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HomeMy WebLinkAboutPlan, Tentative APPLICANT 2/19/2021'E E (E'�4`-­ SITE PLAN NOTES LEGEND �Tbi— E DENSITY AND DWELUNG UNITS: PROPERTY LINE (SUBJECT PROPERTY) 7L-- Ci �hAwk4-35, 769 MDR REQUIREDMDR STANDARD: 13-28 DWELLING UNITS I NET ACRE PROPERTY LINE (ADJACENT LOTS) SITE SIZE: 0.85 GROSS ACRES (37,026 SF) -��FNWy�,l vt -(',lE)Wv9 --`E)WW F"'WW --(E)WW L) m',--(-)WW-(F"WW- C- i MH Pilhl� 4,35.4 4 11-24 DWELLING UNITS PROPOSED FENCE UJ PROPOSED: 18 DWELLING UNITS EXISTING EASEMENT D —(E"SD —(E -_)SD -fE"S-D —(P -)-D D —(,'CE)SD -(F"SD —"E�SD" ('E7_)SD ---(E\SD ",--',\SD —(E_\,Q_D 21 DU NET ACRE VEHICLE PARKING: STANDARD PARKING SPACE (9x I&) INCLUDES WHEEL STOP TO MEET REQUIRED: STANDARD: I SPACES/ DU REQUIREMENTS OF SDC 3.240(8)(f). co PEDESTRIAN ACCESS RESULT: 18 SPACES PROPOSED: 18 SPACES OFF-STREET (12 STANDARD, 5 COMPACT, 1 ADA) COMPACT PARKING SPACE (8! x 16) VEHICULAR ACCESS INCLUDES WHEEL STOP TO MEET REQUIREMENTS OF SDC 3.240(8)(f). Z7 C. 0H",tV—"0H'VAl--(E) Hv� v =-,/— (E) 6 BIKE PARKING: REQUIRED: STANDARD: I SPACE I DU, 75% LONG-TERM CONCRETE PAVING < EXISTING SIDEWALK 4 TYP /6 —24!4f. + 25% SHORT-TERM 0 < 777 N. -EXISTING UTILITY POLE AND STREET LIGHT A, v/ -7 A RESULT- 14 LONG-TERM SPACES AND 4 SHORT-TERM SPACES PROPOSED: 28 SPACES GENERAL OPEN SPACE (LANDSCAPE) co < w 4- 12 LONG TERM SPACES PROVIDED IN LOCKABLE ENCLOSURE < in co 6 w to W CO) . ...... Alz' x SETBACK TO BE ------ /:0 PARKING & CIRCULATIONATTACHED 6 LONG-TERM SPACES PROVIDED IN LOCKABLE ENCLOSURE TO EACH TOWNHOME C0 w Ir qqr 0 PLANTED WITH 3G-40" EVERGREEN HEDGE AND SHADE TREES (SEE BUILDING DESIGN SET) SHORT-TERM SPACES PROVIDED IN OUTDOOR, W'fjf�/10 < 2 a) I-_ z o 0 04 COVERED RECYCLING & TRASH 8! x 16% WITH SCREENING ENCLOSURE WALLS COVERED ENCLOSURE VEGETATED STORMWATER TREATMENT AREA Cf) 0- w 0 ROOF TOIZ OPEN SPACE: GENERAL L 0 a- VI/ O -S- REQUIRED: STANDARD: 15% OF GROSS SITE AREA COMMON OPEN SPACE z . .. . . ..Fzzz/-Jl RESULT: GROSS SITE: 37,026 SF 5,554 SF = 15% OF GROSS SITE // f�,f,� j f,• 15 -Qv .. ...... PROPOSED: 12,487 SF (34% OF GROSS SITE) TRASH 1 RECYCLING ENCLOSURE j/// j/�// ; t COMMON O. S. REQUIRED: STANDARD: .25 SF 1.00 SF OF GROSS FLOOR AREA //// j///� / PRIVATE OPEN SPACE, SF PER UNIT fj/// 96 (500 SF MINIMUM WITH NO DIMENSION LESS THAN 15') RESULT: GROSS: 11,664 SF BIKE PARKING ///f NOTE: PRIVATE SPACE PARTIALLY LOCATED j% . ...... WITHIN THE 26 LDR BUFFER RESULT. 2,916 SF (COMMON O -S. LESS PRIVATE O.S.) 251 TRANSITION TOj /j / 1 j PROPOSED- 3,012 SF I EXISTING DECIDUOUS TREE TO REMAIN ADJACENTf� LDR ZONE ...... % ACTIVE O.S. REQUIRED: STANDARD: 250 SF PER 120 DU (NO DIMENSION LESS THAN 15') -7 COMPACT PARKING STALL (8! x 18!) RESULT: 18 DU (STANDARD DOES NOT APPLY) EXISTING CONIFEROUS TREE TO REMAIN 5 OF 18 SPACES (28% OF SPACES) PROPOSED: NIA TRANSITION ZONE TO LDR TO BE PLANTED WITH % PRIVATE O -S. SHADE TREES ALONG THE REQUIRED: STANDARD: 96 SF IDU MIN. (NO DIMENSION LESS THAN 6) RESULT: 18 DU x 96 SF = 1,728 SF ---- IRRIGATION SLEEVE FENCELIKE EVERY 39 O.C. vFLATS (BUILDING 2): PROPOSED: 1728 SF (BACKYARD PORCH AND BACKYARD PATIOS) PROPOSED POLE MOUNTED LIGHT YARD DRAIN INLETS AND PERIMETER FRENCH DRAIN 0 OO L \y % 12 (1 BR) UNITS 26 HEIGHT, 550-573 SF PER UNIT PRIVATE PATIO (96 SF) LANDSCAPING: REQUIRED: STANDARD: 151/6 OF GROSS SITE AREA RESULT: GROSS SITE: 37,026 SF EXISTING STREET LIGHT TO REMAIN // f/ jf f ��}�Q AtOP 5,554 SF = 15% OF GROSS SITE %& PROPOSED: 12,487 SF (34% OF GROSS SITE) //� j jff j�5�� ' f%f�fjffj,p¢ OPEN SPACE PEDESTRIAN AMENITY: s_wmu.. {aY_ ., 2 aGROUNDWATER BENCHES AND INFORMAL PATIO PROTECTION daw6 U') ........... LO ACCESSIBLE PARKING STALL (W x I&) I of 18 SPACES (5% OF SPACES) DURING CONSTRUCTION STANDARD PARKING STALL (9x 18!) 