: Drawn by: Checked by: AJB ML TCS Sheet No. C=301 Value of 12 Sheets DATE: December 18, 2019 FILENAME: Q:\2018\2180539\10—CIV\CAD\—Land Use Review\2180539-SH-OFFSITE.dwg 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. ♦ .k il,ti wt i1J E\F.Y3 ^^^"Y'v CJ ilV 12' CPP SE I -434 67 / r` NF. y 12' CPI' SY -_434 60 / VALIL ER. NW r ! w l �. j LIGHT Ahl � F^ r. Q ,STOP EXISTING TREATMENT SWALE00, S'CB 5378 RIM=436:72 !' ' �I is'" IE IF: 4a4'.99i p ✓PX 8" fP SE 1E=435.02 r . I , ✓.. `' t f STCB 504 RIM=433,09 `2" CPP NE IE7=429,74 12¢; CPS' SW IE=429.79 '.. . 12 C;PP �W I=429.74. of 00, STC8 5288 R"'IM=A36.13 / r ... s CHURCH/I �t H'✓/ 6" PVC SE :E=431,43 / // " er.. .. SC8 501 Rli�i--4'Rf'.:,9 6 PVC SW iE=431 1 i,f% . 8>= i SitIE=435.24 m 12„ CMP----, s; �r 43e t= : �TCB 507 RIM= 435.90 (E=43/ � 3.01 ~ -. , , _ i '412 CPP NE E 44u : , 4" PVC SE 1E=43;.80 r L i f 8'> Ii' S'v r ' 12" CPP �NW IE . r34.68 6" PVC SE E 43 ,25 <, 6" PVC SW 1i 4 i2.OI; CAN SEE. P PE: N : < ✓� r f 12" PVC 430.70 12" (W) NEW / REPLACE STRUCTURE WITH SFMH72 TYPE 2 54" ,/ .. � %'` ; ,,, . ' f, / �,-� `'.,•,t°'`°` ;--, i. �. �� ,[ 12 LF 12" @ 1.00% / { _ m` ,. , . f, �/ i, . �� l 72" TYPE 2 CB _.. i l RIM: 432.52 / i 1.- j 12" P F f 1 j. IE: 430.58 12 (NE) C403 �. `.i' jl t �, , . �-�----' �� I IE: 428.28 12" (SW), r �/ f r STCB 508 RIM=429.21-....: 12 CPP NE IE=426,7 12" CPP SW 1E= 426.71 d. HE t _ i / f . �x / ''s / ` r 9t ✓ f I ADDER / '/r, r 8" Pvis r - t � ) , STMI E 559 3 f "e r✓ ` s i _� STMH 5557 RIM=438.90 _ __�_ S IB S ;W �} st , ;; - -n r I r Iti i C <'ry NW 4" PVC S IE=432.22 f / / 6" PVC S IE=432.25 cif f .PVC NW IE=431.$2 I -g -1-._.-' � � '.: Bsa t LADDER N STCB 5526 RIM=439.2 i ....... 1 I y I''5" CPP SNr' IE=435.58' i ("'--$ . ' 8' IP NW I_E=435.51 �, F BUILDING'ASTCB 1089 RIM=439:50 - O> 4c �®/////, o�o £ftf 8" CPP NE IE=436.03 r s" i� o°� �rt � ,,/ � FF-439.79 8„ CPP SW Ir=436:5 "� ✓ //f/ / ' STCR: 1189 RIM--439.39 ... �I CPP NE IE=436.29� i F ------� STCB 509 RIM=424.83 Cj 12" CPP NE IE=422.1':.� 12" CPP SW IE=422.1° TWA39.1 r# r <;;, ,�#z Itt tr = �£ ,, -- BWA29.2f OLS p STREET / f / /f 1 ft # J , /N. '.. f . f .. APN 0521049024 4 (."..1�% .. FEDERAL WAY DOORA40.21 f PUBLIC SCHOOL FG. 436. - j- t DOORA40.21 FG:430.05 FL: 440.63 Z, STAIRS CB #2 "✓ '� 2 f LIMITS FOR POTENTIAL I : & 1 j j CB #8 : C i ... ,,,,, TOP:436.7 CB TYPE 1 �„ . - E % ' C-401 ( _ FL_442.31 f �` CONCRETE RETAINING CB TYPE 1 TW:437.7 BOT:431.4 RIM: 440.71 VAULT r '' j ) ,E FL: 441.29 i �$ f /I f j j RIM: 432.79 BWA37.7 V! jf / S IRS IE: 438.21 12 (S)) a : ~-_______ -�N- LANDSCAPING WALL IE.427.06 12 (NE) 4 PVC, el IE.43.21 12 ) _ r. �,. g ;. 43.` H=0-4FT 8 . 0 RIM-4G 0,58 _ IE: 427.06 12" (S) i": P=4'313.19 j; f f j Tfi�P.437.0 44 \_ CPP NE IE=416.53 /f f /�f jOT:431.0 S CPP SW IE-416.50 / / ^7 BUILDING 'B' TW'437.0.; &6� :442.3 i 3 ik BW:442.3' FF=436.24 BW:437.0 DObR:431.25 DOOR:140.2 T\N:443.7 1i j f _� ( a 440. CB #1 1 f STCB 1707 M=43 . PROPOSED ,, I CB TYPE 1 4." PVC, N IE:=434.5`. , j/ �f f{ 6" PVC S IE=434.38 till MULTI -PURPOSE ` p`L 3 t ( RIM: 441.01 C-401 jI f 4" VC W 'E=434.63 _------_ 1_ I IE: 438.90 12" Tw:440.5 j: BUILDING _ _ -s 132 LF .12 @ 0.50°( (� I f BWA31.0 - �� f Tw:443.1 � fs� '� � �) � FF-443.25 � �L: 44 �2 S_MH 899 R M=4 33.9 3 BW:440.5 _ j �- - _ DOORA31.25 : 442.18 x j / UNABLE. 0 OPEN / DOOR:443.25 i } � SOI..IO ;,AID WITH PAD LOCK FL:442.50 - ff1 p 4 12" 1.01% I: 3 1 j� , DOORA43.25 - I y3i rr f I j l 7 TAIRS "--_--, FL:443.04 -17 DOOR:443.25 12" TOR:443.1 LANDSCAPING WALL l 1 f j f FG: 437.31 CONiAtNR _ STAIRS -`�_ FL:443.25 H=0-4FT / 437 � B'�T:438.1� ' ' _ '° . ..._ - - � : FL: 4 .27 •, � .; TOPA41.3 --_ D00:429.25 FL 442.26 h . • j CAI, AI - BOT:429.1 I r. t FG: 438.10 :443.2 BW: 29.2 �, . r "P ;C ; • ' FG�437.48 4 24 j l I L:441.79 12 LF 32" 2.50° f 58 L 12,F 1 FL: 441.96 0 1 a J 00 o v' .. - TW:441.3 1- 1 A� chi J. BW:441.3 / e 54 ,N , iCiO FL' 443.00 -� ..._ -_ FOOD M��_ � _� :_._. _ �- x " _-..._4_____�g.. 1 23 LF 12" @ 2.01% FL: 436.56 x. --. mom:..._. x„;; _ _ _ APN 0521049142 awl APN 515390 30 APN 5153900120 PN 5153900110 ( 5153900.080 i REGITZ 1°� FL: 436.53 MALE CB #5 C KESLER / GRENG IH4 PROPERTY �°o FL: 436.69 CB TYPE 1 01 I BORROWER LP UNDERGROUND INJECTION WELL �o� RIM: 436.32 CB #3 CB #4 RIM: 433.77 Qz IE: 432.26 12" O CB TYPE 1 I CB TYPE 1 C t IE: 430.52 12 (SSW) P I IE: 432.26 12" (I W) RIM: 441.19 C IE: 426.47 12 (N) S,� ND FILTER VAULT I C-401 / RIM.442.25 '-----STCB 513 RIM--411.5 IE: 426.47 12" (E) W/ 525 SQ.FT. OF SAND MEDIA IE: 437.55 12" (N) C-401 IE: 439.00 12" (W) ®0 LANDSCAPING WALL IE: 437.55 12" (W) 1 12" C NE .E= 9.66 RIM: 435.1 LANDSCAPING WALL 12" COLIC; SW IE: 432.02 12" (E) H=04FT IE: 438.71 12" (E) IE: 428.02 12" (V11) H=04FT Know what's below. Call before you dig. 111 GRAPHIC SCALE 0 15 30 60 1" = 30 FEET GRADING LEGEND J O V O V O V D 0 0 0 0 0 0 0 0 0 0 0 0-0-0-0- RIPRAP PROTECTION - - - - - - - - - - - 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 = 3,100CUBIC YARDS FILL = 400 CUBIC YARDS NET = 2,700 CUBIC YARDS (EXPORT) NOTES: 1. THE ABOVE QUANTITIES ARE ESTIMATES ONLY INTENDED FOR THE PERMITTING PROCESS. 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. RETAINING WALL NOTE RETAINING WALLS SHALL BE COMPOSED OF ROCK, BRICK OR TEXTURED CONCRETE AS APPROVED BY THE CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT SERVICES AND PUBLIC WORK DIRECTORS. RETAINING WALLS OVER 4' IN HEIGHT SHALL BE DESIGNED BY OTHERS AND CONSTRUCTED UNDER A SEPARATE BUILDING PERMIT. TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Project Title: CHRIST'S CHURCH MULTI -PURPOSE BUILDING Client: CHRIST'S CHURCH 941 SOUTH DASH POINT ROAD FEDERAL WAY, WA 98003 MAC HOOVER Project No. 2180539.10 Issue Set & Date: LAND USE REVIEW FEBRUARY 12, 2019 avif/.I v NOTICE ALTERATNN OF THIS DOCUAOT SNALL INVALIDATE THE PROFESSIONAL SEAL AND SI MAW PUBLICAM OF TINS DO=W DOES NOT DMU7E FROM RESERVED ONNERSIW MIS N IT. TM DOMMM IS FOR USE ONLY FOR 7HE PMECT WTFED N 1HE A11E BLOCK AND IS NOT TO BE USED FOR WAR Rk]IM OR ADD" TO 7HAT PRO:ECr OR FOR ANY OTHER PR°ECf. n A Revisions: Sheet Title: GRADING AND STORM DRAINAGE PLAN Designed by: Drawn by: Checked by: AJB ML TCS Sheet No. C=400 5 of 12 Sheets DATE: February 11, 2020 FILENAME: Q:\2018\2180539\10-CIV\CAD\-Land Use Review\2180539-SH-GRAD-STRM.dwg 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 -MOWED JOINT ¢ . PLANTING STRIP,'.'," %%*.'.'.'.'.', MATERIAL SHALL BE PLACED FULL DEPTH AROUND HYDRANTS, POLES, • ` POSTS. AND UTILITY CASTINGS. SEE DETAIL AT RIGHT. o I • I I f ) I 2. AN EXPANSION JOINT CONSISTING OF 3/8" PRE -MOLDED JOINT 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 2Y2" 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 1/4" DEPTH "V" GROOVE STRIP. ® MAX. 5' C-C 4. TOOL MARKS, CONSISTING OF 1/4-INCH 'V'-GROOVES SHALL BE TyPI` MADE IN THE SIDEWALK AT 5 FOOT INTERVALS, INTERMEDIATE TO THE EXPANSION JOINTS. FULL -DEPTH EXPANSION slt7EwAtx F'•wO JOINT, ONE FOOT 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. ADJACENT SIDEWALK. OIYtEt 6. EXPANSION JOINT MATERIAL SHALL CONFORM TO THE REQUIREMENTS SEE NOTE 1 OF ASTM D994 (AASHTO M33). - - - - - --EXPANSION JOINT i 7. MONOLITHIC POURS OF CURB AND SIDEWALK ARE hM ALLOWED. r r A ( A 2" CST SECTION A -A I I 1/4" 'V` SIDEWALK AND PLANTER STRIP BROOMED FINISH (TYP.) 3" WIDE, SMOOTH -TROWELED PERIMETER (TYP) CEMENT CONCRETE /- CURB AND GUTTER EXPANSION JOINT IN BOTH CURB AND SIDEWALK SEE NOTE 3. SIDEWAL ADJACEP TO CUR GROOMED FINISH (TYP.) 3" WIDE, SMOOTH TROWELED PERIMETER (TYP) CONCRETE CURB AND GUTTER SEE CITY STANDARD DETAIL DWG. 3-4 FULL -DEPTH EXPANSION JOINT BETWEEN SIDEWALK AND r CURB AND GUTTER SEE NOTE 5. 1/4" 'V'-GROOVE EXPANSION JOINT IN BOTH CURB AND SIDEWALK SEE NOTE 3 REV FE8 2017 VARIES SIDEWALK 3/8- EXPANSION JOINT - 1/2" RADIUS d 4" CONIC 2X G ' e, . e n d .. d.'-^'------ FOR CURB & GUTTER 2" CRUSHED SURFACING TOP COURSE USE DETAIL 3-4 VARIES I PLANTER STRIP T SIDEWALK F AS REQUIRED 4" CONIC. 2% 2X i B FOR - a { a 2" CRUSHED SURFACING TOP COURSE USE DETAILGUTTE CUR &3-4R 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 C��amw PUBLIC SIDEWALK AND CURB JOINTS DWG. NO. affm PUBLIC DWG. NO FG c MO WORKs AND SIDEWALK FINISH 3-3 <,� Mau W WORKS SIDEWALK SECTION 3-12 SIDEWALK DETAIL A NOT TO SCALE Cleanout wyes with caps (both ends) Plan View NOT TO SCALE Figure V-8.5"6a -- Sand Filter Vault DEPARTMENT OF Revised February 2016 ECOLOGY Please see http://www.ecy.wa.gov/copyright.htmt for copyright notice including permissions, State of Washington limitation of liability, and disclaimer. SAND FILTER VAULT SCALE: 1"=30' HORIZONTAL 1"=3' VERTICAL Know what's below. Call before you dig. SIDEWALK SECTION V I NOT TO SCALE Provide removeable panels over the entire Overflow sized to convey design flow sand area. A 4' x 6' area (min) must be rate through filter (off-line system) or grated for each 250 s.f. of sand bed peak flow as defined in Chapter 5 (on-line system) 711 Steps - WS elev. (max) _ 6" min. '- 1' avg. sediment storage _ 1' min. 7' min Geotextile li Pi su ort ` P e PP matting 8" max 3' min. (optional) j � _ Bottom slope-18" min s 0.5 - 2% toward inlet � �' (recommended) 45° max Cleanout Sand Pre -settling cell w/cap Geotextile fabric VT = 0.75 Flow spreader Drain pipe e Gravel drain rock .. . 