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15-103431-UP
September 14, 2015 Jason Nelson Federal Way Public Schools 33330 8th Avenue South Federal Way, WA 98003-5433 Jim Ferrell, Mayor RE: FILE #15-103431-00-UP; USE PROCESS II SITE PLAN APPROVAL Mirror Lake Portables, 625 South 314th Street, Federal Way Dear Mr. Nelson: The Community Development Department has reviewed your Use Process II Master Land Use Application for two 1,792 square -foot temporary portable classrooms to be located at Mirror Lake Elementary School. The application was determined complete on July 14, 2015, and is hereby approved per the following findings and conclusions. This decision is not an authorization to proceed with installing the improvement(s). A building permit issued by the department is required prior to any site work. FINDINGS OF FACT 7771 1. The applicant submitted a Master Land Use application that proposes two temporary prefabricated modular classroom buildings each measuring 1,792 square feet to be located on the subject property. 2. The portables will contain a gabled roof, exterior cladding with 8-inch vertical grooves, and trim surrounding the windows. 3. The north and south building facades of each portable are greater than 60 feet and visible offsite and therefore subject to "two of four" facade modulation and screening options. The applicant has requested a departure from the two of four requirements as the portables are prefabricated, temporary, and will be placed more than 200 feet from the closest street (6th Ave S.). The applicant has alternatively proposed to provide a Type II landscaping screen eight feet in width - along the non -entry facade and a 32'x7' awning along the entry facade, resulting in one option on each facade. Staff finds this departure acceptable and within the guidelines of departure criteria. The facades are relatively narrow at 64 feet and the proposed landscape screen appropriately mitigates the temporary aesthetic impacts from the portables. 4. The proposed improvements are shown to be set back more than 50 feet from the front yard, more than 50 feet from the side yards, and more than 50 feet from the rear yard. 33325 8th Avenue South, Federal Way, WA 98003-6325 (253) 835-7000 • www.cityoffederalway.com Mr. Nelson September 14, 2015 Page 2 5. The existing parking lot contains 64 parking stalls. 6. The school will employ a total of 54 employees following placement of the portable. 7. No nonconformance aspects are identified in the geographic portion of the site on which the proposed portable will be located. 8. The associated concurrency evaluation (File 15-103432-CN) identified no failures in the city's transportation network and a Capacity Reserve Certificate was issued on August 26, 2015. CONCLUSIONS OF LAW 1. Pursuant to Federal Way Revised Code (FWRC) 19.15.030(2), the proposal is considered a substantial improvement or addition and subject to a Use Process II application. 2. The site is located within a single-family high density residential (RS7.2) zoning designation. Pursuant to FWRC 19.200.090, schools are a permitted use within RS zones. 3. Pursuant to FWRC 14.15.030 (1)(c) and City of Federal Way State Environmental Policy Act Interpretation 412-01, the proposal is exempt from an environmental threshold determination. 4. The proposed improvements comply with zoning regulations set forth in Use Zone Chart FWRC 19.200.090 including but not limited to height, required yards, parking, and community design guidelines. 5. Departure from "two of four" modulations and screening requirements results in the proposal maintaining its consistency with the Community Design Guidelines purpose statement set forth in FWRC 19.115.010. 6. The proposed improvements comply with Use Process II site plan and community design guidelines approval criteria set forth in FWRC 19.60.050. CLOSING The effective date of this decision is September 17, 2015. Pursuant to FWRC 19.60.080, any person eligible to appeal this decision may do so to the Federal Way Hearing Examiner by October 1, 2015. Any appeal must be in the form of a letter delivered to the Community Development Department with the established fee. The appeal letter must contain a clear reference to the matter being appealed and a statement of the alleged errors in the Director's decision, including the identification of specific findings and conclusions made by the Director disputed by the person filing. In that you are the only party of record, your appeal period is waived (assuming you do not wish to appeal this decision). Waiver of the right to appeal does not affect the effective date of this decision. This land use decision does not waive compliance with future City of Federal Way codes, policies, and standards relating to this development. This Use Process II approval does not constitute building 15-103431 Doc 1 D. 70663 Mr. Nelson September 14, 2015 Page 3 permit approval or authorization to proceed with site work. If you have any questions regarding this decision, please contact Matthew Herrera, Senior Planner, at 253-835-2638, or matt.herrera@cityoffederalway.com. Sincerely, Michael A. Morales Community Development Director enc. Approved Site Plan c: Brad Medrud, AHBL, 2215 N. 30`h St., Suite 300, Tacoma, WA 98403 Matthew Herrera, Senior Planner Scott Sproul, Building Official Erik Preston, Senior Traffic Engineer Kevin Peterson, Engineering Plans Reviewer 15-103431 Doc. I-D. 70663 N GRAPHIC SCALE 0 10 20 40 1"= 20 FEET AHBL #126 REBAR ANO CAP N:120190.6041 E: 1270192, 6029 ELEV: 434.77 UTILITY NOTE MIRROR LrAKE ELEMENTARY SCHOOL MODL, LAR A PORTION OF THE NE 1/4 OF THE SW 1/4 OF SEC. 08, TWN. 21 N., RGE. 04 E. W.M. CITY OF FEDERAL WAY,KING COUNTY, WASHINGTON CIVIL ENGINEER - - AHBL, INC ' •7.,4 2215 NORTH 30th STREET, SUITE 300 TACOMA, WASHINGTON 98403 _ �', -• CONTACT: WILLIAM FIERST, P.E. PH: (253) 383-2422 FAX: (253) 383-2572 - EMAIL: wBemt@ahbl.com '''.j SURVEYOR -- - -^•~^�� AHBL #131 AHBL, INC NAIL AND WASHER 2215 N. 30TH ST. SUITE 300 • - - b_ N: 120196 3852 -'-y 4- E:127033EL2610 TACO MA, WA 90403 PHONE: (253) 383-2422 - •i ELEV: 435.81 FAX: (253) 383-2572 V j - CONTACT: DAVID FOLLANSBEE, PLS + r EMAIL: dfollansbee@ahbl.com PRO45DSm PORTABLE OWNER THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT INCUR DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES, AHBL ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. TOPOGRAPHIC NOTE THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS, WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. 1 I I ' I w b . CONSTRUCTION SPECIFICATION CONSTRUCTION SHALL BE PERFORMED CONFORMING TO THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION 2014 STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED. AUTOCAD NOTE AN AUTOCAD DRAWING FILE IS AVAILABLE FOR HORIZONTAL SITE AND UTILITY LAYOUT. SEE SPECIFICATIONS FOR RELEASE OF ELECTRONIC DOCUMENTS AS -BUILT REQUIREMENTS THE CONTRACTOR SHALL MAINTAIN RECORD DRAWING(S) OF ALL UTILITIES SHOWN ON THE PLANS AND EXISTING UTILITIES ENCOUNTERED AS CONSTRUCTION PROGRESSES. THESE DRAWINGS SHALL INDICATE DEVIATIONS FROM THE DESIGN PLAN, REFERENCE DISTANCES BETWEEN THE RELATIVE LOCATION OF THE NEWLY CONSTRUCTED IMPROVEMENTS AND A PERMANENT MARKER SHALL BE OBTAINED. THE LOCATION OF STRUCTURES, VALVES, BENDS, TEES, AND RELATED APPURTENANCES SHALL BE INCLUDED, THESE RECORDS SHALL BE AVAILABLE FOR REVIEW BY THE ENGINEER AT ANY TIME DURING CONSTRUCTION. THE CONTRACTOR SHALL GIVE THESE RECORD DRAWINGS TO THE ENGINEER IMMEDIATELY UPON COMPLETION OF ALL UTILITY INSTALLATION. TEMPORARY BENCHMARKS ABHL #128 REBAR AND CAP N: 120190,6041 E: 1270192.6029 ELEV: 434.77 ABHL#131 ['7 NAIL AND WASHER N: 120196.3852 o E: 1270338.2610 ELEV: 435.81 Know what's below. Call before you dig. FEDERAL WAY PUBLIC SCHOOLS 33330 81h AVENUE SOUTH FEDERAL WAY, WASHINGTON 98003 CONTACT: JASON NELSON PH: (253) 945-2000 EMAIL: janelson@fwps org SITE DATA TOTAL SITE AREA: 363,271 SF EXISTING IMPERVIOUS AREA: 142,471 SF EXISTING PERVIOUS AREA: 220,800 SF DEVELOPED IMPERVIOUS AREA: 147,461 SF DEVELOPED PERVIOUS AREA: 215,810 SF NEW IMPERVIOUS AREA: 4,990 SF OCCUPANCY TYPE: E TYPE OF CONSTRUCTION: 58 PARKING_ 64 STALLS PROPOSED PORTABLE FLOOR AREA: 3,584 S F LEGEND: EXISTING PROPOSED SET NAIL AND WASHER SET REBAR AND CAP .... STORM CATCH BASIN .. YARD DRAIN DOWNSPOUT ,Q FIRE HYDRANT 03 WATER METER pd WATER VALVE Q WATER VAULT STORM LINE - — — — — P - ELECTRICAL LINE -- .. -- — — - WATER LINE VICINITY MAP UTILITIES/SERVICES WATER: LAKEHAVEN UTILITY DISTRICT SEWER: LAKEHAVEN UTILITY DISTRICT POWER: PUGET SOUND ENERGY (PSE) TELEPHONE: CENTURY UNK m SITE ADDRESS 625 SOUTH 314TH STREET FEDERAL WAY, WASHINGTON 98003 PARCEL NUMBER HORIZONTAL DATUM 0821049035 WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE CITY OF FEDERAL WAY HORIZONTAL CONTROL HOLDING COUNTY MONUMENT NUMBERS 101 AND 114. POINT NO.101 N=118543,73 E=1270807.93 AT THE INTERSECTION OF SW 320TH ST W7 8TH AVE S POINT NO.114 N=121233.37 E=1268065.08 AT THE INTERSECTION OF 1ST AVE S W7 S 312TH ST. HELD A LINE BETWEEN FOUND MONUMENTS AT THE INTERSECTIONS OF 1STAVE S WITH S 312TH ST AND 1ST AVE S AND 5320TH ST. SAID LINE BEARS NORTH 01"04'42" EAST. VERTICAL DATUM NGVD 29 FEDERAL WAY VERTICAL BENCHMARK 2200-01 MONUMENT IN CASE AT INTERSECTION OF 1ST AVE S & S 312TH ST. PUBLISHED ELEVATION: 357.20' LEGAL DESCRIPTION SCHOOL SITE SE 114 OF NE 1 /4 OF SW 1 /4 OF SEC 8-21-4 LESS E 30 FT OF N 3/4 THOF LESS W 30 FT LESS N 30 FT & LESS S 30 FT ASPHALT SITE PLM SHEET INDEX SHEET DESCRIPTION CIA COVER SHEET C2.1 TESC PLAN C3.1 GRADING AND STORM DRAINAGE PLAN C461 NOTES AND DETAILS r-- L1.0 LANDSCAPE PLAN USED FOR CONSTRUCTION UNLESS - — --SIGNED BY THE REVIEWING AGENCY PERMIT NO.: ? 221b NOrul JUn1 JVeel, dune Juu W 2533832422Ta 253.383,2572 FAX MIRROR LA ELEMENTARY SCEL MODULAR Client: FEDERAL WAY PUBLIC SCHOOLS 33330 8TH AVENUE SOUL FEDERAL WAY, WA 98003 JASON NELSON Job No. 2150237.10 Inwe Set do Cotc z PERMIT SEZ AUGUST 7, 20IS ���A. � 1� V NOME .roui S L 113 P"71, _ J SEit— 0 8 2015 C17Y OF•. DER,gL '�.W.4 AWNING ADDI' o Revisions: •'J r'� t Sheet Title: COVER SHEFT Designed by S Sheet No. ---Ci ro a. 5 Sheets DATE: September 8, 2015 FILENAME: \\ahbl.com\data\projectsUO151215023T10_CIVICAD\2150237-SH-COVR.dwg MIRROR LAKE ELEMENTARY SCHOOL MODULAR A PORTION OF THE NE 1/4 OF THE SW 1/4 OF SEC. 08, TWN. 21 N., RGE. 04 E. W.M. CITY OF FEDERAL WAY,KING COUNTY, WASHINGTON GENERALNOTES _ 1. PLANTING SHALL CONFORM TO ALL CITY OF FEDERAL WAY CODE REQUIREMENTS. 2. CONTRACTOR SHALL VERIFY ON -SITE CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION. 3. ALL PLANTING AREAS SHALL BE STRIPPED AND CLEARED OF ALL EXISTING ROOTS, WEEDS, ROCKS AND DEBRIS OR CONTAMINATED SOIL RAKE SUBGRADE TO A SMOOTH AND EVEN GRADE FREE OF STONES LARGER THAN 1" AVERAGE DIAMETER DO NOT STRIP OR CLEAR AREAS WITH EXISTING VEGETATION TO BE PRESERVED OR WHERE DOING SO WOULD DAMAGE ROOTS OF PLANTS TO REMAIN 4. INSTALL LANDSCAPE EDGING BETWEEN ALL TURF AND MULCH / PLANTING BED AREAS. 5. CONTRACTOR SHALL RESTORE ANY LAWN AREAS IMPACTED BY CONSTRUCTION ACTIVITIES. 6 THE CONTRACTOR AND OWNER ARE RESPONSIBLE FOR READING THE PLANS, SPECIFICATIONS AND NOTES. 7 THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TO INSTALLATION. ANY PLANT MATERIAL QUANTITIES LISTED ARE FOR THE CONVENIENCE OF THE CONTRACTOR. ACTUAL NUMBER OF SYMBOLS SHALL HAVE PRIORITY OVER QUANTITY DESIGNATED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COUNTING THE TOTAL NUMBER OF PLANTS INDICATED ON THE PLANS AND ESTIMATING GROUNDCOVER QUANTITIES. 8 THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL CONTAINER OR FIELD GROWN TREES, SHRUBS AND GROUNDCOVERS, INCLUDING SEEDED AND SODDED TURF, HYDROMULCHES AND FLATTED GROUNDCOVERS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR: PLANTING OF ALL PLANT MATERIALS; THE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS; THE STAKING AND GUYING OF TREES AND THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIR ARRIVAL AT THE SITE. 9. SEE THIS SHEET FOR PLANTING DETAILS. 10- THERE ARE NO EXISTING TREES TO BE REMOVED OR TO REMAIN. NOTE: GROUNDCOVER PLANTING PLAN 1. ALL GROUNDCOVER TO BE PLANTED AT EQUAL TRIANGULAR SPACING PER ....O.........0 O.C. SPACING ON LEGEND - SPACING r �. - �i•+ �+=•..•a�••� X.86 FOR 0 Q r TRANGULAR PATTERN •� tl�,ti .�-� • -i,- FROMFROAi CV... � r :3; As spec 9 ZO 3-Mtxcn- - p L •. NO MULCH AGAINST THE BASE OF THE PLANT •_: . •,,� - {- r-'�•"• _ •' •. .. r OF MULCIl o 7 .... `�.'• i„ _ •;Y NO MULCH AGAINST BACKFILL WITH EXCAVATED SOIL .a THE BASE OF THE � PLANT REMOVE BURLAP FROM TOP AND SIDES OF ROOT BALL DOWN BACKFILL W T-t 1•'SY•-•4-• • INTO GROUND SET TOP OF BALL SCARIFY EXCAVATED SOIL. FLUSH WITH FINISH GRADE SIDES OF WATER THOROUGHLY PLANTING PIT - - - - LOOSEN / PULL OUT ROOTS 2X ROOTBALL 4 FROM CONTAINER GROWN PLANTS SHRUB PLANTING GROUNDCOVER PLANTING 4 NTS L-PL-02 NOTE: NOTES: AT TIME OF PLANTING, 1. TREES NOT PLANTED IN CONFORMANCE 1 TREES NOT PLANTED IN CONFORMANCE WITH THIS ,� TRIM DAMAGED WITH THIS DETAIL WILL BE REJECTED BY DETAIL WILL BE REJECTED BY THE LANDSCAPE BRANCHES. '—LANDSCAPE EDGING PLANT SCHEDULE —TYPE II - VISUAL SCREEN PURSUANT TO FWRC 19An050 1-=2a FEET THE LANDSCAPE ARCHITECT. - r ARCHITECT. REPLACEMENT OF REJECTED TREES WILL TREES CODE BOTANICAL NAME COMMON NAME CONT OTY REPLACEMENT OF REJECTED TREES WILL BE DONE AT THE CONTRACTOR'S BE DONE AT THE CONTRACTOR'S EXPENSE. 2 PLANTING INCLUDES REMOVAL OF STAKES ONE YEAR STAKE TREE WITH EXPENSE. _ AFTER INSTALLATION. TWO 2"X2"X8' STAKES SPREADACROSS AJS JUNIPERUS SCOPULORUM'SKYROCKET SKYROCKET JUNIPER 6'MIN HT. 22 FROM EACH OTHER. AT TIME OF PLANTING, TRIM - -• DAMAGED BRANCHES. " - • Al LS LIQUIDAMBAR STYRACIFLUA-SLENDER SILHOUETTE' COLUMNAR SWEET GUM 2"CAL. 8 - APPROVED TREE TIE ROOTBALL STAKE TREE WITH TWO 2"X2"X8, ROOTBALL MATERIAL SET LOOSE TO ALLOW FOR STAKES SPREAD ACROSS FROM - TRUNK GROWTH SHRUBS CODE BOTANICAL NAME COMMON NAME CONT QTY EACH OTHER + 3" MULCH. NO MULCH AGAINST APPROVED TREE TIE MATERIAL - ` --- --• :E NG NANDINA DOMESTICA'GULF STREAM' TM HEAVENLY BAMBOO 1 GAL (#1) 31 TRUNK SET LOOSE TO ALLOW FOR 3" MULCH NO MULCH AGAINST TRUNK DRIVE STAKES AT 3"-4"HIGH WATERING RING TRUNK GROWTH DRIVE STAKES AT 3"-4"HIGH WATERING RING ROOTBALL EDGE GROUND COVERS CODE BOTANICAL NAME COMMON NAME CONT SPACING QTY SCARIFY SIDES OF PLANTING PR EDGE SCARIFY SIDES OF PLANTING PIT _ * AE ARCTOSTAPHYLOS UVA-URSI'MASSACHUSETTS' MgSSACHUSETTS MANZANITA 1 GAL 24" o c 38 BACKFILL WITH EXISTING SOIL BACKFILL WITH EXISTING $0:i. DgVE STAKES 6"-12" DO NOT DISTURB SUBGRADE - BELOW ROOTBALL TO REDUCE eROOTBALL DO NOT DISTURB SUBGRADE BELOW - INTO UNDISTURBED SOILBELOW SOD/SEED CODE BOTANICALNAME COMMON NAME CONT SPACING QTY SETTLING ... ROOTBALL TO REDUCE SETTLING. 