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HomeMy WebLinkAboutPlan, Tentative APPLICANT 7/22/2014 (2)'AL NOTES: GENER coDf=- REFj=-R;-NC,r=S MADE TO 2010 OREGON STRUCTURAL SPECIALTY CODE WITH STATE OF OREGON AMENDMENTS. GENERAL: 1. THE NOTES ON THIS SHEET ARE GENERAL. SPECIFIC INFORMATION ON THE DRAWINCS DIFFERING FROM THESE NOTES 5,HALL APPLY. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE J05 5EFORE COMMENCING WORK 3, THE CONITRACTOR SHALL PROVIDE TEMPORARY 5RACING AND SHORINC:; AS REQUIRED UNTIL ALL FINAL cowEcrioNs HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. REFER TO ADDITIONAL "GENERAL STRUCTURAL NOTES" ATTACHED MECHANICAL NOTES: (DESIGN/BUILD) 1. APPLIANCES WHICH GENERATE A GLOW, SPARK, OR FLAME CAPABLE OF IGNITING FLAMMABLE vApORS, AND ARE LOCATED IN THE GARAGE SHALL BE INSTALLED WITH THE BURNERS, BURNER IGNITION DEVICES OR HEATING ELEMENTS AND SWITCHES AT A MINIMUM OF 18" A50VE THE FLOOR LEVEL. 2. COM5USTION AIR TO BE PROVIDED PER SECTIONS 2001.1 - 2.001.5. PLUMBING NOTES: (DESIGN /BUILD 1. THE MAXIMUM AMOUNT Of: WATER USED BY ANY NEW PLUMBING FIXTURES, IF REQUIRED/ SHALL 5E AS FOLLOWS: a) TOILETS: Ilo GALLONS PER FLUSH b) INTERIOR FAUCETS: 2.35 GALLONS PER MINUTE 2. EQUIPMENT USED FOR HEATING WATER SHALL BE PROTECTED BY COMBINATION 3. PRESSURE AND TEMPERATURE RELIEF vALVES. ELECTRICAL NOTES: (oESIGN/5UIL0) 1. ALL ELECTRICAL WORK SHALL COMPLY WITH CURRENT BUILDING CODES AND OR.oINAtqcr=S. VERIFY EXISTING CONDITIONS THAT NEED TO COMPLY To CURRENT CODE. 2. ELECTRICAL CONTRACTOR SHALL ADD GROUNDING DEVICES TO THE EXISTING sr=Rvicr=., IF REQUIRED. 3. OUTLETS REQUIRED IN TOILET ROOM, OUTDOORS, 5ASEMENTS AND SERVING COUNTERTOP SURFACES WHEN WITHIN rol-011 Of: KITCHEN SINKS. 4. DETECTORS SHALL RECEIVE THEIR PRIMARY SOURCE Of: POWER FROM THE PERMANENT BUILT - IN UJIRINGf WITH BATTERY SACK -UP IN CASE POWER IS INTERRUPTED. m 5. RECESSED LIGHT FIXTURES INSTALLED IN INSULATED CAVITIES SHALL BE LABELED As SUITABLE FOR BEING INSTALLED IN DIRECT CONTACT WITH INSULATION (IC-RATED). ro. LOCATE: OUTLETS WITHIN V-011 OF APPLIANCES AND WITHIN. AN. ACCESSIBLE AREA. 1. IN TOILET ROOMS NOT HAVING EXTERIOR OPENINGS, PROVIDE A vF.NTINc-s SYSTEM CAPABLE Or- FIVE AIR CHANGES PER HOUR VENT TO OUTSIDE. e. ALL ELECTRICAL WORK SHALL BE DONE ON A DESIGN BUILD BASIS BY A LICENSED OREGON ELECTRICAL CONTRACTOR ARC AS: SI7E AREA: 3.03 AC. LANDSCAPING, PLAYCsROUND /OPEN AREAS: - 46,563 S.F. (209o") f 4 WALKS: 1314f1326 S.F. C56 %) BUILDINCsS: EXISTING: lio,56d S.F. PROPOSED: 1(D,191 S.F. TOTAL: 2(01151 S.F. C 16q PROP��SED ON57RUCTION AREAS., FOYER: BASICALLY, A COVERED AND ENCLOSED PASSAGE TO THE RE-CEPTION AREA THAT HAS BEEN RELOCATED WITHIN THE NEW ADDITION. 