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HomeMy WebLinkAboutPAR2009-00050 60,000sq ft BELSCOTT Apartment Units - PAR Letters / Memos - 10/12/2010 BELSCOTT Meeting Minutes Date: October 12, 2010 Location: Mason Co. Planning Attendee's: Judy Scott, Owner Alan Borden, Mason Co. Planner Neil Amondson, Dev. Manager Frank Kirkbride, Project Manager Meeting Notes; A general presentation was made of what is proposed, compared to existing structures, with attached site plan including; wetland buffers, building footprint, and wildlife habitat areas. The proposed Sr. Living facility will enhance existing wetlands, provide aesthetic enhancements to SR-3Belfair corridor, and promote intertie between commercial development and natural elements. Future ties to Pacific Salmon Center/Theler Wetlands via pedestrian pathways to promote education and connectivity to nature. Lee Boad, Wetlands Consultant, had provided enhancement suggestions that will be incorporated in final site plan. Discussion of wetland buffer enhancement and invasive non-native plants including "Japanese Knot Weed" were discussed and will be incorporated in Mr. Boad's follow-up report. Alan Borden will schedule tour of property to become better acquainted with surrounding environment and proposed wetland enhancements envisioned by Mr. Boad. A discussion of existing stormwater routes including pass through stormwater from Romance Hill development, east of SR-3. Current and existing stormwater will continue as a pass through to wetlands serving as natural treatment. New on-site development will provide for containment and treatment with wetlands. Discussion included the merits of biological wetland treatments of stormwater currently being used in other jurisdictions. The Kruger development has delayed stormwater containment/treatment on laydown area currently occupied by sewer contractor. Connectivity of BELSCOTT Sr. Living to Theler Wetlands/Pacific Salmon Center merits were further discussed as future alternate pedestrian traffic modes off SR-3. 6tA "k- A minimum 15' buffer betwten proposed development and existing wetland buffer will be maintained. A discussion of building height took place as a result of where to take measurement with SR-3 sloping down to the north. A 45' height structure is proposed with 35' above SR-3, measurement to be taken at closest point to SR-3. www.akaDevelgpers.com 1 360.269.6544 1 BELSCOTT Meeting Minutes A request and determination was made by Alan Borden to make highest point measurement at point closest to SR-3 which is the southern wing of proposed building foot print. A review of prior Pre-Sub meeting notes (12/16/09) was made for Case Number PAR2009-00050 for outstanding issues. In follow-up, a binding site plan will not be required since the project will be done in one construction phase. In addition to Lee Boad's plan for on-site wetland enhancements, buffer averaging, and wildlife enhancements, the