6SPACES 12 of 18 SPACES (67% OF SPACES) 1. THE FOLLOWING REGULATIONS MUST BE OBSERVED DURING F_ 40 ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP MATERIALS DISPOSED OFF-SITE AND IN ACCORDANCE TRANSITAT E WITH LANE COUNTY AND DEQ REQUIREMENTS. IN EVERY CASE, CARE SHALL BE TAKEN TO PREVENT GROUNDWATER CONTAMINATION. NEAREST TRANSIT FACILITIES EXISTING: Lane Transit Authority EmX, Pavillion Station CHEMICAL HANDLING, STORAGE, AND USE: CONTRATORSIDEVELOPERS SHALL BE RESPONSIBLE FOR SAFE HANDLING AND STORAGE OF TOWNHOME (BUILDING 1): 920 ft from subject site CHEMICALS, PETROLEUM PRODUCTS, AND FERTILIZERS AND THE It ----- - (6) 2 BR UNITS 25 HEIGHT, 828 SF PER UNIT operates 7 days a week PREVENTION OF GROUNDWATER AND STORM WATER RUNOFF CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, PRIVATE PATIO (100 SF PER UNIT) INCLUDING PAINT AND CLEANING MATERIALSIWASTES, MUST NOT ENTER A CONSTRUCTION NOTES THE SOIL OR BE WASHED INTO THE STORM WATER SYSTEM. ALL PROPOSED SHORT-TERM BIKE PARKING - CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY 10 SPACES 1. THIS SHEET SHOWS EXISTING CONDITIONS TO REMAIN AND NEW SITE IMPROVEMENTS. EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS SHALL BE TAKEN TO PREVENT FLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE < 6 SPACES 2. EXISTING CONDITIONS INFORMATION BASED ON SURVEY BY BRANCH FROM LEAKING, INCLUDING PROVIDING A DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHALL BE Nr // // // // / / // / /////....... ENGINEERING, INC., 310 FIFTH STREET, SPRINGFIELD, OREGON 97477, (541) PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR //j/ ...... .ff%f4 PROPOSED 6! FENCE 746-0637 -FAX (541) 746-0389. 3- NOTIFY OWNERS REPRESENTATIVE OF ANY DISCREPANCIES IN THE LEAKS MIGRATING TO THE SOIL OR STORM WATER DRAINAGE / / j / f j f f fff f% ff ...... EXISTING PATH AND BIKEWAY ... MAINTAINS CONNECTION SOUTH LAYOUT OF WORK PRIOR TO EXECUTION OF ANY WORK 4. OWNEITS REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF SYSTEMFROM NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE. 1-71 /j//f%ff/ _ f f� 1 77 ACCESS EASEMENT BENEFITING I / 297 DEADMOND FERRY RD. # 99061898 ANY SITE REVIEWS - 5. THERE SHALL BE REQUIRED REVIEWS BY OWNER'S REPRESENTATIVE 2. WELLHEAD PROTECTION SIGNS SHALL BE PLACED AT THE SITE TEMPORARILY DURING CONSTRUCTION AND PERMANENTLY AT / /f f ff j / :-; - -_§ --DOC- 71-A 'k PRIOR TO EXECUTION OF ANY WORK, INCLUDING AFTER STAKING & TRASH/RECYCLING ENCLOSURE AND ADJACENT TO THE SWALE(S). THE LAYOUT, PRIOR POURING CONCRETE, PRIOR TO BACKFILLING AND ROUGH SIGNS ARE INTENDED TO ALERT CONTRACTORS, SUBCONTRACTORS, PROPOSEDFENCE- PARKING & CIRCULATION SETBACK TO BE 30-40" EVERGREEN HEDGE PLANTED WITH 30 GRADING. EMPLOYEES, TENANTS, AND OTHERS TO THE IMPORTANCE OF REPORTING 6 HEIGHT TO PROVIDE VISUAL SCREENING ALONG ADJACENT LDR L -LL ILL- __L_ ....... AND SHADE TREES 3U O.C. 6. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL LANDSCAPE AREAS. AND CLEANING UP ANY SPILLS (SIGN STANDARD AVAILABLE). PLEASE CONTACT AMY CHINITZ (541-744-3745) TO PURCHASE SIGNS DIRECTLY / "j/jFROM 7- SEE DETAILS FOR INFORMATION ON CONSTRUCTION MATERIALS AND//�////j INSTALLATION METHODS. SUB. 8. PROVIDE EXPANSION JOINTS (EJ) AT INTERSECTIONS, CORNERS, OR < m z 0 < WHERE CONCRETE SLABS MEET WALLS OR OTHER STRUCTURES. 9. PROVIDE CONSTRUCTION JOINTS (CJ) BETWEEN ALL POURS. EXISTING 6! FENCE TO REMAIN w C0 0 0 10. ALL CONCRETE PAVING JOINTS NOT LABELED OTHERWISE ARE CONTROL JOINTS (SJ). < YARD DRAIN INLETS AND ?'_LU a6 10. OMIT DOWELS AT EXPANSION JOINTS ABUTTING WALLS AND STRUCTURES. PERIMETER FRENCH DRAIN co 11. ALL CONCRETE PAVING JOINTS SHALL BE EQUALLY SPACED BETWEEN z SHOWN OR NOTED LIMITS, AND SHALL BE AT 90- ANGLES TO EDGES OF PAVEMENT AND OTHER JOINTS UNLESS OTHERWISE INDICATED. g < CL 12. ALIGN CURB AND GUTTER JOINTS WITH CONCRETE PAVING JOINTS WHERE ADJACENT. Nlk :VWR 4 13. SEE BUILDING PLANS FOR FOR ADDITIONAL BUILDING INFORMATION. 14. SEE CIVIL PLANS FOR ADDITIONAL CIVIL INFORMATION. /7 ADJOINING HEARTFELT GUESTHOUSE - SHOWN AS AN APPROXIMATE REFERENCE. f All NOT SURVEYED. LAND USE 0, REVIEW SET Z THIS DRAWING IS NOT FOR & CONSTRUCTION IT A 02-19-2021 Ll r { S :y (i P�� �FJ _ k' /'- lnii' f ri 't'S f]'\ .f: --+.i 4^s i 1 +"' , .s4:' !(-� 31a q: "f.`-��:!•t i4`it p-'�' 'f3= ti'_ t3f .i,l �S 5 F3. :kx SAN 9?`f fr'c t -l` to f -•,c, �.= f L �•. \. t ��'.tl r: f.n. t S. :!^.` _-_ ;`i i ;.r .l:. __. ..t, !,.- i1,#. -r '1 $t�... '-� ,fi. , I. f '_,� ; j. t #M: - _ } ii4gf mr i`. %f i 1 I = ;. ",-;' ¢a, ` Y x L' 4Y py`i§e 'i�§t #tY `-� 54 :t Yr' §�#'y#rp S L §'# s} _"° F �§'tt i_#.