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HomeMy WebLinkAboutPlan, Tentative APPLICANT 3/10/20170 0 L: tv X 04 zV 00 se Qy CL m INOR SIT P AN MODIFICATION NEWLIF-E CHURCH 2080 19TH STRE T, SPRINGFIELD, OR 97478 MAP: 17-03 -25 -2411 TAX LOTS: 00 100 7 05 100 1, 470C X: 1 202 201 200 2601 ............. ........ 270( 7 6 5 loo 300( % - 4 3.72 AC 3901 . . . . . . . . . . . P 400 403 500 504 &TKFtffPMEN .................... ITE;" J, 505 o 506 080 112 2 5201 560( 0:19"w T T ET 600 ASC 700 240( OT 001 0& 51§ 6w 217 216 215 $2V 5100 10, 0.68AC 7 6 6 mw"w T — — — — — — — — — — —maoz i3v s =12- 5202 5200 STREET 21 aw 4300 4201 4400 0.14 AC k 36 37 P, ST5300 4200 _ I 0.23 AC w V uj 21 4000 224500 5400 0.26AC 23 Ff.Sr 3902 4600 nooArl Nr il 00 ASSESSOR'S MAP: 17-03-25-24 LOTS:00100t05100 N. T. S. PROJECT DATA: 2080 E. 19TH ST. SPRINGFIELD, OR 97477 MAP# 17-02-25-24 TAX LOT # 00100 & 05100 SITE: 4.33 ACRES SCOPE OF WORK: CONSTRUCT TWO STORY, 4,210 S.F. ADDITION TO EAST SIDE OF CHURCH RENOVATE SPACES ADJACENT TO THE ADDITION. EXISTING BUILDING FLOOR AREA 1ST FLOOR: 19,365 S.F. (4,185 S.F. GROSS MAIN ASSEMBLY SPACE, 2,480 S.F. NET SEATING) 2ND FLOOR: 3,700 S.F. NEW ADDITION: 1ST FLOOR: 1,835 S.F. 2ND FLOOR: 2,115 S.F. TOTAL NEW FLOOR AREA PROVIDED: 1 ST FLOOR: 21,200 S.F. 2ND FLOOR: 5,815 S.F. 27,015 S.F. PARKING (RELIGIOUS CATEGORY): MAIN ASSEMBLY SPACE: 4,185 S.F. @ 1/100 S.F = 41.9 REMAINDER OF BUILDING: 22,830 S.F. @ 1/200 S.F = 114.2 FREE STANDING CLASSROOM: 1,440 S.F. 9 1/200 S.F. = 7.2 TOTAL REQUIRED: TOTAL PROVIDED: = 163.3 = 165 BICYCLE E PARKING (RELIGIOUS CATEGORY): MAIN ASSEMBLY NET SEATING AREA: 2,480 S.F. 9 1/200 S.F. = 12.4 SHORT TERM TOTAL PROVIDED: = 13 VICINITY MAP CIVIL SI IEET INDEX SR1 SR2 SR3 SR3 SR5 SR6 t�ft, V) 6 wnyy CA-uocck M I 0F lO (-,UVtK -GENERAL NOTES EXISTING CONDITIONS PLAN SITE REVIEW PLAN ELEVATIONS AND FLOORPLA CIVIL DETAILS CIVIL DETAILS Date Received MAR 10 2017 Odginal Submittal 26L. 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Till 0 05 rl or VJ V� original Submittal. � 6L- V* �Wls-ve. s I l7 Z CN ro Ln CN 6m z 00 C� r -T 44 It"T z u .-j u < < rvoo, z U V) LLJ 0V7 u < u LU u W00 w n n w x a. o o V) < u Li Z W rvo, z LLJ w LU Z C0 O zu LU 0 00 V- U uj G� L M LU _a Z z z r) < rvoo, > U a, LLJ 0V7 u LU LL W00 w n n w x a. o o X1111 z a, 0V7 W00 w n n w x a. o o Li W z w 0 61111 am SHT 4 OF 6 z a, 0V7 W00 w n n w x a. o o Li W z w 0 am SHT 4 OF 6 THRUST BLOCK 12" MIN I Li 141013L MIN. CONTRACTOR TO SEAL ALL I OPENING IN VAULT WITH NON I