3X ROOTBALL ROOTBALL RIVE STAKES 6"-12" INTO DECIDUOUS TREE PLANTING 3X ROOTBALL NOISTURBEDSOILBELOW ROOTBALL CONIFER TREE PLANTING W/ STAKE RM RESTORATION MIX RESTORATION MIX HYDROSEED 477 SF 3 4 318" = V-0" L-PL-70 3/8" = T-T L-PL-71 •DROUGHT TOLERANT LANDSCAPING PROPOSED 92% REQUIRED 25% LANDSCAN P� AMWVAL PERMIT cl-G-3. �+rmit Numixsw. S .; - r - i5 2Q �5 A , ti I- 1 L ry THESE DRAWINGS ARE NOT TO 8E APPROVED��� I:. `�"� USED FOR CONSTRUCTION UNLESS Know what's below. :., + —� r' _ + SIGNED BY THE REWEWNG AGENCY FED EpAL Call before you dig. cavAmm C)F v00 a WA .. TACOMA • SEATTLE • SPOKANE - TRI-CITIES 2215 North 3081 Street, Sufte 300 Tacoma, WA 98403 25339324221EL 2633932572 FAX mmAbI= wm �Q,ject Tltle: MIRROR LAKE ELEMENTARY SCHOOL MODULAR Client: FEDERAL WAY PUBLIC SCHOOLS 33330 8TH AVENUE SOUTH FEDERAL WAY, WA 98003 JASON NELSON Job No, 2150237.10 I=sue set k Data: PERMIT SET AUGUST 7, 2015 GE__i1)B13 STATE OF Wa05REMSTUMD 1ECT >tOF6E: [wins �a or�� NOTICE m� �emrmm��� r oanwou'i�¢rww Sheet Title: LANDSCAPE PLAN Designed by. Drawn bv. Checked b)a SS SS JM Sheet No. JAY L1 .0 5 of 5 Sheets PROJECT MEMO TO: Matthew Herrera, AICP DATE: Senior Planner FROM: Brad Medrud PROJECT NO.: Tacoma - (253) 383-2422 PROJECT NAME: SUBJECT: Technical Comment Letter Response - File #15-103431-00-UP -.i �©CAD August 14, 2015 2150237.30 RESUBMITTED Mirror Lake ES Portable AUG 2 5 2015 --Ty OF FEDERAL WAY C-&S - AHBL has reviewed the Technical Comment Letter regarding the Mirror Lake Portables project (File #15-103431- 00-UP), dated July 24, 2015, and has made the necessary corrections for resubmittal. A narrative of changes and comments are outlined below: Building Modulation and Screening Options We are requesting a departure from the requirement to provide two modulation or screening methods per facade, as outlined in FWRC 19.115.060(2), pursuant to FWRC 19.115.020. Given the location of proposed portables on the site, the Type II screening options that are provided on the rear of each portable and the awnings that are provided on the front of the portables will satisfy the purpose and design intent of the building design requirements to mitigate visual impact of the portables to adjacent right-of-ways and residential uses. Modulation and screening methods, pursuant to FWRC 19.115.060(2) - An awning that meets the minimum length of 50% of the facade and screening options have been incorporated into the building design, as shown on building plans submitted with the related building permit to this project. Type II landscape screening is provided along the north fagade of the north portable, which is visible from South 314th Street, and the south fagade of the south portable, which is visible to adjacent residential zones. By providing two of the building design options as outlined in FWRC 19.115.060(2), the design intent of that section has been met. Blank Building Walls Type II landscape screening has been added to the south elevation of the south portable classroom and the north elevation of the north portable classroom building to meet the requirements of FWRC 19.125.040(22) - Screening of blank building walls. The Type II landscape screening mitigates the presence of blank walls in excess of 240 square feet, and consists of a combination of tree, shrub, and groundcover plantings pursuant to FWRC 19.125.050 - Landscaping types. Required Parking Per FWRC 19.200.090 - Required parking spaces for elementary/middle schools, one parking space is required per employee. The proposal to add two double classroom portables will increase the number of employees at the Mirror Lake Elementary School from 50 to 54 (an additional two per portable). Based on an analysis of aerial photography of the project site, there are approximately 64 parking spaces provided between two parking areas - 40 are provided to the east of the school and approximately 24 are provided to the southeast of the school. Based on the parking requirement standards outlined in the FWRC and the number of employees at the project site, no additional parking spaces will be required. Thank you for your review of this project. If you have any questions or concerns, please let me know. Page 1 of 1 dWA 'kW PROJECT MEMO M TO: Mr. Kevin Peterson, City of Federal Way DATE: August 7, 2015 FROM: Dan Smith, PE PROJECT NO.: 2150237.10 Tacoma - (253) 383-2422 PROJECT NAME: Mirror&� ITTL2 s�,Y able Class SUBJECT: Drainage Review AUG 2 5 2015 �CyfYOF FELDERA6 WAY CDS This memo summarizes our email correspondence (see attached) on Monday, July 13, 2015. This project proposes to add two portable classrooms, ramps, and sidewalk to the existing Mirror Lake Elementary School. We have reviewed the City of Federal Way Addendum to the King County Surface Water Design Manual (effective February 16, 2010). Sections 1.1.1.A 6-13 and 1.1.1.13 6-7, give direction on redevelopment projects requiring stormwater review. This project is a redevelopment in which the total new impervious surface is less than 5,000 square feet and the valuation of proposed improvements is less than 50 percent of the assessed value of the existing site improvements. The project will have 4,990 square feet of new impervious surface. The assessed value of the property, based on information from the King County Department of Assessments, is $3.4 million. The valuation of the proposed improvements is approximately $300,000, which is much less than 50 percent of $3.4 million. Therefore, the project is not subject to a drainage review. In addition, we were provided formal comments in a letter dated June 18, 2015, from the City summarizing the pre -application meeting. These comments noted that the City would not require formal flow control or water quality facilities for this project. Future portable classrooms or other impervious surfaces added may require that flow control and/or water quality treatment facilities be provided, including the requirements of FWRC 19.30.12, "Nonconforming Water Quality Improvements," which indicate that the entire site must be brought into conformance with water quality standards. We understand that if any more projects are proposed for this site, a more holistic approach will be taken to incorporate all the small projects into a more in-depth stormwater review and Technical Information Report (TIR). Please feel free to contact me at (253) 383-2422 if you have any questions or concerns, or if you feel I have overlooked any items. Enclosure DS/lsk Q:\2015\2150237\WORDPROC\Memos\20150807 Memo (Drainage Review) 2150237.10.docx Page 1 of 1 Dan Smith From: Kevin Peterson <Kevin.Peterson@cityoffederalway.com> Sent: Monday, July 13, 2015 1:19 PM To: Dan Smith Cc: William Fierst; Adam Braun Subject: RE: City of Federal Way Stormwater Requirements Dan, I was unable to attend that meeting myself, however, the Development Services Manager did attend, and the following is his recollection of how that came up (with my edits added in parenthesis): That wasn't our (City's) requirement, but part of the conversation at the end (of the meeting) about both schools (Mirror Lake and Panther Lake Elementary schools) and the modular units and multiple small projects putting sites over the threshold. 1 told them that not for this project, but if they keep doing these small projects, at some point we are going to have to have a more holistic approach to incorporate all these smaller projects which would require a more in depth look and TIR. If memory serves me correct, they then offered to put together a letter or abbreviated TIR to document the stormwater comments they also have listed on the PDF so files would reflect they had done something for this project when they get to the conversation above. For this project, I would suggest just a short narrative that describes the project, amount of new impervious areas added and/or impervious areas being replaced, how the project does not, under the current manual, trigger any 'formal' drainage review requirements, or flow control or water quality requirements, and what BMP's will be used for storm water runoff for this project. Hope this helps. Kevin Peterson Engineering Plans Reviewer City of Federal Way 33325 8th Ave S Federal Way, WA 98003 (253)835-2734 From: Dan Smith [mailto:dsmith*AHB_ L.com] Sent: Friday, July 10, 2015 3:22 PM To: Kevin Peterson Cc: William Fierst; Adam Braun Subject: City of Federal Way Stormwater Requirements Kevin, I'm writing in regards to a project I v...r )soon be submitting for your review. The _ iject involves adding two portables to the Mirror Lake Elementary School. The project meets the Redevelopment definition in FWRC 19.30.120, is less than 5,000 sf of impervious and less than 7,000 sf of land disturbing activity. Based on the following flow charts in the City of Federal Way's Addendum to the King County Surface Water Design Manual, I'm seeing that there will be no stormwater review required. FIGURE t.t.tA. wener Ouafffy Review Flow Chen we,a fDslr,i,y FkrY3eir Repsremenf � Bs Don ft W4n 15U meot dHeiw d'+sdovOm" eper Fw-actP 3o.t2p. Yee Iro Wn eM p'NKt r+oef iioaa Ira ~ -99 ."soct4n 1 r L A Msectfon tit t o d Ins au'faram7 01 Isis AodendLnl Ync (M Yr wma =ef I+r. 7 WfipelF M+rl Be Ha *Qo ire 4ra4 Bflk � 2 blyd to Cars SpC Wi4n t 112 r404 +mPrq a 6" d K(+,3y" €or speatK 18QWV .92 CAW GeY aI Fpdwaf W*y Fi$gr;rd Cone ur, be &WW H11hpWOW" SecMn' a Pis odiendtn " ,slgjW4 R4-rppp.blr�.Tgr�� dpf.tryM zV r.PO k t .dw4 w 1M1 /'sM'Ary e 9 3d_t26 era nrhy¢ct In sae AAA-*--e e A la the erere popw'r pwyuvA u IM Ory'F rppnpprMrr�rKo coop Pb.>s+p norA ihM +inKa' 7�tY r{g3b L�':.Lrdi tll'�ef iCl YL'!n!e[:e/!t]pfne� ilk rA'w QM1:11.1 L �CMeO Soc5w 12 6 of Ws widen". FIGURE Siormwater Review Flow Chart of AoAM Stormwa,er Review iSman PmpW fkarago Rbq * m4im Core Rep,lr&rent8 t - 7 6 Sp i" nowirwn" , - 5} Does prc€ea meel definition o, I �relevelopmettl prt>letl' per xGSWOM? I— Yp No DOS r10 PrgeCt me m Pmr s Ir d pv m mbeI irresxgtt in 6. 7 d resherds ys 1 -5 in Sets" 6_,_t.6 Irl Soc€ion I. 1, 111 of 61xs x Wr4wn; cd INs addeodum" r Yn-s iiet hCo Ye.a S•'vl*rw7iM riaWow 11 ,YR �' � }ty I9egwrlid Avwew Requtfed Sae5ec91on 1,4,2 o, KCSWM for Spe&f c regAtemwAi Sea S66-M 1. €2 of KCSW DM la spedllc regLF(MITWOZ I have some notes (see attached) from a pre -application meeting, of which I didn't attend. The notes state that a "short, abbreviated TIR" will be required. Based on what I'm seeing, I wouldn't think a report would be necessary. It would be helpful if you could provide your thoughts on this. Thanks, Dan Smith PE I Project Engineer AHBL, InC. TACOMA • SEATTLE • SPOKANE - TRICITIES 253,383.2422 TEL 1 253.383.2572 FAX I www.ahbl.com WEB Civil Engineers a Structural Engineers a Landscape Architects a Community Planners a Land Surveyors a Neighbors CONFIDENTIALITY NOTE: The information contained in this email and any files transmitted with it may contain confidential or privileged information intended only for the use of the intended recipient(s). If you are not the intended recipient, please permanently delete the original message and all attachments and notify the sender immediately. Please consider the environment before printing this email. g0A G t July 24, 2015 Jim Ferrell, Mayor Brad Medrud AHBL Inc 2215 North 301h Street, #300 Tacoma, WA 98403 RE: FILE #15-103431-00-UP; TECHNICAL COMMENT LETTER Mirror Lake Portables, 625 South 314'h Street, Federal Way Dear Mr. Medrud: The Community Development Department is in receipt of your July 14, 2015, Use Process II Master Land Use application for two modular temporary classrooms located at the Mirror Lake Elementary School. Prior to issuing approval, the following items need to be addressed, and corrected sheets resubmitted to the city's Permit Center. Building Modulation and Screening Options — The plan sheets do not identify and it is not intuitive how the modular buildings meet the fagade modulation and screening requirements required by Federal Way Revised Code (FWRC) 19.115.060(2) and outlined in item #9 of the Planning Division comments in the June 18, 2015, preapplication conference summary letter. Please provide at least two of four modulation and screening options and provide a narrative of how the options meet the requirement. 2. Blank Building Walls — The south elevation of the south modular does not have landscape screening for the blank walls in excess of 240 square feet which is required pursuant to FWRC 19.125.040(22) and outlined in item 49 of the above -referenced preapplication letter. Please provide the landscaping screen or explanation why it is not shown and how it meets code. 3. Parking — FWRC 19.200.090 requires one parking space per employee. Please provide a narrative of how the parking requirement will be met. Closing The review period for the application is on hold until resubmitted sheets are provided. Please resubmit four copies of corrected sheets with the enclosed resubmittal form. Be advised the application will be cancelled if corrections are not submitted within 180 days (January 29, 2016) of this letter. You may contact me at 253-835-2638 or matt.herrera@-citvoffederalway.com if you have questions regarding this letter. Sincerely, Matthew Herrera, AICP Senior Planner enc: Resubmittal Form Doc I.D. 70249 33325 8th Avenue South, Federal Way, WA 98003-6325 (253) 835-7000 9 www.cityoffederalway.com CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: July 21, 2015 TO: E.J. Walsh, Development Services Manager Scott Sproul, Building Official Brian Asbury, Lakehaven Utility District Chris Ingham, South King Fire & Rescue Rick Perez, City Traffic Engineer FROM: COMMENTS. FILE NUMBER(s): RELATED FILE NOS.. PROJECT NAME PROJECT ADDRESS ZONING DISTRICT. Matt Herrera — Planning Division Please provide comments via email by August 5 or let me know if you'll enforce your regs on the future building permit. 15-103431-00-UP 15-102363-PC MIRROR LAKE PORTABLES 625 S 314TH ST RS 7.2 PROJECT DESCRIPTION: Proposal to add (2) double portable classrooms to existing site LAND USE PERMITS: PROJECT CONTACT: Use Process II AHBL INC BRAD MEDRUD 2215 North 30TH ST Suite 300 Tacoma, WA 98403 MATERIALS SUBMITTED: 1. Signed Master Land Use application 2. UPII Checklist 3. Lakehaven Certificates of Water/Sewer availability 4. CPTED Checklist 5. CARA Inventory Statement 6. Civil Sheets 7. Elevation Sheets 4�� CIT Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8'h Avenue South RKEIVED. Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 ►►•►vw.ci[ ofrek1Vrul►va ..eont CDS Crime Prevention Through Environmental Design (CPTED) Checklist Directions Please fill out the checklist to indicate which strategies have been used to implement CPTED principles in your proposed project. Please check all strategies that are applicable to your project for each of the numbered guidelines. You may check more than one strategy for each guideline. Your responses will be evaluated by City Staff, and will be integrated into the Site Plan and/or Building Permit review process. Section and ✓ Functional Area Performance Performance Standard Standard Strategy ■ Applicable during Site Plan Review 6 Applicable during Building Permit Review Section 1.0 Natural Surveillance Evaluation for 1 Agency Use Only i 1.1 Blind Corners _uConforms Avoid blind corners in pathways and parking lots. __CRevise _❑NA Comments: Pathways should be direct. All barriers along pathways should be permeable (see through) including landscaping, fencing etc. E NIA 0 Consider the installation of mirrors to allow users to see ahead of them and around corners. e Other strategy used: 1.2 Site and Building Layout _QConforms Allow natural observation from the street to the use, from the ,GRevise use to the street, and between uses _JNA Comments: Bulletin #022 —January 1, 2011 Page 1 of 9 k:\Handouts\CPTED Checklist r- 1 Section and ✓ Functional Area Performance Performance Standard Standard + Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review Orient the main entrance towards the street or both streets on For Non -Single corners. ■ Family Development Position habitable rooms with windows at the front of the dwelling. ■ /� Access to dwellings or other uses above commercial/ retail n%1A development should not be from the rear of the building. ■ NIA ❑ Offset windows, doorways and balconies to allow for natural observation while protecting privacy. ■ Q Locate main entrances/exits at the front of the site and in view of the street. ! For Commercial/ Retail/ Industrial If employee entrances must be separated from the main and Community ❑ entrance, they should maximize opportunities for natural Facilities /I%/A surveillance from the street. ■ N� ❑ In industrial developments, administration/offices should be located at the front of the building. ■ Avoid large expanses of parking. Where large expanses of For Surface ��� ❑ Parking are proposed, provide surveillance such as security Parking and cameras. ■ Parking Structures Access to elevators, stairwells and pedestrian pathways should N/A ❑ be clearly visible from an adjacent parking area. ■ N1 4 ❑ Avoid hidden recesses. ■ N ❑ Locate parking areas in locations that can be observed by adjoining uses. a Open spaces shall be clearly designated and situated at For Common/ locations that are easily observed by people. Parks, plazas, Open Space /d ❑ common areas, and playgrounds should be placed in the front Areas �/ rl of buildings. Shopping centers and other similar uses should face streets. 