following plans will be provided; • Wetland & Wildlife enhancement Plan • Utility site plan • Civil & building site plans • Stormwater plan pursuant to DOE 2005 regulations A meeting will be followed-up with Tom Moore, Belfair Water & Sewer by Owner representatives regarding infrastructure elements including DOT'S SR-3 expansion and stormwater plans. A SEPA will be completed for initial building and parking which will solicit comments from WSDOT regarding stormwater plans. Lee Boad's completed Wetland & Wildlife Enhancement plan will be included in first SEPA submittal. www.akaDevelopers.com 2 360.269.6544 Supplement to Mason Co Pre-Application Request Application November 25, 2009 Re: Mason Co. Parcel No. 1232-9430-0140 1232-9430-0120 1232-9430-0110 1232-9430-0100 1232-9430-0160 Location: 23500 Block of NE SR-3, Belfair, WA 98528 Applicant-Owner: Judy G. Scott(Woodford) Description of Project: Applicant-Owner is planning to build 60,079+/- sf of building space consisting of two (2) 24- room apartment "wings" for active seniors. The buildings will include a one story dining/lounge/administration section, to serve independent, congregate care, and assisted living clients in the 3-story wings with a total building footprint of 23,423 +/- sf. The Applicant is proposing to have a variety of room sizes from 400-1,000 sf providing (36) single BR and (12) two BR for a capacity of 56 residents. The IBC occupancy classification is: Z-2 Construction type: V-1 Hr Case number: PAR MASON COUNTY PRE-APPLICATION CONFERENCE REQUEST FORM The purpose of the pre-submission conference is to identify and/or eliminate as many potential problems as possible in order for the project to be processed without delay. Representatives for the Fire Marshal's Office, Building Department, Environmental Health, Planning, and Public Works Departments may attend the meeting to discuss rules and regulations applicable to the proposed project. Topics covered during the meeting will include the comprehensive plan, shoreline program, zoning, availability of sewer and potable water, development concepts, building construction, fire protection and life safety concerns of the proposed project. The pre-submission conference will be most informative when you provide accurate and detailed information on the Pre-Application Conference Application Form and the site plan.Applications will be accepted when all information is received and deemed complete. Pre-Application Conferences are held every Wednesday and last one hour. To schedule a meeting complete the application on both sides and return 10 copies of the detailed site plan, along with $255.00 fee, by 3:00 PM on the Wednesday two weeks prior to the proposed Wednesday meeting to the Mason County Department of Community Development, ATTN: Pre-Submission Coordinator, P.O. Box 186, Shelton, WA 98584. If you have any questions call (360)427-9670 ext.616. Date of Request: Site Plan Submit 10 copies Applicant: Include the following information Name: .