SHRINK GROUT PRIOR TO I BACKFILLING OSHA APPROVED LADDER 1F DEEPER THAN 4, PER i CITY DETAIL a 24" MIN PIPE NOTES 1. FIRE PIPE SHALL BE FLANGED DUCTILE IRON, FLGXFLG WITH GASKET PLM TO FDC LOCA77ON FIRE UNE DOUBLE CHECK AT AREAS OF AND WITHIN 5'-0" OF ALL PAVEMENT, WALKWAYS, AND RIGHT-OF-WAY, SEE SITE PI PIPE TRENCH; THEREFORE TOTAL NEW PAVEMENT WIDTH=44" MIN) NEW PAVEMENT PAVEMENT BASE AGGREGATE I 12i1 PIPE MIN ZONE GROUND LINE - FLANGE COUPLING ADAPTER D.I. SPOOL FLGXFLG WITH GASKET SIZE UTILITY VAULT OR *EQUIV. WITH F.D.0 WITHOUT F.D.C. 4 676 -WA 577 -WA 6 687- 676 -WA 8 687 -WA OFF 516 -LA (,i'13AI X TO INSTALL BALLAST 3 CU. i « h • i � �II�II _ SII _ _ I(�(Irn►�I �• 'IVA an(A 710 SUMP PUMP PUMP SHALL BE GRUNDFOS MODEL KP250 1/3 HP STAINLESS STEEL SUMP PUMP WITH A FREE FLOATING LIQUID LEVEL SWITCH WITH NORMALLY OPEN CONTACT THAT CLOSES ON RISING LIQUID LEVEL. PUMP SHALL BE EQUIPPED WITH 1-114"" DISCHARGE AND MISCELLANEOUS PIPING FOR DISCHARGE INCLUDING AN INLINE CHECK VALVE AND ISOLATION GATE VALVE (SIZE EQUAL TO THE DISCHARGE LINE SIZE) DOWNSTREAM OF THE CHECK VALVE. PROVIDE POWER SOURCE AT A VOLTAGE COMPATIBLE WITH THE SUMP PUMP MOTOR. CONDUIT FOR POWER SHALL BE A MINIMUM OF 2' FROM ANY OTHER PIPE PENETRATION. DRAIN TO CURB GUTTER THROUGH 2" DRILLED WEEP HOLE. FIRE FDC VAULT CONNECTIONS AND RESTRAINT N. T. S. AT AREAS 5'-U BEYOND ALL PAVEMENT, WALKWAYS, FG RIGHT-OF-WAYS COMMON BACKFILL FINISH GRADE CO0-0 MPACTED CRUSHED ROCK BACKFILL Iry CAST IRON VALVE BOX i_ DETECTABLE TOP AND COVER i WARNING TAPE FOR NON-METAWC PIPE SD PIPE fPIPE 6" DIA. g° MIN VARIES MIN 20 MIN I. " A TYPICAL PIPE TRENCH N. T. S. SURFACE 6" GATE VALVE AWWA C-500 MJ TO FLANGE MJxMJx FLANGE HYDRANT TEE MAIN CONCRETE THRUST BLOCK L A2NCKORS 0 'U' -BOLT THRUST BLOCK Aii riInr r Inni \/ 'TA n T/"1 V r i •■ e-11 r T ei u s 1 DRAIN TO CURB OR STORM DRAIN DRAIN TO DAYLIGHT OR INSTALL SUMP PUMP 1. ABOVE BMW AREAS BASS ON TEST PRESSURE OF 150 PSI AND AN ALLOMUBLE SOL BEAMG G SYRESS OF 2000 =ZPOSCOB PER FOO?. TO ODAIPUTE BEMMrO AREAS FOR OFFEROU TEST PRESSURES AND SOL OEM MUSE FOLLQIMW EQUATIDN: BEAM AREA • ( TW PRESSURE / 150 ) x ( 2000 / SOI. BMW STRESS) x ( TABLE VALUE ) 2' Ae OOI�PUtE FOR OMT�It t! 