1 Other strategy used: ❑■ Evaluation for Agency Use Only Bulletin #022 —January 1, 2011 Page 2 of 9 k:\Handouts\CPTED Checklist Section and JJ' Performance i Standard 1.3 1.4 ✓ Functional Area Performance Standard S trategy ■ Applicable during Site Plan Review e Appliemhle during Building Permit Review Evaluation for Agency Use Only Common/Open Space Areas and Public On -Site Open _LConforms Space _:Revise Provide natural surveillance for conunonlopen space areas. _DNA Comments: Position active uses or habitable rooms with windows adjacent 51 to main common/open space areas, e.g. playgrounds, swimming pools, etc., and public on -site open space. ■ Design and locate dumpster enclosures in a manner which n/! ❑ screens refuse containers but avoids providing opportunities to hide. ■ Locate waiting areas and external entries to elevators/stairwells N/�1 d Elclose to areas of active uses to make them visible from the building entry. e Nl/ ❑ Locate seating in areas of active uses. e Other strategy used:, Entrances Provide entries that are clearly visible. Design entrances to allow users to see into them before entering. ■ Entrances should be clearly identified (Signs must conform to ® FWRC 19.140.060. Exempt Signs. (Applicable during Cert ficate of Occupancy lnspe rionl. 11 Other strategy used: _'_Conforms _Revise _DNA Comments: 1.5 Fencing D Conforms Fence design should maximize natural surveillance fi•oln the C'__Revise street to the building and front the building to the street, and =NA minimize opportunities for intruders to hide. Comments: Bulletin #022 — January 1, 2011 Page 3 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Performance Performance Standard Standard Strategy ■ Applicable during Site Plan Review 8 Applicable during Building Permit Review N/A ❑ Front fences should be predominantly open in design, e.g. pickets or wrought iron, or low in height. e Design high solid front fences in a manner that incorporates IVIA ❑ open elements to allow visibility above the height of five feet. 8 If noise insulation is required, install double -glazing at the N1.4 ❑ front of the building rather than solid fences higher than five feet. e Other strategy n - Evaluation for Agency Use Only 1.6 Landscaping _ Conforms Avoid landscaping which obstructs natural sun eillance and _-Revise allows intruders to hide. NA Comments: Comments: N /A El Trees with dense low growth foliage should be spaced or their crown should be raised to avoid a continuous barrier. ■ Use low groundcover, shrubs a minimum of 24 inches in height, or high -canopied trees (clean trimmed to a height of eight feet) around children's play areas, parking areas, and along pedestrian pathways. ■ ® Avoid vegetation that conceals the building entrance from the street. ■ Other strategy used: 1.7 Exterior Lighting _-'Conforms Provide exterior lighting that enhances natural surveillance. _-'Revise (Refer to FWRC 19.115.050(7)(a) for specific lighting _-NA requirements.) Comments: Prepare a lighting plan in accordance with Illuminating Engineering Society of America (IESA) Standards, which /v/6 ❑ addresses project lighting in a comprehensive manner. Select a lighting approach that is consistent with local conditions and crime problems. ■ Bulletin #022 — January 1, 2011 Page 4 of 9 k:\Handouts\CPTED Checklist _-1 Section and ✓ Functional Area Performance Performance Standard Standard Strategy 1 Applicable during Site Plan Review e Applicable during Building Permit Review Locate elevated light fixtures (poles, light standards, etc.) in a coordinated manner that provides the desired coverage. The useful ground coverage of an elevated light fixture is roughly twice its height. ■ For areas intended to be used at night, ensure that lighting supports visibility. Where lighting is placed at a lower height to support visibility for pedestrians, ensure that it is vandal - resistant. e N/q ❑ Ensure inset or modulated spaces on a building facade, access/egress routes, and signage is well lit. e In areas used by pedestrians, ensure that lighting shines on pedestrian pathways and possible entrapment spaces. e Place lighting to take into account vegetation, in its current and nj/A ❑ mature form, as well as any other element that may have the potential for blocking light. e Avoid lighting of areas not intended for nighttime use to avoid N/� ❑ giving a false impression of use or safety. If danger spots are usually vacant at night, avoid lighting them and close them off to pedestrians. e N % ❑ Select and light "safe routes" so that these become the focus of legitimate pedestrian activity after dark. ■ NM ❑ Avoid climbing opportunities by locating light standards and electrical equipment away from walls or low buildings. e ❑ Use photoelectric rather than time switches for exterior j�f l lighting. e In projects that will be used primarily by older people © (retirement homes, congregate care facilities, senior and/ or N %4 community centers, etc.) provide higher levels of brightness in public/common areas. e Other strategy ❑I■ 1.8 Mix of Uses In mixed use buildings increase opportunities for natural surveillance, while protecting privacy. Evaluation for Agency Use Only _Conforms --Revise — NA Comments: Bulletin #022 —January 1, 2011 Page 5 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review Where allowed by city code, locate shops and businesses on lower floors and residences on upper floors. In this way, /�%/ft ❑ residents can observe the businesses after hours while the residences can be observed by the businesses during business hours. ■ N /,9 ❑ Include food kiosks, restaurants, etc. within parks and parking structures. ■ Other strategy: 1.9 Security Bars, Shutters, and Doors _= Conforms When used and permitted by building and fire codes, security _`-Revise bars, shutters, and doors should allow observation of the street NA and be consistent with the architectural stele of the building. Comments: A. /❑ Security bars and security doors should be visually permeable /1 (see -through). E) Other strategy used: Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review Section 2.0 Access Control 2.1 Building Identification __Conforms Ensure buildings are clearly identified by street number to ---Revise prevent unintended access and to assist persons trying to find -'NA the building. Identification signs must conform to FWRC Comments: 19.140.060. Exempt Signs. Street numbers should be plainly visible and legible from the street or road fronting the property. e Bulletin #022 — January 1, 2011 Page 6 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review In residential uses, each individual unit should be clearly numbered. In multiple building complexes, each building entry 41 ❑ should clearly state the unit numbers accessed from than entry. In addition, unit numbers should be provided on each level or floor. e 1vM ❑ Street numbers should be made of durable materials, preferably reflective or luminous, and unobstructed (e.g. by foliage). e For larger projects, provide location maps (fixed plaque NIA ❑ format) and directional signage at public entry points and along internal public routes of travel. e Other strategy used: 2.2 Entrances _: Conforms Avoid confusion in locating building entrances. rRevise CNA Comments: Entrances should be easily recognizable through design features and directional signage. (Signs must conform to FWRC 19.140.060. Exempt Signs. ■ ($l Minimize the number of entry points. ■ Other strategy used. 2.3 Landscaping _Conforms Use vegetation as barriers to deter unauthorized access. -Revise _-NA Comments: ❑ Consider using thorny plants as an effective barrier. e Other strategy used: 13 2.4 Landscaping Location _-Conforms Avoid placement of vegetation that would enable access to a _-Revise building or to neighboring buildings. _I ;NA Comments: Bulletin #022 —January 1, 2011 Page 7 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard S trategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review Avoid placement of large trees, garages, utility structures, tj`fj ❑ fences, and gutters next to second story windows or balconies that could provide a means of access. ■ Other strategy used: 2.5 Security _ L Conforms Reduce opportunities for unauthorized access _Revise _ NA Comments: Consider the use of security hardware and/or human measures to reduce opportunities for unauthorized access. (Applicable during Certifrca_te of Occumancy Itispection). Other strategy used: El 2.6 Signage _1 Conforms Insure that signage is clearly visible, ease to read and simple — Revise to understand [Signs must conform to FWRC 19.140.060. _' 'NA Exempt Signs]. Comments: Use strong colors, standard symbols, and simple graphics for informational signs. e Upon entering the parking area, provide both pedestrians and For Surface IvIl} ❑ drivers with a clear understanding of the direction to stairs, Parking and elevators, and exits. e Parking Structures N/� ❑ In multi -level parking areas, use creative signage to distinguish between floors to enable users to easily locate their cars. e N% ❑ Advise users of security measures that are in place and where to find them, i.e. security phone or intercom system. e El cars. signage in the parking area advising users to lock their F} cars. e Bulletin #022 — January 1, 2011 Page 8 of 9 k:\Handouts\CPTED Checklist Section and ✓ Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review ❑ Where exits are closed after hours, ensure this information is indicated at the parking area entrance. e Other strategy used: El Section 3.0 Ownership 3.1 Maintenance _'_ Conforms Create a "cared for" image Revise -I NA Comments: Ensure that landscaping is well maintained, as per FWRC JN 19.125.090, in order to give an impression of ownership, care, and security. (Ongoing). Where possible, design multi -unit residential uses such that no Nltq Elmore than six to eight units share a common building entrance. ■ Other strategy used: 3.2 Materials _❑Conforms Use materials, which reduce the opportunityfor vandalism. Revise _❑NA Comments: Consider using strong, wear resistant laminate, impervious glazed ceramics, treated masonry products, stainless steel ❑ materials, anti -graffiti paints, and clear over sprays to reduce opportunities for vandalism. Avoid flat or porous finishes in areas where graffiti is likely to be a problem. e ❑ Where large walls are unavoidable, refer to FWRC 19.125,040(21) regarding the use of vegetative screens. e Common area and/or street furniture shall be made of long ❑ wearing vandal resistant materials and secured by sturdy NIA anchor points, or removed after hours. e Other strategy used: Bulletin #022 — January 1, 2011 Page 9 of 9 k:\Handouts\CPTED Checklist DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8`h Avenue South Federal Way, WA 98003-6325 CITY OF 253-835-2607; Fax 253-835-2609 FederalWay RECENED www.citvoffederalway.coin JUL 14 2015 HAZARDOUS MATERIALS l ENT'0"§ 'tXTEMENT CRITICAL AQUIFER RECHARGE AND WELLHEAD PROTECTION AREAS I. WHY SHOULD THIS INVENTORY STATEMENT BE FILLED OUT? Critical Aquifer Recharge (CARAs) and Wellhead Protection Areas (WHPAs) are considered "critical areas" pursuant to Federal Way Revised Code (FWCC), Title 14, "Environmental Policy." This inventory statement must be filled out by the applicant or agent for any proposed activity listed in Section lI of this handout, and which are located within Wellhead Capture Zones 1, 5, and 10 as shown on the Critical Aquifer Recharge and Wellhead Protection Areas Maps. Please refer to the handout on Critical Aquifer Recharge and Wellhead Protection Areas for a description of the review process. II. ACTIVITIES GOVERNED BY CARA AND WHPA REGULATIONS The inventory statement must be filled out for the following activities: • Construction of any residential structure, including single-family development • Construction of any barn or other agricultural structure + Construction of any office, school, commercial, recreational, service, or storage building + Construction of a parking lot of any size • Other minor new construction (see WAC 197-11-800[2]) ■ Additions or modifications to or replacement of any building or facility (does not include tenant improvements) • Demolition of any structure + Any landfill or excavation + Installation of underground tanks • Any division of land, including short plats ■ Change of use, which involves repair, remodeling, and maintenance activities • Dredging ■ Reconstruction/maintenance of groins and similar shoreline protection structures + Replacement of utility cables that must be buried under the surface of the bedlands • Repair/rebuilding of major dams, dikes, and reservoirs + Installation or construction of any utility, except for on -going operation and maintenance activities of public wells by public water providers • Personal wireless service facilities Project Name Mirror Lake Elementary School Portable Applicant Brad Medrud, AHBL, Inc. Project Location 625 S 314th St, Federal Way, WA 98003 Tracking No. III. TYPES AND QUANTITIES OF HAZARDOUS MATERIALS Please provide the approximate quantity of the types of hazardous materials or deleterious substances that will be stored, handled, treated, used, produced, recycled, or disposed of in connection with the proposed activity. If no hazardous materials will be involved, please proceed to Section IV. MATERIAL LIQUID(gallons) SOLID (pounds) (1) Acid or basic solutions or solids 1A (2) Antifreeze or coolants (3) Bleaches, peroxides, detergents, surfactants, disinfectants, bactericides, algaecides (4) Brake, transmission, hydraulic fluids (5) Brine solutions (6) Corrosion or rust prevention solutions (7) Cutting fluids (8) Deicing materials (9) Dry cleaning or cleaning solvents (10) Electroplating or metal finishing solutions (11) Engraving or etching solutions (12) Explosives (13) Fertilizers (14) Food or animal processing wastes (15) Formaldehyde (16) Fuels, additives, oils, greases (17) Glues, adhesives, or resins (18) Inks, printing, or photocopying chemicals (19) Laboratory chemicals, reagents or standards (20) Medical, hospital, pharmaceutical, dental, or veterinary fluids or wastes (21) Metals (hazardous e.g. arsenic, copper, chromium, lead, mercury, silver, etc.) (22) Paints, pigments, dyes, stains, varnish, sealers. (23) Pesticides, herbicides or poisons (24) Plastic resins, plasticizers, or catalysts (25) Photo development chemicals (26) Radioactive sources (27) Refrigerants, cooling water (contact) (28) Sludges, still bottoms (29) Solvents, thinners, paint removers or strippers (30) Tanning (leather) chemicals (3 1) Transformer, capacitor oils/fluids, PCB's (32) Waste oil (33) Wood preservatives (34) List OTHER hazardous materials or deleterious substances on a separate sheet. Bulletin #056 —January 1, 2011 Page 2 of 3 k:\Handouts\Hazardous Materials Inventory Statement Project Name Mirror Lake Elementary School Portable Applicant Brad Medrud, AHBL, Inc. Project Location 625 S 314th St, Federal Wa , WA 98003 Tracking No. IV. FURTHER INFORMATION Provide the approximate quantity of fill and source of fill to be imported to the site. Approximate Quantity of Imported Fill Source of Fill 20 c.y. Local approved source Check box #1 if you do not plan to store, handle, treat, use, produce, recycle, or dispose of any of the types and quantities of hazardous material or deleterious substance listed in Section III. Check box(s) #2 through #5 (and fill in appropriate blanks) of the below table if they apply to your facility or activity. #1 The proposed development will not store, handle, treat, use, produce, recycle, or dispose of any of the types and quantities of hazardous materials or deleterious substances listed above. #2 Above ground storage tanks, having a capacity of gallons will be installed. #3 Construction vehicles will be refueled on site. Storage within wholesale and retail facilities of hazardous materials, or other deleterious #4❑ substances, will be for sale in original containers with a capacity of _ gallons liquid or pounds solid. The presence of chemical substances on this parcel is/will be for "temporary" non -routine #5 ❑ maintenance or repair