`i °6` � s_.. }'i '„ si. V> i"d #J l �' �'�?a i sY, '" 1 zt S':` L €§`, r".a1. t r J t2 f 1' 1 i 1 / i i% tJR/0:435.44 fr3G /ff f � is ,t F--� r; F i r`; ^-'� . ( ^ "� -°..^ ^ `"i '.'."`. ;-•, _ ""'"5 " : .____ t� - r` \ ^ r-1 f D -rP � ISD § ' __ �i S s fE"SD 4 t - i f �_ /F", a f S � ` ' C :c s }} Lb 1 s l �`. ? .i : t ``' _ j ..._ � �' s T i `-� � i � l'' l'i� `�J'4`�°.F�'�" _ F UJ 4 ` ? In k4 /s„u S' V l ✓ Y's...E dJ sJ iia *ir,/-?..i ,a✓ l `+•> AzN v V on 46 h c" _ _ _. .- 'A" -.0 • �t5�_{�4u E¢0H'A'r �u`vVf,0LY(E) < .4 4$.00 BG w } r t {{ ty �! _ x 438 r u .50 TC ` Row fi �4 00 BG 1 1� � 43:70 , 4 .4 Ci 43 -1,0. u - 3 g - i \37.5 �., _ > t f\ f\ / r v' 438 0-1 W \vD u` j 1 '43�� AD 438.5 0 - - - 438.06vBG „R I� MAA 4 .4Q -..-. x .... i 437.7 , BC . _.. . 438.3 TYP. ALL LOTS 438.40 T TG Y`'�v °} 437.9{8G ;f 438 . `- 438. �X. 438.0 YI TYP. ALL LOTS 43 .F -` _ --°l0 436_90} �4 FFE 7/ a ` X439 00 �� .. 437.40 BG . , 8.00 TG .438.00'TC 4 .0 £ . .437-50.13C " _ 438.00 TG -437.50-BC 43 437.70 x BEEF 437.70 20%0 : l - 432.30 439.00 . 438.50 , Y 432.30 ... 4.90 D! 4 FFE 2° 438.5040 - 437.40 8 439.00 , _G w 437. - 438.00 C 4-0 43 00 (�\\ 438.0 Yl TYP. ALL LOTS _ Yl 438:00 TC 438.3 TYP. ALL LOTS45 "8 438.70 4 _ G M M 4 0 TC .. ...... -2'l 2°!0 ` v 7.70 BC ...... ... ; 437. Y h 438.90S 0 0 438.50 438.85 FFE 438- 439-00438. - . . , - ` 438.50'T 438.75 Y, 38.008 O o 38.5 - -- � 437' . 438.00 438.5 p V --- 49�$5E10 438ix .80 TG 437.70 38.�0 TBG 438.3 Yl TYP. ALL LOTS PIPE INVERT 438 3 VI 4.5 438.30 BC 3 . D C 7' 438.40 TYP. ALL LOTS 37.66 DRAINS EAST AND WEST AT 1% t 0 438. - AGGREGATE EDGE- FRENCH DRAIN BELOW ELEV. 437.3 - GROUNDCOVER EDGE ABUTTING FENCE AT PROPERTY LINE 438.40 TYP. ALL LOTS w m 111 1. ALL SURVEY INFORMATION PROVIDED BY: BRANCH ENGINEERING, INC., 310 FIFTH ST, SPRINGFIELD, OREGON 97477, (541) 746-0637. 2. VERIFY EXISTING ELEVATION WHERE NEW WORK ABUTS EXISTING TO REMAIN. NOTIFY OWNERS REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO ANY CONSTRUCTION. 3. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A MANNER APPROVED BY GENERAL CONTRACTOR. 4. INSTALL ALL NEW STORM UTILITIES SO THAT RIM ELEVATIONS ARE FLUSH WITH FINISH GRADES AT LAWNS AND PAVEMENT AND 2" ABOVE FINISH GRADE AT PLANT BEDS. ADJUST RIM ELEVATIONS OF EXISTING UTILITIES ACCORDINGLY. 5. THE CONTRACTOR SHALL NOT PERFORM WORK WITHOUT CITY INSPECTIONS WHERE INSPECTIONS ARE REQUIRED BY THE ABOVE SPECIFICATIONS. 6. REQUESTS BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE APPROVED BY THEOWNER`S REPRESENTATIVE BEFORE THE CHANGES ARE IMPLEMENTED. 7. OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. THE CONTRACTOR MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER (OREGON UTILITIES NOTIFICATION CENTER (503) 232-1987). 8. THE GROUND SURFACE SHALL BE PREPARED TO RECEIVE FILL BY REMOVING VEGETATION, NON COMPLYING FILL, TOPSOIL AND OTHER UNSUITABLE MATERIALS, AND SCARIFYING TO PROVIDE A BOND WITH THE NEW FILL 9. OWNER'S REPRESENTATIVE WILL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL SITE INSPECTIONS. 10. ALL NEW ON-SITE UTILITIES WILL BE PLACED UNDERGROUND. ALL PROPOSED UTILITIES TO BE CONSTRUCTED PRIVATELY. LEGEND GRADE BREAK DIRECTION OF DRAINAGE MATCH MATCH EXISTING GRADE HP HIGH POINT LP LOW POINT TW TOP OF WALL BW BOTTOM OF WALL TC TOP OF CURB BC BOTTOM OF CURB 499.40 PROPOSED GRADE v - TS TOP OF STEP BS BOTTOM OF STEP FL FLOW LINE ELEVATION AD AREA DRAIN 4D PROPOSED AREA DRAIN EXISTING ELEVATION � L , Oa X LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 02-19-2021 L D r u n u V a D O Ix C9 w Q w H T N O CV + LANDSCAPE ARCHITECTS + ELI w� ©�- w 0 iZuo Q > _ z oO ,v U., I--->-03: us�zQaz-� JOQr-z� � :z F z>-n}0-cr of wt - n< C) ZO-OCL >QC)Crw dl www wQ�-may= c6 nxwQ o �0Q0MF T- U Q U W O Q CL d' I--acZ!)zn R{} =win-wcr C.)¢zF a- tti LL a-0 c, ¢UwIOz� r c� cr >- W Lu:z WLu:z �}=0J N E ¢zoF'w CL } Lu CO UJ a !-fr-w Y� ( (6 CL z O ut 0 0- ti to :3z I' Z z 0� <'--< uj Q 13L>z>E—=)ME 3s tLW<LliitLuW Q} U0:coa(--PJB E{i U)LL,� m: 3:: Oy' Lf) O <U,M Ir Lu �- W I.s (} Scr- X�QmZQ 84' • s V N 1/1982 C= ul w o. 0 t� w a L M It I-- fx w 55 E ICL LL 0 z ,1 0 Z 0 m z 0 W � J } Q WU- w Ix C) Z 0 0 0 Z O _w �y W z a w i�if N © v SCALE I"= IV - 0" a. 9 S' 9 y 29 Revisions # I Date I Description C= L7.0 Q CK w w a U) w N O N Q o w `?ui t� L M I-- C:� 55 E ICL Z m © v © a. L7.0 Q CK w w a U) w N O N Q a LffilART OF DISTURBANCE [���j f��------.,.