11355 S.F. CIRCULATION-* INCLUDES THE NEW RECEPTION, CORRIDORS AND EXIT PATHS. 1433 S.F. TOILET ROOMS: 5&o S.P. FELLOWSHIP: 4013 S.F. GLASS ROOMS 4 OFFICES: 21"10 S.F. a OUJNER: SPRINCsFIELp FAITH CENTER DAVID LANNINCs, SENIOR PASTOR roOO HAYDEN BRIDCsE ROAD SPRINGFIELD, OREGON 131411 DESfGN TEAM: NACsAO PACIFIC ARCHITECTURE AND PLANNING, P.C. KEN NAfsAO, A.I.A. 1600 PEARL STREET EUGENE., OREGON 9I401 OFFICE (541) ro8l-13600 FAX (541) 681 -0142 DOUCsHERTY LANDSCAPE ARCHITECTS 414 WILLAMETTE ST. EUGENE, OREGON (541) 683-5503 BRANCI -4 ENGINEERING (TRAFFIC) 310 5th STREET SPRINGFIELD, OREGON (541) 'l d6 -Oro 31 BUILDING CODE: I CODE REFERENCE: 2010 OSSC 4 CITY OF SPRINGFIELD DEVELOPMENT CODE CHAPTER 34 - EXISTING BUILDINGS, SECTION 3404, "ALTERATIONS" BUILDING TYPE : V-5 (SPRINKLERED) 2-LAYERS OF 5/6" TYPE IXI GYP. a B.O. ROOF JOISTS, PROTECTED WALLS, PROTECTED STRUCTURE, EXT. WALL CONST.: 1 -HR INT. WALL CONST.o. 1 -HR EXTERIOR OPENINGS: EXISTING 4 NEW OCCUPANCY GROUP: A-3 TENANT SPACE USE OFFICES, ASSEMBLY, CLASSROOMS, FELLOWSHIP TOTAL BUILDING AREA: (EXISTING) 16,550 S.F. PROPOSED: 10,I91 SJ=. TOTAL: 26,f-151 sj=. ALLOWED AREA: W/SPRINKLER ALLOW. (FABLE 503) 25,320 S.F. 3 YARDS OVER 30 2-HR. SEPARATION: (2) BUILDINGS ASSEMBLY/FELLOWSHIP - 005ro SP. REMAINING USES - 16k c35 Sr-. LAND USE CODE, SITE AREA: 3.83 AC. ZONING CLASSIFICATION: LDR TAX MAP NO.. 17-03-23-349 LOT 12600 SITE REVIEW: MAJOR ALT. PARKING: TOTAL PROVIDED: 26ro (E), NO SPACES PROPOSED FOR THIS WORK 1/100 Of: SY:. PRIMARY ASSEMBLY 1/200 OF S.F. REMAINING USES SPACES REQUIRED: 12 FOR ADDITION SPACES REQUIRED: 103 FOR EXISTING USES HANDICAPPED PARKING REQUIRED: I SPACES (2 "WHEELCHAIR ONLY" SPACES) 51CYCLE PARKING.- (SDC 4lo-3)1:200 51=. = 3c311/200 = 20 (ASSEMBLY USE) AY W, ,J I �>EN 1­11 viw, 11!11a m .111f% C-5 VICINITY MAP SCALE : N. T. S. y� w JOB 2026 -13 DR kma REV REV LAST EDIT: PLOT DATE: 7yP�l���ooa.l T1 0 �'�R�,����A �� fit- �� - A It 2014 original u D mIttal 01 oq 40 v - 4m Go r*4% 0000 CL 0 c c E cu 0 0 c 0 MCL ILD. cu v 0 0 0 cu c 0 0 c M JOB 2026 -13 DR kma REV REV LAST EDIT: PLOT DATE: 7yP�l���ooa.l T1 0 �'�R�,����A �� fit- �� - A It 2014 original u D mIttal 01 ITTI � U '^1 (E) ST. UW4T tU w q W - (r=) ST. LIGHT tu C} U1 6� 0 0 L:"+]) E- 10 3 00115" E 334' 1 iz ol w 1� E .rw N ..J t0 1 .