6" min. Geotextile fabric w/1" gravel cover Cap Sand 18" min. y \_ Underdrain collector pipe Gravel drain rock (8" min. depth) Section B-B NOT TO SCALE Figure V-8.5.6b Sand Filter Vault (cont) DEPARTMENT OF Revised February 2016 EG G L G G i Please see http://Www.ecy.wa.govlcopyright.html for copyright notice including permissions, State of Washington limitation of liability, and disclaimer. SAND FILTER VAULT CONT. SCALE: 1 "=30' HORIZONTAL 1 "=3' VERTICAL - '- ... .........._ I_ TYPE 3 (HOT MIX ASPHALT) (:EXTRUD�ED�CURB F NOT TO SCALE �aappo r-� FRAME AND GRATE a \ s• 30 g � a � S• 6" RISER SECTION 1 #3 BAR HOOP 0 5• 3 . 0 S• / ' > 12 12' RISER SECTION � T 2 /3 BAR HOOPS k ?a- 2Y' \ f I j3 BAR EACH CORNER I r N \ I PRECAST BASE SECTION 11 7 UREMMEEN)T AT THE TOP #3 BAR EACH SIDE I ' #3 BAR EACH WAY *8' * UNLESS OTHERWISE 2' NOTED ON PLANS 00000000000 000 0 v 0 00 0000000 + 0 0 0 0 0 0 Q 00000000000 INLET/OUTFALLPIPE O O O O O 0000000000000000 O O O OHO O O O / PLAN EXISTING AND/CiR PROPOSED GROUND pU�FAL\"P1� 0 = OvO UO 00 _ l=Tp �� 6" STREAMBED COBBLES 4 PER WSDOT 9-03.11 2 `12" MIN. DEPTH (12"t71 PIPE) �) g (; � RIPRAP PROTECTION NOT TO SCALE NOTES: 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M 199) & C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS. 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000, 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MIN. ALL PIPE SHALL BE INSTALLED IN FACTORY PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAM, PLUS CATCH BASIN WALL THICKNESS. 6. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX. DIAM. OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. 7. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 5'-0". 8. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1 /2"/FT. 9. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFCATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. 10. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 11. EDGE OF RISER OR BRICK SHALL NOT BE MORE THAN 2" FROM VERTICAL EDGE OF CATCH BASIN WALL. once PUBLIC DO.WG. N A °'rd%ft WORKS CATCH BASIN TYPE 1 1 4-1 CATCH BASIN TYPE 1 NOT TO SCALE I mot( t>2"R / TYP /''2 3/4"R 3" R ......................... ........... _.... _.... __._.-.�....-;r.:._� //-(TYP) ' ��-2J�I I 2" �.:e" OR 711§ SECTION ELEVATION ISOMETRIC TYPE 'C' BLOCK TRAFFIC CURB • TO CONFORM TO CROWN SLOPE OR 0.02 FT./FT. MOUNTABLE CEMENT CONCRETE CURB3 6" EXPANSION JOINT FT,/Fr. 0.05 FT./FT, 2 _ CEMENT CONCRETE I' SIDEWALK 2" CRUSHED SURFACING 1 •-6" TOP COURSE (CSTC) # NOTE: TOP OF UP AT DRIVEWAYS, NEW CEMENT CONCRETE CURB & GUTTER 5 1/2" /-R - 1/2" NOTES: 1. SEE DWG. 3-3 FOR JOINT REQUIREMENTS. PAVEMENT �...�,. 2 ROLL GUTTER TO MATCH POSITIVE SUPERELE-VATION. 3. TO BE USED ONLY AS APPROVED BY THE PUBLIC WORKS DEPT. �� •, '! TOP OF CURB AT APPROACH'��." 7 3/4" CEMENT CONCRETE BARRIER CURB REV: FES 2011 PUBLIC DWG. NO. A�, FademWay WORKS CURB DETAILS 1 3-4 (:) CURB DETAIL H NOT TO SCALE TACOMA • SEATTLE " SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAx www.ahbl.com WEB Project Title: CHRIST'S CHURCH MULTI -PURPOSE BUILDING Client: CHRIST'S CHURCH 941 SOUTH DASH POINT ROAD FEDERAL WAY, WA 98003 MAC HOOVER Project No. 2180539.10 Issue Set & Date: LAND USE REVIEW FEBRUARY 12, 2019 46416w� �'-GISTERE9 �SSIONALGt NOTICE ALTERATION OF THIS DWAIENT SHALL INVALIDATE THE PR%MONAL SEAL AND WGNATURE PUBLICATION OF THIS DOCIMETIT DOES NOT DEROGATE FROM RESERVED OWMHIP RIOITS N IT. THIS DWAIENT IS FOR USE ONLY FOR THE PROJECT IDENTFID N THE TITLE BL00( AND S NOT TO BE USED FOR REPAIR, REIWDEL OR ADDITION TO THAT PROECT OR FOR ANY OTHER PROECT. /2\ A Revisions: Sheet Title: STORM DRAINAGE NOTES AND DETAILS Designed by- Drawn by; Checked by: AJB ML TICS Sheet No. C=401 6 of 12 Sheets DATE: February 11, 2020 FILENAME: Q:\2018\2180539\10-CI\ACAD\-Land Use Review\2180539-SH-GRAD-STRM.dwg 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 0 1. No steps are required when height is 4' or less. va, 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. fo The frame may be cast into the adjustment section. 3 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 FRAME AND VANED GRATE OR MANHOLE RING AND COVER N �t _Z Q RECTANGULAR ADJUSTMENT SECTION w OR CIRCULAR ADJUSTMENT SECTION _ o Z D o FLAT SLAB TOP a � o 00 SEE TABLE MORTAR (TYP.) � D ° STEPS OR D D LADDER f� 0 •. D z N REINFORCING STEEL (TYP.) a 12" GRAVEL BACKFILL FOR u D •�Y-' PIPE ZONE BEDDING re-Zi TJ'7�' "O" RING T T.r. •. o b SEPARATE BASE INTEGRAL BASE PRECAST PRECAST WITH RISER (48" - 72" ONLY) Know what's below. Call before you dig. 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" 1 12" 1 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" 36" W. 36" 36" 60" W. 42" W. 42" 42" 72" 42" 54" 42" 48" 48" 84" 54" 60" 54" 48" 48" N. 60" 72" 60" 48" 48" 120" 66" 84" 60" 48" 48" 144' 78" 96- 60" 48" 48" () Corrugated Polyethylene Storrs Sewer Pipe (Standard Specification 9-05.20) 29) (Standard Specification 9-05.12(1)) (Standard Specification 9-05.12(2)) CATCH BASIN TYPE 2 NOT TO SCALE 0@ VASy��%j� 44535��'� x CATCH BASIN TYPE 2 STANDARD PLANB-10.20-01 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakofich N 02-07-12 STAIEDESIGN ENGINEER DATE Washington state DepaAmem of Transpwlatien 12" TALL VERTICAL STAINLESS STEEL SCREEN ANCHOR MONITORING PIPE TO MANHOLE OR VERTICAL CONVEYANCE PIPE CUT TOP OF STEEL CASING FLUSH WITH BOTTOM OF MANHOLE RIM ELEVATION PER PLAN SURFACING PER PLAN 12" M N �w 2 MAX �,°� INSTALL SLIP CAP ON TOP OF MONITORING PIPE. TOP OF `.. /'. MONITORING PIPE SHALL BE ACCESSIBLE FROM MANHOLE COVER. CATCH BASIN TYPE 2 / PER WSDOT STANDARD f �Y PLAN B-10.20-02 PER PLAN PRECAST OR CAST -IN -PLACE —J "/ CONCRETE BASE WITH 40" O OPENING FOR STEEL CASING BOTTOM OF 30" 0 STEEL CASING EMBEDDED APPROXIMATELY 4' IN OUTWASH SOIL, AS FIELD VERIFIED BY GEOTECHNICAL ENGINEER 24" O BORE HOLE BACKFILL BORE HOLE WITH WASHED, ROUND (PEA) GRAVEL 48" 12" TOP OF 6"0 SCH80 VERTICAL CONVEYANCE PIPE STORM PIPE PER PLAN (TYP) INVERT ELEVATION PER PLAN (TYP) 12" NOTES: 1. UIC WELLS SHALL REMAIN OFF-LINE UNTIL SITE IS STABILIZED, DAILY TURBIDITY MEASUREMENTS ARE BELOW 25 NTUs FOR A t `. < DURATION OF AT LEAST ONE WEEK, AND STORM DRAINAGE SYSTEM HAS BEEN FLUSHED AND CLEANED. FILL SPACE BETWEEN MANHOLE 2. CONTRACTOR SHALL COORDINATE AND HOST A o o BASE AND STEEL CASING WITH PRE -CONSTRUCTION MEETING WITH THE OWNER, DESIGN TEAM, NON -SHRINK CEMENT GROUT AND GEOTECHNICAL ENGINEER AT LEAST 10 DAYS PRIOR TO ® 12" THICK MEDIUM UIC FILTER CONSTRUCTION OF THE UIC WELLS. 0 0 o SAND PER SPECIFICATIONS 3. THE GEOTECHNICAL ENGINEER MUST BE PRESENT AT ALL TIMES o 0 12" THICK 4x8 SAND DURING ADVANCEMENT AND DEVELOPMENT OF THE UIC WELLS. a PER SPECIFICATIONS 36"0 BORE HOLE 4. THE ACTUAL DEPTH OF THE UIC WELLS WILL BE VERIFIED IN THE �o FIELD BY THE GEOTECHNICAL ENGINEER. REFER TO o �BENTONITE WELL SEAL o SPECIFICATIONS FOR UNIT PRICE AND OTHER BIDDING �� PER WAC 173-160 REQUIREMENTS. O THROUGH TILL SOILS S �O 7 30"0 STEEL CASING 5. CONTRACTOR SHALL SUBMIT A WORK PLAN FOR REVIEW AND APPROVAL PRIOR TO COMMENCING WORK. THE WORK PLAN SHALL INCLUDE PROPOSED MEANS AND M ETHODS OF CONSTRUCTION, SCHEDULE, SEQUENCING, AND PROCEDURES FOR COMMISSIONING 30" THE WELLS. 6. THE ANTICIPATED DEPTH BOTTOM OF BORE HOLD LOCATION OF THE WELLS IS SHOWN ON THE PLANS. ACTUAL DEPTH WILL VARY oO BASED ON ACTUAL SOIL CONDITIONS AS OBSERVED BY THE 17 GEOTECHNICAL ENGINEER DURING DRILLING OPERATIONS. DEVIATIONS FROM ELEVATIONS SHOWN THE DRAWINGS SHALL BE AT THE DIRECTION OF THE GEOTECHNICAL ENGINEER. REFER TO SPECIFICATIONS FOR UNIT PRICE AND OTHER BIDDING REQUIREMENTS. 7. IN THE EVENT THAT THE GEOTECHNICAL ENGINEER DETERMINES F THAT A PROPOSED WELL LOCATION IS UNACCEPTABLE BASED ON � O \\ FIELD OBSERVATIONS, THE CONTRACTOR SHALL ABANDON THE a PARTIALLY DRILLED WELL IN ACCORDANCE WITH REGULATORY REQUIREMENTS, AND DRILL A REPLACEMENT WELL AT AN ALTERNATE LOCATION AS SHOWN ON THE PLANS, AND AS �O� �`�'� DIRECTED BY THE GEOTECHNICAL ENGINEER. 8. AFTER COMPLETION OF DRILLING, CONTRACTOR SHALL PREVENT 6" O VERTICAL CONVEYANCE WATER AND OTHER MATERIALS FROM ENTERING THE WELL CAVITY. PIPE: FLUSH THREADED SCH80 PROVIDE PROTECTIVE MEASURES AS NECESSARY. PVC, MACHINE -SLOTTED WITH 0.020" SLOTS IN LOWER SECTION, 9 PERFORMANCE TESTING SHALL BE COMPLETED FOR EACH UIC a � , AND THREADED BOTTOM CAP. WELL AFTER INSTALLATION PER SECTION 312000, PART 3.22 F. LENGTH OF SCREEN SHOWN IN �� o �� 'X TABLE 1. 10. CONTRACTOR SHALL INSTALL A TEMPORARY WELL COVER. 