-"- NMI }`_'' f t N Y 8" MAPLE _ ,/ 1, FAIR TREE PROTECTION FENCING 9 FILBERT i i.... .. ...... r. 2, FAIR X' HOLLY CLUMP OF 6 3, FAIR .` 36 MAPLE 4, FAIR 8FT FILBERT CLUMP L 6, FAIR ; X yV,a t s $ 8FT FILBERT CLUMP xY Y 6, FAIR o - tf �CJ� l ", l 8 tt SNAG fJ l } POOR LAA i 7FT FILBERT CLUMP 1 ' . 8, FAIR w 4 I0" COTTONWOOD 9, FAIR 10 a `tom � a v vllmm' p 4ME YJ � d f a ,X R - m 12" CHERRY 10, FAIR 1 Qtt CHERRY 11, FAIR a TREE ASSESSMENT TREES TO BE REMOVED HAVE BEEN DETERMINED BY LANDSCAPE ARCHITECT TO BE: 1 _ IN THE CONSTRUCTION PATH 2_ IN DAMAGED CONDITION 3. IN SERIOUSLY DECLINING HEALTH a 4_ HAZARDOUS TO FUTURE RESIDENTS All�O©� �F� 5. TECHNICAL FELLING l�G, ytic qy ys�,Q Lac G'Q��LF �y� LF •g��� ��y �ip�Q "�,po �y LFO c 9�y SIZE/TYPE CONDITION X ct x FAIR c - o S w ✓ t }it f "N, f R� krl 'a t IT J}ri:.i im `�is p ,1 ^—"R 2 S % .kr f }y-- g1�i:W �k #��r 4f t�g r�1 iax' i"f `FE t't .f Ii'i P W � ��'i #-,._ :� ti �_'�- S.Z Y3x(�+ � YFe'�i€# t tk t , .. t, r I vx f- � _. Y��' � - //i""ye..1:'x:i € .ate > i / x Las.. F } tf f E; I L."? iFf ___.. , " 1 - i€.fL'M it ... 3 t<tF :'ix..ti. ) v �l k,..i ;, �?` ,1 , Y .`-i .`-i lel ri �° ¢ +-;�` t i -(F)SD /E" SD h (E)SD lF'-j ----�-----S? #�—\ :^\ ,,S)D r{ t i^. -(E)SD i+^. y_'•t'e �3Tv'£ 4� '"m t -•t 3 ? r Ja 9 r, � r� P't 1f` SD SD ! }- �f".. i ,r.- I C i-•� f `l. P� `i -R (E SD SD F �i f�� .. t£ {-` ISD P ...:F1 `..1 i .a` a ' f v f 'fi'1.e.� :` f ) Tum tt�� 1€€}& ts�)._:D 'a #4 X 4 X` 8. 7FT FILBERT CLUMP FAIR Y X 9. 14" COTTONWOOD FAIR X m 14. 12" CHERRY FAIR X 11. 1 U" CHERRY FAIR X 1% © v 3 a. ;t LffilART OF DISTURBANCE [���j f��------.,.-"- NMI }`_'' f t N Y 8" MAPLE _ ,/ 1, FAIR TREE PROTECTION FENCING 9 FILBERT i i.... .. ...... r. 2, FAIR X' HOLLY CLUMP OF 6 3, FAIR .` 36 MAPLE 4, FAIR 8FT FILBERT CLUMP L 6, FAIR ; X yV,a t s $ 8FT FILBERT CLUMP xY Y 6, FAIR o - tf �CJ� l ", l 8 tt SNAG fJ l } POOR LAA i 7FT FILBERT CLUMP 1 ' . 8, FAIR w 4 I0" COTTONWOOD 9, FAIR 10 a `tom � a v vllmm' p 4ME YJ � d f a ,X R - m 12" CHERRY 10, FAIR 1 Qtt CHERRY 11, FAIR a TREE ASSESSMENT TREES TO BE REMOVED HAVE BEEN DETERMINED BY LANDSCAPE ARCHITECT TO BE: 1 _ IN THE CONSTRUCTION PATH 2_ IN DAMAGED CONDITION 3. IN SERIOUSLY DECLINING HEALTH a 4_ HAZARDOUS TO FUTURE RESIDENTS All�O©� �F� 5. TECHNICAL FELLING l�G, ytic qy ys�,Q Lac G'Q��LF �y� LF •g��� ��y �ip�Q "�,po �y LFO c 9�y SIZE/TYPE CONDITION X ct 1.8" MAPLE FAIR c - o - w 2.8FT FILBERT CLUMP Ps.4,q 7S E X C? Ir //i""ye..1:'x:i € .ate > i / x Las.. F } tf f E; I L."? iFf ___.. , " 1 - i€.fL'M it ... 3 t<tF :'ix..ti. ) v , i. T. } k,..i ;, �?` ,1 , Y .`-i .`-i lel ri �° ¢ +-;�` t i -(F)SD /E" SD h (E)SD lF'-j ----�-----S? #�—\ :^\ ,,S)D r{ t i^. -(E)SD i+^. y_'•t'e �3Tv'£ 4� '"m t -•t 3 ? r 9 � LffilART OF DISTURBANCE [���j f��------.,.-"- NMI }`_'' f t N Y 8" MAPLE _ ,/ 1, FAIR TREE PROTECTION FENCING 9 FILBERT i i.... .. ...... r. 2, FAIR X' HOLLY CLUMP OF 6 3, FAIR .` 36 MAPLE 4, FAIR 8FT FILBERT CLUMP L 6, FAIR ; X yV,a t s $ 8FT FILBERT CLUMP xY Y 6, FAIR o - tf �CJ� l ", l 8 tt SNAG fJ l } POOR LAA i 7FT FILBERT CLUMP 1 ' . 8, FAIR w 4 I0" COTTONWOOD 9, FAIR 10 a `tom � a v vllmm' p 4ME YJ � d f a ,X R - m 12" CHERRY 10, FAIR 1 Qtt CHERRY 11, FAIR a TREE ASSESSMENT TREES TO BE REMOVED HAVE BEEN DETERMINED BY LANDSCAPE ARCHITECT TO BE: 1 _ IN THE CONSTRUCTION PATH 2_ IN DAMAGED CONDITION 3. IN SERIOUSLY DECLINING HEALTH a 4_ HAZARDOUS TO FUTURE RESIDENTS All�O©� �F� 5. TECHNICAL FELLING l�G, ytic qy ys�,Q Lac G'Q��LF �y� LF •g��� ��y �ip�Q "�,po �y LFO c 9�y SIZE/TYPE CONDITION X ct 1.8" MAPLE FAIR X o w 2.8FT FILBERT CLUMP FAIR X C? Ir 3. 3" HOLLY CLUMP OF 6 FAIR X 4. 36" MAPLE FAIR X w 5. 8FT FILBERT CLUMP FAIR X i 6. 8FT FILBERT CLUMP FAIR X 7. 8" SNAG POOR 'a X 8. 7FT FILBERT CLUMP FAIR Y X 9. 14" COTTONWOOD FAIR X m 14. 12" CHERRY FAIR X 11. 1 U" CHERRY FAIR X LEGEND PROPERTY LINE EXISTING CONTOUR LIMITO F DISTURBANCE TREE PROTECTION FENCE 10tt CHERRY 9 EXISTING TREES TO BE REMOVED UNDER THIS 1, FAIR TREE REMOVAL PERMIT TREE CONDITIONS G -GOOD F -FAIR P -POOR 19'CHERRY 1, FAIR EXISTING TREE TO REMAIN NOTES 1 _ ALL TREES TO BE FELLED TOWARD THE INTERIOR OF THE PROPERTY. 