• t. 1 a 11 1 l 1_ PLOT DATE: 1-18-2014 0 -* tQ .- • t'n CO h h DO OCR to 0 w lu x Q lij .4- CL U Ift L) c Irm E cu OL h � _ 0 „L0 CU 4D Z, ... coo ' CL 4D c CU 4D ".. kn S to=1a tu a ci PLOT DATE: 1-18-2014 • w lu lij OL kn tu ci t :. 202CP DR kma REV REV LAST EDIT. PLOT DATE: 1-18-2014 3 214 I I FLOOR PLAN SCALE - 1/011 a if-oil Original Submittal--. I Cr• JOB 202ro DR kma REV REV LAST EDIT: PLOT DATE: Z O O LL d (j) 0 N � r (D 00 0000 yc • 0 cu r 0 C a �� 0 U) CD CU 0 L. to L.0 CL c CU c 0 0 04. �? 403o typ"- w TM j JOB 202ro DR kma REV REV LAST EDIT: PLOT DATE: Z O O LL d (j) - `- L_------------ - - ---� wrm-& :/., EA r;LEVATIO_N_ COMP. SHINGLES %IG TO MATCH SLOG. 2x6 FASCIA BOARD SIDING DIG TRASH ENCLOSURE ELEVATIONS L_ - --- - - - - -- - ._j ZI –�II — 21 -/lUI - fV 30t tH ELEVATION 'gyp' -011 T.O.W.o- -- (2) 2X6 P.T. PL. ANCHORED TO T.O. CM W/ A. BOLTS 8"X 3" X 1/4 X 6' -4" L. CHANNEL EDGE 8" SPLIT FACE CMU WALL - PR: 3064 [GATES LATCH PIN INTO SLEEVE IN SLAB ./RI mll PROWSwu TRASH ENCLOSURE PLAN SCALE : 1/4" 1: 11 -011 3 A $ C f i 12" W. X 12" D. TURD -DOU! SLAB W/ (2) 04 - CONT. 6" CURS; PROVIDE RE -BAR ANCHOR PINS TO $LAS WIRE MESH GATES W! VINYL STRIPS; PIN SLEEVE IN CONC. . FLOOR DRAIN CONNECTED TO SAN. SEWER 4 PRIMER WELDED 2 X 2 X 1/4 FRAME W/ 3/4" $a VERTS; GALV. FIN. S" CMU W/04 VERT. * 32" O.C., 04 HORZ. * 24" OZ. BENT t TIED GO FT'G RE- INFORCING SOUTH ELEVATION SCALE: 1/8" = 1' -0" 1 2 DIAG. WALLS 2X 4' -i 3114 EC. KIT 3 GATE DETAIL. A4.1 F SCALE : 11/2" = 11_011 MANUF. CHAIN LINK GATE SYSTEM 1 2 1/211 0 GALV. PIPE VERT. W/ (2) MOUNTING BRACKETS ATTACHED W/(2) 5/8" X 1 1/2" L. L� CONT. CAULKING/ADHESIVE 04 VERT RE -BAR 5/8" 0 A. BOLT WELDED TO PLATE * (3) PLCS. - 2 X 4 GABLE WALL FRAMING - 2 X (v FASCIA/EDGE FLASHING - 6" O/HANG A35N HANGER * EA. RAFTER - U26 HANGER * EA. RAFTER P.T. 2X6 PL ANCHORED TO CMU W/ A. BOLTS SCALE: 1/4" = 1' -011 3 4 a / =) i 1 itwir-10V11 tr► 2=k L-- 11.1 1.11 1 f-s-.. cn A 9'//N 1 111 w 1 1 Q t EAST ELEVATION SCALE -. 1/8" • 1,_011 !E) ASPH. TAP COMP. SHINGLES (E) WINDOW PROFILE (E) CORNER TRIM (E) PLYWOOD SIDING JOB 2026 DR kma REV REV LAST EDIT: 8 -14 -2013 PLOT DATE: • .. 