of the facility (such as paints and paint thinners) and are in individual containers with a capacity of _ gallons liquid or pounds solid. Check any of the following items that currently exist or are proposed in connection with the development of the site. #1 Stormwater infiltration system (e.g., french drain, dry well, stormwater swale, etc.) #2 Hydraulic lifts or elevator, chemical systems, or other machinery that uses hazardous materials #3 Cathodic protection wells #4 Water wells, monitoring wells, resource protection wells, piezometers #5 ❑Leak detection devices, training for employees for use of hazardous materials, self-contained machinery, etc. SIGNATURE �� ✓+�„�; � i .J fit' Signature Brad Medrud Print Name Date If you have any questions about filling out this application form, please call the Department of Community Development Services at 253-835-2607. Please be advised that an application for a development permit lacking the required information will not be accepted. Bulletin #056 — January 1, 2011 Page 3 of 3 k:\Handouts\Hazardous Materials Inventory Statement WATER CERTIFICATE OF AVAILABILITY Lakehaven Utility District - Development Engineering Section 31623 - 1st Ave S * PO Box 4249 * Federal Way, WA 98063-4249 Telephone: 253-945-1581 * Email: cjenkinshouse@Lakehaven.org This certificate is intended to provide the applicant, land use agencies &/or public health departments with information necessary to evaluate development proposals. Lakehaven Utility District, at its sole discretion, reserves the right to delay, or deny, water service based upon capacity &/or supply limitations in Lakehaven's or Other Purveyor's system facilities. Proposed Land Use: ❑ Building Permit-SFR ❑ Building Permit-MFR ® Building Permit -Other ❑ Subdivision ❑ Short Subdivision ❑ Binding Site Plan ❑ Rezone ❑ Boundary Line Adjustment 0 Other (specify/describe) Classroom Portables - Mirror Lake Elementary School Tax Parcel Number(s): 0821049035 Site Address: 625 S 314th St. Federal -Way Lakehaven Grid: I-08 Ex. Bldg. Area to Remain: 45.843 sfsf New Bldg. Area Proposed: 3.584 (49427 total) sf Applicant's Name: Federal Way Public School WATER SYSTEM INFORMATION 1. ® water service can be provided by service connection to an existing 8" diameter water main that is on the site. 2. ❑ Water service for the site will require an improvement to Lakehaven's water distribution system of: ❑ a. feet of " diameter water main to reach the site; and/or ❑ b. The construction of a water distribution system on the site; and/or ❑ c. A major portion of Lakehaven's comprehensive water system plan would need to be implemented and/or constructed; and/or ❑ d. Other (describe): 3. ® a. The existing water system is in conformance with Lakehaven's Comprehensive Water System Plan. ❑ b. The existing water system is not in conformance with Lakehaven's Comprehensive Water System Plan and an Amendment to this Plan will be required. This may cause a delay in issuance of land use approvals or permits. 4. ® a. The subject property is within the corporate limits of Lakehaven Utility District, or has been granted Boundary Review Board approval for extension of water service outside of Lakehaven's water service area. ❑ b. Annexation or Boundary Review Board approval will be necessary to provide service. S. Water service is subject to: Z a. Payment of connection charges (to be determined by Lakehaven, if plumbing proposed for new buildings); ❑ b. Proof or reservation of easement(s) as required by Lakehaven; ® c. Other: Water Service Connection Aopllcation required (if plumbing proposed for new buildings). Comments/special conditions: The nearest fire hydrant is approximately 30-60+ - feet from the proposed buildings (as shown on map on the back of this page). Fire Flow at no less than 20 psi available within the water distribution system is 2500 gpm (approximate) for two (2) hours or more. This flow figure depicts the theoretical performance of the water distribution system under high demand conditions. Hydraulic model results (FF *142) indicate that Lakehaven's standard maximum allowable velocity of 10 ft/s is exceeded at a fire flow rate above 2500 gpm. Fire flow rates greater than this may be accommodated through water distribution system improvements, contact Lakehaven for additional information. 538 Pressure Zone Property Elevations (GIS): High 450+/-, Low 430+/- Est. Pressures (psi): Min. 29, Max. 46 I hereby certify that the above water system information is true. This certification shall be valid for one (1) year from the date of signature. Name: BRIAN A58UR_Y_ Signature: Title: DEVELOPMENT ENGINEERING SUPERVISOR Date: ,- -TJ -5 Mirror Lake Elementary wtr 0821049035.docx (4/6/15) Page 1 of 2 8 I 31248 1 l 31,249 I 6034001505 860344008Q ' 31 5B'- 3125 m i I 1_ [ UUUzvUUU tvU 88C�C I • . _ ._fig - -• � - � 3 249 551600/6 1 821G407 I'C �i8 10d927► ' 0r—�- - —L I i 71 S Sr w •ref Z- 04 f ��'� •1 .�I.i-f.�.. � .1f�� eV Rs /'/' ! i fly rr• I ' I J �.. .'��'J• 0 P1049035 `� fr Portable ►+ i ii.�'r { `fay• 1 Bldgs (2) r r ,,,�� {•rff� r � �� � f// 1 �� Jrr /,j{�� Fr /F� ,I , f � •, f � �� �•1 JJ �/ ! f r! r' . � ' i •R - �� /' / .r ,fs, ; ?� �,. �.// Y' � fir. f r� / f/'y/ .`fr f � j /J.F ''• .,t. r f� / f' . �� yam, f �f J{ : J 'rf •' r •� F jrf�F� f � I /� f -� •� ' �f � �•' ��� � f f` .: �:' fry' _ '� �f! /�l,i��� ,/ '� f: f' �f't : J. ----------- Lr - i 941 10 616 7941fi00060 f40TE: Lakehaven Utility Dig nelVier warrants nor guarantees accuracy of any facility informs provided. Facility locations I � A conditions are subject to "IiL1T1I11S1R verification. g1615 7941500070 31611. ,` 79415 • .I 15Cj{��SC 14 `A 1407 58800006 14'15 I� L 58600005 1423 i.. 588Q0006! 1439 I _ 315TH S7 858800007C '31507 8588000CI75 31513 1 8588000080 3152-1 8586000084 31529 Mirror Lake Elementary School Portables 16-102363-00-PC 200 403 Feet Mirror Lake Elementary wtr 0821049035.docx (4/6/15) Page 2 of 2 �111LITY DIST�cf JUL 14 2015 SEWER CERTIFICATE OF AVAILAB Lakehaven Utility District - Development Engine i �&1AY 31623 - 1st Ave S * PO Box 4249 * Federal Way, WA 98 9T-,.4249 Telephone: 253-945-1581 * Email: cjenkinshouse@Lakehaven.org This certificate is intended to provide the applicant, land use agencies &/or public health departments with information necessary to evaluate development proposals. Lakehaven Utility District, at its sole discretion, reserves the right to delay, or deny, sewer service based upon capacity &/or supply limitations in Lakehaven's or Other Purveyor's system facilities. Proposed Land Use: ❑ Building Permit-SFR ❑ Building Permit-MFR ® Building Permit -Other ❑ Subdivision ❑ Short Subdivision ❑ Binding Site Plan ❑ Rezone ❑ Boundary Line Adjustment ® Other (specify/describe) Classroom Portables -- Mirror Lake Elementary Schno1 Tax Parcel Number(s): 0821049035 Site Address: 625 S 314th St, Federal- Way Lakehaven Grid: I-08 Ex. Bldg. Area to Remain: 45.843 sf New Bldg. Area Proposed: 3.584 (49427 total) sf Applicant's Name: Federal Wav Public Schools SEWER SYSTEM INFORMATION 1. ® Sewer service can be provided by service connection to an existing 8" diameter sewer main that is approximately 38+ - feet from the site and the sewer system has the capacity to serve the proposed land use. 2. ❑ Sewer service for the site will require an improvement to Lakehaven's sanitary sewer system of: ❑ a. feet of " diameter sewer main or trunk to reach the site; and/or ❑ b. The construction of a sanitary sewer collection system on the site; and/or ❑ c. A major portion of Lakehaven's comprehensive wastewater system plan would need to be implemented and/or constructed; and/or ❑ d. Other (describe): 3. ® a. The existing sewer system is in conformance with Lakehaven's Comprehensive Wastewater System Plan. ❑ b. The existing sewer system is not in conformance with Lakehaven's Comprehensive Wastewater System Plan and an Amendment to this Plan will be required. This may cause a delay in issuance of land use approvals or permits. 4. ® a. The proposed site land use is within the corporate limits of Lakehaven Utility District, or has been granted Boundary Review Board approval for extension of sewer service outside of Lakehaven's sewer service area. ❑ b. Annexation or Boundary Review Board approval will be necessary to provide service. 5. Sewer service is subject to: ® a. Payment of connection charges (to be determined by Lakehaven, if plumbing proposed for new buildings); ❑ b. Proof or reservation of easement(s) as required by Lakehaven; ® c. Other: Sewer Service nnect on Permit(s) Ired (if olumbingVogosed for new buildings). Comments/special conditions: I hereby certify that the above sewer system information is true. This certification shall be valid for one (1) year from the date of signature. Name: BRIAN ASBURY Title: DEVELOPMENT ENGINEERING SUPERVISO I f % Signature: y ' r Date- i Mirror Lake Elementary swr 0821049035.docx (4/6/15) Page 1 of 2 J1248 1 31249 % i 800003 77- 3 249 $' ssQ3aas 86034Q6m 96a� 21049 ` $16 3127 ! •{ 04. C �..• 10a92� �._" E28 I i i ` 71 ----------------- 14 f" %'";r •"!f .iff j frf� .1• , r 71.1 •/.flr� IlJ 1407 r -• f 1 21041039 1 r " ' if /J / i ;` { ,7y^� { 4 1 rf J ez ' r f l :j , f f" ] rr . '- - $00005i 1415 � r% �.•''r{f 'f !r' `l r frr� J/.' rj' � 1 J . i}� ' .•''.. • f i fr✓ : r! �` . E 11423 n p,��.lA/y r ry�.�� _ ftt ff 58800006 New Portable 1431 / J � . . � • . . Bldgs ( 2) ?ff f ff` i 1439 "XX f 3 1 315TH S7 r % f 8588000 7C 31507 { 858800o75 ----------- 31513 D � , T9417Dp01 7941600070 7941IC► � 31014 16 94.160MC GD 31fi11 ..- ' 8588Of1QQ80 +� II _I 941K.008 - 520 ' ;u i 794t5II , I. jQ 31521� ..� � _ _� _ , _ 1 7941fi�DD50 j'r.". •� a �• _ J 5 � , _1 •--�._—i�— J '31500 ' T841 dQD0 79�a 15Q : 5U 8588Q°0°$� 4.1615 31 14 1 31529 J. r, NOTE. l_akohaven utility District Mirror Lake Elementary School Portables � neither warrants nor guarantees the ll accuracy of any tacAity Infomatioa 15_ l Q2363-00-PC provlded. Facility locations and tt 2M 4co condlions are subject to rtetd t1L1iY D1SiR�� verflication. Feet Mirror Lake Elementary swr 0821049035.docx (4/6/15) Page 2 of 2 A�k EIVg® CITY OF UL 14 Z015 J Federal WayC,, OF FEDERAL WAY CDS MASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8`h Avenue South Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 www.cityoffederalw.tv.coni APPLICATION NO(S) 5 — 1 ��� all Date 3r ` Project Name Mirror Lake Elementary School Portables Property Address/Location 625 S 314th Street, Federal Wes, WA 98003 Parcel Number(s) 0821049035 Project Description The Federal Way Public School Distric is adding two new portables to the existing Mirror Lake Elementary School campus. PLEASE PRINT Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference Process I (Director's Approval) X Process II (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information R5 7.2 Zoning Designation SF, High Den.Comprehensive Plan Designation —$14,000,000 Value of Existing Improvements —$400,000 Value of Proposed Improvements International Building Code (IBC): E Occupancy Type 5B Construction Type Applicant Name: Brad Medrud Address: 2215 North 30th Street - Suite 300 City/State: Tacoma, WA Zip: 98403 Phone: 253.383.2422 Fax: Email: bmedrud@ahbl.com Signature: P`/ \ Agent (if different than Applicant) Name: Address: City/State: Zip: Phone: Fax: Email: Signature: Owner Name: Federal Way Public Schools, c/o: Jason Nelson Address: 3330 8th Avenue South City/State: Federal Way, WA Zip: 98003 Phone: 253.95-000 Fax: 7 S,i QAq r c); Email: )anel on@ s.org Signature: �� Bulletin #003 — January 1, 2011 Page 1 of 1 k:\Handouts\A4aster Land Use Application A D N GRAPHIC SCALE MIRROR LAKE ELEMENTARY SCHOOL MODULAR 5 ID `° A PORTION OF THE NE 1/4 OF THE SW 1/4 OF SEC. 08, TWN. 21 N., RGE. 04 E. W.M. 1"= 10 FEET CITY OF FEDERAL WAY,KING COUNTY, WASHINGTON EROSION / SEDIMENTATION CONTROL NOTES • T' T r; :} 3 t { I 1. APPROVAL OF THIS EROSIONISEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR FACILITIES, UTILITIES, ET,� r t };v I I . 1 ` ;! . i i Y DRAINAGE DESIGN (LE., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS , RETENTION _ tit I:f •1 1 (�.}�� 3 ! ��•• !• ! - 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC y FACILITIES'IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED" • r �.� ' - ^�� .r,_,4� r� f ,�„ } 1 - 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED" THE FLAGGING • PROTECTRE ',� _"'� BENCH TO REMAIN ` ^ 1 - --� ." .... �••• DU RING THE SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION, W"�^••�"' y ) 4, STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED ATTHE BEGINNING OF CONSTRUCTION AND MAINTAINED MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. ADDITIONAL NOT OCCUR FOR THE DURATION OF THE PROJECT. "'t_1u„• , ._ ( -�•;-�• �11rlrrrwlrw!lwr�trwwrr�l llrswra!lwlwwMa•rs . .� -`=. �. AND TRACKING IN THE ROADWAY DOES itll��; f i r i 1 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING ,K,I j t I * I 1 ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, ADJACENT x ! .,r„} "�vv _ __ 1 . PROPERTIES, OR VIOLATE APPLICABLE WATER STANDARDS. "r�i ':c ' '- • ~ • ��'' '' 6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS DURING THE AND _ ti )_ i 3 �: '�= ;,1♦ 1i11H>fi4". ,1N c t7?A20: 7A { ..�� iy;'-. E.t270268.7 �s.1: I �' •I CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AMnR REVISED AS NEEDED FOR U NEXPECTF� STORM EVENTS, MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G.. ADDITIONAL COVER MEASURES, RELOCATION OFDITCHES AND SILT FENCES, PERIMETER PROTECTION, ETO.} , I .". ...., ••' . " � . BUILDING PAD M PROTECT EXISTING POWER AND WATER _ '� -. 1 y 7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED PROPER FUNCTIONING. LINES TO REMAIN � B. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WALL NOT BE DISTURBED FOR SEVEN (7) DAYS DURING THE DRY SEASON OR TWO (2) DAYS DURING THE WET SEASON, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS O-E., r k120i6C.99 # I Yrlrrt.lR! I -- - -"-'-'- �•• SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC-)- x ." E12iL`.2ri&.43 ff N 120161 'In I J fE 1270202:ad ( ` i ' I # i ` I E { 9" ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 10. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS x FOLLOWING A STORM EVENT. 1I # I # { 11" AT NO TIME SHALL MORE THAN 1 FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN ALL CATCH BASINS AND I 11 CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO x # R f �• THE DOWNSTREAM SYSTEM. ■ i �II!!!lrrr!!!!!wE i i • I 1 •I' # # I 12. ANY PERMANENT RETENTIONIDETENTON FACILITY USED AS ATEMPORARV SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION r x i E I i!! ■!!.! ■! ULTIMATELY AS AN INFILTRATION SYSTEM, THE FACILITY SHALL NOT BE USED AS ATEMPORARY SETTLING BASIN NO UNDERGROUND TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN # I ! • DETENTION 13. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE KCSWDM x ` .« 'j v 14. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION (PER FWRC) SHALL BE PROVIDED ON THE ESC PLANS r� -K T2(l it 1.70 ) - ?^)e - Y•"•� r• ■ ) j S r 15. WET SEASON SPECIAL PROVISIONS, AS DESCRIBED IN SECTION D 5 2 OF APPENDIX D. KCSWDM ARE IN EFFECT OCTOBER 1 THROUGH APRIL WHICH ONES CAN BE SEEDED 27 '- f ( ? ■ } # i '; "� 30. PRIOR TO THE BEGINNING OF THE WET SEASON, ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY ONE WEEK OF THE BEGINNING OF THE WET SEASON. • " 1 ` IN PREPARATION FOR WINTER RAINS, DISTURBED AREAS SHALL BE SEEDED WITHIN x BUILDING PAD I f- GENERAL NOTES 1" REMOVE EXISTING SOD AND TOPSOIL AS NECESSARY TO PROVIDE IMPROVEMENTS. CONTRACTOR SHALL DISPOSE OF SOD AND EXCESS x -N 14 t 13 10. ) - i E 727V241,A,5 { 1; 12702C 5.60 � I I r I � ,• T ., v MATERIAL OFF-SITE � 2 REPAIR PAVING IF DAMAGED DURING PLACEMENT OF PORTABLE • 1 � L ) } - - ," } - 3 CONTRACTOR SHALL HYDROSEED ALL DISTURBED NON -PAVED SURFACES PER THE HYDROSEED NOTES ON THIS SHEET, x " ",,., .. .. ,,.: . , . nc �_ _ • 1 �''E�i`v 3•' • _ .z, f - " 4 r;'2.5 # ) 4 PROTECT EXISTING PLANTS AND VEGETATION TREMAIN i y■ # ilrw!!!lwgAl.wl1l�E!lw itwlw r!!r wlal ra rr!!!!!s� � 1 . 