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ABOVE BMW AREAS BASS ON TEST PRESSURE OF 150 PSI AND AN ALLOMUBLE SOL BEAMG G SYRESS OF 2000 =ZPOSCOB PER FOO?. TO ODAIPUTE BEMMrO AREAS FOR OFFEROU TEST PRESSURES AND SOL OEM MUSE FOLLQIMW EQUATIDN: BEAM AREA • ( TW PRESSURE / 150 ) x ( 2000 / SOI. BMW STRESS) x ( TABLE VALUE ) 2' Ae OOI�PUtE FOR OMT�It t! T!E FdJAWMLG E)4U ' 4060 POUNDS PER CUBIC MIME s ( TEST PRESSURE J 150) x ( TABLE VALUO �I•I�� ill r: law, A :I5 -r%/n1/­'4 A i _r1 l n i t c"r n' I vee VVI > e e -e% ■ is e -v DUAL PORT INLET VERIFY MAKER MODEL AND SIZE WITH CITY OF SPGFLD FIRE; ORIENT PORTS TOWARD RIGHTOFWAY BALL DRIP DRAIN ROCK ACCESS COVER. SET TO FINISHED GRADE. FIRE DEPARTMENT CONNECTION (W� CHECK VALVE, AS REQUIRED) N.T. . OCKING fi to -NO-7-0000S 00,V1 Ile view Mod fv�t'n' o,( (v NOTE: THE REPERENOES PA6VIDED IN fHl# .STANDARD ARE POR INFnRMATtCiNAt PURPOSES,, -ONLY AND . 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F 4tNI, *� ierb Elsi in M M AP' I: LU vv 'hr�hs aw, nfiltraftvik 0 4'tdrge6rqb% U finer when w�tlni�„f0' imam foundation oi.t:” P ik,,- Wa4'efprooffinen" 'V-&,orequlvatent where of Bei! 4; overflow: fl., In'stallwashad peagr.aveLor*ermck tolranstriooftom P adta-q M"Uql.; od-cofibm esr. �storm b inlet eleva W'Wmust -agow. for . -r", of freetqa!d. mitttrrst m.1 L. engt hdlhe:swalc z :0 TY-,'QF.1 Z , SY WALE' DAYS VqO! jffs :SNG U P-4 TYPHI 4ETAO W E-4 00 < u Li 4*5i.1.&S,wA1P,,,0&_M Plant Swales;�.At'6 filtraio �stdftnwater -.COAV_OYai1ce OrOvide'Dow confetti and: stormwafor ;olu.ajjq,. y isen.efi . Swalesare. ng 46d, �p narrow OW vegetated". gr M-wa , t x.,110 ff which �alw w 0 p1lutall" to s to ol ettie 4 fil, --AstheM, i- gh-" OW ky, - filter ut, u All fa 11 , wmpoii6nt� Vegot c �Atibn,:and,­sotircecont Is shiill,�be inspected for proper r operations strutturat .stabil fbe�fhe.-fi' Zyear.s horn the event, Teals ltog a;x#lor Written Guidance iOqr;n-4tiOM for opqr. ;aqo �A*Woipjog:SwAles, ::property ty � owners ol..tenants: A,,p ,.of' -e.".0 MTlan,.sh, shall be. proin �if P. the all be, Y Ok'ovldod,fiD;r:-a11 - P 0 efty.',owneirs..and tenants P Ittsp .i tion it ogs: shall be -top bythe: fuili ty owner d inor►str brig the: f llo. � ng. xtenis hare: inspected and are, M4intatnedProp or Access to swales shall e g- in :4.esafe access s,, of'VieJaeility'.shall. be', sonne and . er eqUipmen. aco: to'the Temqypd. 'Cha nel%x lion olidcauses for-qjterodw.ater f#ov►r`:sha�li lie idem f land co _reeled .Pon..discovery 'StorifiWater should exile the vegetativei filter, as shoet flow, unless: -a" rcoaoction Orainpl ejs used.. Debris al0d Iitt6f shah ,he 'removed .