0000 • co .r c E cu i • ,y s s � �r = 10 cu rr e • • 1, r r i t r I M .r aim col • r r i Ld To JOB 2026 DR kma REV REV LAST EDIT: 8 -14 -2013 PLOT DATE: I I i C T ELEVATION D E i C i E E i 5 t s t ii lE WALL-MM. CUT-CM TYPE FIXTU MM. 12' ,PP. f MATC 4 (E) PLYWOOD S1D1NCx � �f I I i I f 0 0 4T k=/ =Ul&.L lrwl i NORTH ELEVATION SCALE s 1/8" = P -O" Ltl 0 0 I I I PIT Mal v moo + s co Go s + r � into X a a q— s (L w a.. w w� c .... I q* Q 0 t V c t o o r. L cu a to cu C 0 La re Q v \j3 PEAT- RFG NMI- 18 SPI 0 EXISTING GRAVEL 3 RHJ EXISTING FENCE TO REMAIN x — T 3 RHJ '00�o11o�1�i�1i � ��= ,r�-Y��i� � �i1 = _ Pei ,o„o 00 00 00 ^000'000 0000�,t ��r�i O � O �►�iji� O �►�"O 9►�i0 OX�� I� O �. 0�,..�. .�►� OA�I►� .�A�O..�w�Fi..�OiN� �:A:.►�iaA =4� ., 3 EXISTING PLAYGROUND 70 ^ A I A A J% A- 12 PEAH PLMV* RUCE* -------- 13 PLO I---. I PA jk % • 11 PLO ......... RFG 27PEAH NMH ... ........ ........ ..... + 17 LP 1 Z FOUNDATION HEDGE (TO BE DETERMINED) SG + IV, -Vol 6 PLO . . ..... - ------ ----- ---- 1+ PLMV* RUCE 34 LP RUCE* + P 30 SPA 7 P A 11 PEAR RFG NMH RESTORE EXISTING LANDSCAPE AT AREAS + + + 9 Lp OF CONSTRUCTION DISTURBANCE -1 \--- :D cn ry 0 RFG 4 SPA NMH 10 LP 3 AU( LLJ A, 5 p1:0 11 PEAH PLMV* RUICE* 7 PLO 6 SPM 3 SPA 12 PEA RFG + 3RHJ NMH PLMV 3 RHA 0 8 PEAR co CK RFG 3 FOG 5 FOG C) NMH 7 SPM + bi 5 5 SPA ,PLO %� ....... .... .. - ROCE* 2 RHJ PLMV* PI.MV* • 2 FRJ 0 ho PLO 24 EU I if ---- FOG - — ----------- 000000e 6F G 3 v v- v + + + + + • I . ` • . .. r, : 5:RHG % EXISTING J - ROUGH * -AWN*..­ "AREA TO REMAIN • PLANTING LEGEND PROPOSED TREES + EXISTING TREE TO REMAIN PROPSOED SHRUBS EXISTING VEGETATION TO REMAIN PROPOSED GROUNDCOVER LAWN EXISTING FENCE TO REMAIN TREES FRJ Fra)dnus americana 'Jungingee —Autumn Purple Ash 2" cal. Matching, full, B&B ZSG Zelkova serrata 'Green Vase' I Green Vase Zelkova 2" cal. Matching, limbed up to approx. 6 ft. AUC Arbutus unedo'Compacta' Strawberry Tres 5 gal. matching, full EUAC Euonymus alata'Compacta' Compact Burning Bush 5 gal. matching, full FOG Fothergilla gardenii Dwarf Fothergilla 5 gal. matching, full PLO Prunus laurocerasus 'Otto LuykeW Otto Luy"n English Laurel 5 gal. matching, full PLMV 30" o.c. Prunus laurocerasus 'Mount Vernon' Mount Vernon Laurel I gal. matching, full, optional* RHG - Rhododendron 'comer Waterer' Gomer Waterer Rhododendron 11 ; gal. matc iing, full RHJ 130" o.c. Rhododendron 'Jean Marie Montag jW Jean Made Moptegue Rhodo. 