2"0 MONITORING PIPE: FLUSH THREADED SCH80 PVC, MACHINE -SLOTTED WITH 0.020" SLOTS IN LOWER 10 FEET, AND THREADED BOTTOM CAP ELEVATION BORE HOLE PER TABLE 24" UNDERGROUD INJECTION CONTROL (UIC) WELL v I NOT TO SCALE TACOMA - SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAx www.ahbl.com WEB Project Title: CHRIST'S CHURCH MULTI -PURPOSE BUILDING Client: CHRIST'S CHURCH 941 SOUTH DASH POINT ROAD FEDERAL WAY, WA 98003 MAC HOOVER Project No. 2180539.10 Issue Set & Date: LAND USE REVIEW FEBRUARY 12, 2019 NOTICE ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE PROFESSIONAL SEAL AND SIGNATURE RBUICATION OF THIS DOCUMENT DOES NOT DOWATE FROM RESERVED ORtMW WITS N IT. THIS DOCUMENT IS FOR USE ONLY FOR TFE PROJECT DENTFED N THE TITLE BLOCT( AND IS NOT TO BE USED FOR REPAN, RE)IODEL OR ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT. A A A Revisions: Sheet Title: STORM DRAINAGE NOTES AND DETAILS Designed by: Drawn by: Checked by: AJB ML TICS Sheet No. C=402 DATE: February 11, 2020 FILENAME: Q:\2018\2180539\10_CIV\CAD\_Land Use Review\2180539-61i43KAL)-5 I KM.awg 7 of 12 Sheets TOP SLAB ACCESS SEE FRAME AND COVER DETAIL CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RING/RISERS INLET PIPE Know what's below. Call before you dig. CHRIST'S CHURCH MULTI -PURPOSE BUILDING A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC.05, TWN. 21 N.. AGE. 04 E. W.M. OUTLET SUMP A OUTLET 06-0" [018291 I.D. MANHOLESTRUCTURE (07'-0" [021341) O.D. PLAN VIEW STANDARD OUTLET RISER FLOWKIT: 42A STORMFILTER CARTRIDGE FLOW KIT OUTLET SUMP — HDPE OUTLET RISER SECTION A A The Stcrmwater Management - Storrffilter THIS PRODUCT MAY BI` PROTECTED BY ONE OR MORE OF THE FOLLOWMG U.S. PATENTS: 5.322,E1): 5,524 576: 5.707.627: 5,955.157; B.OZ7,Q9. 6,649.038; RELATED FOREIGN PAI'INTS, OR OTHCR PATENTS PENDING. FLOATABLES BAFFLE H U C7 w w� I z CO i CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON. STORMFILTER DESIGN NOTES STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (7). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 7 CARTRIDGES. 06-0" [1829 mm] MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.5 CFS [42.5 Us] . IF THE SITE CONDITIONS EXCEED 1.5 CFS [42.5 US] AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CARTRIDGE HEIGHT 27" [686 mmJ 18" [458 mm) LOW DROP RECOMMENDED HYDRAULIC DROP (H) 3.05' [930 mm) 2.3' [700 mm] 1.8' [550 mm] SPECIFIC FLOW RATE (gpm/sf) [L/s/m2] 1 2 [1.30] 11.67* [1.08J 1 1 [0.65] 2 [1.30J 1.67* [1.08] 1 [0.651 2 [1.30] 1.67* [1.08j 1[0.651 CARTRIDGE FLOW RATE (gpm) [Us] 1 22.5 [1 A21 18.79 [1.19] 11.25 [0.71] 15 [0.95J 12.53 [0.79] 7.5 [0.44] 10 [0.63J 1 8.35 [0.54] 5[0.321 * 1.67 gpm/sf [1.08 Us/m`] SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORB" (PSORB) MEDIA ONLY FRAME AND COVER (DIAMETER VARIES) N.T.S. SITE SPECIFIC DATA REQUIREMENTS STRUCTURE ID WATER QUALITY FLOW RATE (cfs) [Us] PEAK FLOW RATE (cfs) [Us] RETURN PERIOD OF PEAK FLOW (yrs) CARTRIDGE HEIGHT (SEE TABLE ABOVE) NUMBER OF CARTRIDGES REQUIRED CARTRIDGE FLOW RATE MEDIA TYPE (PERLITE, ZPG. PSORB) PIPE DATA: I I.E. MATERIAL DIAMETER INLET PIPE #1 INLET PIPE #2 OUTLET PIPE RIM ELEVATION ANTI -FLOTATION BALLAST W_1_DT_H___r HEIGHT NOTES/SPECIAL REQUIREMENTS: PER ENGINEER OF RECORD GENERAL NOTES 1, CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 5. STRUCTURE SHALL MEET AASHTO HS-20 LOAD RATING, ASSUMING EARTH COVER OF 0' - 5' [1524 mm] AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO. 6. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7-INCHES [178 mm]. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS. 7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) [Us] DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft)[m�. 8. STORMFILTER STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-478 AND AASHTO LOAD FACTOR DESIGN METHOD. INSTALLATION NOTES A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE. C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). E. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HDPE OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES [200 mm], CONTRACTOR TO REMOVE THE 8 INCH [200 mm] OUTLET STUB AT MOLDED -IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. F, CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. CONTECH STORMFILTER VAULT NOT TO SCALE 450 A Cf% PROPOSED LANDSCAPE WALL 445 440 SOUTH RETAINING WALL NOT TO SCALE PROPOSED LANDSCAPE WALL 450 445 440 EAST RETAINING WALL NOT TO SCALE TACOMA • SEATTLE - SPOKANE - TRI-CITIES 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Proiect Title: CHRIST'S CHURCH MULTI -PURPOSE BUILDING Client: CHRIST'S CHURCH 941 SOUTH DASH POINT ROAD FEDERAL WAY, WA 98003 MAC HOOVER Project No, 2180539.10 Issue Set & Date: LAND USE REVIEW FEBRUARY 12, 2019 T OP��, pF WASg t! 0� 8E IST1Eg��'�� SSIONAL W/Vpwa NOTICE ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE PROFE MNAL SEAL AND SGNATURE. PUBLICATION OF IRS DOCUNENT DOES NOT DEROGATE FROM RESERIED OANERSW RIGHTS N IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PRO,ECT DEN1FED N THE TIRE BLOOK AND IS NOT TO BE USED FOR REPAN, Man OR ADDITION TO THAT PROECT OR FOR ANY OTHER PROJECT. A 0 0 Revisions: Sheet Title: STORM DRAINAGE NOTES AND DETAILS Designed by: Drawn by: Checked by: AJB ML TCS Sheet No. C403 DATE: February 11, 2020 FILENAME: Q:\2018\2180539\10—CIV\CAD\—Land Use Review\2180539-SH-GRAD-STRM.dW9 Value of 12 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. �. 3 EXISTING SSCO #1 6" SSCO RIM:439.16 _ ,./A, /1!///�l �tC-501 C-501 ;_ IE: 433.10 6" (S) ° _✓ f , / e/ t t RFI OC:ATF—% PSTER DRAIN -� SSCO #2 RIM: 437,11 EXISTING SSMH #1 IE: 433.41 SSMH 48", TYPE 1 RIM: 433.00 GREASE INTERCEPTOR RIMA36.3 IE: 420.00 6" (NE) IE: 433.31 12" (E) IEA33.21 12" (W) EXISTING 65 LF 6" PIPE @ 14.15% TO BE SIZED LATE 94LF 6" PVC @ 2.0% MIN. Know what's below. Call before you dig. j £ 01MM. U NIUH t ;v A GRAPHIC SCALE 0 15 30 60 1" = 30 FEET PROJECT LOCATION 941 SOUTH DASH POINT ROAD FEDERAL WAY, WA 98003 PARCEL NUMBER 0521049092 161,170 SF (3.70 AC) OWNER/DEVELOPER CHRIST'S CHURCH AT FEDERAL WAY 941 SOUTH DASH POINT ROAD FEDERAL WAY, WA 98003 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 BRADLEY DESIGN GROUP 4330 NORTH LEXINGTON STREET TACOMA, WA 98407 PH. (253) 272-4848 CONTACT: KATHLEEN BRADLEY READER ARCHITECT THE KEIMIG 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 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 N530 24' 07"W 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 00°05'23" 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 BOUNDARY IS SHOWN PER ASSESSORS RECORDS THIS SURVEY DOES NOT PURPORT TO SHOW ANY EASEMENTS OF RECORD TACOMA • SEATTLE - SPOKANE - TRI-CITIES 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Project Title: CHRIST'S CHURCH MULTI -PURPOSE BUILDING Client: CHRIST'S CHURCH 941 SOUTH DASH POINT ROAD FEDERAL WAY, WA 98003 MAC HOOVER Project No. 2180539.10 Issue Set & Date: LAND USE REVIEW FEBRUARY 12, 2019 46416 sv� ?BorsT> E' ��`�' ZONAL N0110E ALTERATION OF TIM DWAIEIIT SHALL IMMATE THE PROFESSIONAL SEAL AND SIGNATURE. RMIXATIN OF THS DOD" DOES NOT DEROGATE FROM REE M OINERSHW MIS N IT. THIS DOMENT IS FOR USE ONLY FOR THE PROECT DENTIM N THE TITLE BLOCK AND IS NOT TO BE USED FOR REPAIR. REMODEL OR ADDITION TO THAT PROECT OR FOR ANY OTHER PROJECT. A A n Revisions: Sheet Title: SANITARY SEWER PLANS Designed by: Drawn by. Checked by: AJB ML TCS Sheet No. C=500 8 of 12 Sheets DATE: October 10, 2019 FILENAME: Q:\2018\2180539\10—CIV\CAD\—Land Use Review\2180539-SH-SSvvR.dwg 'KRETC ELASS 3M MAX: AWRE&ATE. SUD 4 c2>r�A>Tsu ITiTIAL ?.%A86RCTE CLAD 3Wo - cl-Ile" KCC AQW.ELATC SIZE) KA £+RAVCL 1100" MAMI& a 000,0 � o A F 000 t LASS B TREtKTI VIDTN PIPE BEDDING PIPE SIZE 'A -MIN. 2i" & SNALi £R 61 LARGER. .»... 6` SANITARY SEWER PIPE BEDDING NOT TO SCALE LAKEHAVEN WATER & SEWER DISTRICT STANDARD NOTES FOR LOW PRESSURE SEWER CONSTRUCTION 1.ALL WORK AND MATERIALS SHALL CONFORM TO THE STANDARDS OF LAKEHAVEN WATER & SEWER DISTRICT AND WASHINGTON STATE DEPARTMENT OF TRANSPORTATION/WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION (WSDOT/APWA) 'STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" LATEST EDITION. 2. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES THAT MAY BE AFFECTED BY THIS WORK AND SHALL NOTIFY APPROPRIATE UTILITY COMPANIES TO FIELD -LOCATE THEIR FACILITIES BEFORE STARTING ANY EXCAVATION, IN ACCORDANCE WITH RCW 19.122. 3. CONNECTIONS OF NEW PRESSURE SEWER MAINS TO EXISTING FACILITIES SHALL BE TEMPORARILY SEALED OFF UNTIL AFTER UPSTREAM CONSTRUCTION IS TESTED, CLEANED, AND ACCEPTED, ALL CONSTRUCTION DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE SEAL WITHOUT FLUSHING THE DEBRIS DOWNSTREAM. 4, PRESSURE SEWER PIPE MATERIAL SHALL BE AS SHOWN ON THE PLANS, WHICH WILL BE THE FOLLOWING: • HIGH DENSITY POLYETHYLENE (HDPE) ASTM D-3350, THERMAL BUTT -FUSED JOINTS, MINIMUM 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- AND SMALLER PIPE), AND TO A COMPACTED DEPTH OF 6" (FOR PIPE GREATER THAN 27"). THE MATERIAL SHALL BE PLACED 6" OVER THE TOP OF FLEXIBLE PIPE AND TO THE SPRINGLINE OF RIGID PIPE. TO ASSURE UNIFORM SUPPORT, THE MATERIAL SHALL BE CAREFULLY WORKED UNDER THE PIPE HAUNCHES WITH A TOOL CAPABLE OF PREVENTING THE FORMATION OF VOID SPACES AROUND THE PIPE. 6. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95% OF RELATIVE DENSITY, OR GREATER IF SO SHOWN ON THE PLANS OR OTHERWISE REQUIRED BY THE ROAD AGENCY HAVING JURISDICTION, FROM THE BOTTOM OF THE EXCAVATION TO THE SURFACE. DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED FOR COMPACTION TESTING. 7. UNLESS OTHERWISE SHOWN ON THE PLANS, PRESSURE SEWER MAINS SHALL BE INSTALLED 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-FIVE 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 TRACER WIRES, AND TRACER WIRE LOCATION STATIONS SHALL CONFORM TO LAKEHAVEN STANDARD PLANS. 