-)V D V G SLoT-r +W bO DFo(L�� on site plans.- Mailing Address: Po So X i'Z3 Daytime Telephone: Fax: (J/A ❑ Indicate Scale and North Arrow Email address: S S Lav\S-�rY Ukc-k It ❑ Property line dimensions,easements, and right-of-ways. Representative: ❑ The location of all existing and Name: Na✓t L_ DSo 63 6V%,JTeRfl�44 proposed structures.Include square Mailing Address: 3 to2S C-0014-S H 1 LL. R.D. vVA- 9 a5;31 footage of existing and proposed structures. Daytime Telephone: 3Gy/Zf-A .6544 Fax: S&O7 3.. 2AI-4 ❑ Setback distance,in feet from all Email address: hgc a�a Lx be V�lo Pz S • ��"^ property lines and structures. Parcel Number: 12 digits Sew 47-OV-e-" SLT(9kaA^'eA"` ❑ Existing and proposed road access to k 23 2 - 143 O _ 01 2a and from the site. Description of Project: ❑ Parking sites Include: 1)Square footage of structure,2)Use of building and rooms(i.e., ❑ Location of on-site sewage tanks and office,warehouse,restaurant,storage,etc),3)Occupancy classification per drainfields. IBC, Section 302.1,and construction type.4)Provide two sets of plans,if ❑ Location y. Include location ongthe propo water sed site available.Use separate sheet if necessary and surrounding parcels. t 1 ❑ Steep bluffs,wetlands,streams,and 3\ W5+Y`G_ it bodies of water ❑ Location of fire hydrants and emergency vehicle access roads, including grade. ❑ Surface and storm water run-off routes. I:PLANNING\PAC\PRFSUBMISSION.FRM , i.kSON COUNTY Has the project been discussed during a previous Pre-Application Conference: If yes,please indicate date. 1•.1 O Will the building have employees?If yes,how many? YE O� What is the water availability of the proposed project? If there is an existing well,what is the name of the system? z`�e 1 i wb f&- ?kLFA-c Q_ War-ma-_D St2,t L2 What is planned for the on-site sewage system? If you are proposing a new on-site system provide detail on the required site plan. 00 Stzf-'z Surnl\f e-a- TO g£ 0 C S 16 KU E-D I f:r Pt&LI C s e%.-JC--I= Nl oT ADDITIONAL COMMENTS: 1) 5-To'-7a s Or PuGuL sews+tL sys-re'm 2) �-V E�I Ea�7 Q�szet LT ta�U s /VH�2 I r�lL>✓S J 1 L�6 L� 3) PAI21�1 nJ� 2Ea� Q�-wt E�t3T 4) 6 U 1 LC,1 M 6, ��E=v✓cEv�lz�— APPLICABLE BUILDING CODES 2006 International Building Code/2006 International Residential Code 2006 International Fire Code-ANSI A117 2006 International Mechanical Code-WAC 51-42 2006 Uniform Plumbing Code-WAC 51-56/51-47 2006 Washington State Energy Code-WAC 5 1-11 2006 Ventilation and Indoor Air Quality Code-WAC 51-13 Mason County Ordinance To be filled out by Coordinator Date of Conference: -De-c— ( (a 2 Time of Conference: Location of Conference: 426 West Cedar Street,Shelton Planner: ext. I:PLANNING\PAC\PRESUBMISSION.FRM n1loo Qd. ilvllf ryl wn" � 2� E PROPOSED STREAM N 4 BUrt"ER 15 1 PER CIVIL ENGINEER _ n A A THIS GATE / z I, C G A A / • > / / ® / / ERNS EAST SIDE of HWY.3 a a a 15'BUILDING ! / SETBACK IQ JD / / \ TRAIL / 13 N 50'WETLAND AREA ' J 9'X20` EA x _ BUFFER /! �) STALLS TYP ER dRHANG) u!