5 gal• matching, full SPA L) C). 0 1 Spiraea japonica 'Anthony Waterer' Anthony Waterer Spiraea 5 gal. matching, full SPM Spiraea japonica 'Magic Carper Magic Carpet Spiraea 13 gal. matching, full GROUNDCOVERS AND PERENNIALS LAM Lavendula angustifolia 'Munstead' Dwarf English Lavender I gal. matching, full LP Lonicera pileata Privet Honeysuckle 1 gal. matching, full NMH Nardssus'Mt Hood' Mount Hood Daffodil 1 gal• large PEAR Pennisetum alopercuroldes 'Hameln' Hameln Fountain Grass gal I al. matching, full PLMV 30" o.c. Prunus laurocerasus 'Mount Vernon' Mount Vernon Laurel I gal. matching, full, optional* RFG - Rudbeclda fulgidaGoldsturm' Goldstuffn Black-Eyed Susan I gal. 150 o.c. I RUCE 130" o.c. , Rubus calycinoldes'Emerald Carper Emerald Carpet Rubus I gal. 1 matching, full, _gp*nal* 1. PLANT LAYOUT TO BE APPROVED BY LANDSCAPE ARCHITECT IN FIELD PRIOR TO INSTALLATION. 2. PLANT QUANTITIES ARE SHOWN FOR CONTRACTOR CONVENIENCE ONLY. CONTRACTOR TO VERIFY ACTUAL QUANTITIES AS SHOWN ON PLAN. 3. PROTECT ROOT ZONES OF EXISTING TREES TO REMAIN. CUT NO ROOTS LARGER THAN 2" WITHOUT PRIOR, WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT. 4. SOIL .................. 5. ALL NEW PLANTING AREAS SHALL BE PROVIDED WITH A PERMANENT, UNDERGROUND, AUTOMATICALLY CONTROLLED IRRIGATION SYSTEM. DOUGHERTY LANDSCAPE ARCHITECTS 474 Willamette Street Suite 305 Eugene, Oregon 97401 P 541-683.5803 F 541-683-8183 www.DLAdesign.com �ZST D D C y ��O ON �`�I'E Age FOR SITE RE V..IE WW ONL Y W LANDSCAPE PLAN 0 5 10 20 40 SCALE: 1"=20'-O" I ob LAST EDIT: • • PLOT DATE: 7-14-2014 L1.1 co o 0) CO CO LO • q1t LO CU • E • CL "D C 0 CU 0 05 ER L) C). 0 1 (D 0 CU 0- C) 2 C> CO Ul FOR SITE RE V..IE WW ONL Y W LANDSCAPE PLAN 0 5 10 20 40 SCALE: 1"=20'-O" I ob LAST EDIT: • • PLOT DATE: 7-14-2014 L1.1 JrAw sm4am AW#w R (iA w Z�� IL TL 3100 TL 3200 5/8 " IRON ROD LANE COUNTY R/W 5/8"IRON ROD 1 " IRON ROD LANE COUNTY R A - 4RINGFIELD JrN 0-01#15" W 304.91' 2LT ......................... CD spmm 41 A ...... ............... ........ ....... . ........ x1l"* xe xe TL xbll� x Nk xe, xjp Xbpl AV MGM SA b) :,........:::::'r ...... . FL 00 z x xe ...... ... . ................. WNW ........... . ..... E-5) 0-1., 11 fUE IF a n �� v �% p ID 0 _fJp 0 (0 m TL 3300 TL 9900 TL 10000 2" IRON PIPE-\ N 0'05'12" W 265.86 TL 10100 .......... ...... . ...... 