12. CONNECTING MANHOLES SHALL CONFORM TO WSDOT/APWA STANDARD PLAN B-23A, TYPE 1 OR TYPE 2 WITH ECCENTRIC CONES, AND INCLUDE 1 INCH GALVANIZED DROP SAFETY STEPS OR POLYPROPYLENE SAFETY STEPS (LANE INTERNATIONAL CORP. PART NO. P-14938) AND AT LEAST ONE (1), AND NO MORE THAN FIVE (5), FOUR -INCH (4") HIGH ADJUSTMENT RINGS BELOW THE FRAME AND COVER. ALL MANHOLE EXTERIOR SURFACES SHALL RECEIVE A PROTECTIVE COATING OF BITUMINOUS COAL TAR TO A MINIMUM THICKNESS OF 50 MILS, APPLIED AT THE FACTORY. WHERE NOTED ON THE PLANS, MANHOLE INTERIOR SURFACES SHALL RECEIVE A CORROSION PROTECTIVE EPDXY COATING OF: • POLYSHIELD SS-1004D (BY SPECIALTY PRODUCTS, INC. (LAKEWOOD, WA); 50 MILS MINIMUM THICKNESS); OR • RAVENS 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'/V 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 LAKEHAVEN 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 OF THE OUTSIDE DIAMETER OF THE ASSOCIATED PIPE. CONNECTING MANHOLE CHANNELS SHALL HAVE A SMOOTH FINISH. TO MINIMIZE TURBULENCE, SIDE CHANNELS FROM INLET PIPELINES SHALL BE CURVED TOWARD THE OUTLET PIPELINE TO PROVIDE A SMOOTH LAMINAR FLOW TRANSITION FROM ALL INLET PIPELINES TO THE OUTLET PIPELINE. CHANNEL MATERIAL SHALL BE A SHRINK -RESISTANT GROUT MIX, USING 6 SACKS PER CUBIC YARD PORTLAND CEMENT AND 7/8" GRADED AGGREGATE. 16. CONNECTING MANHOLE SHELVES SHALL HAVE A BROOM FINISH, AND BE SLOPED MANCH 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 ARE PROHIBITED. 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) Know what's below. Call before you dig. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON. eLxzn& rLA Mre�;EMc� rArE rEa ttemv �4.x � M:wsr Traars'Aa4E. 91 EwtNt LimVE31 � �1 f, WrunTrs } s I ne ix xuvet� rotnt xmrroc TCE r XX T-o' ow"a Ma x IX= UK S4VLR KStSa. t%lt£. 71P UK -CM MIX AAYrTM AS SE#A = MEItM. NA Un WASTES +� STXYA "a Ttfk" rM {* W. UK iKvi W* GN Lffm S6pc SIDE SEWER STUB NORMAL INSTALLATION 18" AND SMALLER MAINS ieicM AFiVE. S• ILA UK W.-M TEE W= A Sftslil. tMT(0AU* KTAS.. AWNt 6 e AX KIVU SMM CLAM As TSOt KU US N,TT♦•: a 100-W ASRARR, a KD'0 sere "K IYK EELvxcE TEE SIDE SEWER STUB ALTERNATE INSTALLATION 18" AND SMALLER MAINS arm L AUXDTAux PW TO" nc era X%00 AM aaLwMt aLINK Atilt artt A}6:M VM r K n. 5Z ITM w TML 2 KUSC FM rdWML O&MIX MO RAC W IiCIlS Mot .oE MOLL K RAC it IM YMVEL OLn STAND4 I SS-07 1 SANITARY SEWER SIDE SEWER STUB B NOT TO SCALE LDCJIITDN Or FRAHE, COVER. AND LADDERMWAL SEWER )KRECT'I(NY DF FLOW SLOPE SNCLF 10 DRAIN ----- O(i Loot tTTPICAL> PRECAST RCOrOR is TAM SECT]IM PRECAST RISER =11MIN Gu�A14 E LUCA tli.ASS PIS SUPPORTED PILASTir. P9ECAVT. INTO Cs+4MM RAW PRECAST AE FLR BASE S'ECTIIM PLAN 4' 8% z0' NA,a1 Ai.T im"VE LOCATION { I_ OF £RA COVER AND LADDER f4YiliE STATION STAHGARD MH FRABE Am COVER. SET FRac IN CD+E]tT aaff. lYtiilY 1111 Lal� CONCRETE ,i+um RMS), ssr TN C04W GeJT. SEWER f#040 ISHALLOV rMO AMUFACTLM By room MCO vakww= LTa (HET, AIPPLXAKL SEE W4ER PLAN' HOTM STANDARD NAt•ML.E STEP, SEE VETMI NAKDiM PIPE: IIIr MH VIA. ar _._ rr 1. sm*er W crrAw NNU WN MLE Ag WILL K DEPENDU T UPON THE r AOM OF MM INTO THE NAMOLF. PIPE SUE AND CO Fff, MIrION 2F#WUW 1TE PWG 4' NOL it NAx. ATE' 1. ALL WWLY 01INSTRLCTED 48' A. 54• MANIVI.ES $KILL mve GU-MAI* LE LINERS WITH C£r- MH MC PW aO?R=TUts'. ALL HEVLY CW4UW=8 so' A rr NA*C= SHALL PAW OFT-NAMI LE LV*RS vTrn Atnc Prc Lmm SYSTEM SRALL SC As 1411"ACTIM�B 0 MA40014 L. KR SYSTEKS LTD. AL00t MVE: M 2. ALL..JOWTS. TO BE RIMIli3t STANDARD PLAN SS-01 SANITARY SEWER MANHOLE DETAIL NOT TO SCALE �fz TWO WAY TL OUT Mf IF REQUIRED cr1 IC - TEST TEE 1OCYMAx __ It �CL.FANOUT AT ---- i t PROP LINE F ---------------- 1,- ------'-------- F f SIDE SEWER STUB -� ( BUILDING SEWER E� c CLEAN NAT OP T SURFACE L« CLEAN OUT SEWER MAIN SIZE VARIES PLAN TYPICAL SIDE SEWER INSTALLATION 7 TWO WAY CLEAN OUT SEE y DE[aLS SHEEP 2 OF 2 f A �Ia fTEST TEE W/PLUG AT PROP LINE is BUILDING FOUNDATION EXTERIOR WALL ---STANDARD SURFACE CLEAN OUT. SEE DETAILS SHEET 2 OF 2 2*MIN 3'MAX �ING FOUNDATION w EXTERIOR WALL y -? HOUSE PLUMBING M � ____- /1, wBUILDING SEWER? ?NE WAY CLEAN OUTSEWER i1aH SIZE „3 y T PROPERTY UNE REFER TO NOTE fOR 4"x4"x4" OR 6"x8"x8" VARIES v, SEE DETAIL, REQUIREMENTS AND MAIERUVt. OWYEUT FOR SINGLE CLEAN SHEET 2 OF 2 REOt11REMENTS 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 ASS to PVC pipe, use PVC Adaptor. 5,) For joining PVC to CI 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 baclfill 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 t 6" ea. side of pipe. KING` COUNTY WASHINGTON 9.) Cieanout spacing shall be per requirments of the USC TYPICAL BUILDING and the "Lakehaven Utility District Standards for Gravity SEWER INSTALLATION Building Sewer Installation". DATE 0&02 '1 - SCALE NT:' DRALNM KRi'. �3�$ i"` SHEET s CHECK N k,�pYET1 qF 1 ...... APPR L ._ -------- CLEAN OUT LENGTH VARIES 437BEW Cr(p) (100-MAX) TWO OW AY •3 �yJ��F S SURFACE CLEAN OUT 3'MIN y { BUILDING FOUNDATION WALL AWAY FROM SEWER MAIN DOUBLE CLEAN OUT PLAN ALTERNATIVE SIDE SEINER INSTALLATION SURFACE CLEAN OUT FIN GRD z � a CLEAN OUT RISER FIN PM 45'PVC BEND TEST TEE W/PLUG 45'BEND PVC WYE ASSEMBLY ,� 6'x4" PVC CONCENTRIC y� BUILDING SEWER REDUCER (IF REQUIRED) G PVC BUILDING SEWER 45`BEND -FLOW S SEWER LATERAL PROFILE STANDARD SURFACE CLEAN OUT ALTERNATIVE SIDE SEINER INSTALLATION TYPICAL SECTIONS AT CLEAN OUT CLEAN OUT FIN GIRD �� CLEAN OUT RISER CAST IRON RISER 45'PVC BEND BOX FIN CFO - _PVC WYE CONCRETE PAD SCREW IN PLUG ff��FISER JOINT PACKING IN PAVEMENT ' SCREW IN PLUG OPEN OR LANDSCAPED AREA SIDE SEWER RISER. PROVIDE THREADED TOP SECTION FOR THREADED PLUG IN OPEN AREA CLEAN OUT DETAILS TYPICAL BUILDING SEWER INSTALLATION NU I I U bUALt Property Line80' _ c S 50, 15. o^, Building Footprint A !Q �I Q. ; 30' 1 'm i o o` 20' I �---- 12' I a 1234 SW 308TH PL a W) Modrone Meadows 2, Lot #19 0 10 20' Property Line _ 80' SIN 308TH PLQ SAMPLE SITE PLAN SUBMITTAL INFORMATION The site plan shall be submitted on on 8j"x11" sheet of paper with portrait orientation (long side vertical), whenever possible, and shall be drawn with care. The scale will be noted on the drawing. Preferred scale is 1 "=20'. DRAFTING INFORMATION Aside sewer permit will not be issued until on acceptable site plan is Property Boundaries with dimensions submitted. Q Outline of building foundation with dimensions Distance from building to property line STANDARD PLAN SSS-03 North Arrow LAKEHAVEN UTILITY DISTRICT KING COUNTY WASHINGTON Adjacent streets/occess road 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 "� SCALL. NL:i Graphic Scale, if reduced or enlarged DRAVVIN sj4 SHE£' I from original scale drawing. Rw,ised side sr.•i P•Tmit cF;£GK ., RSL-2/FT/D1 (1i1 ___ �( of APPR td'jy I)kST� TYPICAL SIDE SEWER SITE LAYOUT NOT TO SCALE PVC BUILDING SEWER SECTION TYPICAL TRENCH STANDARD PLAN SSS-02 LAKEHAVEN UTILITY DISTRICT KING COUNTY WASHINGTON TYPICALLY BUILDING SEWER INSTALLATION DATE GEl02 SCALE NITS DRAVtN KRC SHEET t;fif=CK OF Ariii Ut1LrTY DIS7R TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAx www.ahbl.com WEB Pro iect Title: CHRIST'S CHURCH MULTI -PURPOSE BUILDING Client: CHRIST'S CHURCH 941 SOUTH DASH POINT ROAD FEDERAL WAY, WA 98003 MAC HOOVER Project No. 2180539.10 Issue Set & Date: LAND USE REVIEW FEBRUARY 12, 2019 y §TOP ��pF WSJ '-tONAL NOTICE ALTERATION OF THIS DOCLIR:NT SHALL NVAUDATE THE PROFESSONAL SEAL AND SIGNAT1.0 E. RMCA71ON OF MISS MMENT DOES NOT DEROGATE FROM RESERVED OWNBW RI(RIS N IT. THIS DOC(RAENT S FOR USE ONLY FOR THE PRO.ECT MINED N THE IM BLOCK AND IS NOT TO BE USED FOR IVAN, RE OR at ADDITION M THAT PROJECT OR FOR ANY OTHER PRUCT. A A A A Revisions: Sheet Title: SANITARY SEWER NOTES AND DETAILS Designed by: Drawn by: Checked by: AJB ML TCS Sheet No. C=501 9 of 12 Sheets DATE: October 10, 2019 FILENAME: Q:\2018\2180539\10-CIV\CAD\-Land Use Review\2180539-SH-SSWR.dwg 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. l GRAPHIC SCALE 0 15 30 60 FIRE PROTECTION NOTES NOTE 1" = 30 FEET 1. THE FIRE PROTECTION SYSTEM SHOWN ON THESE THIS PROJECT SHALL BE CONSTRUCTED IN / f r }` / T ,MCA T:O DRAWINGS, INCLUDING MATERIALS, SIZING, AND ACCORDANCE WITH LAKEHAVEN UTILITY DISTRICT -^ / ` ;,' f �rAUL ' / CONFIGURATION, IS SUBJECT TO APPROVAL BY A FIRE "WATER SYSTEM AND SEWER SYSTEM 7,00k/ ✓" -'' g',, PROTECTION ENGINEER. THE DRAWINGS CONTAINING FIRE STANDARDS" AND ANY ADDENDA THERETO. fr 0 a' ffrr II" `' PROTECTION WORK, INCLUDING DETAIL DRAWINGS, SHALL \ �i ✓ �� o. BE STAMPED FOR APPROVAL BY A FIRE PROTECTION'010STOP PROJECT LOCATION ENGINEER AND SUBMITTED TO THE FIRE MARSHAL FOR \ r 941 SOUTH DASH POINT ROAD APPROVAL. ". r FEDERAL WAY, WA 98003 -4 2. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL FIRE o ✓ �- d e�: PROTECTION ASSOCIATION REQUIREMENTS AS SET FORTH / PARCEL NUMBER BY "NFPA 13", ITS AMENDMENTS, AND LOCAL REQUIREMENTS, INCLUDING BUT NOT LIMITED TO 0521049092 161,170 SF (3.70 AC) ACQUISITION OF ALL PERMITS. -�CHURCH�� OWNER/DEVELOPER 3. THE FIRE PROTECTION SYSTEM SHALL BE INSTALLED BY A / r - WASHINGTON STATE CERTIFIED LEVEL "U" CONTRACTOR IN ` ACCORDANCE WITH WAC 212-80-010. / CHRIST'S CHURCH AT FEDERAL WAY %' '� %'<,N 941 SOUTH DASH POINT ROAD FEDERAL WAY, WA 98003 4. CONTRACTORS BID SHALL REFLECT THESE CONDITIONS AND REQUIREMENTS. 