-:to prevent ang clogging; an'd Jlrite*re4o;p� with. plant .grqw.th. Fa en leaves.. and :dqbf! kPm:,dqcioluO1w plant. foliage sh4l.l:be -.naked and ._kem­ove.d. • ErbSiOn DMI Pmishall be identirlet-and controlle4m. hen nat e -soil i&:_expq.sed.0r1 iv . erosion channe.lsare forxnjng. e Gr ed$walo sha I b,Omowed :to 4 9`.MRhzndgrass clippings `shall' removed d MOP$ r12 Ompsz.Pery legis ear be excavated and, :cleaned, and, "..-grOyel or 'oil .;shall. b s re jape ..,u aj)q wi, q t n4q. hours..9f ,.A,.stotm,,evOnt, ;Inlets shall -maintain acollo flowof-water enterjn• w ga�d"shalI be: yben pnveya4pp�jpPAOty is,p gged. to. eqsa 00.1 ti lit we.unrostrj sto _nwotor- flowto the, rain _--.g' den. • Mukkshall, be "replenished as nogdedt o ensure pj agrow qh, Nuisance and Prohibited Vegetation from the 'EuggnoPlant List :(such :as, -41aqbgrinies �#44- English ly *,).,, -�hgjl- be, r.,ompy, v. 4. JIRVAsivo� �k_ y poll *490 pre vegetatioucontr!Wting;-up'-to 25%of vegetation :of all sgec�es'sh"all herb n red and Topl4c;pd, OE ben-SMO-tho onvey re itis 1.0 shall be t7 �edlv plugger St:ormw.ater.Oanagemeut Ma'qu.41 4,25 Sedimentation ,build- 4p.hearlor:exceeditig X, in olepth,:sball be"hanol-removed with .minimum, damage to vegetation using proper "erosion control: measures. Sediment shalLboremoved ifit is: moire than, 4 inches thick or so, thick'; as to-44magp or kill - .vegetation. is Slopes shall.be,-stabilized topreventerosion:and failure o-sing.appropriate measures wheh native sail is exposed. • Vog-pt i q elation be h altUy,�Pd dense .encu to. provide, filtering whileprotectin underlying soils -fr6m, erosion. Dead vegetation shall bO,x6oloved to maintain less than IM: of area coyeragpor when vegetative ffiter function is; impaired.,V6getation shall be'tenlaced immediatelyy to control erosion where soils are exposeo,anol. within. .Iinonths to maintain cover .density. Spill Prevention Measures shall beexe exercised on site: when handling substances that contaminate stoymwater.)Rejeases-.of pollut-ants shall be corrected as soon as identified. Non-Chendcat Pest OhtrOl measuros�.sballbov taken to, prevent development of insects; mosquitoes, and aidents, f Ft w (t N �1- X0005 r4c_ Ckvral MAR I 01191nal SubmittalYrn Stormwater Management Manual 4.26 EUgone 2014 z F_ CN M Lr) N 6M z 00 ON 7T LU vv z U 0 ._j U rV U U_j z d < Z _t� U W�_4 8 U P-4 LU W E-4 00 < u Li LU K) Utee O M a rV, 0 Z r -L C,6 lJ W <V U z Z 1;j nlo LLJ _j LU Li Z 00 0 Q F— IN I (D zu LLJ U. LU W 01 C) :eON 1 to 1 01 00 U LL; M ON M z C z 0 rV U U_j z Z _t� 0 W�_4 8 U P-4 LU W E-4 00 LL. Li n. K) M M a 0 0 Z SHT 6 OF 6 1 Z 0- 8 x 7 00 Li n. K) M M a 0 0 Li W z 1;j _j W Q F— 0 W x M U < W 01 C) I C) 1 to 1 01 Q- SHT 6 OF 6 1