5. EXISTING BENCHES TO REMAIN. x �- X X - X - X - X - X X - X - X -X - X - k- X X - X �jj ) _ _. • •• • '- • 6. AN AREA EXTENDING 1 FOOT (UNLESS OTHERWISE SHOW OUTSIDE THE FOOTPRINT OF THE PORTABLE SHALL BE CLEARED, GRUBBED, } j L GRADED, AND SOILS COMPACTED TO 95% DENSITY. UPON COMPACTION OF SOILS, CRUSHED ROCK (CONFORMING WITH WSDOT 9-03.9(3) y3 •, I TOP COURSE) SHALL BE PLACED TO FROM DE A FINISHED SURFACE FOR THE PORTABLE TO BE PLACED ON THE COMPACTED DEPTH OF UNDER PORTABLE. CRUSHED ROCK SHALL BE 41NCHES SEE PORTABLE FOUNDATION DETAIL ON SHEET C1 3 FOR GRADING STRUCTURAL FILL MATERIAL MEETING WSDOT 9-0314(1) SHALL BE PROVIDED TO RAISE GRADE BENEATH THE GRAVEL PAD" •433 .. {i �; I r",�r "" ..-_'_.-. _'--'_�-' I` MULCHING NOTES I F {If f 1. MULCH MATERIALS USED SHALL BE HAY OR STRAW, AND SHALL BE APPLIED AT THE RATE OF 2 TONSIACRE. c Know what's below. Call before you dig. CONSTRUCTION SEQUENCE 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTON MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT AND APPLICANT'S CONSTRUCTION REPRESENTATIVE. 2. FLAG CLEARING LIMITS. 4. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN 5. CLEAR AND GRUB AREAS OF THE SITE TO BE ROUGH GRADED OR FILLED. 6. ROUGH GRADE SITE AND INSTALL DOWNSPOUT DISPERSION BMPS, 7. INSTALL BUILDINGS, RAMPS AND SIDEWALKS. 6. COMPLETE SITE STABILIZATION IN ACCORDANCE WITH LANDSCAPE PLANS. 9. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS COMPLETELY STABILIZED. HYDROSEEDING NOTES 1 HYDROSEEDING SHALL BE APPLIED TO ALL DISTURBED NON -PAVED SURFACES. 2 HYDROSEEDING TO BE THE FOLLOWING MIXTURE: TYPE OF PROPORTIONS PERCENT PERCENT MIXTURE BY WEIGHT PURITY GERMINATION PERENNIAL RYE GRASS 40% 90% 90% CREEPING RED FESCUE 40% 90% 90% PREINOCULATED WHITE DUTCH CLOVER 10% 95% 90% HIGHLAND BENT GRASS 10% 90% 90% 3 APPUCATION TO BE 100 LBS/ACRE. 4. 500 LBWACRE 10-20-20 FERTILIZER, 2000 LBS/ACRE MULCH AND 40 LBS/ACRE SOIL STABILIZER TO BE APPLIED WITH SEED MIXTURE. 2 MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON 3 ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1" LEGEND CLEARING LIMITS om m m Aer SILT FENCE --X-X- C1.3 GRAVEL PAD AaorFIVED THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY THE REVIEWING AGENCY R NO.: ? AUG 2 5 2015 APPROVED ❑BRA►- W DATE � 11. 0 TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.3932422 TEL 253.3832572 FAX W .ahN.com WEB Pro feet Title: MIRROR LAKE :LEMENTARY SCHOOL MODULAR Client FEDERAL WAY PUBLIC SCHOOLS 333306TH AVENUE SOUTH FEDERAL WAY, WA 96003 JASON NELSON Jab No. 2150237 10 Issue Set k Date: PERMIT SET AUGUST7,2015 U'.ac p 4/srlrca® A� 77NAL � 1�I l/ 1 m in wu �ia�xrta� �.er. /4\ SheetjT�jils3tle : TESC PLAN C1.1 2 of 5 Sheets DATE: August 5, 2015 FILENAME 0:\2015\2150237T70_CIV\CADL2150237SH-TESC,dwg r " GRAPHIC SCALE MIRROR LANCE ELEMENTARY SCHOOL MODULAR 0 0 5 1"= 10 10 FEET A PORTION OF THE NE 1/4 OF THE SW 1/4 OF SEC. 08, TWN. 21 N., RGE, 04 E. W.M. CITY OF FEDERAL WAYXING COUNTY, WASHINGTON d Know what's below. Call before you dig. .: t _..._ 434.77 AHBL #128 i REBAR AND CAP Q- I rrsl N:120190.6041 437,80 E:1270192.6029 ELEV: 434.77437.62 434.40�. 434.62 N 1201GOAS E 1270192.96 2 N I2OM.29 E 1270192.76 v d34.43 3p 437.44 437.43 4`/J AB FFE = 437.70 I .�TII•• 437,c6 434.59 437.42 437, i3a.50 ) J FFE = 437.50 I i . i i 437,64 I 2 17 x 120153.09 SAP N 120153 36 E 1270299.72 E 1270276 B4 TCH E7C 435,19 !S rMATCH EX. / 435.11 4,$7 ;--N 120148.36 .:.. 1 > i _ E 1270276 78 . . I aJ� N 120148.09 ' E 1270299.65 I 4#.44 - - - 37.43 � 1 U3t# s.I f ...•t�� 4 � r_, ( a[ p .f 3 CITY OF FEDERAL WAY GENERAL NOTES 1 ALL CONSTRUCTION SHALL BE IN ACCORDANCE 101 DATUM SHALL BE KCAS OR NGVD-29 WTH THE FEDERAL WAY REVISED CODE (FWRC), 11_GROUNDWATER SYSTEM CONSTRUCTION SHALL APPLICABLE ORDINANCES, AND THE CITY BE WITHIN RIGHT-OF-WAY OR APPROPRIATE COUNCIL CONDITIONS OF PROJECTAPPROVAL DRAINAGE EASEMENTS, BUT NOT UNDERNEATH THESE DOCUMENTS ARE SUPPLEMENTED BY THE THE ROADWAY SECTION ALL GROUNDWATER STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, SYSTEMS MUST BE CONSTRUCTED IN AND MUNICIPAL CONSTRUCTION (WSDOT/APWA), ACCORDANCE WITH THE WSDOT/APWA THE KING COUNTY ROAD STANDARDS (KCRS), STANDARD SPECIFICATIONS AND THE KING COUNTY SURFACE WATER DESIGN 12 ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY MANUAL (KCSWDM} IT SHALL BE THE SOLE SHALL BE BACKFILLED 5/8" CRUSHED ROCK AND RESPONSIBILITY OF THE APPLICANT AND THE COMPACTED TO 95% DENSITY WHEN TRENCH PROFESSIONAL ENGINEER TO CORRECT ANY WIDTH IS 18INCHES OR LESS, AND IS WITHIN THE ERROR, OMISSION, OR VARIATION FROM THE TRAVELED WAY, TRENCH WILL BE BACKFILLED ABOVE REQUIREMENTS FOUND IN THESE PLANS. WITH CONTROL DENSITY FILL (SELF -COMPACTED ALL CORRECTIONS SHALL BE AT NO ADDITIONAL PLOWABLE FILL) AS DEFINED BY WASHINGTON COST OR LIABILITY TO THE CITY OF FEDERAL AGGREGATES AND CONCRETE ASSOCIATION WAY THE AGGREGATE WILL EE 3/8-INCH MINUS. 2 THE DESIGN ELEMENTS WITHIN THESE PLANS 13. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED HAVE BEEN REVIEWED ACCORDING TO THE AND COMPACTED TO 95% DENSITY IN FEDERAL WAY ENGINEERING REVIEW ACCORDANCE WITH WSDOT 2-06 3 CHECKLIST SOME ELEMENTS MAY HAVE BEEN 15, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OVERLOOKED OR MISSED BY THE CITY PROVIDING ADEQUATE SAFEGUARDS, SAFETY ENGINEERING PLAN REVIEWER ANY VARIANCE DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, FROM ADOPTED STANDARDS IS NOT ALLOWED AND ANY OTHER NEEDED ACTIONS TO PROTECT UNLESS SPECIFICALLY APPROVED BY THE CITY LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND OF FEDERAL WAY, PRIOR TO CONSTRUCTION TO PROTECT PROPERTY IN CONNECTION WITH 3 APPROVAL OF THIS ROAD, GRADING, AND THE PERFORMANCE OF WORK COVERED BY THE DRAINAGE PLAN DOES NOTCONSTITUTE AN CONTRACTOR ANY WORK WITHIN THE TRAVELED APPROVAL OF ANY OTHER CONSTRUCTION P.E. RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL DOMESTIC WATER CONVEYANCE, SEWER TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE CONVEYANCE, GAS, ELECTRICITY, ETC.) FLOGGER FOR EACH LANE OF TRAFFIC 4 BEFORE ANY CONSTRUCTION OR DEVELOPMENT AFFECTED. ALL SECTIONS OF THE WSDOT ACTIVITY, A PRECONSTRUCTION MEETING MUST STANDARD SPECIFICATIONS 1-07 23 -TRAFFIC BE HELD BETWEEN THE CITY OF FEDERAL WAY, CONTROL, SHALL APPLY. THE APPLICANT, AND THE APPLICANT'S 16. CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONSTRUCTION REPRESENTATIVE REGULATORY AND WARNING SIGNS PER THE 5 A SIGNED COPY OF THESE APPROVED PLANS LATEST EDITION OF MANUAL ON UNIFORM MUST BE ON THE JOB SITE WHENEVER TRAFFIC CONTROL DEVICES (MUTCD) CONSTRUCTION IS IN PROGRESS 17. ALL UTILITIES SHALL BE ADJUSTED TO FINAL 6 CONSTRUCTION NOISE AND ACTIVITY (ON GRADE AFTER PAVING ASPHALT WEARING PRIVATE PROPERTY) SHALL BE LIMITED AS PER COURSE FWRC (SECTION 19. 105.040); NORMALLY THIS IS 7:00 AM TO 8:00 P. M.MONDAY THROUGH FRI DAY, AND 9:00 A M., TO 8:00 P. M. ON SATURDAYS, DRAINAGE NOTES I PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO, OR AT, THE PRECONSTRUCTION MEETING. GENERAL NOTES i CONTRACTOR SHALL VERIFY EXISTING AND PROPOSED GRADES BEFORE COMMENCING WORK CONTACT ENGINEER IF ACTUAL GRADES DO NOT REFLECT GRADES OF TOPOGRAPHICAL SURVEY 2 ADJUST EXISTING UTILITIES WITHIN WORK LIMITS TO FINISHED GRADE 3 ENSURE POSITIVE DRAINAGE MAINTAINED AWAY FROM PORTABLES. SOIL SHALL NOT BE PLACED AGAINST SKIRTING 4 ALL EXCESS SOIL MATERIAL AND CONSTRUCTION WASTE SHALL BE DISPOSED OF AT AN APPROVED OFF -SITE LOCATION 5. RESTORE DISTURBED LAWN AREAS WITH TOPSOILAND HYDROSEED PER HYROSEEDING NOTES ON SHEET C1 1 KEYNOTES O DOWNSPOUTWITH SPLASH BLOCKAND ROCK PAD FOR BASIC DISPERSION C1.3 O ASPHALT PAVEMENT WITH HOT TAR SEAL JOINT. e C1.3 3O PORTABLE CLASSROOM PER MANUFACTURER'S DRAW NGS O PORTABLE RAMP PER MANUFACTURER'S 0RAVN NGS. OS PORTABLE LANDING PER MANUFACTURER'S DRAWI NGS. THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY THE REVIEWING AGENCY PERMIT APPROVED DATE L. , R,ON In TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30Ih Streal, Sulte 300 Tacoma, WA 98403 2533832422 TS. 253,M32572 FAX wa%ahNmm WEB Pro i Title: MIRROR LAKE LEMENTARY SCHOOL MODULAR Client: FEDERAL WAY PUBLIC SCHOOLS 333308TH AVENUE SOUTH FEDERAL WAY, WA 98003 JASON NELSON Job No. 2150237 10 9911a SaPERMIT SET AUGUST 7, 2015 IC N� 'TCE Iheet Title: TRADING AND STORM DRAINAGE PLAN AY C1 .h 3 of 5 She416 U MIRROR LAKE ELEMENTARY SCHOOL MODULAR A PORTION OF THE NE 1/4 OF THE SW 1/4 OF SEC. 08, TWN. 21 N., RGE. 04 E. W.M. CITY OF FEDERAL WAY,KING COUNTY, WASHINGTON NOTES: T""' FILTER FABRIC MATERIAL (ORANGE) MIRAFI 100 NS OR EQUIVALENT 2" X 2" BY 14 GA WIRE FABRIC OR EQUIVALENT, AFFIX TO POST PROVIDE 3/4" -1 1/2" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE Ir 2" X 4" WOOD POST OR STEEL FENCE POST ORANGE FILTER FABRIC MATERIAL 60" WIDE ROLLS - USE RINGS TOATTACH SIDE VIEW ATTACH TO WIRE FABRIC ! N EXISTING - GRADE r X7 BY 14 GA WIRE FABRIC OR EQUIVALENT it 11 f f BURY BOTTOM OF �i FILTER MATERIAL IN 6"X12" TRENCH a' MAX. 2" X 4" WOOD POSTS, STANDARD OR FRONT NEW BETTER, OR STEEL FENCE POST RFENCE SILT 4; Know what's below. Call before you dig. 2' 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. 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 301 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, 6, WHEN EXTRA -STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE 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 IS) APPLYING. 7. THE TRENCH SHALL BE BACKFILL WITH 3141NCH MINIMUM DIAMETER WASHED GRAVEL. B. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 10. CONTRIBUTING LENGTH TO FENCE SHALL NOT BE MORE THAN 100 FEET. 11• DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR 12. DO NOT DRIVE OVER OR FILL OVER FILTER FABRIC FENCE. C 00 )0000 0 O 0 O0O00 00000000 SPLASH BLOCK 0000000° 0mi 0 0 a 0 0 -0-0-0?0?0-02 PLAN EXISTING AND/OR PROPOSED GROUND SPLASH BLOCK O 000 O 0 O FILTER FABRIC S• DEPTH WELL GRADED QUARRY SPALLS PER WSDOT 9-13 6 ROCK PAD FOR BASIC DISPERSION 3 NOT TO SCALE t HMA CLASS 10. PG 64-2.2 iJ t� CRUSHED SURFACING BASE COURSE PER WSDOT 9.03-9(3) 12" COMPACTED SUBGRADE TO 95% NOTES: 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS. 2- THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL AND COMPACT TO 95%. IF YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH IMPORTED STRUCTURAL FILL MATERIAL THE DEPTH OF MATERIAL REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER ASPHALT CEMENT PAVEMENT SECTION NOT TO SCALE NOTES 1 CONTRACTOR SHALL OVEREXCAVATE AND PROVIDE 4' OF FOUNDATION MATERIAL, CONFORMING TO WSDOT 9-03 9(3) TOP COURSE, 95% COMPACTION- SLOPE AWAY FROM BUILDING AT 2 2. EXTEND FOUNDATION MATERIAL 1A' BEYOND SIDES OF PORTABLE EXCEPT WHERE INDICATED ON THE PLAN, FF ELEVATION 71 3 PORTABLE FOUNDATION AND STRUCTURE BY BUILDING MANUFACTURER 4. CONTRACTOR SHALL COMPACT NATIVE SOIL UNDER FOUNDATION MATERIAL TO 95%„ 5 SOIL SHALL NOT BE PLACED AGAINST SKIRTING. SEE NOTE NO. SLWACE 3 ELEVATION, SEE PLAN FOR SURFACE TREATMENT E7 1 2% MIN 6 MIL VAPOR 1',q• MtN. BARRIER PROVIDED BY SEE NOTE 4 CONTRACTOR SEE NOTE NO. 1 PORTABLE FOUNDATION 4 NOT TO SCALE THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNLESS SIGNED BY THE REVIEWING AGENCY PERMIT N0. 11 r n APPROVW LJ DATE t00 :)If& :OMA • SEATTLE • SPOKANE TRILITIES 5 North 30Ih Street, Sulle 300 Tacoma, WA 98403 13832422 Ta 2533832572 FAX wwN.ahkoom W® clect Title: MIRROR LAKE _EMENTARY SCHOOL MODULAR ient: FEDERAL WAY PUBLIC SCHOOLS 33330 BTH AVENUE SOUTH FEDERAL WAY, WA 98003 JASON NELSON 2150237.10 sue Set h Date: PERMIT SET AUGUST7.2015 Nona .—A M 2evisions: Sheet rtle: NOTES AND DETAILS esianed bv. Drawn by Checked bv. Sheet No. CIA' C l .3 4 of 5 Shoat. UAI t: AUgUS[ a, LUI o F ILLNAMt: U.— DVI —d—V_l. AH IJUCJ awy KCDA - FEDERAL WAY III REV.I DESCRIPTION MIRROR LAKE ELEMENTARY 28' x 64' MODULAR CLASSROOM RESUBMITTED SEP 0 S 2015 CITY OF FEDERAL WAY CDS DATE BY REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF MODERN BUILDING SYSTEMS INC. AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOUT WRITTEN AUTHORIZATION. SHEETINDEX . NO. SHEET NAME L0.0 COVER SHEET GENERAL NOTES A 0.2 ENERGY CODE NOTES A 1.0 FLOOR PLAN A 1.1 REFLECTED CEILING PLAN A 2.0 EXTERIOR ELEVATIONS A 2.1 EXTERIOR ELEVATIONS A 3.0 FINISH PLAN (NOT USED) A 3.1 FINISH NOTES A 3.2 SCHEDULES A 3.3 DATA SCHEDULES A 4.0 INTERIOR ELEVATIONS (NOT USED) A 5.0 DETAILS S 1.0 FOUNDATION PLAN S 2.0 FRAMING PLAN (NOT USED) S 3.0 BUILDING SECTIONS S 4.0 FOUNDATION NOTES & DETAILS S 4.1 FOUNDATION DETAILS S 4.2 FOUNDATION DETAILS S 4.3 DETAILS S 4.4 DETAILS S 4.5 DETAILS E 0.1 ELECTRICAL LEGEND & NOTES E 1.0 ELECTRICAL PLAN E 2.0 LIGHTING PLAN E 3.0 ELEC. PANELS & LOAD CALCS. M 0.1 HVAC NOTES & LEGEND M 1.0 HVAC PLAN ,*4ADDERNBUILDIN MMERLRV=N SYS NC- TELVHOW- MM 7i9-1919 FWC (SM) 744- M P.D. SOX 110, 9493 PORTER ROAD. AUNWLLE. OR M25 GliECK WF OL1R WE l PAGE; vm w.modcmA7aCinpsY.tnms.com 0+dOOERN 6UiLDING sY5TEM5, PFC. 2015 Current Rev Issued Rev. By 11 P'. j VA IST 9G� � ZONAL N L01 w��w- SHEET COVER SHEET JOB# RN-58-1 PROJ. 28' x 64' MODULAR CLASSROOM SHEET# KCDA ® FEDERAL WAY III A 0.0 ADDRESS 625 S 314TH STREET, FEDERAL WAY, WA 98003 I DRW i C+ I DATE8/5/15 GENERAL NOTES 1. THE TERM IBC SHALL APPLY TO THE CURRENT EDITION OF THE INTERNATIONAL BUILDING CODE AS AMENDED BY THE STATES OF OREGON AND WASHINGTON. FOR PROJECTS IN ALL OTHER STATES IT SHALL APPLY TO THE CURRENT EDITION OF THE UBC OR IBC AS ADOPTED BY THAT STATE. 2. ALL CONTROLS AND HARDWARE SHALL BE ACCESSIBLE TO PERSONS WITH DISABILITIES. 3. LOCAL JURISDICTION TO DETERMINE COMPLIANCE WITH CHAPTER 29 (WITH REGARD TO ADJACENT FACILITIES) IN ACCORDANCE WITH THEIR CURRENTLY ADOPTED EDITION OF THE UBC OR IBC. 4. WHERE REQUIRED, PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 906 OF THE 2012 INTERNATIONAL FIRE CODE. 5. PER WAC 296-15OF-0605 REQUIRES TOILET FACILITIES LOCATED IN AN ADJACENT FACILITY TO BE NOTED ON THE PLAN SUBMITTAL AND THAT THE REQUIREMENTS OF ICC CHAPTER 29, SECTION 2092, TABLE 2902.1 OF THE STATE BUILDING CODE MUST BE VERIFIED BY THE LOCAL JURISDICTION BUILDING OFFICIAL AND SHOWN ON THE NLEA. 6. PER IBC 2012 CHAPTER 17, SPECIAL INSPECTION REQUIRED IN ACCORDANCE WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. SECTION 1705 AND ALL APPLICABLE CRITERIA IS SUBJECT TO WELDING FOR THIS PROJECT P.E. CAN PERFORM THE INSPECTION. 7. THIS SET OF PLANS PREPARED AND SUBMITTED FOR APPROVAL UNDER THE FOLLOWING CODES: BUILDING 2012 IBC/WAC 51-50 MECHANICAL 2012 IMC/WAC 51-52 PLUMBING 2012 UPC/WAC 51-56 ENERGY 2012 WSEC/WAC 51-11C ELECTRICAL 2014 NEC REV, j DESCRIPTION DESIGN CRITERIA GENERAL CONSTRUCTION TYPE VB (NON-SPRINKLERED) OCCUPANCY GROUP E OCCUPANCY LOAD 86 DISTANCE TO PROPERTY LINE FRONT: 10' MIN. OR ASSUMED PROPERTY LINE REAR: 10' MIN. LEFT: 10' MIN. RIGHT: 10' MIN. ELECTRICAL ELECTRICAL SERVICE LOAD 200A / 120/240V / 1 PH. 43.9 kV MECHANICAL VENTILATION OCCUPANCY LOAD 60 CLIMATE ZONE 4C/513 HEATING SPV/HP AIR-CONDITIONING YES PLUMBING PLUMBING OCCUPANCY LOAD 43 QUANTITY OF PLUMBING FIXTURES 0 (SEE GENERAL NOTE #5) STRUCTURAL ROOF SNOW LOAD 30 PSF FLOOR LIVE LOAD 50 PSF WIND LOAD Lambda = 1.0 Vult = 140 MPH (Vasd = 108 MPH) 3 SECOND GUST - EXP, B SEISMIC BEARING WALL SYSTEM: Ss = 1.500, Fa = 1.00 Sds = 1.00, RISK CATEGORY II le = 1.0, SEISMIC DESIGN CATEGORY D, SITE CLASS D SEP 0 8 2015 CITY OF FEDERAL WAY CDS DATE BY SHEET REUSE ONTS ®���� PR GENERAL NOTES THIS DOCUMENTUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE SYSTEMS INC.AND ARE NOTTOTHE PROPERTY OF MODERN IBENG BUILDING SYSTEMS ��' 28' x 64' MODULAR CLASSROOM USED IN WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOUT L40DERN BUILDING SYSTEMSIN r WRITTEN AUTHORIZATION. Tp�yryO� (503) 7A&4g4s FAK 010V 70-4950 KC DA m FEDERAL WAY n Y III P.O. BOX 110, 9d83 "TER ROAD. AVht3VH.LE OR 97325 FEDERAL it �(/—! i CHECK OIJ7 O11F1 YYe$ ppf36;www•modemhutldingsyslems.com �nloueRruBuiwuvcsysrrtis, rac.2ols _ �ADDRESS625 S 314TH STREET, FEDERAL WAY, WA 98003 DRW 9 S �YlP•RAS WnSy,�� O� k 21543� � +sr ERA' ti S$10NAL ��cs JOB + 2015-RN-58-1 SHEET # A 0.1 f DATE8/5/15 ENERGY CODE NOTES 1. ALL BUILDING THERMAL ENVELOPE INSULATION SHALL BE MARKED IN ACCORDANCE WITH OEESC 303.1.1 AND WSEC C303.1.1 AND INSTALLED PER OEESC 303.1.2 AND WSEC C303.1.2 2. BLOWN -IN INSULATION SHALL BE INSTALLED AND CERTIFIED PER OEESC 303.1.1.1 AND WSEC C303.1.1.1 3. ALL AIR BARRIER MATERIALS SHALL BE ASTM E2178 RATED OR AS LISTED IN OEESC 502.4.1.2.1 AND WSEC C402.4.1.2.1 4. AIR BARRIER COMPLIANCE OPTIONS: CONTINUOUS AIR BARRIER FOR THE OPAQUE BUILDING ENVELOPE SHALL COMPLY WITH OEESC 502.4.1.2.1 AIR BARRIER TESTING AND REPORTING TO BE CONDUCTED PER WSEC C402.4.1.2.3 FOR THE STATE OF WASHINGTON 5. PENETRATIONS OF THE AIR BARRIER SHALL BE CAULKED, GASKETED OR SEALED PER OEESC 502.4.2 AND WSEC C402.4.2 6. ALL FENESTRATION ASSEMBLIES SHALL BE LABELED BY THE MANUFACTURER PER OEESC 303.1.3 & 502.4.3 AND WSEC C303.1.3 & C402.4.3 7. AIR ECONOMIZER SHALL BE CAPABLE OF PROVIDING 100% OUTSIDE AIR PER OEESC 503.3.1 AND WSEC C403.3.1.1.1 8. ECONOMIZER HIGH -LIMIT SHUTOFF CONTROL IS ELECTRONIC ENTHALPY PER MANUFACTURER'S SPECIFICATIONS AND WSEC C403.3.1.1.3 9. MECHANICAL VENTILATION SYSTEM SHALL HAVE THE CAPABILITY TO REDUCE THE OUTSIDE AIR SUPPLY TO THE MINIMUM REQUIRED PER OEESC 503.2.5 AND WSEC C403.2.5 10. OUTSIDE AIR AND EXHAUST AIR DAMPERS SHALL BE RATED PER OEESC 502.4.4 & 503.2.4.5 AND WSEC C402.4.5.2 & C403.2.4.4 REV.I DESCRIPTION SYSTEM COMMISSIONING NOTES 1. PRIOR TO CONSTRUCTION, A COMMISSIONING PLAN SHALL BE DEVELOPED PER WSEC C408.1.1. THE COMMISSIONING PLAN SHALL BE USED DURING CONSTRUCTION TO INSURE PROPER INSTALLATION, TESTING AND BALANCING OF BUILDING SYSTEMS AS FOLLOWS: MECHANICAL SYSTEM PER WSEC C408.2 REQUIRED LIGHTING AND CONTROLS PER WSEC C408.3 REQUIRED SERVICE WATER HEATING PER WSEC C408.4 NOT REQUIRED (EXCEPTION #1) ENERGY METERING PER WSEC C408.5 NOT REQUIRED (PER C409.1) 2. UPON COMPLETION OF CONSTRUCTION, A PRELIMINARY COMMISSIONING REPORT SHALL BE COMPLETED AND CERTIFIED AND PROVIDED TO THE BUILDING OWNER PER WSEC C408.1.2. 