5. FIRE SPRINKLER UNDERGROUND SUPPLY AND FDC ``_ 1 SURVEYOR REQUIRES A SEPARATE PERMIT FROM THE TACOMA FIRE / / O AHBL ENGINEERS, PLANNERS, & DEPARTMENT. CONTRACTOR SHALL APPLY FOR AND x0 OBTAIN PERMIT. / I �,�,-,r ) .. `�i/ SURVEYORS ' # a' 2215 NORTH 30TH STREET, SUITE 300 i " P ! � ✓ € `ram' r" i .... i TACOMA, WA 98403 PH. (253) 383-2422 FAX (253) 383-2572 CONTACT: DAVE FOLLANSBEE PLS TRENCH NOTE IF WORKERS ENTER ANY TRENCH OR OTHER - ; CIVIL ENGINEER I EXCAVATION FOUR OR MORE FEET IN DEPTH THAT ,� �`'� � � ' �°r✓'.�' �r � / `"�' / � � DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3 3 B IT SHALL BE AHBL ENGINEERS, PLANNERS, & O / / � ' I t SURVEYORS SHORED AND CRIBBED. THE CONTRACTOR ALONE / //�� t% /; - .. ,$' / p / `t//// � r 2215 NORTH 30TH STREET, SUITE 300 SHALL BE RESPONSIBLE FOR WORKER SAFETY TACOMA, WA 98403 AND AHBL ASSUMES NO RESPONSIBILITY. ALL O ,� ✓/ Or PH. 253 383-2422 TRENCH SAFETY SYSTEMS SHALL MEET THE / ` µ " /'_ `I T ,r ) r FAX (253) 383-2572 REQUIREMENTS OF THE WASHINGTON INDUSTRIAL, ��ti M CONTACT: TODD SAWIN, P.E. SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. - STRUCTURAL , AHBL ENGINEERS; PLANNERS, & EXISTING 8" 0 DIPCL 52 WATER MAIN SURVEYORS 0 / , { ; rf/ 1 • WATER NOTE �-,. � 2215 NORTH 30TH STREET, SUITE 300 THE NEW CONNECTION LOCATION SHOWN IS G j ;� /r j r`:� '; �; -� TACOMA, WA 98403 APPROXIMATE ONLY. EXISTING UTILITY PH. 253 383-2422 .. ' � 1 ' / #,.. r ('I t 1 f� FAX (253) 383-2572 INFORMATION SHOWN WAS COMPILED FROM DATA �f _ '- - . O � � I�:.:, .. �/// � � 1 t� :.:r # .. �' � � � CONTACT: KEN LELAND, P.E. FURNISHED FROM AHBL AND OTHERS. AHBL IS X , . / l I r NOT RESPONSIBLE FOR THE ACCURACY OF �.�f� // ,t� ! � � ' '' f.€1 I �' It ` INFORMATION SHOWN ON THIS PLAN. THE / �� ,_' ' ' -- - .."fit.... �' - LANDSCAPE AND VERIFY' !% �%ty .. , .. t . ! CONTRACTOR SHALL POTHOLE / /r r BRADLEY DESIGN GROUP ACTUAL LOCATION (HORIZONTAL AND VERTICAL) C� ?: ,t 't ` OF EXISTING 10" PVC WATER MAIN PRIOR TO / !." - /'�� . -,. � 4330 NORTH LEXINGTON STREET 98407 CONSTRUCTION AND NOTIFY LAKEHAVEN UTILITY / //1 I r =# `.' / p TACOMA, WA 848 '"" � "��_`'�''�i f� • _ _ � PH. (253) 272-4848 DISTRICT AND ENGINEER. ,°';%_ ff 1//!I �/ ;" 1 =:3I �' - . ''' _ j #� F ' f t l `' ",t < . CONTACT: KATHLEEN BRADLEY READER ,''-tl####f!1#€t .9?t ..a. 2.. r ''`.,. - *:5 / 3TRF EXISTING 12" 0 DIP, CL 52 WATER MAIN EXISTING 10" 0 PVC WATER MAIN (PER LAKEHAVEN DISTRICT RECORDS). lCL --->.�•.•.". MI .ham-:.. �� rtA STA:0+60.35, 86.07'RT _. EXISTING FIRE HYDRANT ASSEMBLY STA:1+69.65, 261.47'RT S 10"x8" TAP 293.31'RT TO BE RELOCATED PER THE ABANDON AND CAP 1-8" GA TAPING VALVE (MJxFL) A A DIRECTION OF LAKEHAVEN WATER EXISTING V COMMERCIAL WATER SERVICE 1-8" GATE VALVE (FLxMJ) C-601 C-601 AND SEWER DISTRICT 1-POST INDICATOR VALVE (FL) STA:1+72.84, 265.20'RT 1-CONC. THRUST BLOCK ABANDON AND CAP EXISTTNG FIRE LINE. STA:2+20.46, 276.47'RT EXISTING 10" 0 PVC WATER MAIN RELOCAT EXISTING HYDRANT ASSEMBLY. CENTER FIRE HYDRANT ASSEMBLY AT (PER LAKEHAVEN DISTRICT RECORDS). STA:1+74.29, 266.78'RT LOCATION SHOWN 1" COMMERCIAL WATER SERVICE STA:1+94.32, 287.801RT 1" DCVA AND ETER OX 1-10"x8" TAPING VALVE (MJxFL) B C 1-8" GATE VALVE (FLxMJ) C�01 C-601 1- FIRE HYDRANT ASSEMBLY 1-CONC. THRUST BLOCK ARCHITECT THE KEIMIG 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 STAND 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 N530 24' 07"W 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 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 BOUNDARY IS SHOWN PER ASSESSORS RECORDS THIS SURVEY DOES NOT PURPORT TO SHOW ANY EASEMENTS OF RECORD TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Protect Title: CHRIST'S CHURCH MULTI -PURPOSE BUILDING Client: CHRIST'S CHURCH 941 SOUTH DASH POINT ROAD FEDERAL WAY, WA 98003 MAC HOOVER Protect No. 2180539.10 Issue Set & Date: LAND USE REVIEW A A FEBRUARY 12, 2019 it VINAL " A NOTICE ALTERATION OF THIS DOCUMENT SHALL NVAMTE THE PROFESSIONAL. SEAL AND SNNATURE PUBUCaRON OF THIS DOCUMENT DOES NOT DRROOATE FROM RESERVED ONIMV RM N IT. THS DOCUMENT IS FOR USE ONLY FOR THE PROJECT IDEN LED N Rff TITLE BLOO ( AND S NOT TO BE USED FOR RE'PAN, M O E OR ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT. A Revisions: Sheet Title: WATER PLANS Designed by: Drawn by: Checked by.. AJB ML TCS Sheet No. C=600 10 of 12 Sheets DATE: October 10, 2019 FILENAME: Q:\2018\2180539\10-CIV\CAD\-Land Use Review\2180539-SH-WATR.dwg 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. NOTES: 1 Bearing areas of concrete thrust blocking are based on undisturbed soil bearing strength of 2000 30ti0T pounds per square foot. 2 Bearing areas must be adjusted for other size pipe, pressures and soil conditions, 3 Concrete blocking shall be cast in place, and have a minimum of 1/2 Sq. ft, (72 sq. in.) bearing against the fitting. 4 Use cement concrete Class 3000 ,which has a compressive strength of 3,000 psi. 5 Contractor shall install blacking adequate to withstand 'full test pressures as well as to continously withstand' operating pressure under all conditions of Service. � � 1 CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON. 6 The bearing areas given in the table are for horizontal thrusts When the depth of cover over the pipe exceeds 2 feet. SAFE BEARING LOAD SOIL LBS. PER SCE. FOOT 'Muck, Peat, etc. 0 Soft Clay 1,000 Sand 2,000 Sand & Gravel 3,000 Sand & Gravel Cemented w/Clay 4,000 Hard Shale 10,000 *In muck or pent, all thrusts shall be restrained by piles or tie rods to solid foundations or by removal of pluck or Pell # sand replacement with ballast of sufflcient stability to resist thrusts 7 All joint baits 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. MINIMUM BEARING AREA AGAINST UNDISTURBED SOIL — SQUARE FEET MAX. TEST THRUST RESTRAINT REQUIREMENT PIPE PRJ SSURE X 51ZE (PSI) A 8 C 0 E -. (100 psi) �" 200 2/(1) 1/(NONE) 1/(NONE) NONE NONE NONE 300 3/(2) 2/(2) 2/(1) 1/(1) NONE ell 200 4/(3) 3/(2) 3/(1) 1/(1) 1/(NONE) NONE 300 6/(4) 4/(3) 3/(2) 2/(1) 1/(NONE) B" 200 7/(5) 5/0) 4/(3) 2/(2) 1/(1) 3/(2) Sao 11/(3) 6/(5) 6/(4) 3/(2) 2/(1) f2" 200 16A11) 11/0) 9A6) 5/(3) 3/(2) 5f(4} 250 24/(16) 17/(11) 13/(9) 7A5) 4/(3) 16 200 29/(19) 21/(14) 16/(11) 6/(6) 5,/(3) 10/ ( } 225 23/(16) 23/(16) 17Al2) 9/0) SA3) 24" 200 64/(43) 46/(30) 35/(23) 18/(12) SAS) 23/(16) 11SE OF TABLE 1 Select proper row based upon pipe/'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 sail at 2,000 psf, or sand and ravel -type soil at 3,000 ps€ (in parenthesis), Refer to Note 6 to interpolate for other, types of soil. 4 Read minimum bearing area in square feet. LAKEHAVEN UTILITY DISTRICT KING COUNTY WASHINGTON CONCRETE THRUST BLOCKING HORIZONTAL & CONCAVE VERTICAL BENDS DATE: 9-95 o e o�e� SCALE: NONE DRAWN: RSL SKEET 2 CHECKED: BLR za OF 2 00` G,. 22-1 %2° qT 11--1/40 HORIZONTAL & CONCAVE VERTICAL BENDS Z ENT K B PLUG OR CAP CEMENT BRICK FINISH GRD, SET METER BOX FLUSH WITH FINISH GRD. E to A l I A I l /0 TEE SINGLE WYE R DOUBLE PLUGGED CROSS PLUGGED TEE r B UNBALANCED CROSS GATE VALVE BLOCKING TABLE S=PIPE SIZE (INCHES) N=NUMBER OF GALVANIZED STEEL RODS D=DIAMETER OF GALVANIZED STEEL RODS STANDARD PLAN B-22c LAKEHAVEN UTILITY DISTRIC KING COUNTY WASHINGTOI CONCRETE NOTES: THRUST BLOCKING 1. ADDITIONAL BLOCKING SHALL BE HORIZONTAL & CONCAVEVERTICAL BENDS PROVIDED IF GATE VALVE IS AT END OF LINE DURING TEST. DATE: 9-95 Z SCALE: NONE 2. BLOCKING NOT REQUIRED IF DRAWN: RSLFITTING IS FLANGED TO SHEET 1 GATE VALVE. CHECKED: BLR OF 2 sPB-22a APPR: BLR I S N D 4" 2 1/2" 6' a 1/2a 8" 2 1 12" 2 16" 2 24'° 2 CONCRETE THRUST BLOCKING HORIZONTAL AND CONCAVE VERTICAL BENDS NOT TO SCALE WATER SERVICE LINE �w w 0 METER BOX FLOW W/LID a is t SECTION n 1" ROUND WASHED GRAVEL, 6" MIN. DEPTH l; t� ENCLOSE DOUBLE CHECK VALVE ASSEMBLY (OCVA) 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, O UNION ® SHUT OFF VALVE O WDOH APPROVED CHECK VALVE OSUPPORTS 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 WSQOH REQUIREMENTS. 3, DCVA 1S OWNED, OPERATED. AND MAINTAINED BY PROPERTY OWNER. ALTERNATE HANDLE CONFIGURATION FOR SHUT OFF VALVE 6" MIN. CLEAR .FROM WALL TO NEAREST POINT ON DEVICE. (TYP. 4 SIDES) FINISH GRD CLEAR FROM i HIGHEST ON DEVICE. IN CLEAR GRAVEL TO :T POINT VICE. Twical Installation Plan 45 DOUBLE CHECK VALVE ASSEMBLY NOT TO SCALE MI' `✓ - - NO JOINTS ARE ACCEPTABLE B BETWEEN CORPORATION STOP AND ADAPTOR TYPICAL.. 