2_ BRANCHES TO BE MECHANICALLY PROCESSED AND REMOVED FROM SITE_ 3_ FOLLOW FIRE REGULATIONS OF THE DEPARTMENT OF FORESTRY. 4_ ALL OSHA REQUIREMENTS BE COMPLIED WITH ON SITE. 5. ALL SITE ACCESS TO BE FROM EXISTING ACCESS POINT. 6. EXCAVATION AROUND TREE: DO NOT CUT LATERAL OR TAP ROOTS. USE NARROW TINE SPADING FORKS AND COMB SOIL TO EXPOSE ROOTS. RELOCATE ROOTS BACK INTO BACK FILL AREAS WHEREVER POSSIBLE. IF LARGE LATERAL ROOTS ARE ENCOUNTERED, EXPOSED BEYOND EXCAVATION LIMITS AS REQUIRED TO BEND AND RELOCATE WITHOUT BREAKING. IF ROOT RELOCATION IS NOT PRACTICAL, CUT ROOTS APPROXIMATELY 3" BACK FROM NEW CONSTRUCTION. DO NOT ALLOW EXPOSED ROOTS TO DRY OUT BEFORE PERMANENT BACKFILL IS PLACED. PROVIDE TEMPORARY EARTH COVER OR PACK WITH WET PEAT MOSS. TEMPORARILY SUPPORT AND PROTECT ROOTS AGAINST DAMAGE UNTIL PERMANENTLY LOCATED AND COVERED WITH MOIST BACK FILL. 7_ PRUNING: BRANCH PRUNING SHOULD BE LIMITED TO BROKEN, DEAD AND CROSSING LIMBS. THE BRANCHES SHOULD NOT BE CUT TO COMPENSATE FOR ROOT LOSS. CANOPY PRUNING MAY INCLUDE CONFLICTS WITH BUILDING CONSTRUCTION AND SOME THINNING TO PROVIDE LESS WIND RESISTANCE IF ROOT LOSS COULD CAUSE POTENTIAL BLOW DOWN. 8. ALL TREES ASSESSED ON SITE AND NOTED FOR CONDITION BY LICENSED LANDSCAPE ARCHITECT. LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 02-19-2021 + LANDSCAPE ARCHITECTS + w wt' t=- 0 Luu 0 co _tF��=wd aZatita Lug"-��� 12r->-aM¢ UJ 6 Z = FZ�S _taf il!si2z7 tzit�w 0¢ Oo° ©gin �% zcrost-w CO a X: "J u I-- V% ED (aa " EL L ¢"ca -0>m 03 a z (i} d a:5utwz¢ C%J Cl E Q oZ 9:-r- �f-wu>tu N W O�-� w ztrw� 46 � .1oZ " tti Q t tz Q � CR O ILI mo OeuvawZE- w LLU ui a- tca-wa.�O�v� (� 84 7� L RIC V ui C 0 w Z UJ < Lu W miLL W 0. a imm z z 0 low D < L Q LSI W LL. IX © O Ul z z 0 z Z Cl �_ 0 Q 0 } 0o z ow V N (1) N SCALE 1" = 20! - 0" rmmlmmmrmmmmml 0' IV 2U 49 Revisions # I Date I Description o_ D w Q w F N O 04 ct o w vs C? Ir M v � w N o i m 'a Y m 3 © v v a. o_ D w Q w F N O 04 F1 S ALLOW ROOM FOR MULCH *EDGES HOLD FINISH GRADE LEVEL FOR FIRST 18" V&iEN HEAD OF PARKING STALL FINISH GRADE IS TOP OF $OIL. MULCH JS IN ADDITION. SOIL IS IC ABOVE ADJACENT PAVEMENT 4-1 SLOPE a EDGE- 11r DGE18" HOLD MULCH 1" BELOW TOP OF PAVEMENT 'v 1 1-1 �A {fl at �I1EIIl 111— li l fill III_#1#=i� �1 �1=#�#=i = PLANTING BACKFILL MULCH LIGHTLY COMPACTED AND SCAWFIED SUBGRADE mwj;j 11111:1411;� 1 92A N.T.S. iu I buy. LI31 tKub I t KUUF ENCLOSURE — GREEN AILKINS 975M BACKFLOW 3REVENTER —144 3ALL VALVE 31PE TO fRRIGATiON SYSTEM I' DEPTH CONCRETE PAD • DEPTH COMPACTED RUSHED ROCK BASE riv i cam. 1. CONTRACTOR TO VERIFY INSTALLATION SPACE FOR BACKFLOW DEVICE IN ENCLOSURE PRIOR TO ORDERING_ 2. BACKFLOW ASSEMBLY MAY BE LOCATED INDOORS IN LIEU OF SHO{M+P PICLOSURE_ COORDINATE VWTH GENERAL CONTRACTOR. 2. CONFIRM BACKFLOW INSTALLATION HEIGHT AS NECESSARY WTT#-BN LEGAL LIMITS TO FACILITATE EASE OF TESTING. 3. ANCHOR ENCLOSURE TO PAD AS SPECIFIED BY MAN UFACTUREF 4_ PROVIDE LOCKING MECHANISM FOR CABINET_ REDUCED PRESSURE BACKFLOW ASSEMBLY N.T_S_ WALL -J �I 1 M 1X DPA. CONDUIT AND FITTINGS — PAINTT TO MATCH WALL SCHEDULE 80 PVC WARES TO REMOTE CONTROL M WIRES FROM ELECTRICAL SUPPLY FIISH SURFAC W ELL -1 & DIA. CON A TI' N.T.S. • ' t Z,' AjIl i TREE PEDESTAL UNDISTURBED OR LIGHTLY COMPACTED SUBGRADE _2X DIAMETER OF ROOTBALL REMOVE TREE TIES AT ONE YEAR WARRANTY. PROVIDE A MINIMUM OF 18' OF TOPSOIL_ FILL HALFWAY AND WATER THOROUGHLY BEFORE BACKFILLING. DECIDUOUS TREE PLANTING (:2)- N_T.S. NOTES-., 1. PROVIDE SLEEVING TO ALL ALL PLANTING AREAS AS DETERMINED IN THE FIELD. 2. EXTEND SLEEVE A MINIMUM OF 144 BEYOND PAVING 3. EDGES, EXCEPT WHERE THE SLEEVE IS FOR FUTURE USE EXTEND SLEEVE 24" —3(r BEYOND PAVING EDGES CAP ENDS PRIOR TO BACKFILLING_ PROVIDE ROOFING NAIL MARKER AT PAVING EDGES ABOVE SLEEVE ENDS. PAVING COMPACT BASE lMATERIAL SCHEDULE 40 IRRIGATION SLEEVE, SEE PLAN FOR SIZE & LOCATION - IT — COMPACT SUBGRADE IRRIGATION SLEEVE N_T.S_ `' ," BACKFILL I 1 FILL HALFWAY AND WATER THOROUGHLY BEFORE BACKFILLING_ UNDISTURBED TREE PEDESTAL OR COMPACTED SUBGRADE j PREPARE SUBSOIL TO PREVENT l i�1�I�J SETTLING 2X DIAMETER NOTE: OF ROOTBALL REMOVE TREE TIES AT ONE YEAR WARRANTY CONIFEROUS TREE PLANTING N.T.S. PLANT TABLETS} QU PER MANUFACTURER RATE ROUGHEN ROOTBALL PLANTING BACKFILL SHRUB PLANTING N.T.S. HOLD 4' DEEP MULCH 2' FROM TRUNK ROOT CROWN C ABOVE FINISH GRADE FINISH GRADE NOTES: i. USE TEFLON TAPE ON ALL THREADED PIPE JOINTS. 