3. OPERATING AND MAINTENANCE MANUALS FOR ALL COMMISSIONED BUILDING SYSTEMS SHALL BE PROVIDED TO THE BUILDING OWNER PER OEESC 503.2.9.3 AND WSEC C408.1.3.2. 4. DOCUMENTS, MANUALS AND REPORTS REQUIRED BY WSEC C408.1.3 SHALL BE PROVIDED TO THE BUILDING OWNER WITHIN 90 DAYS OF RECEIVING THE CERTIFICATE OF OCCUPANCY. 5. A FINAL COMMISSIONING REPORT SHALL BE PROVIDED TO THE BUILDING OWNER PER WSEC C408.1.3.4. 6. THE BUILDING OWNER SHALL BE TRAINED IN PROPER OPERATION AND MAINTENANCE OF ALL COMMISSIONED BUILDING SYSTEMS PER WSEC C408.1.4. RESUBMITTED SEP 0 8 2015 CITY OF FEDERAL WAY CDS DATE BY SHEET ENERGY CODE NOTES REUSE OF DOCUMENTS A aD E R N THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF MODERN BUILDING BUILDING SYSTEMS PROD. 2$' x 64' MODULAR CLASSROOM SYSTEMS INC. AND ARE NOT TO BE _ USED IN WHOLE OR IN PART FOR ANY MODERN B�}ILDING SYST M5 INC. OTHER USE OR PROJECT WITHOUT KC DA e FEDERAL !NAY I WRITTEN AUTHORIZATION. TELEPHONE: (503) 7i¢S9<8 FAX: (503) 749-4950 P.O. BOX 110, 9493 PORTER ROAD, AUMSVILLE, OR 97325 C KRr aSAE �o2oSbuiltlingsys(ems,com aOKINTADDRESS 625 S 314TH STREET, FEDERAL WAY, WA 98003 DRN/ TS 6 �, A. 'A" !SEER ,VGl` r ONAL ��- JOB# 2015-RN-58-1 SHEE # 0.2 DATE$/5/15 r;► 0-3 C 1 1 N S 4.4 r a c a �* ROOF 10 o a' �1'- 5 1/2" co MECH TYP. M O D A r UNITAI I � a 2, w N O a r 2 r - o } S 4.4 o rn F— FL r co 2 S 4.2 FLOOR REV. DESCRIPTION CD 32'-0" N rn ( 2 64'-0" 32'-0" f NOTE: + SHIP LOOSE (2) WHITEBOARDS FOR EA. CLASSROOM (4) TOTAL � 4 2 Lq CLASSROOM B S 4.4 TYP f 7- 2 ' 1 S 4.5 I (6) 5/8" DIA. M.B.'S W/ NUTS & S 4.5 f WASHERS - V-0" FROM ENDS, EA. SIDE OF COLUMNS AND i EQUALLY SPACED SIMPSON CS18 W/ (4) N10'S EACH END, FROM STUD TO FLR RIM - TYP. 7 12-Oil 4'- Oil 13-0 `'- le 10, 3 -0 3 -0 13'-0" 4'-0"-0" FLOOR PLAN CjTY I 8 2015 WAY DATE BYREUSE SHEET THIS OFDOCUMENTSN TS FLOOR PLAN THIS DOCUMENT AND THE IDEAS ANDDESIGNS INCORPORATED HEREIN ARESYSTEM NFMOOERTTO0EINGMODERNBUILDING SYSTEMS PROD. 28' X 64' MODULAR CLASSROOM THE PROPERTY SYSTEMS INC,]NC. AND ARE NOT BUILDING 6E USED IN WHOLE OR IN PART FOR ANY OTHER USE TH PROJECT WITHOUT 1PDERH 6UILflING SYSTEMS 494 I C DA o F P D E RA L WAY fAY I I WRITTEN AUTHORIZATION. TEtEPMOkE ts93j 7naoss9FAX; (w'7res.a9so �f !f P.O, D09 110, 903 PORTER ROAD. AU&lSV1UY_ OR 97a25 �fECCXOUT �Jo�sYsrE� AGE =ddcmSW'ngnyMaM.% om ADDRESS 625 S 314TH STREET, FEDERAL WAY INA gmn-z DRW `rc, o } uj N a CLASSROOM A uj 3 4 S 4.3 S 4.3 i ROOF FLOOR MOD B 1 2 S 4.3 S 4.3 ROOF FLOOR ��--�� --�� CJ w MECH UNIT B 3 S 4.2 FLOOR 21 ii� A: OF�Ss TONAL ��Ot� JOB 2015-RN-58-1 SHEE # 1.0 nn rrra i-11r P.T.2x8xI IN PLACE OF SKIRT RIM REV.I DESCRIPTION I DATE t BY FRONT ELEVATION _ 3/16" = 1'-0" RIGHT SIDE ELEVATION 1 r3/16" = 1'-0" REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF MODERN BUILDING SYSTEMS INC. AND ARE NOT TO BE _ USED IN WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOUT WRITTEN AUTHORIZATION. IN PLACE OF SKIRT RIM .)of / Plate 8' - 1 1 /8" RNER BATT - TYP. Fin -Floor 0'-0" -Grade n -2F�_6�- TED SEP 08 2015 CITY OF FEDERAL WAY CDS ®DESHEET EXTERIOR ELEVATIONS SYSTEMSBUILDING �� PROJ. 28' x 64' MODULAR CLASSROOM MW BUILDINGs INC, KC DA a FEDERAL WAY I 'IFl.EP1fO1JE (Sp3) 744-d® d9pg7L (Sfl.7) 7dLWH50 P-0. am 11 G. 9493 PORTER ROhO. AUMSALLE. OR 97325 CHECK OUT OL,R riEB PAGE; w . modem budoin9systems.com � MOPERN BULOwG SYSTEMS. INC, zU 1s [:A:DD RESS 625 S 314TH STREET, FEDERAL WAY, WA 98003 Roof / Plate 8' - 1 1 /8" NDOW TRIM - TYP. Fin -Floor 0'-0" 0 - Grade -2' - 6" A. 2t5d3 9 �Z% rsTERE Gti'• ZONAL 5! 2015-RN-58-1 2.0 DR` TS DATE8/5/15 REV. DESCRIPTION DATE BY F T C T L C V REAR ELEVATION 3/16" = 1'-0" 2 v1 LJL VPl1 1llII 3/16" = 1'-0" oof / Plate 1 1 /8" P. INSIGNIA CATION - TYP. )D BATT W/ (2) ROWS 6d AT 6" O.C. - TYP. Fin-Floor 0'-Olt 0-Grade -2' - 6" " UNDER DOORS IN PLACE OF SKIRT RIM 5EP 0$ 2015 CITY OF FEDERAL WAY CDS EUSE OF DOCUMENTS ®ERN SHEET CIS DOCUMENT AND THE IDEAS AND EXTERIOR ELEVATIONS ESIGNS INCORPORATED HEREIN ARE -IE PROPERTY OF MODERN BUILDING BUILDING SYSTEMS PROJ. 2$' x 64' MODULAR CLASSROOM YSTEMS INC. AND ARE NOT TO BE SED IN WHOLE OR IN PART FOR ANY THEIR USE OR PROJECT WITHOUT MODERN BUILDING SYA EMS. INC,1 ® FEDERAL WAY 'RITTEN AUTHORIZATION TELEp1;pNE; �gQ3� 7q9-4949 FAY,, {Sp3J T4&d95p liiC D ® � III P.O- Sox''"'"93 PORTER ROAD, AUM%ILLE, OR W325 Cl" nFrooF Neik�owc�$r 2015 6udttkMjSptmm�cam ADDRESS 625 S 314TH STREET, FEDERAL WAY, WA 98003 DRW TS Zoof / Plate 8' - 1 1 /8" Fin-Flao� 0 - Grade -2' - 611 �JJ A. R'4 SN aF w As ^� W � y 2�sas � O�y IST 6� 1 �S'SYONAL �� JOEW 2015-RN-58-1 SHE W 2.1 DATE$/5/15 FLOOR CONSTRUCTION FINISH: BY OTHERS BASE: BY OTHERS UNDERLAYMENT:NONE SUBFLOOR: 23/32" APA RATED SHEATHING (ACTS AS 1 PERM MAX. VAPOR BARRIER) (ACTS AS AIR BARRIER) JOISTS: 2 x 8 DF #2 AT 16" O.C., DBL. 2 x 8 AT ENDS RIM JOISTS: MURPHY LVL 3100 Fb - 2.OE, 1.5" W x 7-1/4" D (ESR-1387 & ESR-2913) OFFSET RIMS: 2 x 4 INSULATION: R-30 U (2 LAYERS R-15 FIBERGLASS BATTS) BOTTOM CLOSURE: FS-25 EXTERIOR WALL CONSTRUCTION PLATE HEIGHT: 8'-1 1/8" SIDING: 15/32" T1-11 W/ 8" VERT. GROOVES STUDS: 2 x 6 HF STUD GRADE AT 16" O.C. INSULATION: R-21 K (FIBERGLASS BATTS) ALL HEADERS TO HAVE MIN. R-12 RIGID INSULATION BETWEEN HEADER AND EXTERIOR SIDING OR SHEATHING INTERIOR FINISH: 1/2" V.C. TACKBOARD OVER 5/8" GYPSUM BOARD (ACTS AS 1 PERM MAX. VAPOR BARRIER) (ACTS AS AIR BARRIER) SKIRT: MATCH SIDING INTERIOR WALL CONSTRUCTION PLATE HEIGHT: 8'-1 1/8" STUDS: 2 x 4 HF STUD GRADE AT 16" O.C. (U.N.O.) INTERIOR FINISH: 1/2" V.C. TACKBOARD OVER 5/8" GYPSUM BOARD REV.I DESCRIPTION DATE CEILING NOTES CEILING HEIGHT: NOMINAL 8'-0" (U.N.O.) SUSPENDED T-GRID W/ ACOUSTIC TILE (REF: MFR'S INSTALLATION DATA) INSTALL SUSPENDED CEILING PER IBC, ASTM C635, C636, ESR-1 308 AND 401 DATED 10/09 ATTACH LIGHT FIXTURES TO CEILING GRID W/ (4) #6 x 1" STSM SCREWS ATTACH HVAC DIFFUSERS TO CEILING GRID W/ (4) #6 x 1" STSM SCREWS LIGHT FIXTURES SHALL BE INDEPENDENTLY SUPPORTED BY 12 GA. WIRES AT OPPOSITE CORNERS ROOF CONSTRUCTION ROOFING: FIBERGLASS COMP. SHINGLES OVER (2) LAYERS 15# FELT (MIN. CLASS B), (6) STAPLES SHEATHING: 7/16" O.S.B. (24/16) (ACTS AS AIR BARRIER) FRAMING: 2 x 10 HF #2 AT 24" O.C. BEAMS: (2) MURPHY LVL 3100 Fb 2.OE, 1.5" W x 24" D (ESR-1387 & ESR-2913) INSULATION: R-42 (CELLULOSE) W/ FS-25 (ACTS AS 1 PERM MAX. VAPOR BARRIER) OVERHANG: 6" ROOF PITCH: 2 IN 12 RIDGE VENT EXTERIOR NOTES CORNER BATTS: 1 x 4 CEDAR FASCIA: 1 x 6 CEDAR BARGE: 1 x 6 CEDAR GUTTERS: 5" K-LINE (PREFINISHED) DOWNSPOUTS: 2" x 3" RECT. PVC (PREFINISHED) FASTENING/SCHEDULE MINIMUM NUMBER OF NAILS FOR WOOD MEMBERS (EXCEPT AS NOTED ON DRAWINGS) CONNECTION NO. / SPACING [if RIM JOIST TO FLOOR JOIST 3 PER JOIST p JOIST TO JOIST 2 ROWS AT 12" O.C. u- BLOCKING 2 EACH END STUDS TO PLATES - END NAIL 2 EACH END AT 2 x 4 STUDS TO PLATES - END NAIL 3 EACH END AT 2 x 6 BLOCKING 2 EACH END J JAMB STUD TO 4x HEADER MIN. 4 EACH END JAMB STUD TO 2x HEADER MIN. 2 EACH END STUD TO STUD (CRIPPLE, ETC.) 8" O.C. UPPER TOP PLATE TO LOWER 2 EACH SIDE OF STUD TOP PLATE BOTTOM PLATE TO FLOOR 2 EACH SIDE OF STUD RIM JOIST TO RAFTER 3 PER RAFTER RIM JOIST TO TRUSS MIN. 2 PER TRUSS RAFTER TO RAFTER 2 ROWS AT 12" O.C. 0 BLOCKING 2 EACH END of 2 x 4 LEDGER 2 ROWS AT 6" O.C. 2x BRACE TO RAFTER 14 AT RAFTER NOTE: ALL FASTENERS ARE 12d (.131) STANDARD SHEATHING FASTENING - U.N.O. FROM ESR-1539 JULY 2011 TYPE MIN. LENGTH FLOOR SHEATHING UNBLOCKED 23/32" CDX OR O.S.B. OR 6" EDGE 8d (.113) 2-3/8" STURDI - FLOOR T&G 8" FIELD RING SHANK FLOOR UNDERLAYMENT GLUE & STAGGER JOINTS 3/8" CCP 8" EDGE #7 SCREWS 8" FIELD SIDING ALL EDGES SUPPORTED 15/32" T1-11 6" EDGE 8d (.113) 2-1/2" 12" FIELD GALVANIZED ROOF SHEATHING (UNBLOCKS--D%' O8NM PLE 2' 7/16 O.S.B. 43 15 8" FIELD MIN. 7/16" CROWN SEP 0 8 2015 i'T"PV nr BY SHEET FINISH NOTES REUSE OF DOCUMENTS �®UERN THIS DOCUMENT AND THE IDEAS AND THE ROPERTYOFMODERNEREIN BUI DING BUILDING SYSTEMS PROD• 2$' x 64' MODULAR CLASSROOM SYSTEMS INC. AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY ��MODERN BUILDING SYSTEMS. INC. OTHER USE PROJECT WITHOUT KC DA - FEDERAL WAY WRITTEN AUTHORIZATION. TEcfryOr+E: tsoal 7aa.aya9 FFAX,tso3� e-assa III Y.O. BOX It 0, 9493 PORTER ROAD. AVNr.VILLE.OR "S om PACE 04""�"m'`@mSULDOUR �sYINC.2ADDRESS 625 S 314TH STREET, FEDERAL WAY, WA 98003 JOB 2015-RN-58-1 SHEET 3.1 DRwTS ITDATE$/5/15 Mark I Width I Height I Thickness 1 3'- 0" 6' - 8" 1 1 3/4" 2 3'- 0" 6' - 8" 1 3/4" 3 3' - 0" 6' - 8" 1 3/4" 4 3' - 0" 6' - 8" 1 3/4" 5 3' - 0" 6' - 8" 1 3/4" Swing Core Lite Size Lite Glass Face RHOS HM - - MTL LHOS HM - - MTL RHOS HM - _ MTL LHOS HM - - MTL LH HC DOOR SCHEDULE Door Finish J Frame Type i Frame Finish I Throat R.O- l PT HM PT 71/8" A PT HM PT 71/8" A PT HM PT 71/8" A PT HM PT 71/8" A AO WD AO 4 3/4" 1 NOTES: 1. CAULK AND SEAL ALL EXTERIOR DOORS 2. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT (U.N.O.) 3. ALL DOOR LEADS 4-1/2" U.N.O. 4. ALL DOORS TO HAVE A OPENING FORCE NOT EXCEED 5 POUNDS Mark I Count Width Height Type Frame AF 2 4'- 0" 4' - 0" XO VINYL j NOTES: 1. CAULK AND SEAL ALL EXTERIOR WINDOWS Hdw Group Fire Rating Door Header U-Value 1 - 4x6DF#2 .22 1 - 4x6DF#2 .22 2 - 4x6DF#2 .22 2 14x6DF#2 .22 3 - WINDOW SCHEDULE Glass SHGC I U-VAL jrALeakage Ext. Trim Int. Trim Window Header DUAL / LOW E /TMP 0.30 1 0.34 .18 CFM/SF 1x4 AO 4 x 6 DF #2 HORIZ. MINI -BLINDS HARDWARE SCHEDULE Comments GROUP #1 GROUP #2 GROUP #3 GROUP #4 GROUP #5 GROUP #6 GROUP #7 1-1/2 PAIR BUTTS 1-1/2 PAIR BUTTS 1-1/2 PAIR BUTTS PANIC/PULL W/ LOCK PANIC/PULL LEVER/LEVER (PASSAGE) (VON DUPRIN 99NL) (VON DUPRIN 99DT) (AL10S) CYLINDER CLOSER WALL STOP CLOSER WEATHER-STRIP WEATHER-STRIP DOOR BOTTOM DOOR BOTTOM 1/2" MAX. ACCESSIBLE 1/2" MAX. ACCESSIBLE THRESHOLD THRESHOLD AL ALUMINUM AFF ABOVE FIN. FLR. AO ALPINE OK BA BRONZE ANODIZED BV BOTTOM VENT CDR CEDAR REV.I DESCRIPTION CLR CLEAR CS CAULK & SEAL FGL FIBERGLASS FP FACTORY PRIMED FPT FIELD PAINTED DATE ABBREVIATIONS HB HARDBOARD HC HOLLOW CORE HM HOLLOW METAL INS INSULATED KD KNOCK DOWN LH LEFT HAND LHR LEFT HAND REV. MTL METAL NRW NARROW (LITE) PF PREFINISHED PT PAINT RH RIGHT HAND RHR RIGHT HAND REV SC SOLID CORE SF STOREFRONT STN STAIN TIM TIMELY FRAME TMP TEMPERED SUIT ED TTP S P TEXTURE, PT VWS NLI SURR. Wf?Ty ❑ WLD tlL WAY L BY SHEET SCHEDULES —� REUSE OF DOCUMENTS THIS DOCUMENTAND THE IDEAS ANDDESIGNS INCORPORATED HEREIN ARETHE PROPERTY OF MODERN BUILDINGMODERN BUILDING SYSTEMS PROJ. 2$' x 64' MODULAR CLASSROOM SYSTEMS INC. AND ARE NOT TO BE _ USED IN WHOLE OR IN PART FOR ANY ' / - OTHER USE OR PROJECT WITHOUT ELEJ IH RN BUILQk"9 SYAY, (so) INC_ K C D /� e FEDERAL WAY WRITTEN AUTHORIZATION. TE[.EPHONE (w3) 74B-4944 FAY, [Sua} 74s49s�6 1 ` /'� III P.O. WX 110, 11493 PORTER ROAD. Al MWL-LE, OR WUS (DMOD °ERN UIL'�OWGSftB �rAS. u c °ZDI,5 ADDRESS 625 S 314TH STREET, FEDERAL WAY, WA 98003 Remarks 2154 F9T fit` f ONAL JOB# 1 2015-RN-58-1 SHEE71 # 3.2 DR W TS DATE$/5/15 DOOR ROUGH OPENING SCHEDULE EXTERIOR DOORS A METAL DOOR W/ HOLLOW METAL FRAME (WELDED) R.O. WIDTH CALL SIZE + 4-1/2" R.O. HEIGHT CALL SIZE + 2-1/8" B DBL. METAL DOORS W/ HOLLOW METAL FRAME (WELDED) R.O. WIDTH CALL SIZE + 4-1/2" R.O. HEIGHT CALL SIZE + 2-1/8" C STOREFRONT DOOR R.O. WIDTH CALL SIZE + 4-1/2" R.O. HEIGHT CALL SIZE + 2-1/8" D TIMELY SPLIT MEDIA DOOR R.O. WIDTH CALL SIZE + 1-1/4" R.O. HEIGHT CALL SIZE + 1" El METAL DOOR W/ WOOD FRAME (PEASE & STANLEY) (INSWING) R.O. WIDTH CALL SIZE + 2" R.O. HEIGHT CALL SIZE + 2" E2 METAL DOOR W/ WOOD FRAME (PEASE & STANLEY) (OUTSWING) R.O. WIDTH CALL SIZE + 2" R.O. HEIGHT CALL SIZE + 1-9/16" F STOCKER DOOR R.O. WIDTH CALL SIZE + 2-1/4" R.O. HEIGHT CALL SIZE + 1-3/8" G METAL DOOR W/ HOLLOW METAL FRAME (KNOCK -DOWN) R.O. WIDTH CALL SIZE + 2" R.O. HEIGHT CALL SIZE + 1" INTERIOR DOORS 1 HOLLOW / SOLID WOOD DOOR W/ WOOD FRAME R.O. WIDTH CALL SIZE + 2" R.O. HEIGHT CALL SIZE + 2-1/8" 2 TIMELY FRAME R.O. WIDTH CALL SIZE + 1-114" R.O. HEIGHT CALL SIZE + 1" 3 POCKET DOOR R.O. WIDTH 2 x CALL SIZE + 2" R.O. HEIGHT CALL SIZE + 4" 4 BI-PASS DOOR R.O. WIDTH CALL SIZE R.O. HEIGHT CALL SIZE + 2-1/8" 5 BI-FOLD DOOR R.O. WIDTH CALL SIZE R.O. HEIGHT CALL SIZE + 5/8" NOTE: ALL TRIMMER HEIGHTS = R.O. CALL SIZE MINUS 1-1/2" REV. 1 DESCRIPTION DATE RY WALL SCHEDULE FIRE DESCRIPTION RATING LENGTH AREA EXTERIOR 2x6 - 181' - 3" 1566 SF EXTERIOR 2x SKIRTWALL - 183' - 0" 3 33 SF INTERIOR 2x3 - 12' -10" 94 SF INTERIOR 2x4 - 27' - 211 194 SF ROOF SCHEDULE AREA SCHEDULE (Gross... DESCRIPTION AREA AREA TYPE AREA ROOF F 1889 SF Gross Building Area 1771 SF OCCUPANTLOAD Occupant Name Area Occupancy Load Factor Occupants CLASSROOM A 860 SF E 20 43 CLASSROOM B 860 SF f E 20 43 86 Cdl-y OF FEDERAL CDs SAY REUSE OUMENTDOCUMENTS ��ERN SHEET DATA SCHEDULES THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE SYSTEMTHE INC.ERTY N ARE NOT BlJlLDING SYSTEMS PROJ. 28' x 64' MODULAR CLASSROOM SYSTEMS INC. AND ARE NOT MODERN BUILDING BE USED IN WHOLE OR IN PART FOR ANY OTHER USE TH PROJECT WITHOUT MODERN NBUILDl2,4 Y Er�S. INC 4"1 KC DA - FEDERAL WAIF WRITTEN AUTHORIZATION. T�yMp� tsaa7 ���agae FAx: �ao3y »s-laso VV III P.O. E= 110..1" PgRTER RORp, AUMSVILLE, OR V325 CHEGX OVT Ol1R WEB PAGE,..mvdampufe;r xyafems.ram �K400FRNBULDNGSYSTenrs.aac.2al5 ADDRESS 625 S 314TH STREET, FEDERAL WAY, WA 98003 h y r 21543 S�ONAL 2015-RN-58-1 SHE T # kX 3.3 DRW TS DATE8/5/15 HANGERS TO BE #12-1/2 GA. GALV., SOFT -ANNEALED, MILD STEEL WIRE AT 4'-0" O.C. AND MAX. 8" FROM END WALLS - ATTACHED W/ MIN. (3) TURNS TO CEILING SUSPENSION MEMBERS AND TO 114" x 3" LAG INTO BOTTOM EDGE OF ROOF JOIST. WHERE WIRES ARE SPLAYED MORE THAN 1 IN 6 OUT OF #12 TEK SCREW TO PLUMB, PROVIDE COUNTER SLOPING WIRES RAFTER #12-1/2 GA. SPLAY -WIRE BRACING IN PLANE OF EACH RUNNER. VERTICAL ANGLE = 45 DEG. ALL WIRES ATTACHED TO MAIN RUNNER. SPACE MAX. 2" FROM INTERSECTION - TYP. 1/4" DIA. x 3" LAG TO BE INSERTED PARALLEL TO 1/2" EMT CONDUIT DIRECTION OF WIRE VERT. STRUT AT SPLAY LOCATIONS (4) TIGHT TURNS - TYP. #12 TEK SCREW ° CROSS TEE MAIN TEE — 6 BEAR ON MAIN "T' 2" MAX - TYP FOR ALL BRACE WIRES 1 CEILING BRACING DETAIL 8" MAX. .