5 8„x3 4' DOIJF3 F. 1NSTALL/aTlON FINISH GRID. NO JOINTS ARE ACCEPTABLE BETWEEN CORPORATION STOP AND ADAPTOR f - FINISH GRD. TYP. 3 8"x3 4"AND 1" TYPICAL SINGLE INSTALLATION WATER MAIN CONNECTION NOTES: 1, METER SHALL BE FURNISHED AND INSTALLED BY DISTRICT UPON PAYMENT OF ESTABLISHED METER CHARGES 2e METER SETTER SHALL BE CENTERED WITHIN METER BOX BOTH HORIZONTAL DIMENSIONS 3. WATER SERVICE CONNECTIONS AND CONFIGURATIONS STANDARD PLAN B- i 9 SHALL BE INSTALLED WHERE SHOWN AND AS SHOWN LAKEHAVEN UTILITY DISTRIC ON THE PLANS, OR OTHERWISE DIRECTED BY THE KING COUNTY WASHINGTOI DISTRICT. WATER SERVICE 4. SERVICE LINES SHALL BE INSTALLED PERPENDICULAR TO WATER MAIN, IN THE PLAN VIEW, UNLESS OTHERWISE CONNECTION SHOWN ON THE PLANS. (3/8�x 3,/4" & 1 5. DEPTH OF COVER OVER SERVICE LINE SHALL MEET DATE: 1-07 o e o�� SCALE: NONE REQUIREMENTS OF SPECIFICATIONS. DRAWN: RSL I, . .. ....... _........... ............... . ... �WATER SERVIC v 1 NOT TO SCALE SHEET 1 CHECKED: BLR OF 2 STB-19g APPR: DRHI �w E CONNECTION TACOMA - SEATTLE • SPOKANE - TRI-CITIES 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Pro iect Title: CHRIST'S CHURCH MULTI -PURPOSE BUILDING Client: CHRIST'S CHURCH 941 SOUTH DASH POINT ROAD FEDERAL WAY, WA 98003 MAC HOOVER Pro iect No. 2180539.10 Issue Set & Date: LAND USE REVIEW FEBRUARY 12, 2019 ,TOP 13Y WASO A 0 �' 1STEg wok �SSIONAL�1 w/f/ima NOTICE ALTERATION OF THIS DOMAUT SHALL NVAUDAW THE PROFESSONAL SEAL AND SIGNATURE PUBLICATION OF 1NIS DOCUIEM DOES NOT DERMIE FROM RESE M ONIQRSHP RIM N IT. 11IS DOCUMENT IS FOR USE ONLY FOR THE PROJECT 107IED N THE TITLE ELOCK AND S NOT TO BE USED FOR REPAIR, REMODEL OR ADMICN TO THAT FAOECT OR FOR ANY OTHER PROJECT. A n Revisions: Sheet Title: WATER NOTES AND DETAILS Designed by: Drawn bv: Checked by: AJB ML TICS Sheet No. C=601 11 of 12 Sheets DATE: October 10, 2019 FILENAME: Q:\2018\2180539\10_CIV\CAD\ Land Use Review\2180539-SH-WATR.dwg - // , ii \ \ \ 1• F r ij,r, it �Ory -•_I I �� ' "• � 1 "� i it it ,.( )�( �;/ ,, r` •,r, EXISTING BUILDING Ij le / // / ./� •r. ;lf � "11 it�!'f''i;'rr•r .r(A _ \ 9'"",""„---+—_r_ . / / / i �� l.._cz�.i rr/'f,•rai;tii, ,. .�v ...' � � - - 0. c1 u{,r Jr C X y . G� �/ )? , % Y IITl77lT71%>rT/TirIr�TTTiTi /I r � r r .1 �,< J / / M `-�-._-__ PROPOSED _-- --_.TM `� \ EXISTING BUILDING i BUILDING AV ZZ'll rly JV 00 1: ,? f i; ''� \} r f f - - AP ! A P N 5-15 is P N 5 9OG11 33� Pr , � h i a �v j f APN t;5210491 2 // ,fix i.. KES-ER , JR_ �G 1 iLP Overall Site Plan CITY REVIEW -NOT FOR CUIN"Smi�RUCTI.�,1.,�',..,,)�N0 15' 30' 60' Uz BDG Zf ANEW ff as mail 4330 N Lexington 5t u , c� Tacoma, WA :98407 WJ location u 455B SufletensAve < Tacoma, 'WA 98402 3 ..,� t.253w272.4848 C� f.253.276.0132 CC www.bradtree.com info@bradtree.com adOd� a� �Q STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT F � hi radl y 0.5 z m O 0 M 3;� W -0 _ w LLJ W 0 � u- V ! uO J l L D V z_ .J Q Jc �^ O V _ ry .� LLB V 0 •`^ S F_ O V O REVISION No. Date By 1 17 Oct 20191 YSL Revised per City --Comm. /Site Plan - Changes 2 10 Feb 2020.L YS _ Revised per City - Comm.1 Site plan Changes I Scale 1"=20'O" Designer YSL Sheet No. L-o Project Manager MFW Prinupal KBR of 4 Sheets Date o Nov 2018 Phase CD i i U z ,,BDG s ; ...... . ..... - i .... ' s mail 4330 N Lexington St .._ w Tacoma, WA 98407 => �� ,FMC 19.125.050(3): i W location r�EXISTING & PROPOSED a 4558 St Helens Ave G 1� t• �' / VEGETATION MEETS TYPE III -VISUAL BUFFER l Tacoma, WA 98402 REQUIREMENTS j . t.253.272.4848 ks ,� v f.253.276.0132 Z www.bradtree.com EXISTING - radtree.com STING RCH 'OFF -SITE EXISTING 4 FT CHAIN LINK FENCE FMC 19.125SING AREAS/ EENI OR /i RIG -OF- :_EXISTING 4'FT FRAGARIA CHILOENSIS M & ETATION PROVIDE NOTE. ADDITION L SAND STRAWBERRY FMC 19.125.070(5)(e FAR I<INC� COV GE FOR VISUAL IMPACT- f ', / LANDSCAPE ISL ND TREES AREAS/SCREEPIING,FCSR - ,sF ROW C�4NNOT BE PLA TED STATE OF RIGHTS-OE*AY:'ADDIT10�AL / WASHINGTON NEAR / ON UTILI IES / COVERAGE OF SHP - 8S ADD OR ✓� ;'.' � r , � \' / REGISTERED �/ `• / UTILITY POLES. i LANDSCAPE ARCHITECT VISUAL I11)IPACT,,FROM R315 r g ✓' i , i E I RE / SWALE'� r,',� / - ti adl IN , uU ' .✓' _f z' EXISTING -- NOTE: LANDSCAPE O REMAIN--`_ r RI Is . , 43`Q 'SIGN ISLAND TREES CANNOT B PLANTED NEAR :.. CISTUS X`•PU'RPUREUS /:% E R / ON �. " .PURPLE/ UNDERGROUND POWER � : ,- „ �_ ...._ �=_..... ..... .�, w ,. �''' --� ; :.::.,: ORCHID ROCK ROSE; ,. LINES & INTRUSION N '�� - 10 INTO CRITICAL ROOT ZONE OF r ,f CI T X Y SUS H BRIDUS / r .. . EXISTING 4 C, �'3 CONIFER i 23J SF W T , \ HI E. ROCK ROSE N 19 EXISTING VEGETATION _ - ~` '''•:�, MEETS' 'PE 1{ . �'. LAND$�CAPIN6 EXISTING ROW VEGET 130'•SF v :y 'a• .,y i RF T REMAIN19.125.070:- "&; 3 / � ::�� ' :•:a.v- �. ., :,, :...:�=, ,>' , a..a;. � EXISTING ROWS " , ` -•'•VE OETS SHRUBS ,! •�, <` :.. r :.. _..':.-..z.., ,- , REMAIN �.. STIN S & .::.. ,,�.,:...u... .,..., •. ....>,. , TY1?E V NDSCAPING �_. :�'�Z :f.• � 4 O \` x EXISTING DECIDUOUS TREE TO REMAIN TYP.) % / .• 'T'yy ft 97 SF 111 SF / EXISTING CONIFER TREE .y. �r^jy.�•fry ;:_ t: / / / / I � / :.;::.,>,„.. .•,_-:. , .I.:<::,':;'' TO MAN (TYP.)PIRAEA JAPO CA `GOLDMOUND' /�}� GOLDMOUND .SPIREA i� EXISTING YEGETATIO ; %f;; - / ; ; ; ; !PIERIS J PONICA FLA I OFF SITE EXISTING 3 FT , ; ; ; - ; r= , : 9.125 070 (2) & (3): ; / TO REMAIN (TYP.) !f' 1 ' � { EXISTING TREES & SILVER /IFLAMING SQL E CHAIN LINK FENCE ' - PIERIS JAPANESE ti •'VEGET`ATION MEETS -IV LANDSCAPING 19,125.070 (2) & (3): ACER PALMATUM 'SANGO i't EXIST.,ING & PROPOSED �`� t 101 SF ' KAKU' / CORAL BARK MAPLE ` :, /'VEGETATION MEETS TYPE IV LANDSCAPNG ; �?LLJ C ` NOTE: EXISTING TREES TO REMAIN ORIGINALLYLL - -- i ;:. , r < NOT SURVEYED THAT HAVE BEEN ADDED TO . , 150 SF EXISTING TREE CREDIT TABLE; APPROX. LOCATIONS ! ; _ EXISTING <' BOULDER TYP. ALONG FRONT OF EXISTING BUILDING - ( ) , WATER AU T . 40 (22) - S LANK BUILDING WALLS: EXISTING CONIFER C.J 5 19 125 0 GREENING OF B ' EXISTING & PROPOSED PLANTINGS THAT INCLUDE TREES °., L S ' YNOTE: LANDSCAPE TREE TO`REMAIN (TYP.) V ; ;1344 SHRUBS & GROUNDCOVER MEETS SCREENING • - K REQUIREMENTS FOR BLANK WALLS ` _ � � =ISLAND TREES CANNOT.. r; xvI"I BE PLi'TED NEAR / UTILITIES J UTILITY POLES. U R FMC 19.125.050(3): EXISTING VEGETATION, ''/ / ✓` ' ` DAPHNE CAUCASICA / Q EXISTING TURF TO REM1A1__ � , - >: BERM, EXISTING MULCH, _Cn FRAGRANT DAPHNE f 4 EXISTING FENCING„ -NEWLY ADDED f; f PHYSOCARPUS OPULIFOLIUS'LITTLE DEVIL', , z '�'J / % - '✓ ` ; ! - BENCH \ I9.125.07&(2) & (3): _ SHRUBS (APRROX,-3 YRS (/) E s. /- / Yt • 1 i i f u LITTLE DEVIL NINEBARK ��. t - _ c / / ; J. ;;! ; • ■ k--�..__. EXISTING & PROPOSED x AGO) ALONG THE LOWER _ VEGTATlON' MEETS = >: SIDE OF' HE PERIMETER, EXISTING BUILDING 351 r�M� Q C \ TYPE�iV LANDSCAPING- 1 MEETS TYPE III - VISUAL C / �/ ,F i / f �' AZALEA'GUMPO PINK' / ;\ z , _ _ BUFFER REQUIREMENTS U NOTE: EXISTING TREES TO REMAIN ORIGINALLY GUMPO PINK AZALEA : ; _'=.': ` ` \ NOT SURVEYED THAT HAVE BEEN ADDED TO TREE 96 SF u �' : 1 ' Ff CREDIT TABLE' APPROX. LOCATIONS ALONG FRONT =`.'.'-;`"3 14 SF \ OF EXISTING BUILDING S EXISTING VEGETATION MISCANTHUS SINENSIS WORNING LIGHT' / j / /' // /�" . ! 1, TO REMAIN (TYP.) MORNING LIGHT MAIDEN GRASS // EXISTING PARROTI/C PER k " ' , t , SI A VANES A S 1 , ;,• r . !r VA N, ES R"SIAN IR ONWOOD, •1 i ,Match■ ■■�■ r r ..,�. t. / ,' 'T— —___. _. ,;, ' 1 ; I _ il/1111111mil 0 1=� 0 0 now IN 111[ r . _.�. '. '� ABC i `'� `c�' / .. ; r : EXISTING • � ,.. . , � ° -, -_.: _. '_. � _ . _ .r_.�._ V A"/ 910 SF < < \ , ° ;,� = � 1 ''"F FMC IRRIGATION See SheetL2 _ ' ==EXISTINS3'VEGETA xb• ': ';, J : ; . �. .. ,. r ,� _...._ „ •. - °4 ` � ,' - _ EX)STING'&PROPOSED f � � E�CIST.ING VEGETATION ,/; . % `CONTROLS f r/ ; S` • f ,. 'S..T,O REMAIN (TNP.) ETATION PROyID1 / TO KtMAIN TYP,' E ' \ EUONYMUS JARONIGUS'SILVER PRINCESS' / G' ` � ``•,t f .,,,. ■ P?J __ ,, � :�' ^•, _ / - .__._-St7FFICIENTCOVERAGE'•. SILVER P;RII�EUONYMU _ x ! S> • _ �• . , 4M ;NEIGH ORING,SIQE; ��yy EXIING VEGETATION rP OSMANTHUS HETEROPHYLLUS GOSHIKI _._.. t ,/ f,O REMAIN (TYP.) gEXISTING 5-6ET OF.SLQPED r3i `-;�,,. BERM`PRGVID.E-'HEIGHT TO'. J ' J GOSHIKI FALSE HOLLY - r i 3 / 1 ' 7 PRUNUS CERASIFERA CIPRIOZAM / HIQ VISIBILITY`FRO(�A'THE / ■1 'S- CRIMSON POINTE PLUM /) i l� J ■ r I '�_ `r PARKING LOT 19125 070 121 & (3)8 TYPE IV r) O O 00 M L dJ > J O < = W u p ru W LL � O V L v z cn p L = V Q p O o l ,ti . - CERCIS CANADENSIS 'FOREST PANSY, / �, 1 SF l - -- 113SF--•� �``� REVISION 10,725 SF / 12,44 „ .:�.. FOREST PANSY REDBUD t - ,, 134 SF ,, PARKING ISLAND LANDSCAPING U HT TOLERANT / / % J �� - �,u{ �` LANDSCAPED SITE AREA ARE DRO G _ _ _ • ' � J °- . � '' ; - �r. � ' ' � �'�'�OFF-SITE Date t e EXISTING B - Y ; � ✓ ,;;,;:r- •c _ : • : ,� r , : , _ ,-_ _ _ � __. - -.' CONIFER TREE TYP': MIN. 25% J `'- " %,,'�•� - MISCANTHUS SINENSIS MORNING LIGHT / ' DROUGHT TOLERANT PLANT QUANTITIES. C . / J y - �,I /,% 17 Oct 2019 YSI_ / ,:;.,'... MORNING LIGHT MAIDEN GRASS; LIGHT TOLERANT SPECIES COMPRISE 190 /o i J .....,. a NOTE: ADDITIONAL k - DROUGHT J� Js` EXISTING VEGETATION - �. , . r 1 O ( -L-ANDSCAPE ISLAND T J," City OF TOTAL PLANT QUANTITIES / / /,...:.<: _ _ ). REE Revised per J/ '' Site TO REMAIN (TYP.) • .1. ; ; .. VIBURNUM DAVIDII / DAVID VIBURNUM :. -� -'---/_.. ,� 'y .. ' p /E _ ---- f / ■ XISTING TREE(S)" & .'_ CANNOT BE PLANTED L N DAPHNE CAUCASICA / ?� . TION MEETS ;..:, GAULTHERIA SHA LO / E;`"� VEG NEAR / ON UTILITIES-] • , .� � f % -- •. ;t,�- --Changes cSALAL FRAGRANT DAPHNE V LAN0ESUZIL1T�P -- __-- - ' C = JE :E_[ / ✓ (.. _lEISTING EVERGREEN , ! 1 { - SHRUBS BETWEEN _Feb .� - ._.I. —._ `/,. f1CC CITl= tlC•IfJ Revised per City -Comm.-/ Site Plan Chanaps EXISTING CONIFER : • �' 19.125.040 (22) -SCREENING OF BLANK BUILDING WALLS: - �'..a_� _.._ . , � EXISTING & PROPOSED PLANTINGS THAT INCLUDES TREES " TREE TO°REMAIN (TYP.) � z NOTE. LANDSCAPE SHRUBS & GROUNDCOVER MEETS SCREENING " Z A S. / xi , , /• REQUIREMENTS FOR BLANK WALLS �: "" z '�_.. _. BE PLANTED NEAR / . FMC 19.125.050(3): UTILIT:}ES / UTILITY POLES " r 32 \ EXISTING VEGETATION, / / /a. •,. DAPHNE CAUCASICA / 4; I STING" TURF TO REMIA FRAGRANT DAPHNE j BERM, EXISTING MULCH, w' 1 f r' j i /a r r �R / I i / / r• j t i /J / / r E or Now-j Matchline 0 0 0"IN/ r ■ a 0 / l c; EXIS / / h t L=1,e ee Se S, RRI r g: l r /` � .