` 32 / 3 a 15 u�� ,0 I ! 10'LANDSCAPE BUFFER y / 3-5TORY B 15 APT. IJ I B B D D BLDG-$. _ REPuSE !! 4w j RECYCLI ' / 4 EaTRZ ><- j OF EXIST. y a � a C C C C 22 c GATE RIVE ON i! G / `�j • AST SIDE OF O ► IGHWAY 341) r f 20'WIDE FIRE .9 L ' + / TRUCK TUtIZvAROUND 2 Q ,� �\ cc c — -- -?———————15---------- 8'-3"X20'COMPACTSTALLS �.■�■■��■■�■■��■.�■■■ .....��..��..��..��■ �■■� OVERW (2'BUMf''cR L: L ■�..�ri-r�r- OVERHANG) L7 0 � Vicinity Map Apartment Statistics ` - .ARmwD=ON: MASON COUNTY MN"."PAW.M REQUIRED(PER ZOd =V Preliminary Site Plan Q 1 am wrce n w ra 1 STALL 1 6TAL 3 ZONNs Mi FD USE M) 3 ow wire 36 uruTb x 2 2 STALLsANuuT 1 2 STALLS IA SCALE 1" .30' F- ' + u LOT AISA, APPROX SS ACRE6(-3693W BF.)OROM MMPAAI PANCMC3 NE47111NED; C8 Z C3 cs: LLETLAND, B3DE5 OF. PAFWUM PR MONO, 'tee In605 SF OPEN(6TA,NDARDI 68 STALL6 DEVELOPABLE LOT AREA.m3.713 SP.(2.4 AC:) OPEN f0"ACT) 21STALLS(MM) E- TOTAL PROVIDED 91 STALLS(LW PER WIT) site MINM"or 1 CUT OF EVERY 50 TOTAL PARCMG REOUiRED TO Be 111WPARCEL NJIMER4, 029-43-01M,n329-43.011E ACCUOU E(H/C) n329-43-0n0,n329-43-0140 9VS0.18 OR 2 STALLS FW=IPW 329 n .43-MO 2 ACCE&BLE STALLS PROIYDED ALLOLLBD DENSITY: FEISOF7'LWCE STANDARDS APPROAC 4 OPEN ACTIVE SPACE: j PROPOSED DENSITY, 46 W7T8 DEVELOPABLE AREA: 103,T23 OF(2.4 AC) F!A OF SITE REUSIE.D P'ROPOBED WR MD(, 103,123 OF z.5•15,556 OF ACTIVE AREA REOUIMP °a A 1 BEDA BATH n 257E lU TYPE A B 2 BED/!BATH 10 30% (U TYPE A 16"OF OPEN AREA PROVIDED.3A62 OF OF WITLL.. RAI TL C 2 DEDF2 BATE! 6 12% D 3 BFD/1 BATH n 25x lV TTPE a TOTAL 46 100% (3)TYPE A ACCESSIBLE WITS Casey + DeChant Architects, LLC Architecture And Planning P 1 oee ©oo RESTORE 300' OF MINDY CREEK. INSTALL 12' WIDE BOTTOMLESS BOX CULVERT AT WSDOT MAINTENANCE CROSSING . ❑w WSD O T 1 PROPERTY 12' WIDE WSDOT / _a p a "''r 8 ` A CCESS EA SEMEN T___---� FOR STORM REVISED LOCATION DRAINAGE POND `�C' �`. •. SHOWN. STORM DRAINAGE NOTE: / ALL PAVED AREAS, EXCEPT SIDEWALKS, WILL 100 BE PAVED WITH POROUS ♦ �P �Q :': 'S9 4j� E IN/ CONCRETE PAVEMENT. ♦ P4:•:.:•.: �� ��I / ROOF DRAINAGE WILL BE J DETAINED AND THEN _ _ Qj : ::; .:...'... .:.:.:' DISCHARGED DIRECTLY : , : :' f / / w\ HIGH INTO MEND Y CREEK. GSEGMEN TAL CONCRETE z OU�� oR Qq\q WALL (TYP) ® ::�::: ` :. :' so•:' ::':: ::::,: :: 150 RADIUS � s � AROUND FIRE H YD. ♦ ���'P P�� ° w� 1. THE 8" SR 3 WATER LINE CROSSING TO THE �► . '' ''"': ':'.:. — — �� ,,. Q PROPERTY FROM THE- NEW WATER MAIN CAN BE LOCATED AS DETERMINED ° c I, BY THE BWD. ■ ■ / 2, ASSUME 1-112" WATER METER TO SERVE EACH BUILDING . '®®® BELSCOTT DEVELOPMENT PRELIMINARY DESIGN SITE UTILITIES SCALE: 1 "=60' OTTOMLESS / < > > T/ x / 11 J. t / i ri 111 N8T10'2TW 914.53 \ 14' WIDE�--- - -_ / Jr // 12°6.29 -- 154.32 / /� — —_— / v'x r x/ — �411 �J - - - - -_— f� )79.28 / TREAM L= x r - -30'BUFFf_R x I ,�„_ .ram' W��"' x / < ) _ S87 �¢� 1�0.00 �T= �\ - - — - -- — — — -- - -- E 1816.48 10 \ S 87'10'22' 760.15 _� r / x 112.48 139.84 / l 12 . 