0.00' 07:: & �p W&S, 1/2" IRON PIPE ► CD LANE 0 CD x4 COUNTY . . ......... _tp JAW I 1p % SPRINGFIELD FAITH CENTER 600 HAYDEN BRIDGE WAY .. 04 .. ........ 0 R%40jl xe r x^- TL 12700 Sf �A Afk A A Alh J*l LLJ ..... ..... .. . ..... ... . ...... 0 X........ . ..... .... . .. 00 &AM lAw ...... cn ft ......... ... X.44 ........... ....... ..... • ..... . ..... ....... . .. . ........ IV 44M: .......... ...... ...... ........ ......... ...... ... ............ 000 x aw mum& owi v66 XO '40 <0 Jv ........ .............. ­ - ----- --- .. ........... ......... ... . ......... ........... ............ am VIP, N w1w • x X — /2" IRON PIPE TA1115" E 15050 CITY L 1.:t, 1/2" IRON PIPE 1/2" IRON PIPE TL 12000 TL 12100 TL 12200 op;FPK W/ BRANCH WASHER 1/2' IRON PIPE—BENT u LIMITS ---- W.00 00 SF90171511 E go. ol, 1/2" IRON PIPE Z 04 AV #YAM O TL 13000 TL 12900 x srw MEW= Lsrw *W#*= R 0 lll'%lv11/1 J(4'' L [9 H Rl it it 4rm=3 TL 12800 w II/v NOTES: 1. ELEVATIONS SHOWN ON THIS PLAN ARE BASED OF sr AN THE CITY OF SPRINGFIELDS DATUM, AND ARE A RAO goo REFRENCED FROM A CITY BENCH MARK, A SQUAR IN TTHE TOP OF THE SE CORE RETURN AT THE .INTERSECTION OF HAYDEN BRIDGE ROAD AND GROVEDALE STREET. ELEVATION =443.78 2. FLOW LINE ELEVATIONS ARE FROM RECORD UTILIP PLANS OBTAINED FROM THE CITY OF SPRINGFIELD Zt L4j Q) N11RTH SCALE 1// = 30 FT 0 15 30 60 LEGEND 0 FOUND 5/8" IRON ROD WITH "BRANCH" CAP, EXCEPT AS NOTED. + 39;'76 EXISTING SPOT ELEVATION + 397,76 TCEXISTING TOP OF CURB OR WALK ELEVATION ov EXISTING WATER VALVE a► EXISTING WATER METER 4r EXISTING FIRE HYDRANT 0 EXISTING STORMWATER MANHOLE m EXISTING CATCH BASIN ID EXISTING WASTEWATER MANHOLE EXISTING ClEANOUT EXISTING GAS VALVE EXISTING GAS METER EXISTING TELEPHONE RISER EXISTING POWER POLE x EXISTING SITE LIGHT Cr— EXISTING POWER POLE ANCHOR m EXISTING ELECTRIC METER 13JCV EXISTING IRRIGATION CONTROL VALVE Ac ASPHALTIC CONCRETE mm'a EXISTING OVERHEAD POWER LINE EXISTING WOOD FENCE LINE EXISTING METAL FENCE LINE EXISTING CURBING EXISTING CONTOUR LINE ISTING STORMWATER PIPE (SIZE AS NOTED) EXI NG WASTEWATER PIPE (SIZE AS NOTED) EXISTING NATURAL GAS LINE (SIZE AS NOTED) V— EXISTING WATER LINE (SIZE AS NOTED) EXISTING CONCRETE Wf. r— k AN OL ^=4 OL @%=? 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