-EXISTING"VEGETA 10 T G 4 N TO REMAIN TY p. ;r / r / ,r NT LANDSCAPE BOUNDARY:/ DROUGHT TOLERANT \ r / TOTAL LANDSCAPED AREA = 54;113 SF , A TOTAL PROPOSED LANDSCAPE AREA = 12,441 SF AREAS) �, r N T REMAIN A S X UDE EXISTING VEGETATION O E CL S / ( r = 1 725 SF DROUGHT TOLERANT LANDSCAPE AREA 0, , 10,725 SF / 12,441 SF = 86% OF THE PROPOSED LANDSCAPED SITE AREA ARE DROUGHT TOLERANT DROUGHT TOLERANT PLANT QUANTITIES: MIN. 25% DROUGHT TOLERANT SPECIES COMPRISE ±90% OF TOTAL PLANT QUANTITIES EXISTING ROW VEGETATION TURF TO REMAIN (TYP.) EXISTING ROW STREET TREES (NOT SURVEYED & NOT INCLUDED IN TREE CREDIT TABLE) J r,f > 'ram., frf�, / ,. ,•a� ° , j � . I f A— PSEUDOTSUGA MENZIESII DOUGLAS FIR r I•. rl _ I " C• _ I %l J '. wr•, (% •' Ya 1 rr r J t 1 7 f ff' r , �cyr'"••.' . Jl•, — i j J ri' i J \ l i r" 1 rr , fS,/f j( EXISTING 6'_- 337 ' ,33� . ' 334 ::f i1 I r CHAIN LINK rl = AP11v j. ..i FENCE r ` > L O 4 9142 19.125.0740 (4) & 19:125.050x(1)BM TYPE I: SOLID SCREEN / TSH 31 \ NOTE : CLUSTERS OF ENCLOSURE SCREENIK' 332 �. f•''"�f PYRAMIDALIS ARBORVITAE TREES JG1 J TO REMAIN (EXISTING TREES NOT :r2\ :f ` •% ._ SURVEYED; NOT COUNTED TOWARDS TREE CREDIT TABLE) V k 1j ,lf EXISTING DECIDUOUS 1 j TREE TO REMAIN (TYP.) ! ' t: i 1 . . t h If • r> Itj Ji 4Z. Landscape Plar FENCING ,.NEWLY ADDED EXISTING ' 3 tson ' PHYSOCARPUS OPULIFOLIUS LITTLE DEVIL / �., ......,, .. 19.12507U (2);81(3):-. � :, _. - SHRUBS (APRROX,•3 YRS GL BENCH LITTLE DEVIL NINEBARK tl + ',.', - AGO ALONG ,HE LOWER EXISTING:& PROPOSED ) T SIDE OF THE PERIMETER, ■ '' �VEGOATION' MEETS � ®, i EXISTING BUILDING R , mail S aI �_,�TYPEIV LANDSCAPING _.._._,�,; ��; 3,, ,;;MEETS TYPE 111-VISUAh z .:'..... ° ,•; � � - ,BUFFER REQUIREMENTS �-° 4334 N Lexington St AZALEA'GUMPO PINK' / /� ,,: � •\ i . _ _ ._.• w Tacoma, WA :984E�7 NOTE: EXISTING TREES TO REMAIN ORIGINALLY GUMPO PINK AZALEA '.;_;;;i //�////J / ; t . �1._( s \ II i > / Y T TREE r NOT SURVEYED THAT HAVE BEEN ADDEDO R � 1 - , 96 SP � W '—' location CREDIT TABLE; APPROX. LOCATIONS ALONG FRONT ! \ ; - " U 455B St Helens Ave OF EXISTING BUILDING r / �•" Tacoma, WA 98402 EXISTING VEGETATION MISCANTHUS SINENSIS'MORNING LIGHT' / TO REMAIN TYP.) ( MORNING LIGHT MAIDEN GRASS EXISTING , t.2 .2 2 4 4 t , <C 53 7 . 8 8 , , :t. .7 r . , . PARROTIA�PERS .CA VANESSA / t BENCI-� - - 1i r at, V.. v:..<.-r._i. t 'r i 1 ' j F { ' ? i 1 j t , : , � � t,, .." ,_ � .. / �.._,�,. : t .. • .' _ ..r.J..1.' i t i ! ! i t • ' r r t �. _ y , �.�.�. .. 1 • t , t < Q � 2�3.27C.0132 ..L. . i i VANE"SSA PER"SIAN IRONWOOD, r / a _ _. .. Y wWW.br r m adt ee ca h/ f > F ! r- - T TING : , _ - ° r.,,- �,, ; . QSF <, .�: tnfOC bradtree:com r - 11 _ f 4 — _ _. FMC 19.125.0 0 3 � _ _ - 5 CATION %, , :-- ;� :� ; . „ -# EXISTING'& PROPOSED . , . .. .. • . � y . .. EXIST NG VEGETATION , : ;' ., , i. S y TROLS 4 F , .. - .. -..' - • ,.; ,, ' �,, .. V GETAT N PROVIDE,, , DE. -� ry _ a, .. ° T.O R MAIN TYP. �, E 10 R VI "�-�"" ,". .,� .. ,� ) EUONYMUS JAPONICUS SILVER PRINCESS 1 n. t. F - "_ _ ,..._T_.. �- _. -.�- SUFFICIENT C VERA E` `, 1 .... i _ 9 C% �J SILVER"PR EUONYMUS:: t �t 0 FROM, NEIGHBORI S QM N EXISTING VEGETATION / ,)©- O : ., i \ EXISTING 5-6FT OF:St PED 19 Q a Q , ■. OSMANTHUS HETEROPHYLLUS G0,31 T , O REMAIN TY �_ P. , BE MGOSHIKI FALSE HOLLY 3 PRO V R EO I RUNUS CERASIFERACIPRIOZAM / HIDEVISIBILITY'FI T MT-HETO PARKING LOT. STATE OF �. CRIMSON POINTE PLUM ■ r' 19.125.070 2 & 3 : TYPE IV WASHINGTON , CERCIS CANADENSIS FOREST PANSY / , ,. _�._. _ ,. � •�.'-''. --:'-:-. "�` ' ' `' �:-;:-'- �.._ O O REGISTERED -- I N _ ; , ,f � : � - „�__ ' , 113 PARKING ISLAND LANDSCAPING LANDSCAPE S HITECT FOREST PANSY REDBUD � --, ., �_; i #. n 134 SF � � :. ,i , EXISTING OFF SITE OL v�•0 to' }•i - ..4 ��. \� ��••wH•�!�Ii�•�Ii�l--'•-.. {; ',gyp - a ar • --• . - • �� „d: � III ` `,t� / t • 1 ► T� ` • • ••••�•�s!r �•�•�n;�a�i • . . • - i � 00 ro � �� I,IlI ii�IIIII.1l��G� y�i��l.ull/I �i i I III ip 1,�,�,II ,I� li.�� ,.•i►••� •� ; _ , �L. , e •ro 11a �■rI p +,.QI �;�n�er/�i.�.`t� �� ulr� • CMEWA . - • , rn _ �I /I►b�..�®'!� �ia�%J•Ili ii-�:i��G�In;:�hL1�•1. I(Lq) ' . . - - ® �► • • ti. - • fit' t - __� ,��YI�A•t — jt . ' ■ • `Lu �� • . • yyF • 11 •- • . ® • • • . ram,` R�r�:r • • , ■ \ ..��:� •1� IMF ,.:■� U i—t-.-.._-^--�Z1)�) ,� ,+_•_...� . , - . , . . • • r `� II-ACADE LANDSCAPING ma11 .�,.•�. �=i.,�,� IY7��r1�..�� .. 1 �• ice.- ,. ��/�� /11■f' •le1 a *• � • • E ' �i. �_- Z_�1` �� ,a ►t9i.P,..1 # • sue'.I /'_ w ._ O • � CL rM MM Ln .! �• O 9 < . / J iI if #t — !1 -.s a;r[_ ,I Ii tl .:�.. ! I .= l! I! II ._ '.. >�r !f• 3 � , ,• IS ,�� ®®� ®a.�]ZON01',�� ®,®IN ; p mo�/1# ®� �, V V O �+i�i� �� • 1 1 ••. CITY REVIEW NOT uuNb'O�TRUCTION SCALE: 1 "=20'-0" 0 10, 20' 40' REVISION No. Date By 1 17 Oct 2019 YSL Revised per City omm: Site Plan - Changes-- 2 10 Feb 2020 YSL Revised per City Comm.f Site Plan Scale 1"=20'O" Designer YSL Sheet No. — 2 Project Manager MFW Principal KBR of 4 Sheets Date o Nov 2018 Phase CD PLANT SCHEDULE: SYMBOL QTY. BOTANICAL NAME / COMMON NAME TREES - DECIDUOUS: TOTAL TREE CREDIT =14.5 SIZE SPACING, CONDITION & REMARKS 6 ACER CIRCINATUM / VINE MAPLE 5'-6' HT. NURSERY GROWN, MULTI -TRUNK, EVENLY BRANCHED 6 ACER PALMATUM 'SANGO KAKU' / CORAL BARK MAPLE 5'-6' HT. NURSERY GROWN, MULTI -TRUNK, EVENLY BRANCHED 2 AMELANCHIER X GRANDIFLORA'COLE'S SELECT' / COLE'S SELECT SERVICEBERRY 5'-6' HT. NURSERY GROWN, MULTI -TRUNK, EVENLY BRANCHED 1 CERCIS CANADENSIS 'FOREST PANSY' / FOREST PANSY REDBUD 2" CAL. B&B, BRANCHED @ 5' HT. (STREET TREE QUALITY) 4 FAGUS SYLVATICA'DAWYCK PURPLE' / DAWYCK PURPLE BEECH 2" CAL. B&B, BRANCHED @ 5' HT. (STREET TREE QUALITY) 7 PARROTIA PERSICA'VANESSA' / VANESSA PERSIAN IRONWOOD 2" CAL. B&B, EVENLY BRANCHED 3 PRUNUS CERASIFERA'CIPRIOZAM' / CRIMSON POINTE PLUM 2" CAL. B&B, BRANCHED @ 5' HT. (STREET TREE QUALITY) TREES - EVERGREEN: TOTAL TREE CREDIT =11.5 c•, ` 8 CHAMAECYPARIS OBTUSA'GRACILIS' / SLENDER HINOKI CYPRESS 11 JUNIPERUS SCOPULORUM 'SKYROCKET' / UPRIGHT JUNIPER 4 PINUS FLEXILIS 'VANDERWOLF'S' / VANDERWOLF'S PYRAMID LIMBER PINE 3 PSEUDOTS GA MENZIE II / OU LA FIR rOTAL PROPOSED TREES PROVIDED: 55 X 0.50 PER TREE) = 27.5 SHRUBS 30 AZALEA'GUMPO PINK' / GUMPO PINK AZALEA 17 BERBERIS THUNBERGII 'CRIMSON PYGMY' / CRIMSON PYGMY BARBERRY 21 CISTUS X HYBRIDUS / WHITE ROCK ROSE O 16 CISTUS X PURPUREUS / PURPLE ORCHID ROCK ROSE O 37 DAPHNE CAUCASICA / FRAGRANT DAPHNE O 49 EUONYMUS JAPONICUS'SILVER PRINCESS' / SILVER PRIN. EUONYMUS 3 PHYSOCARPUS OPULIFOLIUS'LITTLE DEVIL' / LITTLE DEVIL NINEBARK 11 MAHONIA AQUIFOLIUM / OREGON GRAPE 23 NANDINA DOMESTICA'FIRE POWER' / FIRE POWER HEAVENLY BAMBOO 21 OSMANTHUS HETEROPHYLLUS'GOSHIKI' / GOSHIKI FALSE HOLLY 80 JUNIPERUS SQUAMATA'BLUE STAR' / BLUE STAR JUNIPER 0 23 PIERIS JAPONICA FLAMING SILVER FLAMING SILVER JAPANE E PI ERIS 0— 48 RIBES SANGUINEUM 'KING EDWARD VII' / RED FLOWERING CURRANT 3 SAMBUCUS NIGRA'BLACK LACE' / BLACK LACE ELDERBERRY Q 22 SPIRAEA JAPONICA'GOLDMOUND' / GOLDMOUND SPIREA O 21 SYMPHORICARPOS ALBUS / SNOWBERRY 46 VACCINIUM OVATUM / EVERGREEN HUCKLEBERRY 24 VIBURNUM DAVIDII / DAVID VIBURNUM FERNS, GRASSES & PERENNIALS 18 CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' / FEATHER REED GRASS 25 MISCANTHUS SIN ENSIS 'MORNING LIGHT / MORNING LIGHT MAIDEN GRASS GROUNDCOVER EXISTNG VEGETATION Q 567 FRAGARIA CHILOENSIS / SAND STRAWBERRY 1,525 GAULTHERIA SHALLON / SAAAL — 371 SARCOCOCCA HOOKERIANA HUMILIS / SWEETBOX 3,742 GAULTHERIA SHALLON / SALAL EXISTING VEGETATION TO REMAIN EXISTING ROW TURF TO REMAIN EXISTING BOULDERS TO REMAIN EXISTING GRASS TO REMAIN EXISTING BOULDERS TO REMAIN PLANTING DETAILS: 2" LAYER MULCH FEATHER AWAY FROM TRUNK 50 NATIVE & 50 — TOPSOIL MIX FERTILIZER TABLETS QUANTITY PER MANUFACTURER'S RECOMMENDED APPLICATION RATES O 1 GAL. OR 4" POTTED CM Apo PLANT MATERIAL MOUND SOIL TO FORM O p—O y��G��G BASIN 3" ABOVE GRADE. o�y��o A90N �SPP PROVIDE 3" CLEARANCE BETWEEN ROOT BALL 3•, OEQUIDISTANTO O I 17 AND EDGE OF sPACING PLANTING PIT. / USE KNIFE OR SHARP BLADE TO CUT THROUGH BOTTOM 0-0-0 HALF OF ROOT BALL. BUTTERFLY ROOTBALL TO BRING THE ROOT SYSTEM CLOSER TO THE SURFACE. Groundcover Planting Detail (NOT TO SCALE) 6'-7' HT. B&B, NURSERY GROWN 4'-5' HT. B&B, NURSERY GROWN 6'-7' HT. B&B, NURSERY GROWN 6'- ' H &B, NU SE Y G O N 2 GAL. CONTAINER FULL FOLIAGE, 24" O.C. 2 GAL. CONTAINER FULL FOLIAGE, 24" O.C. 5 GAL. CONTAINER FULL FOLIAGE, 42" O.C. 5 GAL. CONTAINER FULL FOLIAGE, 42" O.C. 5 GAL. CONTAINER FULL FOLIAGE, 36" O.C. 2 GAL. CONTAINER FULL FOLIAGE, 24" O.C. 5 GAL. CONTAINER FULL FOLIAGE, 48" O.C. 2 GAL. CONTAINER FULL FOLIAGE, 36" O.C. 2 GAL. CONTAINER FULL FOLIAGE, 30" O.C. 5 GAL. CONTAINER FULL FOLIAGE, 36" O.C. 15-18" HT. FULL FOLIAGE, 24" O.C. 5 GAL CONTAINER FULL LL FOLIAGE 30 O.C. 2 GAL. CONTAINER FULL FOLIAGE, 36" O.C. 5 GAL. CONTAINER FULL FOLIAGE, AS SHOWN 2 GAL. CONTAINER FULL FOLIAGE, 36" O.C. 2 GAL. CONTAINER FULL FOLIAGE, 36" O.C. 2 GAL. CONTAINER FULL FOLIAGE, 42" O.C. 2 GAL. CONTAINER FULL FOLIAGE, 36" O.C. 1 GAL. CONTAINER 1 GAL. CONTAINER 1 GAL. CONTAINER 1 GAL. CONTAINER 1 GAL. CONTAINER 24" O.C. FULL FOLIAGE, AS SHOWN 24" O.C. 18" O.C. 24" O.C. ee o�CONTA�INER er' re es 1 GAL. 18" O.C. FERTILIZER TABLETS QUANTITY PER MANUFACTURER'S RECOMMENDED r- APPLICATION RATES _ PROVIDE 6" CLEARANCE / ! —I I _I � �I 11 I II II I BETWEEN ROOT BALL AND EDGE OF PLANTING PIT. n 2" LAYER MULCH FEATHER AWAY FROM TRUNK MOUND SOIL TO FORM 4" HIGH BASIN —li�- 50 NATIVE & 50 TOPSOIL MIX CUT AND REMOVE BURLAP =I I I—i I i III III- FROM TOP 1 /3 OF BALL OR III "REMOVE ALL COMPLETELY REMOVE TREATED OR CONTAINER* SLOPE CONDITIONS NONBIO-DEGRADABLE MATERIALS Shrub 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, and 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. 