2_ CONSTRUCT AND INSTALL VALVE SUMP AS SPECIFIED. 3. SET ENCLOSURE ON FIRM LEVEL SUPPORT, ON CONCRETE BRICKS ON SURFACE OF VALVE SUMP. VALVE BOX. NOTES: SHUTOFF VALVE SET TOP OF BOX FLUSH 1. USE TEFLON TAPE ON ALL THREADED PVC .POINTS. WTTH FINISH GRADE. 2. USE BOTTOM INLET ON ALL SPRINKLERS. TOP OF MULCH LAYER UNION COUPLING EACH SIDE OF CONTROL VALVE INSTALL IRRIG. HEAD FLUSH VMTH TOP OF MULCH AT PLANT BEDS (4)2 4X8" CONCRETE BRICK SET ON FIRM LEVEL FINISH GRADE i SUPPORT ON SURFACE _ 1 OF VALVE SUMP _E i—� a a a a s M i a E POP-UP SPRAY SPRINKLER L tiais,l, 40 CONTROL IRRIGATION LATERAL PVC SRH 40 LL WIRES TEE OR ELL PIPE BACKFILL COMPACTED SUBGRADE CONTROL VALVE SUMP PIPE BEDDING PROVIDE 4" MIN. VALVE CLEARANCE_ MIN. 4" IRRIGATION MAINLINE SUMP DEPTH. IRRIGATION LATERAL FILTER FABRIC AUTOMATIC CONTROL VALVE CONTROL VALVE ASSEMBLY N.T.S. N.T.S. PIPE ASSEMBLY i LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 02-19-2021 MOTES: 1. ELECTRICAL DESIGN TO BE COORDINATED WITH SUB FOR FINAL TRANSFORMER LOCATIONS AND CONDUIT SIZING 2. FOR ADDITIONAL DESIGN AND GRADING INFORMA17ON IN THE RIGHT—OF—WAY, REFER TO GEORGE EARL WAY AND HORACE STREET PUBLIC IMPROVEMENTS PROJECT 131044. My� T 0 moi►' ' 'T �. EMTTNG CONSTRUCTION NOTES PROPOSE© 200 CONNECTION TO EXIST►NG WATER METER, UPSIZE METER IF NECESSARY. SITE PROPERTY LINE *—!—* WATER PIPE CURB +o► WASTEWATER PIPE 205 EDGE OF AC PAVING su so STORMWATER PIPE _(E)* ----(E) --(Q - WATER LINE n CLEAR OUT k WASEWATER SEWER a CATCH BASIN L :... _. STORM WATER 0 AREA DRAW NEW WASTEWATER AREA DRAIN. 014DRHE4D WIRES 303 LIGHT POLE - FENCE LINEF-# WASTEWATER CONNEC77ON TO BUILDING. STREET LIGHT --- _502' ELEVATION CONTOUR 401 Dv WATER VALVE 402 NEW 6" STORM LINE WATER HYDRANT NEW 8" STORM LINE 405 WATER METER a Z Q 408 0 BOLLARD 407 NEW CATCH BASIN. WASTEWATER MANHOLE NEW DITCH INLET WITH ORIFICE ON SIDE PER STORM REPORT DESIGN C` ;r STORMWATER MANHOLE 3 415 RAIN GARDEN TREATUENT FACIL17Y PER DETAIL Tt-iLS SHEET. CURB INLET 416 RAIN GARDEN TREATMENT FACILITY WITH MANUFACTURED STORAGE PER DETAIL THIS SHEET. a POWER POLE NEW FRENCH DRAIN IN BACK OF YARDS, LOCATED 2' FROM PROPERTY LINE PERFORATE 3 TELEPHONE RISER n 421 _ = CONCRETE 501 NEW ELECTRIC SERVICE, COORDINATE WITH S.U.B. Q Cr BUILDING NEW LIGHT POLE ox Z 0 m DECIDUOUS TREE fl r ��Wil^ fiC 3Cs '{•-, ( a,Gn fi L rE5D ,�jaD tE"}5D t�.}Sy ,_,ate RIMA . i 8 s PLANTINGS PER LANDSCAPE DRAWINGS GEOTiEXTILE --y FILTER FABRICJ L 4" PERFORATED PIPE. 12" OF 2 112" — 3,14" DIA. 18" GROWING MEDIUM STORMWATER FILTERING OPEN GRADED AGGREGATE MEDIA SHALL MEET CITY OF EUGENE STORAGE, WRAPPED IN FILTER STORMWATER REQUIREMENTS PER STANDARD FABRIC SPECIFICATIONS, SECTION 01044.14(d). RAINGARDEN it Pb4NTINGS PER LANDSCAPE DRAWINGS GEOTEXITLE -- LL �-18'" GI?OW NG mmum. FILTER FABRIC - STORMWATER FILTERING MEDIA '" OF 2 1 2 3 4'" DJA. SHALL MEET CITY OF EUGENE 12 / — / STORMWATE`R REQUIREMENTS OPEN GRADED AGGREGATE ISTORM-rMK UNDERDRAIN PER STANDARD SPECIFICATIONS, STORAGE, WRAPPED IN FILTER DETENTION SYSTEM PER SECTION 01040.14(d). FABRIC IN THE UP—SLOPE AREA. A4ANUFACTURE DETAILS CONFIGURATION PER PLAN RAINGARDEN #1 & #2 R "G"IGEN — TYPICAL SECTIONS SCAIL- N.T. SAN Mh RIM:435.4b i s CL RIM. -435.76 f rE "_'Si3 (scM �� �� RIM:435.95 DEADIVAOND FERRY RDcp_ QP Y F _€� PRELIMINARY: FOR CITY SITE REVIEW ONLY N GRAPHIC SCALE 0 15 30 ENGINEERING Sime 1977 civil * transportation structural * geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0537 www. Branch Eng ineering.com Springfield OR j Albany OR PR Digitally signed Nath ersor79232PE Date: 2021.02.19 0.07:37 4NOTALLY SIGNED —/I OfREGON 95, OF 4\\ Q� AA-"'\ � EXPIRES: DECEMBER 31, 2022 project title: I= 60 U UJ mn0 fiea Flo me LLJ LIM 0 Z 0 Q W revisions: a Q 0 Ce Z Ce Q w V LL w C) Ce Z 0 0 J 0 W Q M W Z 00 CL " V) date: FEB. 192 2021 drawn by: TH designer: NBP project no: 20-517 sheet: UTILITY PLAN CONSTRUCTION NOTES 200 CONNECTION TO EXIST►NG WATER METER, UPSIZE METER IF NECESSARY. 