4 / , \\ `l �/ 72 .88 / —k13.27 S §l/fxl1 r E ?4.41 1 / l i/// // / / J \ GR_\PHIC SCALE /// IN F�_ET 1 i inch 30 ft , r.- yoCUl� ♦4s* — f Approved By. j Draun By: Date: ^--r r—�� --- - - _ 'eale: -- - PM Msu Engineering service �sociatEs I JUDYSCOIT i A PM ttsu t \,' �' Located on Beautlful flood Canal vc t� = r: EZISTE G SITE TOPOGRAPHYSteer De�igncd By' ice- ——- --- - � .•Ql'i��° I f Checked B�: � ��` V_r 210 Cherokee Beach Road I� �V"ITH BUFFER REDUCTION :1\D �0J ta' m� I Beljazr. Na. 9Bo_8 (360J 27.5-i3B/ roa na. BUFFER MITIGATION R�L Ap(n'GC-ad By Via. !lute By Ckd. Appr -- -- ---- i I � y : .t, € ., : -` ` -' r- DEMOLI RION QUANTITIES ; y 1, DEMOLISH 11 STRUCTURES= � '�=-�;. • b ,s. _ � -. _ ^� _, -.�•�_�� 14,000 SQUARE FEET 2 REMOVE3 ,000 SQUARE FEET Y 5 j ,� '"'i` ' ¢,� ' z � yr. •ro�; OFASPHAL T SURFACING AND 24,000 SF OF IMPERVIOUS GRAVEL SURFACING z All ,:� ii►t� V .r 2,+uo +oo t� � REMOVE 80'OF36"CMP Rol' 1 '* i +� - �► 4 RELOCA TE 133 FEET OF MIND Y r G4/S , REEK TO THE NEW CHANNEL REMOVE THE LAST 80 FEET OF THE IX/STING 24"STORMDR4/N tit `� -J"` `" _r ," F��' THAT CROSSES THE PROPERTY. RESTOR4 TION METRICS w POOP, i� 1. CONSTRUCT 315 FEET OF NEW _^ . FISH HAB/TA T CHANNEL W/TH DYDEB: ,� g LARGE WOO R/S, 1 10 `f 2 F SPAWNING GAA VEL, AND RESTING - 4 POOLS 2. PLANT THENEW STREAM �- CORRIDOR WITH SHADE TREES t .. A ND UNDERBRUSH PER THE " 3 HABITA T MANAGEMENT PLAN. `� ' . � - ''� 3 RESTOREAND REPLANT 30,000 Age , O e F" �' �5 SF OF WETLAND BUFFER, Q� 4. CONSTRUCT 550'OF 4'W/DE GRA VEL TRAIL IN WETLAND BUFFER AREA. fit. . Q ; w 0 a e JUDYSCOTTPROPERTIES RED VEL OPMENT DEMOLITION PLANAND RESTOR4 TIONMETR/CS SCALE: 1 WI �- RESTORE314'OFMINDYCREEK INSTALL 12' WIDEBOTTOMLESS BOX CUL VERTAT WSDOT�w MAINTENANCE CROSSING. ,., r �^ WSDOT 12'W/DE WSDOT __ __ __ z+uoA, A, OA, c ;;,� ��--- •::: _ PROPERTY ACCESS EASEMENT_ 2+A FOR STORM RE I/ISED LOCd4 TION DR4IN4GEPOND . . SHOWN. : V I 0000 PROPOSED aoK WSDOT STORM DRAIN / 2015 .. u 4'HIG W0 "Aliy SEGMENTAL �.� :: :'• �/ CONCRETE �M 3F / \�, WALL EXISTING 24"CMP 1 STORMDR IN REL0CA TION SHOWN o00 40 ,Jt < O A, tic ff 22, ,4 � � as -10 ` JUDYSCOTTPROPERrIES RED VELOPMENT " SITELA YOUTPLAN& iT C Q / Cyvi'� PRO✓ECTPHASING �G SCALE. 1"*W' sz. errs ONE ` -�t of` �,� ,� ""�� �`:� .S its•�`'... �`f -'ice / � ,A�• u�II("r�rr•1Ri.mm:�4 1 KH � �'�::� ��Tom(^' ��T' i�' y �s.._ It / f c COX JUDYSCOUPROPEWY • REDEVELOPMEAT GR4DING QUANMES • / G- -- --__ WATERSHED HYDROLOGY AND SIRE"HYDRAULICS FOR THE — Z NORTH M/NDY CREEK WATERSHED DRA/NAGEAREA =94ACRES ANNUAL RAINFALL =60INCHES 2 YEAR R41NFALL EVENT=3.7INCHES MANN/NGS NFOR STREAM=a30 F/SHFLOW=2.4CFS,FLOWDEPTH=fO, VELOCITY=a34FPS 2YEARFLOW=8CFS, DEPTH=23.5' VEL OCITY=a 5 FPS • If 100 YEAR FLOW=24 CFS,DEPTY=340, VELOCITY=0.9FPS CONSTRUCT TWO POOL AREAS/N THE NEW STREAM CHANNEL INSTALL 7 \ GROUPINGS OFLARGE WtOODYDEBR/S HAB/TAT. REPLANT