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 existing soil for a total depth of 9.5 inches, and a settled 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. °i I IW IZ IJ �Id I 'GILUL PROVIDE MIN. 4'-0" SECTION HIGH PROTECTIVE MESH IN AREAS WHERE CONSTRUCTION FENCE AND SUPPORT WITH WOOD ACTIVITY MAY CROSS INTO DRIPLINE, POSTS AT DRIPLINE OF EXISTING / ` PLACE 6" OF MEDIUM SIZE WOOD TREES AND VEGETATION / CHIPS AND COVER WITH A METAL PLATE TO BE PROTECTED DURING CONSTRUCTION PLAN Existing Tree & Vegetation Protection Detail - (NOT TO SCALE) "' 1 CITY REVIEW NOT FOR CONSTRUCTION 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 landscape maintenance immediately 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 growth. 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 s p p g q p a 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 3" WATER BASIN CURB & ASPHALT ROOT BARRIER (SEE NOTE #2) BREAK SIDES AND BOTTOMS OF PLANTING PIT TO ALLOW FOR ROOT PENETRATION PLANTING MIX AS SPECIFIED FERTILIZER TABLETS AS SPECIFIED COMPACTED SOIL BASE FERTILIZER TABLETS AS SPECIFIED NOTES: 1. PLANT TREE 1 INCH HIGHER THAN DEPTH GROWN IN NURSERY. TREE PIT SHALL NOT 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/ Root Barrier Planting Detail - (NOT TO SCALE) adOd� a� �Q STATE OF WASHINGTON REGISTERED LANDSCAPE AtGHITECT leµ r dl �R .457 Ln UJ M O Ln ro 00 0) W r13 L > Q O O Z 0 roLU Q LL 0 UJ \ v) ' LL W U ? O Q� ,J n z U � o W .� �- o v o U`� V Ol Z REVISION No. Date By 1 17 Oct 2019 YSL Revised per City Comm. / Site Plan Changes 2 10 Feb 2020 YSL Revised per City Comm._[ -Site Plan Scale As Indicated - Designer YSL Sheet No. ■ L-3 Project Manager MFW PrincriB R of 4 Sheets Date o Nov zo18 Phase CD ri TREE CALCULATIONS SUMMARY: 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 27.5 Tree Unit Credits Proposed (See Sheet L-2 Plant Schedule for Credit Breakdowns) + 106 Existing Tree Units On -Site = 133.5 Tree Credits Majority of the existing trees will be retained on this site. However, existing trees located around the proposed building footprint the south perimeter of the site will be removed as part of construction. There are additional mature evergreen and deciduous trees all throughout the project site that do not appear on the survey (some have been located per site visit). The existing trees not surveyed, existing trees remaining, and the proposed trees would exceed the site total tree credits above the required 92.5 units. "A "A . KEY I 11 TREE SPECIES: il EXISTING DECIDUOUS TREE EXISTING CONIFER TREE C = CEDAR °� A *EXISTING DECIDUOUS TREE U =UNKNOWN PL =PLUM *EXISTING CONIFER TREE P =PINE - ADDITIONAL TREES FOUND FROM SITE VISIT EXISTING TREE TO F = FIR BE REMOVED RW = REDWOOD M = MAPLE CH = CHERRY 1 �$EXISTING TREE DRIP LINE SG = SWEETGUM i, `f= EXISTING TREE \ \\ �- f " ' 210 ; ''. ' DRIPLINE (TYP.) \ ` C:1b11 'S << r�: , \ . 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I - _ U- - nr_ / , I.:,\i:.... y ! q - ."�I ,W,I�I. .- �.;1-- 1,- .1.. _z�4iI$. _ n:_ �', - / , � ! 347;' i48' I �, 2 y ,. / ' , , , �, PROPOSED'DECIDUOUS ' 06�' / , , / i i1 I Q / 9� "'f/,//ice/ 34 \ 1 1 THE P1,1 II i f �� / it t \ 4iA " / 0 - �, `A 8 / - l / t �.x ,( ... // _♦'/ ll'!,,' -':� 1 NOTE: TREES ALONG -_ DRIP LINE TYPII - - ( ), 1. I. III 1 /,`' /'. ,%///. ,/,,,/ '/ ::`;:," 344 NW FACADE ARE FIELD EXISTING DECIDUOUS (r. / / __ /:,/ J, ./ , /, a:r ,/ / , I %-/ �� 'f;\ LOCATED. REMOVE & TREE TO REMAIN (TYP) - - I C:� / ~/ /'/ ' J ////// / r, I' ', MAINTAIN DURING ,' '' 2Q4 - / 52 / /��'_•///// �/ r :,';'r CONSTRUCTION AND;` /!�/ P4, 20 < / t� ,c ji :j, /////i�' j /� a� f �Jrtt ; 1` REPLANT AS SHOWN. ' ,'� U A `r \ EXISTING BUILDING 't 351 202 2 11 / /// / -' e, .`. ;,,//,''/ �•,t ADDITIONAL EXISTING 18 �� / le IFtr' ' �/ rI / ,/ ;i i%/ G r t ` DECIDUOUS &EVERGREEN \f,/ 20 r,- ' j / ` / ' ;;�,; �J j /33 „rr�` TREES FOUND NEAR FRONT / F 2 „ r / / /� `1/� i/��/. 340 ,'; OF EXISTING BUILDING 4 200: // / / /� // ,/I j/ it Nj / k - P 811 1 ; , '. //, JY. 1 ;,,.. EXISTING b"', ""II; / / >,, i / /; jf/ `� TREE TO REMAIN (TYP; > ,, i ,• / / t ct i 7 i / / �; / // .... t!� ;!! OM.•. :' _ . .`rd. ii' ti/;; ! .e-. K. `/. / ) / / / , j�, , ., L+c t r' A %r, ", i ii t \ '\\ / E�iIST9NG OF / / F.SITE U t r /,/ , / // /, / 338 r. ' : 'v Ci7NIFER, I REE (TYP.) / / :,; j / j / / / / ,,, r JM '( , r _, ,%% / / //� /j /, v < <� ;;;f' x. L 112 3 0 321 ECIDUOUS 2 _ r . !, / PROPOSED D V i f ,`- ` �/ ; // / , t TREE (TYP.) a 2 f `_, / OFF -SITE ;_ ; r. .�- I i�� 322;:: / DRIP LINE (TYP / t f • / EXISTING DECIDUOUS f / - N \ ', f r r / ; / f .l /�%TREE TO REMOV (TY .).. _-. _ - , / 1 r / - t ,, ,, I fT , , -- \ % E P t.., _ . _- _ /,F//' / / / :•1 '% `�, / r /' ,I r 1e < , '/C 411 4_./�/// ;'%`'/' - j /.. f.�� >t^7 ;kas-car ' / y / `.- %/ / " /. / / I i 1 - 1"1 : r € to z / %� r t; An / / /' n /� / _— — / i f , 6 i ' f / , _ -,T T f 4 3 10k1 /, ; . f: I . - // " . r _ / ! i / / ,' '. / . ' ... % . > J !/ i i •`. f i f /r, . - ._ -. : may_. ..y - \ 'f S.. , '/ta /�. l -¢ i ..1 ..._ - Ii ` % I I f. i i / /j, _ _ > `,i , /, I ,' �.. /' 'tt '// > / r, r Yj / r/ � f i i (I �`I \ 16n '. / l . l / ' rr I i 11 �, / , ;1 r v / I i ✓ i PROPOSED -_._ . " (STING BUILDING F 12° / i / r , �','; 1 %%,';' `/ '' '.I i / f`li� BUILDING �._w�' '10 F I ' f' ; ' , ;" I I; '_ ; PROPO ED'CONIFEF -- _.. / . i //x' /Jt t R .:" ' j% I y i ' c `: s` _- THE I F 22" / / _ f - -- . /: ; �' 1 /•. , , I „ / / , " /., / � �2 t 1; ;;� 1 / / /' -- ,/ PROPOSED -V / Y / " _ \ ! i r 7 x, ,/ / , i i /' i : ... I , ,1 ' I�->�-�'"\` r',1 - r: ' . t ,W �/ 1 CONIFER , k�. i r, �, i t x:1:1,5 '' ` °� TREE TYP. / i N r. \ - - r , � TREE(TYP.) V, r " `\; !Ir ' U ♦ Wt i `J - t'I`a t ! �,.I .... ____ ,/, i� _ O" U ,1.6 _ r : , , _ -- % g' i 's ; i \ ` ti-'7� ' �\ , /� f / / f I I!: I i - � . .__ _ -.. _. l .v... i 'a - li i , ; i , , // �-��•- y� ,. \, _ -- /� /� /�/� a a •) i_ _.:r n cx, ,�'1 \ l �:' i ....W .:. ''s :.�.'.a.w_W:" E , ',rtc. '- .. 1 -+ .`_t--._---- , 4 I # , r .r , y /� `0' / ; /' l e;;•-%-r, v r . / / 1 I -i - r` 'Jajf ; _ _ _ 105 _ 1, - 1 _ �I —.— 1 / _ : -- ,(.�I/y r r r, .r ' , r _ ../ 16V/ r / /� a .. /I i ._--... _ of `t . , •`ems i ... ..—_ `� -r _.. _.-. i _ .. ... _ \1, ,x. , t . I / , DELI UOUS ;/ ,.. r % , I ,\ / \ THE ? : i , EXISTING ' 1119 118 I - (TYP ry— _ ' _ �> \ CONIFER f 1 I �� ;- :::.� : i K --- - r & .'4 _ ,1., r % .../7,' ,i `' �.. ';' ' �i j . ` a`I ! \\i....._.� TREE TO Y/` 1 - I' > I/ :--f -� .+ \./ t , ,1 i_-�-, , � — i� \ .i'I. 1 / ! ,_ ' ,CO�k•[ 7 9. ) t ,r : �% -_ 1'f REMAIN Y �� C.� _ ......:.. 1e • r. t .......... I r , -, - . _ r-->--- . �� f , 3 r , rl .i w' , \, r i/,,. -. 1 , s ; t '�, --=mot, ' _.... 5 : f ' gel r i '325 ` ; I j _ ''` if / f 1 121__ % / CIDUOU' r � .. ,; , ;\ . , + ; ; \ 335 ,' 33 5 "� F _ x �1_ __. .. - _ r- - _.. r f -, I M 811 r -r �I \ % - r� - ' A , , \ ) v „/\ , s -- r- r02..� _...._.--- -/ TREE T 323 r M 6 r \ a :., ,. : ;,k,• 11 G��2EMAIN. (. EXISTIN G DE 1 S .:... _. _ .... �z __ / \ r 337 ,' \ , 1 1 r 33� , 334 A _ , r ..._ _. ;, ....: _ — ..... _ x , x - -- ! F 20" NF!�" 7:611 /' ;;. F 20" 329 :z3? 3� \`.� \K„� R ,/,, i - - -- .. 7 r / 1 _1 �.8`Q/I _O�y \\ flit 1 - „ . / 324 \ _U 15 w <� I v .i:J/. S, 4' - / 3 1 _� C= -..._. C .- <., I:, l' nr _ B PROPOSE - � t °' \ ' `'; ' / CLUSTERS OF 332 „\ / EXISTING CONIFER EXISTING DECIDUOUS ! SG 8 \ i / / CONIFER EXISTING TREE TREE (TYP.) 1,1 II (II> 0>WHN0z0ICL0NEMJ=E1)�0MrLAI1MM01) 1:M0110M11 I & EVERGREEN TREES '/ TREE TO DRIPLINE (TYP.) FOUND TO REMAIN _ _ _ REMOVE (TYP.) Tree Retention / Replacement Plan SCALE: 1 "=30'-0" 0 10, 30' 60' - z ,B, ,D G z 1_1__ 1� 1111111� 1 - .4401 anwo I , A:51 *0 I ,a 41RAIP _i1j, %�_ I!_ fir _L on r � I f 7� 0 w °G mail 4330 N Lexington s"t .. w Tacoma, WA 98407- " V) I-- W ='; location p UU 455B St Helens Ave < Tacoma, 'WA 98402 W_ 0- 4 < t.253.272.4848 0' f.253.276.0132 Z;5 www.bradtree.com CC 5 info@bradtree.com C__ d, STATE OF WASHINGTON REGISTERED LANDSCAPE I `RCHITECT hl radl y I 6.5 z (I 1""`_ z M 0 W >, 00 :5; �: 3: , Q U o i ; � Q QJ _0 _ cj� LLJ r LL U u., L_ L.L. I I 0 oroo. '� U o �� = U z z 0 0 V i _ F _� an U in z �L_ LLJ C_ u Z) o F Ln � LL! °' ry LU LU REVISION No. Date By a 1 17 Oct 2019 YSL _._ ——.._— _._ .. ..___...-.__.. Revised per City --- Comm: / Site Ptan Ch------- _ anges o 2 1 0 Feb 2020 YSL -- Revised per City ----- Comm. / Site Plan . Chanaes Scale 111 _ 0' - 011 Designer Sheet No. YSL Project Manager TR-1 Principal MFW KBR Date o of 1 Sheets Nov zo18 Phase CD ,1 a