— 12-1/2 GA. WIRE FIXED EDGE 6d AT 24" O.C. ACOUSTIC TILE CROSS/MAIN TEE - 1/8" DIA. RIVET 7/8" x 7/8" x 0.02" ANGLE WALL TRIM 12-1/2 GA. WIRE (2) #7 x 1-5/8" SELF TAPPING SCREWS #8 SELF -TAPPING SCREW CENTER SCREW IN SLOT ACOUSTIC TILE CROSS/MAIN TEE 8" MAX. BERC2 CLIP - 7/8" x 7/8" x 0.02 _ ANGLE WALL TRIM FLOATING EDGE CEILING GRID AT SIDE/END WALL 1 /2" = 1'-0" REV.I DESCRIPTION DATE gY 12-1/2 GA. SUPPORT WIRE AT CROSS TEE AT FLOATING END FIELD TIE WIRE TO FIELD INSTALLED CROSS TEE FLOAT THIS END CROSS TEE OF MAIN TEE RAFTERS RIDGE BEAMS 12-1/2 GA. SUPPORT WIRE AT 4'-0" O.C. ON MAIN TEE - TYP. SNAP THIS END OF CROSS TEE INTO MAIN TEE FIELD INSTALL ACOUSTIC CEILING THIS ROW ONLY 3 CEILING GRID AT MARRIAGE CEILING LAG #12 WIRE EA. SIDE - TYP. 1" MIN. SHEET METAL DUCT HANGER STRAP AS REQUIRED BY DUCT MANUFACTURER 4 DUCT SUPPORT RAFTER DUCT ? f E SEP 0 8 2015 CITY OF FEDERAL }NAY ram. CDS ,e sTss�o l�v IONAL ti REUSE OF DOCUMENTS UMENT pTHE DESIGNTHIS UMENT S ANDiNARE DE ��� SHEET DETAILS JOB# 2015-RN-58-1 SIGNS I DHER ORA7ED HERElN ARE SYSTEMTHE P WC, SYSTEMS INC. ANl7 ARE NOT TQ BE )AREN NOT TO BUILDING SYSTEMS PROJ. 28' x 64' MODULAR CLASSROOM SHEET USED IN WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOUT WRf7TEN AUTHORIZATIDN, MODERhL8UIL0lNG SYSic INC_ TE1 EpHgNE (50S) 7i4Jgh9 [5aa) 744{859 P.O. BOX 110, 9493 PORTER (\ /A KC®A FEDERAL WAY R ROFO, AVhASVILi.E, OR 87525 LFiECI[ pl3T OUR WE$ PAGE wnw.m5.0 atlembuNd'eipsyslem3.Com Ixraeuual�cV5TEMs,Wc,2o13 1! Y B ADDRESSI 625 S 314TH STREET, FEDERAL WAY_ WA 98003 DRW 4 TS DATE8/5/15 REV. I DESCRIPTION I DATE I BY U I Y Ur I-tULKAL WAY FOUNDATION PLAN CDS 3/16" = 1'-01' OF DOCUMENTS ®®ERNREUSE SHEET FOUNDATION PLAN J° THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF MODERN BUILDING AM13UILDING SYSTEMS PROJ. 2 SYSTEMS INC. AND ARE NOT TO BE $' x 64' MODULAR CLASSROOM SHEE USED IN WHOLE OR IN PART FOR ANY WAY may® OTHER USE OR PROJECT WITHOUT MODERN (SW) 7 ING SYSTEMS, INC �� DA m FEDERAL FI V A WRITTEN AUTHORIZATION. rer�toNe�saly7aaaWuFpx, (so3)7eg.agsp P.Q. BOX 110. 503 PORTER ROAD, RUM5MU-E, OR 97325 ` — — c�EsxovrauRv�ernce „w,., �d�mr,,,arra, ,mxG,m — — 625 S 314TH STREET, FEDERAL JAY, 1NA 98003 TS 1 p►aopERHBu,�iNGSYSTEM$.¢tlC.2075 ADDRESS DRW ONAL 2015-RN-58-1 100 ,TE$/5/1 5 oD M m v r II 0 w (D z a a_ C B 3 TYP. ROOF ASSEMBLY S 4.3 • ROOFING • SHEATHING (AIR BARRIER) • RAFTERS 12 • INSULATION W/BLKS 1 2 C::� • BOTTOM CLOSURE r S 4.3 r SUSPENDED ACOUSTIC CEILING TILE V W T r V r z 00 CLASS OOM B � w U TYP. FLOOR ASSEMBLY o 2 • SUBFLOOR (AIR BARRIER) S 4.3 • FLOOR JOISTS ao • INSULATION 4 • BOTTOM CLOSURE CL °0 z 2 NOTES: PER C402.4.1.2.3 BUILDING TEST. THE COMPLETED BUILDING SHALL BE TESTED AND AIR LEAKAGE RATE OF THE BUILDING ENVELOPE SHALL NOT EXCEED 0.40 CFM/SQ. FT. AT A PRESSURE DIFFERENTIAL OF 0.3 INCHES OF WATER GAUGE IN ACCORDANCE WITH ASTM E 779 OR AN EQUIVALENT METHOD APPROVED BY THE CODE OFFICIAL. THE AIR BARRIER SHALL BE CONTINUOUS FOR THE THERMAL ENVELOPE & ACROSS THE JOINTS & ASSEMBLIES. JOINTS & SEAMS SHALL BE SEALED, INCLUDING SEALING TRANSITIONS IN PLACES & CHANGES IN MATERIALS. PENETRATIONS OF THE AIR BARRIER & PATHS OF AIR LEAKAGE SHALL BE CAULKED, GASKETED, OR OTHERWISE SEALED IN A MANNER COMPATIBLE WITH THE CONSTRUCTION MATERIALS & LOCATION 1ING SECTION r► Roof /_Plate 8'-117 TYP. EXT. WALL ASSEMBLY SIDING STUDS INSULATION INTERIOR FINISH (AIR BARRIER) Fin -Floor 0'-Olt 0-Grad -2' - g" RESUBMITTED SEP 0 8 2015 CITY OF FEDERAL WAY CDS REV. DESCRIPTION f DATE BY SHEET REUSE OUMENTDOCUMENTS ®®ERN BUILDING SECTIONS THIS DOCUMENT AND THE IDEAS AND _ DESIGNS INCORPORATED HEREIN ARE SYSTEMS INC.ANNDARENOTTOTHE PROPERTY OF MODERN IBENG BUILDING SYSTEMS PROJ. 28' x 64' MODULAR CLASSROOM -- USED IN WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOUT LDE BUILDING SYA7EM5. INC. KC D /� m FEDERAL WAY I — WRITTEN AUTHORIZATION. �pHpNp�E �(gpg»;g•4yyyp,�{503}7a9-a95q e w /"� P.O. K C 1 f 0. 9+93 POiT£R �qRD, AU�.1'yZLLE, D!2 97325 i - - _ - — D"� R11sOow e nSTEMS. M. u15bWDngsystems.c�xn ADDRESS 625 S 314TH STREET. FEDERAL WAY- WA 9Rnn.1 e A. :w 21543 fiClSTE=�� 1� ZONAL VV JOB# I 2015-RN-58-1 SHEE # 3.0 DRW TS DATE8/5/15 FOUNDATION NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS. THIS STRUCTURE SHALL BE ADEQUATELY BRACED FOR WIND OR EARTHQUAKE FORCES AND TEMPORARY FORCES DURING SETTING AND ERECTION UNTIL ALL UNITS HAVE BEEN PERMANENTLY ATTACHED THERETO. REMOVE ORGANIC / SOD UNDER ALL BEARING PADS. 2. DESIGN LOADS: ROOF DEAD LOAD 12 PSF ROOF SNOW LOAD 25 PSF FLOOR DEAD LOAD 10 PSF FLOOR LIVE LOAD 50 PSF WIND LOAD Lambda = 1.0 Vult = 140 MPH (Vasd = 108 MPH) 3 SECOND GUST - EXP B SEISMIC FOUNDATION SYSTEM: Ss = 1.500 Fa = 1.000 Sds = 1.000 RISK CATEGORY II le = 1.0 SEISMIC DESIGN CATEGORY D SITE -CLASS D MAX. BEARING 1,500 PSF AT SOIL PRESSURE 3. EXCEPT AS NOTED, DIMENSION LUMBER FOR FOUNDATION SHALL BE HEM -FIR, NO. 2 & BETTER. TREATED LUMBER SHALL BE ACQ PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARD U1, USE CATEGORY UC4A, TO A MINIMUM RETENTION OF 0.40 PCT. AT PIECES IN CONTACT WITH GROUND, SAWN END GRAIN SHALL BE FIELD TREATED WITH 2% MIN. CONCENTRATION COPPER NAPHTHENATE. TREATED PLATE STOCK SHALL BE GOOD QUALITY AND SHALL NOT CONTAIN EXCESSIVE SPLITS, CHECKS OR WANE. 2 x 4 FRAMING SHALL BE HEM -FIR, STANDARD OR BETTER, TREATED 2 x 4 FRAMING SHALL MEET THE REQUIREMENTS SPECIFIED ABOVE. 4. ALL NAILS TO BE HOT DIPPED GALVANIZED AT P.T. MEMBERS 5 VENT CRAWL SPACE w/ (6) 15" SQ. METAL VENTS (MODERN STANDARD). INSTALL 6 MIL. VAPOR BARRIER ON GROUND IN ENTIRE CRAWL SPACE. LAP VAPOR BARRIER JOINTS MIN 12". 6 CONNECT STORM WATER FROM ROOF GUTTERS AND DOWNSPOUTS AND DIRECT AWAY FROM BUILDING PAD TO AN APPROVED DRAINAGE SYSTEM. 7. FOUNDATION PLANS AND DETAILS ARE NOT REVIEWED BY L&I, EXCEPT FOR THE SUITABILITY OF THE DESIGN TO SUPPORT THE MODULAR BUILDING. APPROVAL AND INSPECTION OF THE FOUNDATION SYSTEM IS THE JURISDICTION OF THE LOCAL BUILDING OFFICIAL. REV. DESCRIPTION DATE BY REUSI THIS C DESIG — THE P SYSTE USED OTHEI WRITT WEDGE/SHIM O O 15/32" T1-11 W/ 8d UJ 0 AT 6" & 12" O.C. w w 2 x 4 BACKING AT Q 24" O.C. W/ (6) 12d zW _Ix z CONT. P.T. 2 x 8 P.T. 2 x 8 x 16" CAP (2)8x8x16CMU _ 16x16x4CMU '-d12d AT 6" O.C. PIER AT2x4 LiI II I —) Ell I— P.T. 2 x 4 x 2'-0" L. W/ #5 ' i� -1 x V-6" DRIVE PIN - TYP. �1 15/32" T1-11 W/ 8d LL ❑ AT 6" & 12" O.C. 00 w0 (D i�: ❑❑ w W 2 x 4 BACKING AT Q 24" O.C. W/ (6) 12d z_W af z CONT. P.T. 2 x 8 - - (3) ROWS OF 12d AT 4" O.C. (2) #5 x 1'-6" DRIVE PINS EA. END - TYP. SIDEWALL FOOTING 3/4'1 = 1'-011 SIMPSON CS18 W/ (4) N10'S - EA. END - (2) STRAPS TOTAL AT BOTH TOP & BOTTOM C 9 4 x 8 POST 4 x4 POST + z cD P.T. 6 x 8 x V-3" L. FLAT (3) 12d TOE NAIL - TYP. `" EACH SIDE r (2) P.T. 6 x 8 x 4'-0" L. I i I I FLAT Li SEP 08 2015 CDS NDWALL COLUMN FOOTING OF FEDERAL SAY 2 3/411= 1' 011 --- N�ERN SHEET FOUNDATION NOTES & DETAILS OF DOCUMENTS OCUMENT AND THE IDEAS AND VSINCORPORATEDOFMOMODERN BUILDING BUILDING SYSTEMS 28' x 64' MODULAR CLASSROOM SIS Y MODERN BUILDING PROJ. MS INC. AND ARE NOT TO BE N WHOLE OR IN PART FOR ANY MODERN B�11,1-iiING SYSTEMS. INC. USE OR PROJECT WITHOUT M! C DA ® FEDERAL WAIT' =N AUTHORIZATION. rELePhloe,e [stla] 749.4949 FAX; (6o3) 7t5r95o '/ III P.A. SAX 110, 9AS3 PORTER RQ4.0. AVM8yALLE. OR 9732S CHMODERN o3Na SYST MSANC�0 5'�M� 'oms.rAm ADDRESS 625 S 314TH STREET, FEDERAL WAY, WA 98003 DRW TS A. A 21543 �e rsT�eF. Gti ONAL 5� JOB# 2015-RN-58-1 SHEET # 4.0 DATES/5/15 SIMPSON CS18 W/ (4 N10'S EA. END - (4) Ti AT BOTH TOP & BOT (2) DF #2, 6 x 10 x 3-6 (6) P.T. 4 x 8 x 4'-0" L. (3) 12d TOE NAIL - TY EACH SIDE COLUMN FOOTING �f 3/411 = 1'-011 (2) 12d TOE NAIL EA. SIDE - TYP. WEDGE/ SHIM 16 x 16 x 4 CMU PIER OR P.T. 2 x 12 x 24" L. — 4x8DF#2 P.T. 2 x 8 x 16" L. _z CAP 8x8x16CMU ►STS WEDGE/ SHIM 16 x 16 x 4 CMU PIER OR P.T. 2 x 12 x 24" L -- (2) 12d TOE NAIL TYP. EA. SIDE z P.T. 2 x 8 x 16" L CAP m (2)8x8x16CMU MARRIAGE LINE FOOTING 3�/411 = 1'-01' lit (2) 12d TOE NAIL `� 4 x 8 DF #2 EACH SIDE z (2) 6d DUPLEX OR (2) N10 16 x 16 x 4 CMU PIER `° 6000# PRE-FAB OR P.T. 2 x 12 x 24" L. METAL PIER 11-111 SUl_r_rFD SEP 0 8 2015 MID -SPAN FOOTING 4 ALTERNATE MID -SPAN FOOTING CITY OF FEDERAL WAy 3/4" = 1'-011 �- CDS REV. DESCRIPTION DATE BY SHEET FOUNDATION DETAILS REUSE OF DOCUMENTS GNS INCORPORATED HEREIN E M1010ERN THIS DOCUMENT AND THE IDEAS AND TTHEI ROPERTYOFMODERNBUI DINGBUILDING SYSTEMS PROJ. 28' x 64' MODULAR CLASSROOM SYSTEMS INC. AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY MODERN BUILDING SYSTEMS. INC, OTHER USE OR PROJECT WITHOUT �� ®A e F E D E RA L WAY WRITTEN AUTHORIZATION- TELEPHONE: (503) 744-48{9 FAX: (503) 749-0950 f � P.OIII . BOX 110, 9493 PORTER ROAD, AUMSVILLE, OR 97325 . II OI1MO ERRN9UILDINGSYSTEMS,U*G.20 Sbuildingsyslemscom ADDRESS 625 S 314TH STREET, FEDERAL WAY, WA 98003 j DRw TS A.] C WA 21543 �� ilk 9e 1ST R� � 4� SS�ONAL � JOB# 2015-RN-58-1 SHEET # 41 bATE8/5/15 15/32" T1-11 W/ 8d AT 6" & 12" O.C. w 0 WEDGE/SHIM 0 0 w 2 x 4 BACKING AT 0 Q 24" O.C. W/ (6) 12d z_w of z CONT. P.T. 2 x 8 12d AT 6" O.C. AT2x4 P.T. 2 x 4 x 2'-0" L- W/ #5 x 1'-6" DRIVE PIN - TYP. REV.' DESCRIPTION FLOOR JOIST SUPPORT BEAM P.T. 2 x 8 x 16" CAP 8x8x16CMU 16x16x4CMU PIER i li II II 1 ENDWALL FOOTING AT BEAM 3/4" ENDWALL DBL. JOIST - ENDWALL OFFSET RIM GALV. STRAP aD r CMU PIER BELOW L.V.L. RIM OFFSET RIM JOIST 2 x 8 BLOCK JOIST 2 x 8 B � FkgIkyil ;ALV. STRAP BL. ENDWALL RIM FFSET RIM 3 TIE —DOWN AT MARRIAGE 3/4" = 1'-0" m = i f 1' - 6" - - I' r� i 0 GALV. STRAP �--I I mil I i--� i -[ -- TIE—DOWN AT CORNER 3/4" = 1'-0" DATE BY _ 1-1/4" x 0.035 GALV. STRAP W/ BUCKLE LOOPED AROUND L.V.L. - 5/8" DIA. STRAP BOLT 3/4" DIA x 30" w/ 4" DBL HELIX AUGER ANCHOR: MMA-6, 4430-DH, 3/4. (DRIVE IN GROUND AT 45 DEG TO ALIGN w/ STRAP. DRAW STRAP TIGHT & LOCK BOLT.) AT SOIL OR MINUTE -MAN MMA-35AW_xDFiJ� 36" CROSS -DRIVE ANCHOR AT`' -D ASPHALT 4 TIE DOWN STRAP 3/4" = 1'-0" SEP 08 2015 cm OF CDs RAL WAY SHEET FOUNDATION DETAILS REUSE OF DOCUMENTS ADDERN THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF MODERN BUILDING BUILDING SYSTEMS PROJ. 2$' x 64' MODULAR CLASSROOM SYSTEMS INC. AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY ^ OTHER USE OR PROJECT WITHOUT MODERN BUILDING 9.4 SYSTEMS FA. INC,KI D ® ® FEDERAL WAIF WRITTEN AUTHORIZATION. rEu�awe(spa}Ta9�a9e8�AX;(spa)z4aassa iii���!lIAAA o e III P-01 am I 1p, 449a PORTER RQ40. RLIM5VILLE. OP. W325 CHECKOUT WOEROt1R NO: YS E;AS. modamNC-20%5 leinpsysirmacnm 625 S 314TH STRFFT FFI�FRAI XAIAY IAIA QRnnl �1 M1540ERN 6[11C471HG SYS7'EfAS, WC-2pf5 ADDRESS DRW TS 2,543 w st �� 4 10NAL JOB# ++ 2015—RN-58-1 SHEET # 4.2 DATES/5/15 SIMP. CS18 W/ (5) N10'S OR (5) 12d'S EA. END AT 4'-0" O.C. ROOFING (2) 1-1/2" DIA. VENT HOLES SCREENED PER RAFTER BAY -ROOF SHEATHING 2 x 4 RIMS W/ 4 x 4 OUTLOOKERS INSULATION W/ FS-25 AT 4'-0" W/ (4) 12D SCREWSANKS END NAIL EACH END 6tv 2 x 4 DF #2 W/ (4) 12d EACH END AT 24" O.C. 12d SCREWSANK AT 8" O.C. FASCIA -- -- TRIM -- 2 x RIM JOIST W/ (3)12d END NAIL TO EA. RAFTER 9INSULATION BLOCK 4'-0" MIN. PLATE SPLICE ACOUSTIC CEILING TILE W/ (12) 12d EA. END - TYP. 'Z' METAL &BLOCKING AT SIDING BEVEL BLOCK JOINTS (WHERE OCCURS) 12d AT 24" O.C. STUD W/ INSULATION - 12d AT 6" O.C. SIDING — INTERIOR FINISH SIDEWALL EAVE DETAIL 1 " = 1'-0" SIDING STUDS W/ INTERIOR FINISH INSULATIONT. 8d BOX NAILS SUBFLOOR AT 6" O.C. RIDGE VENT 2 x 2 FILLER x 9" L. AT 24" O.C. W/ 1-2d EA. END ROOFING RAFTERS —, INSULATION W/ j FS-25 U t INSULATION BLOCK — (6) 5/8" DIA. M.B.'s OR THR'D ROD W/ NUTS AND WASHERS AS SHOWN ON FLOOR PLAN HOLD PLYWOOD & ROOFING 7/8" BACK FROM EA. SIDE OF RIDGE CONT. BUTYL STRIP RIDGE BEAM TO END RAFTER 3 CONNECTION SEE DETAIL S 4.1 2 x4 DF #2 LEDGER W/ (5) 12d AT RAFTER AND (3) 12d EA. END AT BUTT JOINTS - TYP RIDGE BEAM FIELD INSTALL ACOUSTIC CEILING THIS ROW ONLY 3 ROOF MARRIAGE DETAIL 1" = 1'-0" 5/8" THREADED ROD W/ WASHERS AT 6'-0" O.C. & +/- 2'-0" FROM ENDS (ADJUST SPACING AS REQ'D TO AVOID JOISTS) SUBFLOOR Z METAL FLOOR JOIST SIMP. LU26W/ 6 OFFSET RIM N10'S TO RIM & (4) I. f •ED INSULATION '/7 N10'S TO JOIST RIM JOIST INSULATION W/ FS-25 FS-25 �� N- R,qs ��. SIMP. LU26 W/(6) N10'S - -RIM JOIST 01 aF x�s� cod, TO RIM & (4) N10-S TO JOIST CITY OF FEDERAL v yr• CDS WAY-- SIDEWALL FLOOR DETAIL FLOOR MARRIAGE DETAIL 2 �r � 1" = 1'-011 4 0 21543 r. W�+7 SS1ONAL ECG REV. DESCRIPTION DATE BY SHEET DETAILS JOB# REUSE OF DOCUMENTS O �� THIS DOCUMENT AND THE IDEAS AND 2015-RN-58-1 DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF MODERN BUILDING BUILDING SYSTEMS PROJ. SYSTEMS INC. AND ARE NOT TO BE 2$' x 64' MODULAR CLASSROOM SHEET USED IN WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOUT MODERN BUILDING SYSTEMS. INC KC D /�/`� m FEDERAL WAY 111 4.3 WRITTEN AUTHORIZATION. •r>wtEPxor�E: (�) 74aaas iFpx; (503) 7SaS950 P.D. Box 110. 9693 POSE, RO+1o, RUMS)AUE, OR 97325 CHECK OUT OUR WEB PPGE:vw�y,mWemt dv�gsy51em5-com 8/5/15 �S.WDERN BU Loa3GSAM1S YSTE, m+c.2015 ADDRESS 625 S 314TH STREET, FEDERAL WAY, WA 98003 DRW T�' DATE NOTCH SIDING & RIM AT OUTLOOKERS ROOF SHEATHING (2) LAYERS AT EXPOSED (3) 12d SCREWSHANK BARGE ----- _ 2 x 4 DF #2 SUB -BARGE 2 x 6 DF #2 OUTLOOKER FLAT AT 48" O.C. 1/2" OUTLOOKER TRIM - SIDING _ (3) 12d SCREWSHANK - OUTLOOKER TO RAFTER ROOFING r) GABLE END DETAIL 111 = 1'-011 SIDING STUDS W/ INSULATION 8d BOX NAILS AT 6" O.C. Z METAL OFFSET RIM — DBL. END JOIST REV.I DESCRIPTION M ENDWALL FLOOR DETAIL 1�" = 1'-0" DATE - (3) 12d - RAFTERS INSULATION - - - BLOCK INSULATION W/ FS-25 VAPOR BARRIER STUDS W/ INSULATION & FS-25 ABOVE CEILING INTERIOR FINISH 2x BLOCKING AT 4'-0" O.C. SUBFLOOR INSULATION W/ FS-25 SIMPSON CS18 W/ (4) N10'S EA('u END - TYP. END RAFTEF RIDGE BEAM 3 PLAN VIEW AT CHORD TIE 1 = 1 -0 SUPPLY AIR DUCT 5/8" GYP. BD. 24 GA. S HT. h GYP. BD. (4) INSULATION I WALL AT PLE FS-25 VAPOR 2x3STUDS F AT 24" O.C. 5/8" GYP. BD. SIDES AND FL RETURN AIR GRILLE - 6" A.I TO BOTTOM cm Ij S LENUM DETAIL OF FEDERAL WAY 4 L = 1'-0" Cps BY SHEET REUSE OF DOCUMENTS 0AC313ERN THIS DOCUMENT AND THE IDEAS AND DETAILS DESIGNS INCORPORATED HEREIN ARE SYSTEM- THE INC. AN ARE NOT MODERN BL11LDil�G SYSTEMS PROJ. 28' x 64' MODULAR CLASSROOM SYSTEMS INC. AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOUT MODERN BUILDING SYSTEMSS, 4 41 K� ®A E ®E L WAY I I I WRITTEN AUTHORIZATION �'�,gP�.