THE FLOOD PLAN i TO PROVIDE SHADEALONG THE STREAM. INSTALL RANDOM 3 MAN / , C . } • . BOULDERS TO INCREASE THE STREAM COMPLoriTY. \ + x MIND Y CREEK RESTOR4T/ON PLAN PVI STA = 2+60.02 14' SCALE- 1 WO' EXISTING GROUND PVI ELEV = 26.31 14' WIDE BOX CULVERT 12"SPAWNING 40 14' w�oE GRAVEL _ 12' OPEN 00 1"MA DANM —Ipyer W 00� O� �'� ISM O� N� c � d'� Lq �M 4m 00 K) 00 fD �r ri ri ri NIA N 1� NOD N(O N l0 N� 0,6 0,5 N00 NN MN t7N MN K7N MN MN r7N nN MN MN CNN - BOTTOMLESS BOX CUL INERT MIND Y CREEK RESTORATIONPROFILE AT WSDOTACCESS ROAD CROSSING SCALE: 1=30' CL 12' WSDOT SCALE: PIII 7' MIN. & ACCESS RD. 38.0E 1 VAR VAR 4' VARIES 7' 15' & VARIES 12' 36.00 34.00 32.00 30.00 ��- 100IYEAR FLOW 6% TO 12% 28.00 MAX 2. Fl% :1l SLOPE VARIES 26.00 ✓UDYSCOTT PROPERTIES 24.00 I _. __! __-_._.____ REDEVELOPMENT 4{�.o o- 60.oo MIND YCREEKRESTOR4 TION 0.00 PLAN, PROFILEAND SECTIONS TYPICAL STREAM CROSS SECTION SCALE., 1�10' 3 U p M � O U Z J N K O U w J 9 m IaJ in 47.pa < a 3 m 0 a U m LU 42 w w U Z w U_ 45.00 in 0 9 D y m? 40.00 .-. + to 43.00 - _-_ m 9 Z _._ w < m 38.00 .. 41.00 Z _. �� w wo 36.00 ._ 39 W .00 34.00 37.00 \ 6 _ � 32.00 -�- 35.00 '� _ k _ f! I � � 30.00 33.00 ,_ 31.DD _ ------ 29.00 _ _ 26.d0 _ 27.00 24.00 --_ _. 22.00 0_ _._ �oaDa 200 p,: 300.00 0.00 100.00 200.01 SECTION A - A (BLUILDING NO. 2 - SOUTH END) •�` '" SCALE: 1=20' HORIZONTAL SECTION C - C (BLUILDING NO. 4 -NORTH) 1"=5' VERTICAL SCALE: 1=20' HORIZONTAL 1"=5' VERTICAL 3 m M n C M m m ¢ nw m o z 9 9z M3 U U < m m m 7fKfl _ 42 m N F m 40 N m 36.00 ::.. :<•. // 32.00 I \ 4 * fly 30.00 28.00 ; 26.00 24.00 _ 4� :y.:. DATUM ELEV <: 20.00 0.00 - -! GROUP Quick Section SECTION BLD 3 - -' SECTION B - B (BLUILDING NO. 3 - MIDDLE) - SCALE: 1=20' HORIZONTAL S17EPLAN JUDYSCOTTPROPERT/ES 1"=5' VERTICAL SCALE.- 1"=120' REDEI/ELOPMENT SEC77ONS THROUGH S/TE MWOrS7OMf SEWER ` ""-- -7. ---- SIZE UNICAAOINJI/ � 7-1 1000 THEL0CAT/ON OF THE • / NEWPROPOSED WSDOT o STORM WA TER DE7ENT/ON AND TRE47)WENTPOND. n m� STORMDR4/NA GE NOTE.• : ' , s: :: " ' / " EXrsEwER 27 ALL PAVED AREAS, EXCEPT SIDEWALKS, WILL BE / \ PA VED WITHPOROUS �Q CONCRE7 EPA VEMENT. /e / �� � wolop :::�: / ,� rPlEPROPO&V ROOFDRA/NAGE WILL BE 5 : .::.: / LOCA770W OF MENEW DETA/NED AND THEN / / / C�� f ` W 3 SrOW�S7 DISCHARGED D/REC77-Y I ' / ! QRA/NOVV SR WILL : ' ABWNASDk&GAEO BY E C NELS / •r �• I ; ♦ / Q / "Wr./F MESMW OR4/NAG •.,: .:.•. 4 w �i',I"i DRNNHASBEEN MSDEVELOPMENM UNDER OONSMX7701V 7W DEM OPER wRL S70AW SEWER / /—`�F/� Wi/�/ / A40VE MES70AW DRAIN 770 rhFALFWE4S6WFjVT l WA7F LOGA>�,. J7 � / / � SANMARYSEWER 0 •::::e...'• _.,:'.:a.:..: •.•.:fl•...•:..� ..•,•;••.p•.:.::.: 4, NOTE.' _ Q 1. 8"WA7ERIJNECROSSING ow �1� REQD FROM THE NEW 12" ;. :; :: :.. . /Q Q� &4. WA TER LINE.ASSUME 1-1/7"WATER METER 70o..;.. O SERVEEACHBUILD/NG. 2. USE 77YE309S77NG E-f �p�'sue GRINDER PUMPS TO PUMP 04 , p• SEWAGE TO SEWER MAIN. JUDYSCOTTPROPERRES REDEVELOPMENT / WA 7ER, SEWER, DRAINAGE LA YOUT SCALE 1'%Wf