20 NEW 1" IRRIGATION METER & BACKFLOW 202 NEW BACK FLOW PREVENTOR. 205 NEW 1 " WATER LINE 206 NEW WATER [INE TO PRIME AREA DRAIN P—TRAM 2 O WATER CONNECTION TO BUILDING. 300 CONNEC71ON TO EXISTING WASTEWATER LATERAL. 301 NEW 6" WASTEWATER LINE 302 NEW WASTEWATER AREA DRAIN. 303 NEW WASTEWATER CLE4N OUT. 310 WASTEWATER CONNEC77ON TO BUILDING. 400 CONNECTION TO STORM U41N 401 NEW 4" ROOF DRAIN 402 NEW 6" STORM LINE 403 NEW 8" STORM LINE 405 NEW 12" STORM LINE a Z Q 408 NEW STORM CLEAN OUT. ar 407 NEW CATCH BASIN. 410 NEW DITCH INLET WITH ORIFICE ON SIDE PER STORM REPORT DESIGN C` 411 RIP RAP OUTFALL PROTECTION. 3 415 RAIN GARDEN TREATUENT FACIL17Y PER DETAIL Tt-iLS SHEET. 416 RAIN GARDEN TREATMENT FACILITY WITH MANUFACTURED STORAGE PER DETAIL THIS SHEET. a 420 NEW FRENCH DRAIN IN BACK OF YARDS, LOCATED 2' FROM PROPERTY LINE PERFORATE 3 PIPE SHALL DRAIN TOWARDS TREAT DENT FACILITIES n 421 OVERFLOW WEEPHOLE TO THE CURB. 501 NEW ELECTRIC SERVICE, COORDINATE WITH S.U.B. Q Cr 505 NEW LIGHT POLE ox Z 0 m a «o N r 0 / D N O iV copyright (D 2012 Branch Engineering, Inc. fl r ��Wil^ fiC 3Cs '{•-, ( a,Gn fi L rE5D ,�jaD tE"}5D t�.}Sy ,_,ate RIMA . i 8 s PLANTINGS PER LANDSCAPE DRAWINGS GEOTiEXTILE --y FILTER FABRICJ L 4" PERFORATED PIPE. 12" OF 2 112" — 3,14" DIA. 18" GROWING MEDIUM STORMWATER FILTERING OPEN GRADED AGGREGATE MEDIA SHALL MEET CITY OF EUGENE STORAGE, WRAPPED IN FILTER STORMWATER REQUIREMENTS PER STANDARD FABRIC SPECIFICATIONS, SECTION 01044.14(d). RAINGARDEN it Pb4NTINGS PER LANDSCAPE DRAWINGS GEOTEXITLE -- LL �-18'" GI?OW NG mmum. FILTER FABRIC - STORMWATER FILTERING MEDIA '" OF 2 1 2 3 4'" DJA. SHALL MEET CITY OF EUGENE 12 / — / STORMWATE`R REQUIREMENTS OPEN GRADED AGGREGATE ISTORM-rMK UNDERDRAIN PER STANDARD SPECIFICATIONS, STORAGE, WRAPPED IN FILTER DETENTION SYSTEM PER SECTION 01040.14(d). FABRIC IN THE UP—SLOPE AREA. A4ANUFACTURE DETAILS CONFIGURATION PER PLAN RAINGARDEN #1 & #2 R "G"IGEN — TYPICAL SECTIONS SCAIL- N.T. SAN Mh RIM:435.4b i s CL RIM. -435.76 f rE "_'Si3 (scM �� �� RIM:435.95 DEADIVAOND FERRY RDcp_ QP Y F _€� PRELIMINARY: FOR CITY SITE REVIEW ONLY N GRAPHIC SCALE 0 15 30 ENGINEERING Sime 1977 civil * transportation structural * geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0537 www. Branch Eng ineering.com Springfield OR j Albany OR PR Digitally signed Nath ersor79232PE Date: 2021.02.19 0.07:37 4NOTALLY SIGNED —/I OfREGON 95, OF 4\\ Q� AA-"'\ � EXPIRES: DECEMBER 31, 2022 project title: I= 60 U UJ mn0 fiea Flo me LLJ LIM 0 Z 0 Q W revisions: a Q 0 Ce Z Ce Q w V LL w C) Ce Z 0 0 J 0 W Q M W Z 00 CL " V) date: FEB. 192 2021 drawn by: TH designer: NBP project no: 20-517 sheet: UTILITY PLAN FRONT FACINC7 ELEVATION SCALE @3n6 - ,- a w z v THESE EARA 65 ARE THE PROPERTY OF: "!EKE VESICMS" AND ARE. NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT #^1'M THE PROPER rfzff TEN PERM155M OF LUKE VEN&N5, !NG_ DATE: DEG 1'7..2020 RtV{SED: DE5I6NW BY: MONW LUKE GHKF7 BY: JOB #Ocrb-51 5HEET 1 of 4 1--- tu4 p (L 17- < 4 w z z r- p lu Q�z 01tib Ll lu Q in tu V z to u_ U; m - Z U- Z i Qz w i z AE � Z - ciz THESE EARA 65 ARE THE PROPERTY OF: "!EKE VESICMS" AND ARE. NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT #^1'M THE PROPER rfzff TEN PERM155M OF LUKE VEN&N5, !NG_ DATE: DEG 1'7..2020 RtV{SED: DE5I6NW BY: MONW LUKE GHKF7 BY: JOB #Ocrb-51 5HEET 1 of 4 3" OGEE C-AiTTEP, HERE YIDTH APPRVD. DOYIN . .. FRONT CONCRETE F HERE KTH 1/w PER A Y4AY FROM BUILDtI CONTRACTOR AT THE SITE ("IYP) , %.011-%.." I ,_,. "s -l" n I REAR EACH UNIT BACK SIDE ELEVATION RIGHT SIDE ELEVATION ANO CONT. K INSTALLED PER MFORD. 5PEC5-C.04FI M FV CONTRACTOR AT THE SITE (TYP.) 5CALE 0 3/16" = 1 ` - p" 5/4X5TF YWI 4 AFFF 5m CONCRETE HERE NtITH 118" 1 A NARY FROM BUILDING (lYP) 2 X 8 FASCAA HERE VV APPR)/D. *E FLA5HtN0 AT TOP ,RD. 5PEC5 (TYP) M HERE YV/ APPRYD. IINO AT TOP UNDER 7IN0 (TYP) LEFT SIDE ELEVATION SCALE Lm 3/16.• = 1. _ 0• 50A HERE rpt/ APPR1/D. ?GE FLA5HIN0 AT TOP ►RD. SPEC5 (TYP) Y 3 0. N% r r ti- trr z Qr z luIZ tq)Qs� lua to ,It Y pji-in z w 1— zz 1.