�pkE �r�y� 749-49gg F?JC [5R317441930 PA. BOY 710, 4443 FOitTER R64p, r-NRNOUR E2RlJ$YMgOyR 9e7scm�Ea t"VS.N 01 ADDRESS 625 S 314TH STREET, FEDERAL WAY, WA 98003 DRW TS SIMP. CS18 W/ (5) N10'S EA. END - TYP. EA. CORNER JOB* �015-RN-58-1 SHEE S94.4 { DATE8/5/15 RAFTER W/ (4) 12d E.N. TO L.V.L. RIDGE BEAM -. TO COL. W/ (4) CS18 W/ (6) N' EACH END (3) 12d AT 8" O. SIMPSON A34 % N8'S EACH LEC 12d AT 6" O.C. STAGGERED 4x6DF#2 COLUMN - TYP. CS18 W/ (6) N1( EACH END FULL BEARING (RIM i. OR BLOCKS) T END WALL COLUMN DETAIL _ REV. DESCRIPTION DATE i - 2" 1" n 1" WELD -TYP. LEDGER RIDGE BEAM - ATTACH TO COL. W/ (2) 3/4" DIA. CARRIAGE BOLTS SIMPSON CS18 W/ (4) N10's EACH END RIDGE BEAM TO BRACE 3/16" x 6" x 9" L. PLATE - WELD TO - BEARING PLATE 3/4" x 3" x 9" STEEL BEARING PLATE SIMPSON CS18 W/ (4) N10's AT WALL PLATE 3" x 3" x 3/16" TUBE STEEL COLUMN _ (ASTM A500 GRADE B Fy = 46 KSI) - TYP. 20 GA. x 2" x 12" STRAP W/ (12) N10'S 3/4" x 3" x 9" STEEL BEARING PLATE W/ (4) 16d FULL BEARING (RIM OR BLOCKS) RAFTER W/ (4) 12d E.N. TO L.V.L. B A (4) 12d 2x4 2 x 4 x 30" BRACE AT 1 st & 3rd RAFTER EA. SIDE OF COLUMN o 7/8" DIA. HOLE - TYR [a' L.V.L. (LEDGER/BACKING) 1-1 /2" x 24" LONG W/ (3) ROWS OF 12d AT 6" O.C. STAGGERED (12 NAILS MIN.) 2x4 —1 1/4" -- a TYP. Tji U O i SECTION A PLAN VIEW TOP OF FIN. -FLOOR NOTE: OVERALL COLUMN HEIGHT = 9'-0 7/8" (W/ PLATES) TOTAL NO. OF COLUMNS REQ'D = 2 {, -.ENTER COLUMN DETAIL '_ / 1 /211 = 1'-011 3/16" 0 TYP SCALE: 1" = V-0" =L CLIP SCALE: 1" = V-0" SEP 0 8 201 O A A3" C'T1' OF FEDERAL 11/AY CD 21543 V /.Y 1STEll 1� �SSfONAL G BY REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND SHEET DETAILS DESIGNS INCORPORATED HEREIN ARE AUDERN THE PROPERTY OF MODERN BUILDING BUILDING SYSTEMS PROD- 2$' x 64' MODULAR CLASSROOM SYSTEMS INC. AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOUT WRITTEN AUTHORIZATION. MODERN BUI DING SYSTEMS. INC 7ELFPiipTjE: (S03) 7eg..e54s FA%: {Su317ss-4eso KC DA o FEDERAL WAY III P-Q, SOX 110, SM PORTER ROAD. AlJl,ShlUE, OR 9i325 — �LMEWMER NBU�INGSnTEWa MS INC ;dQmhmWing5y5tems.Wm ADDRESS 625 S 314TH STREET, FEDERAL WAY, WA 98003 JOB# 2015-RN-58-1 SHEE # 4.5 DRW TS ATE8/5/15 ELECTRICAL SYMBOLS LEGEND FU2' x 2' LED LAY -IN FIXTURE DL-P = DAYLIGHT ZONE - PRIMARY ( AUDIO / VISUAL FIRE ALARM (RACEWAY ONLY) DL-S = DAYLIGHT ZONE - SECONDARY +86" TO CENTERLINE MANUAL PULL STATION (RACEWAY ONLY) WALL MOUNTED LED LIGHT FIXTURE +86" A.F.F. +45" TO CENTERLINE PC = PHOTOCELL WP = WEATHERPROOF VISUAL ALARM (RACEWAY ONLY) +82" TO CENTERLINE E = EMERGENCY LIGHT W/ BATTERY BACK-UP CEILING MOUNTED EXIT LIGHT W/ BATTERY BACK-UP PD FIRE ALARM HEAT DETECTOR - CEILING MOUNTED TO BOTTOM SIDE OF ROOF AT HIGHEST POINT OF THE PEAK AUTOMATIC DAYLIGHT SENSING CONTROL 5a FIRE ALARM SMOKE DETECTOR - CEILING MOUNTED DUPLEX RECEPTACLE +17" A.F.F. (U.N.O.) �B INTRUSION SYSTEM GLASS BREAK DETECTOR GFI = GROUND FAULT INTERRUPTER WP = IN USE WEATHERPROOF COVER a INTRUSION ALARM DOOR CONTACT - PROVIDE 3/4" HOLE WR = WATER RESISTANT RECEPTACLE IN TOP OF DOOR FRAME FOR DOOR CONTACT AND (1) CLG = CEILING MOUNTED 3/4" CONDUIT FROM TOP OF DOOR FRAME TO 2 GANG JUNCTION BOX ABOVE CEILING QUADPLEX RECEPTACLE, MOUNT IN IDF ENCLOSURE rAV A/V LOCATION -PROVIDE RACO 260 BACKBOX W/ MOM 1-1/2" CONDUIT TO ABOVE CEILING, MOUNT TOP $ MOMENTARY TOGGLE SWITCH OF BOX +20" A.F.F. PP LIGHTING POWER PACK INTERCOM/CLOCK SPEAKER - PROVIDE SINGLE GANG BACKBOX W/ 3/4" CONDUIT TO ABOVE CEILING, J MOUNT TOP OF BOX +82" A.F.F. JUNCTION BOX O THERMOSTAT +48" A.F.F. TO TOP OF CONTROLS �APS FIRE ALARM POWER SUPPLY PHONE/DATA BOX - 4S BACKBOX W/ SINGLE GANG WAP TELECOMMUNICATIONS WIRELESS ACCESS POINT - MUD RING W/ 1" CONDUIT UP, MOUNT TOP OF CEILING MOUNTED BOX +20" A. F. F. DISCONNECT REV. I DESCRIPTION ELECTRICAL NOTES 1. CONDUIT SHALL BE ELECTRICAL METALLIC TUBING AND METAL CLAD CABLE 2. EXTERIOR RECEPTACLES SHALL BE WEATHER RESISTANT TYPE W/ IN USE WEATHERPROOF COVER 3. FLUORESCENT LUMINAIRES WITH DOUBLE ENDED LAMPS THAT CAN BE SERVICED IN PLACE AND SHALL HAVE AN INTERNAL OR EXTERNAL DISCONNECT PER NEC 410.130G 4. BUILDING SERVICE SHALL BE SERVED BY ONLY ONE SERVICE OR FEEDER PER NEC 225.30 & 230.2 5. SERVICE OR FEEDER DISCONNECT SHALL BE INSTALLED PER NEC 230.70. FOR BUILDINGS IN THE STATE OF WASHINGTON SERVICE OR FEEDER DISCONNECT SHALL BE INSTALLED PER WAC 296-4613-230 6. PERMANENT MEANS OF LOCKING OUT DISCONNECT TO MECHANICAL UNIT(S) SHALL BE PROVIDED PER NEC 424.19 7. PERMANENT MEANS OF LOCKING OUT DISCONNECT TO WATER HEATER(S) SHALL BE PROVIDED PER NEC 422.31(B) 8. GASKET ALL EXTERIOR WALL BOX PLATE COVERS 9. PER NEC 110.26D, ILLUMINATION FOR PANEL BOARDS, SWITCHBOARDS, AND SERVICE EQUIPMENT SHALL NOT BE CONTROLLED BY AUTOMATIC MEANS ONLY. A MANUAL MEANS TO BYPASS THE AUTOMATIC CONTROL IS REQUIRED. 10.PER NEC 406.9(B)(1) 15 AND 20 AMP RECEPTACLES INSTALLED IN WET LOCATION SHALL HAVE AN ENCLOSURE THAT WEATHERPROOF WHETHER OR NOT THE ATTACHMENT PLUG CAP IS INSERTED. AN OUTLET BOX HOOD INSTALLED FOR THIS PURPOSE SHALL BE LISTED AND SHALL BE IDENTIFIED AS "EXTRA DUTY". RECEPTACLES SHALL BE LISTED AS WEATHER -RESISTANT TYPE. 11.PER NEC 110.26, WORKING SPACE FOR EQUIPMENT OPERATING AT 600 VOLTS, NOMINAL, OR LESS TO GROUND AND LIKELY TO REQUIRE EXAMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE WHILE ENERGIZED SHALL COMPLY WITH THE DIMENSIONS OF 110.26(A)(1), (A)(2), AND (A)(3) 12.PER WAC296-4613-760 DEVICE AND JUNCTION BOXES FOR FIRE ALARM SYSTEMS OTHER THAN SURFACE RACEWAY TYPE MUST BE SUBSTANTIALLY RED IN COLOR BOTH INSIDE AND OUTSIDE. POWER LIMITED FIRE PROTECTIVE SIGNALING CIRCUIT CONDUCTORS MUST BE DURABLY AND PLAINLY MARKED IN OR ON NCT OR.. THER ENCLOSURES TO INDICATE THAT IT IS POV*.l MrrpI ECTIVE SIGNALING CIRCUIT. SEP 0 8 2015 CITY OF FEDERAL WAY CDS DATE BY SHEET ELECTRICAL LEGEND & NOTES REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE - THE PROPERTY OF MODERN BUILDINGMODERN BUILDING SYSTEMS PROJ. 2$' x 64' MODULAR CLASSROOM SYSTEMS INC. AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOUT r'4ODERN Bt IILpj�M5 INC_. WAY WRITTEN AUTHORIZATION. TELEPHONE (�) 7494940 FAK, (603)749,4w KC DA ® FEDERAL !9 V AY III P.O. BOX 110, --- - - - - i49W,N,gl.5 CHECKOUTOR - - - - - - ®MaoP�NBu�Lolk�srs�rrs,mic,xo�s ADDRESS 625 S 314TH STREET, FEDERAL 1PIAY, WA 98003 P k 21543 � ISTER 11 f ONAL E'tG- JOB# 2015-RN-58-1 SHEETI 1. I- 0. 9 1 DRW "5 S I DATE$/5/1 F [j L40 REV.I DESCRIPTION 1 LIGHTING PLAN NOTES OCCUPANCY SENSOR(S) IN EACH ROOM WILL BE WIRED TO CONTROL ALL LIGHT FIXTURES IN THAT ROOM. 2 LIGHT WIRING AS SHOWN IS FOR GENERAL CONTROL CLARIFICATION ONLY. ACTUAL WIRING FOR CONTROLS (I.E.: SWITCHES, OCCUPANCY SENSORS AND DAYLIGHT SENSORS) SHALL BE PER CONTROL MANUFACTURER'S SPECIFICATIONS AND AS NECESSARY TO MEET THE CODE REQUIREMENTS FOR EACH CONTROL AND THE LIGHT FIXTURES i CONNECTED TO IT. Al Al IF7 _ A3 A3 I _ -Eli — I _ - Al i r Al A3 1 - - _ _ --- _ _ I A3 ! Ll -- Ir Al A3 r A3 rA3L Al Al A3 A3 Al ' Cl�ASS O A M CL IkSSROO B , <� { f pp 1 I PI' � J ff r / ►, DL-P I ► `� ,' DL-P ► I __ r ► Al Al Al J ~ _ Al A3 A3-, A3 A3 r Al — r 'lE _ _ Al _ J _ - -'N - `�~ i41® ZAP Al _ - --- WP/P�/E RESUBMITTED .{ LIGHTING PLAN SEP 0 8 2015 I �J 311611 = 1'-011 CITY OF FEDERAL WAY CDS DATE BY SHEET LIGHTING PLAN REUSE OF DOCUMENTS®IDE R N THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF MODERN BUILDING BUILDING SYSTEMS PROJ. 2$' x 64' MODULAR CLASSROOM SYSTEMS INC. AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOUT MQOEyNE. BUILDING 5YS7FTgS_ 494 KC DA - P E D E RA L WAY I WRITTEN AUTHORIZATION. �,,EPyoniE:(w�y7aaa9as�,ytt5o3)7se.+ysa P-O. sox 110. 9a93 PaRTER RORO, F11hiSVILLE. OH 97325 (D PhOD R WJ DING sY E VCO15mmpyvp a"' ADDRESS 625 S 314TH STREET, FEDERAL WAY, WA 93003 DR W TS T WPIPC A3 A• ��7� k �15T Elo 1�• SSf ar+A►. e?G JOB# I 2015-RN-58-1 SHE-4# 2.0 ATE$/5/15 MAIN LASTRIBUTION PANEL PANEL A MOUNTING Recessed PROJECT NO: 2015-RN-58-1 DATE: 8/5/15 Load Name ng - Classroom A Exterior Receptacles eceptacles - Classroom A 'eceptacle - Classroom A eceptacles -Classroom B eceptacle - Classroom B Quad Receptacle - IDF Rating ' Circuit Number Number Poles 20 A Al 1 20 A A3 1 20 A A5 1 20 A A7 1 20 A A9 1 20A All 1 20 A A13 1 20A 1 4A1 A B 445 VA 6600 VA 433 VA 6600 VA 360 VA 3120 VA 900 VA 3120 VA 720 VA 6600 VA 900 VA 6600 VA 720 VA 3120 VA . 360 VA 3120 VA Number of Circuit Poles Number Rating Load Name 2 A2 60 A HVAC - Classroom A - A4 30 A A8A10 NA6 60A Al2A14 MCIassroom 30A A16 - A18 A20 A22 A24 NOTE: EMT CONDUIT SHALL NOT BE USED WITH UNFUSED CONDUCTORS INSIDE BUILDING LINES FIELD VERIFY AIC RATING REQUIREMENTS BUILDING / SERVICE DISCONNECTING MEANS MUST BE LOCATED ON OR WITHIN 15 FEET OF THE BUILDING AND MUST HAVE LABEL IDENTIFYING ITS FUNCTION AS THE BUILDING DISCONNECT PER WAG 296-46B 225 GROUNDING TO BE IN ACCORDANCE TO NEC 250 BUSS SIZE TOTAL PANEL VA= 200 43718 VA 182 A =TOTAL PANEL AMPS (BY MODERN) MAIN BREAKER A 200 A VOLTAGE 120/240 Single PHASE 1 ITEM CONNECTED LOAD DEMAND FACTOR CALCULATED LOAD LIGHTS (BY OTHERS) 200 AMP 878 VA 125.00% 1098W - -- --- - - - - -- MAIN BREAKER SIGN CIRCUIT (3) 3/0 THWN RECEPTACLE 3600 VA 100.00% 0 W 3600 W _. - 2" PVC CONDUIT 120/240V DED. RECEPTACLE 360 VA ° 100.00% 360 W SINGLE PH. MOTORS & COMPRESSORS EXHAUST FAN LARGEST MOTOR HEATING & A/C (Per Mfg's Specs) TOTAL HEAT & A/C LOAD MISCELLANEOUS WATER HEATER CONNECTED LOAD TOTAL VA = TOTAL AMPS = REV. � DESCRIPTION 38880 VA 100.00% 0W 0W 38880 W 0W CALCULATED LOAD 43718 VA TOTAL VA = 43938 VA 182 A TOTAL AMPS = 183 A ONE -LINE DIAGRAM #4 CU GROUND *BOND STEEL FRAMING NO SCALE RESUBMITTED N. RA tirtj °F MAS SEP 0 8 2015 V z r CITY OF FEDERAL WAy All CDS SS�ONAL �, G DATE BY FRO T REUSE OF DOCUMENTS ®FERN ELEC. PANELS &LOAD CALCS. THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF MODERN BUILDING BUILDING SYSTEMS SYSTEMSINC.ANDARENOTTOBE 28 x 64 MODULAR CLASSROOM USED IN WHOLE OR IN PART FOR ANY , OTHER USE OR PROJECT WITHOUT MODERN BUILDING SYSTEM,, . INC �� ®A oFEDERAL WAY /�' A� WRITTEN AUTHORIZATION. TB.EcrioNe (s03) 7aeasas FAX! 4s°s) 7aa-�95p P-0. BOX 110, 94S3 PORTER ROAD, AUMSVALLE. OR W325 CHECK OLYf OLIR V4�B PAG)w•...:.:�,m°gpmnu9llhgyyy7nmg.qpm �- �r�u�rurBunnwcsrsTElws,><vc,zws ADDRESS�625 S 314TH STREET, FEDERAL WAY, WA 98003 i DRW JOB# 2015-RN-58-1 SHEET 3.0 DATES/5/15 MECHANICAL NOTES 1. MECHANICAL UNIT: (2) 3.0 TON WALL HUNG HEAT PUMP WITH 10 kW ELECTRICAL HEAT AND ECONOMIZER 2. EXHAUST FAN: NONE 3. CONTROLS: THERMOSTAT: HONEYWELLT7350 DCV/OCCUPANCY SENSOR: OCCUPANCY SENSING THERMOSTAT 4. DUCTWORK: MATERIAL: 1" FIBERGLASS (R-4.3) W/ 26 GA. SHEET METAL ROUNDS AND FLEX DUCT ROUNDS AT DIFFUSERS INSULATING AND SEALING: DUCTWORK TO BE INSULATED AND SEALED PER OEESC 503.2.7 & WSEC C403.2.7. CONSTRUCTION: DUCTWORK TO BE CONSTRUCTED AS LOW PRESSURE DUCT SYSTEM PER OEESC 503.2.7.1.1 AND WSEC C403.2.7.3.1 5. VOLUME DAMPERS: PROVIDE VOLUME DAMPERS TO CONTROL AIRFLOW AT EACH DIFFUSER OUTSIDE AIR CALCULATION MECHANICAL UNIT A: CLASSROOM (30 OCC)(10 CFM) = 300 AREA FACTOR(860 SF)(.12 CFM) = 104 TOTAL = 404 CFM MINIMUM OUTSIDE AIR FOR = 104 CFM UNOCCUPIED BUILDING HVAC SYMBOL LEGEND ® 2' x 2' LAY -IN SUPPLY DIFFUSER FLEX DUCT THERMOSTAT +48" A.F.F. TO TOP OF CONTROLS MECHANICAL UNIT B : CLASSROOM (30 OCC)(10 CFM) AREA FACTOR(860 SF)(.12 CFM) = 300 RE-.:�UBMITTED = 104 l N. RA TOTAL = 404 CFM �t�`Sti0F was MINIMUM OUTSIDE AIR FOR = 104 CFM SEP 0 8 2015 ',a UNOCCUPIED BUILDING CITY OF FEDERAL WAY CDS a 21543 tC� f5T£ $�S! ONALrG REV- i DESCRIPTION DATE BY SHEET — — REUSE OF DOCUMENTS HVAC NOTES & LEGEND JOB# 2015-RN-58-1 DOCUMENT THE DEEINAR DDERN — DNIGNCUMENTARATEDD DESIGNS INCORPORATED HEREIN ARE — THE PROPERTY OF MODERN BUILDING SYSTEMS INC. AND ARE NOT TO BE BUILDING SYSTEMS PROD- 28' x 64' MODULAR CLASSROOM SHEE # USED IN WHOLE OR IN PART FOR ANY OTHER USE OR PROJECT WITHOUT WRITTEN AUTHORIZATION. MODERN BUILDING SYSTEMS. INC TELEPHONE: (503) 704949 FAX: ") 749�45j5o KC DA ® FEDERAL WAY III 0. 1 �� . .. CliEC LIT O[1R":B PAVE-, wtii modem64wrclgaystema.00m HMOMRNOULDINGSYSTEMS. NC- Yp75 ADDRESS 625 S 314TH STREET, FEDERAL WAY, WA 98003 LRW TS � DATE$[5/15 28"xf SHT N COLL) 1100 C 30" x 1 WALL TYP. REV. DESCRIPTION DATE BY REUSE OF DO THIS DOCUME DESIGNS INCC THE PROPERI SYSTEMS INC. USED IN WHOI OTHER USE 0 WRITTEN ALITI 1 HVAC PLAN_ CITY OF FEDERAL WAY CDs ODERN SHEET HVAC PLAN ;UMENTS VTAND THE IDEAS AND RPORATED HEREIN ARE AND ARE NOTTOY OF MODERN IBEING BUILDING SYSTEMS PROJ. 28' x 64' MODULAR CLASSROOM E OR IN PART FOR ANY R ,,/1`, I PROJECT WITHOUT ELeMODERN BUILDING SYCTFl0S INC �� ®A o FEDERAL !/�! L WAY A� I I I IORIZATION. TELEp}1pNE ($03) 7<y-aaa9 Fnx; (5o3j T49.•fpsa N.O. BOX 7 to, 903 PORTER ROAD. AUMS� UX. OR 97325 ._ .. _— _— CFiECKOVf OUR WEB PAL+�www.mpeunhuBehg52s1ems.cam � gnAODuBuuoil�csrsre�s,wc.2ais ADDRESS 625 S 314TH STREET, FEDERAL WAY, VVA 98003 DRW TS .CH IT B A RA �F WASy" +Y Td C s`S'IONAI, JOB 2015-RN-58-1 SHEEJ # 1®0 DATES/5/15 Sir F '77771 IM ELL .......... ........... AHBL #128 N: 120190.6041 E** 12701926029 ELEV: 434.77 437.63 434.43 sum L E TREES CODE BOTANICAL NAME COMMON NAME CONT QTY TB THUJA OCCIDENTALIS'*SMARAGD" EMERALD GREEN ARBORVITAE 6% MIN. HT, 37 SHRUBS CODE BOTANICAL NAME COMMON NAME: CONT QTY 01 VC VIBURNUM TINUS NCOMPACTUM' VIBURNUM 1 GAL (##1 29 GROUND COVERS CODE BOTANICAL NAME COMMON NAME CONT SPACING QTY arNsrsirwtwrr AE ARCTOSTAPHYLOS UVA-URSI ' EMERALD CARPETN EMERALD CARPET MANZANITA 4" POT 12 0. C. 300 hh xx ti iy . . . . . ... . 1%now what's beo% I Ow. 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EXISTING IMPERVIOUS AREA.- 142,471 SF, EXISTING PERVIOUS AREA: 2207800 SF A DEVELOPED IMPERVIOUS AREA: 1477461 $F DEVELOPED PERVIOUS AREA: 215,810 SF NEW IMPERVIOUS AREA: 41990 SF z GRAPHIC SCALE 0 5 10 20 if# = 10 FEET rf Sr C7 ;?�, VON E MINE` Cy wW MTV TACOMA - SEATTLE - SPOKAI`E TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB FEDERAL WAY 0 in* Igsu!g um"ba' AT I W" %I'Lmn U I TTA L M A W,4 Sill, T N0110E ALMATION OF M DOMMT SKI. INVALIDATE THE PRWESSIONAL SEAL AND SIGNAVRE. MUM OF INS DOWMENT DOES NOT DOWN FROM KSERM 0*0SHIP RIGHTS IN IT. IIHIS DOMENT IS FOR USE ONLY FOR THE PROJECT ODOM IN THE TITLE SIM AND IS NOT TO BE USEI) FOR REPAIR. WMEI. OR AM" 10 THAT PROJECT OR FOR MY OTHER PROJECT. 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M a OR � I A I w w a !,%`now wha"s btelow - 9 C dAv& I I before you dig. 1111;11= 11 I �, ,�1111 11, "'I'll'' 11 1,11-1 �,�i� ,,, I 1 -',, 11, I'�'ll"''I'll"�,,�",�,�,,�'I'l�,,�,, Ill: 1,11�1�j,11,11,11,11, .... ,,, ,,, - DATE: September 8,2015 FILENAME: Q:\2015\2150237\10-CIV\CAD\2150237-SH-COVR.dwg No a w a 10 a 0 1 M, � - 11 TATI&I - 0 1 1 1 � , , � I 1 1 , , �, "I � 1 , ,V", k , 1, I I" . �, 111111,11111imi i ,� � I �, � : ,,, � "I'', , & � - I 11 I �, I I I 11 11 I'll, .1-1 - I I'll, I "I 11 I 11 � ; , — I I I I I I I w v "I - - - � I I - � we � �,� ��, ','�': ," �,,� IA �11�,,�11)1,1, , I "', , `�`iii��11 1� 1� I , � "I , ,, dkl ;�, � ��, � � I � �� ; , , :�L�,' , � � 11, ,,, �,,� 1�1 1�, ; ", � ,�� "I , ": , iI � I , � " - , , , -, 11 11 � I "I "I f I JJJ1 "I "I I I I I I 11 I - I - � I 11 I I � I 11 . � I I I 11 a ,a IS M "I i I I'll, - I ft I v r - - w a - IN a "I AIL — . - - TEMPORA'mh RY BENCHMARKS ABHL #128 REBAR AND CAP I N: 120190.6041 E: 1270192.6029 ELEV: 434.77 ABHL #131 NAIL AND WASHER N: 120196.3852 E: 1270338.261 0 ELEV: 435.81 a w^ � � soft &O Nu1Nhh:Fv � , �:,I� ,, �� , � '�, ,,� "I" ;1 IV , , , '1� � , 0� 1 ,� I ��,,, ,� ,,�,, 1, �,4 I I 1, � I , 11 '�'ff�,',, �' �� " �, ,, �'� ', ", �, 1, , , I "I , , "k "'v �� i I ,,, ,,�,�, I � �11 I TOTAL SITE AREA: 363,271 SF IL a I V%ff M Ak P aw M VICIN I I I A � EXISTING IMPERVIOUS AREA: 142,471 SF I., EXISTING PERVIOUS AREA: 2207800 SF DEVELOPED IMPERVIOUS AREA: 147)461 SF I DEVELOPED PERVIOUS AREA: 215,810 SF - � I NEW IMPERVIOUS AREA: 47990 SF __ 0 UT1L01___1__'11ES/SERV1mCES SITE 'A" OCCUPANCY TYPE: E WATER: LAKEHAVEN UTILITY DISTRICT IDDRh�SS. 625 SOUTH 314TH STREET I TYPE OF CONSTRUCTION: 5B SEWER: LAKEHAVEN UTILITY DISTRICT , WASHINGTON 98003 POWER: PUGET SOUND ENERGY (PSE) PARKING: , 64 STALLS TELEPHONE: CENTURY LINK PROPOSED PORTABLE FLOOR AREA: 31584 S.F. i i I _,,_,11_,_1____1_,____,__,,_11 LEGEND,: HORIZONTAL DATUM � EXISTING - 11 - 11 I I - -1 _11 _11_______________ /,' 4--l"'. � SET NAIL AND WASHER Ki�,,f,�;:-` 1_/ t"'-w I SET REBAR AND CAP �11.1111 , I I I I , ,__J STORM CATCH BASIN .[1,'.i1.1',.,. : : ..� : YARD DRAIN 111-11 11 11-11 __� - - """ ''I DOWNSPOUT �/_ ', 1111�.,/,�', I FIRE HYDRANT . I t") f_,_� I I I i-l", ", " WATER METER � 1'1w I " /� I ,z � - "'j WATER VALVE :11--l-.1 ... : w : � : � : � WATER VAULT t.__.1_11_ , — _____ "", ... __ - ....... - -1--l 51", � ___ "t / STORM LINE I..- , .1-1-1- 11111 11-111.1-1 1-.111 �_�, _,__ 5 ELECTRICAL LINE -1-1 .111-1 111--l- 1-1-1- 111-1-11 w 11-1- WATER LINE 12 1111-1.1".-.11 "',�,�,,,,,.,���',�,,�,�xxx�11--.�"- 11111.1` CONTOUR MAJOR INTERVAL XXX -1,11- 1,11-11., - x x x I - 11, - � � CONTOUR MINOR INTERVAL XXX WASHINGTON STATE PLANE COORDINATE � � SYSTEM, NORTH ZONE CITY OF FEDERAL WAY HORIZONTAL CONTROL HOLDING COUNTY MONUMENT NUMBERS 101 AND 114. POINT NO.101 I N=1 18543.73 E= 1 270807.93 AT THE INTERSECTION OF SW 320TH ST W/ � 8TH AVE S I POINT NO. 1 14 N= 1 21233.37 E=1268065.08 I AT THE INTERSECTION OF I ST AVE S W/ S 312THST. I I HELD A LINE BETWEEN FOUND MONUMENTS AT THE INTERSECTIONS OF 1 STAVE S WITH S 312TH ST AND 1ST AVE S AND S 320TH ST. SAID LINE BEARS NORTH 01 004'42" EAST. I a a" to I Ill I Aoft, I& 0 = = I ` ARUtL I'MUMBt' ;� �, 11 I , I , ,, , ; , �; I , � NGVD 29 FEDERAL WAY VERTICAL BENCHMARK 2200-01 MONUMENT IN CASE AT INTERSECTION OF I ST AVE S & S 312TH ST. PUBLISHED ELEVATION: 357.20' � � I � �� I - &0% 'a �� �� %wI I ��� %4" 01'C Hmw U4"" k 0 L S I I E �� 11IIIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII' a M A la I L L=_ %a# rai L D It %0_"ftJ1 C R I P T I i� -1 �� - I I I 1 7 1 111___1_.___________ I SE 1/4 OF NE 1/4 OF SW 1/4 OF SEC 8-21-4 LESS�IE 30 FT OF N 3/4 THOF LESS W 30 FT r LESS N 30 FT,` III' I 11 im&. 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PUBMION OF TNS DOWMENT DOES NOT DERMTE FROM RESERM OMCRSHIP RIGH7S IN IT. INS DOMWEVT IS FOR USE OKY FOR W A01,47 WTM * X TU SM AND S NOT TO SE'USED FOR WAIK RBAXEL OR I AMM I ON TO 1HAT PROJECT OR FOR MY OM PROJECT. 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