- MONTY LUKE �o L �- < LU (L ti ry #} E - LU O s lti i= Q, !U ii �ul U~ Q . � tL < OL UJ OL m1l t�V to QJ� ZIL %- - Oz z ZI Q � � l tu 7 tu z �— z ki THE5E DRAWINGS ARE THE PROPERTY OF: "LUKE OM(SNS" AND ARE NOT TO BE U5ED OR REPRODUCED IN ANY MANNER EXCEPT WifH THE PROPER WRI -04 PERMi55ION OF LUKE DE5I6N5, INC. DATE DECEMBER 1T, 2520 REV15ED: zz DESIGNED BY: MONTY LUKE �o CHKV BY: �- < LU (L �- d tL OL, � UJ s lti Q, !U W� ft Ln 4ju z � tL �m 4 U QJ� ZIL O z - Oz z lu c 7 tu z �— ki THE5E DRAWINGS ARE THE PROPERTY OF: "LUKE OM(SNS" AND ARE NOT TO BE U5ED OR REPRODUCED IN ANY MANNER EXCEPT WifH THE PROPER WRI -04 PERMi55ION OF LUKE DE5I6N5, INC. DATE DECEMBER 1T, 2520 REV15ED: DESIGNED BY: MONTY LUKE CHKV BY: JOB #pcng-B1 SHEET 2oF4 90' - 3" SCALE 0 5/16" = 1'- 0" NOTE: ALL ELECTRICAL Y4ORK, IKG4-UDIN(5 THE LOCATION5 OF YiALL. HEATER5 AND 5MOKE DETECTORS, TO BE DETERMINED BY THE Fl ECTRCIAI'N 4 TO COMPLY YV ALL CODE5 5" MAX. STEP DOM AT ALL REAR EXTERIOR DR5. TO MIN- 36" X 3b" GONG. LANDAtG (TYP) EXTERIOR GONG_ SLAB AT DOOR THRE5HOLt1 THI5 LOCATION TO BE -r ..MAX. DOM FROM IN- 51DE FIN SHED FLOOR - TO BE CONFIRMED AT THE 51TE BY CONTRACTOR ALL EXTERIOR CONE. 5LA55 TO BE 4" THICK AND HAVE 1/8" PER FOOT MIN. 5L.OPE A WAY FROM BUILDING AS PER CODE - ALL EXTERIOR CONC. SLAB YqORK TO BE CONFIRMED AT SITE 5/S" THICK APPROVED SOFFIT BOARD DONT_ AT PORCH COLIN& HERE YVTH APPROVED VENTING AT EDGE, AS PER CODE (TYP) 5EE "5TAIR FRAMING DETAIL" ON PAGE (S) (14) R15ER5 Y TH "i_75" (MAX.) RISE (12) TREAD5 YV 10" (MIN-) DEPTH (1) 38" X 38" (MEN.) L.ANDIN& 1.5" DUB. APMCVW 14ANP RAIL CONT. ONE 5M5TAIR5 HERE - 5EE DETAIL 5-1 PAGE (8} 3e HIGH HALF Y4ALL FRAMED OFF STAIR TREAD N05E LOCATED HERE - CONFIRMED AT THE SITE FINAL CABINET DE5I67N5 TO BE CONFIRMED AND VERIFIED AT THE 5ITE BY BUILDER (TYP) RANGE HOOD VENTYMIGIR4 + VE COMBO TO BE VENTED THROUGH CEILING FLOOR J015T BAY TO REAR OUT -5M EXTERIOR Y4ALL A5 PER CODE (Tyf*) (1) APPROVED FIRE EXTINGUISHER TO BE LOCATED IN51M EACH UNIT A5 MARKW MOUNTED TO YVAL.L A5 PER CODE (2) HOUR FIRE ASSEMBLY REQUIRED BETWEEN EACH UNIT CONT. FROM WOOD FLOOR TO UNDER- 51VE ROOF 5HEATHING PER CERTAINEDTEED FILE 5Y5TEM WPE25b 5EE DETAIL: F-:2 ON PAGE (S) 22"X 27 ACCE55 HOLE FRAMED BETMEN J01 U51NG 2 X 12 W / LL15210 HAtGER5 AT BOTTOM EACH GLO5ET HERE - CONFIRM AT THE SITE TYP) r z�zUr v� mLu'- in zl-z Ft IL di VA 514EAT14ING NAIL5 SHEATHING EDGE5 FIELD STUDS 0 ABUTTING PANEL EDGE5 EDGE BLOCKING 000. 5d 6. O.G. 12" O.G. 2x NONE 6- O.G. 2x 2 x (FLAT) 001. 4" O.G. (2) 2 x 2 x (FLAT) 000. 3" O.G. (2) 2 x 2 x (FLAT) 000. 2" O.G. 5TAGGEREII (2) 2 x 2 x (FLAT) 60 O.G_ (2) 2 x 4 x 000. 4" O.G. 4x 4x 000. 3. O.G. 4x 4x 0 2" O.G. 5T 4x 4X NOTE 1/2" PLY OR i/16" 0.5.B. OR GYP. 0 INTERIOR X X SUB NOTE 1/2" PLY MOV OR T/le 0.5B. BOTH SUX5 OF WALL GENERAL NOTE5: - 5TUD5 o 16. O.G. i`FYP) UNLE55 NOTED OT HERYVI5E - ad NAJI-5: 0.131" X 2.5" (ALTERNATIVE: GALVANIZED 0.113- X 2.5-) WITH 1 3/S" (MIN) PENETRATION - 3" X 3" X .229" WASHERS (TYP) 1/2- ANCHOR BOLTS W/ i" MIN. EMBEDMENT, 12" O.G. MIN. (TYP, U.N.O.) - (2) 2 x o PANEL EDGES NAILED TOGETHER YVITH (2) 16d Lm W O.G. 5UB NOTE: A. 1/4" X 4.5"5V5 SCRE N5 0 48" O.G. BOTTOM PLATE TO FRAMING BELOW r z�zUr v� mLu'- in zl-z Ft IL di VA v THESE P7RA &S ARE THE PROPERTY OF: "LUKE VE516 AND ARE NOT TO BE USED OR 1N ANY MANNER EXCEPT WN THE PROPER Wn-TEN PERM6510N OF LUKE VESEGNS, INC. BATE: DECEMBSR 11, 2020 REV15E17: VE516NW BY: MONTY LUKE CHKD BY: • t 4 d - O t v �� 0, oX Lu ly- tL d# �-3 (�IH� o zIL z� _ �v -- 01 OL LU z a - v THESE P7RA &S ARE THE PROPERTY OF: "LUKE VE516 AND ARE NOT TO BE USED OR 1N ANY MANNER EXCEPT WN THE PROPER Wn-TEN PERM6510N OF LUKE VESEGNS, INC. BATE: DECEMBSR 11, 2020 REV15E17: VE516NW BY: MONTY LUKE CHKD BY: • 84' - 3" (b) UNIT TOMHOU5E 14' - b" {+-} SHEATHING 13' - 11-125" E+-} SHEATHING EDGES 13' - 11.125" +- 13 - 11-125" (+-) 13' - 11.125" (+-} 14' - on (+-} DETECTORS, TO BE DETERMINED BY THE b" O.G. YV Tf4 APPROVED STRAPPING A5 PER CARE (TYP) 2x ELEGTPJC iM * TO COMPLY YIV ALL GORES b" O.G. 2x 5'-b" f 28" (MAX) nVE X 27 DEEP STACKED Y*ASHER/ NOTE: PLUMBER 15 R155I'ONSOLE FOR ALL PLUMB- 2 x (FLAT) € 5-355 t 2 x (FLAT) NOTE: DRYER TO BE VENTED THROUGH FL. J015T 2" O.G_ STAGG (2) 2 x I BAY TO FRONT PORCH APPRVD. ROOF VENT (TYP) b" 0.0- ! 4 x 000, 1 5 E 4 x t 3" ©G. (12) TREADS Y41 14" (MIN_ IX(MAC 4x l i [ (1) 58" X 38" (MIN_) LANDING 4 x NOTE 1t2" PLY OR 711b" O-5-13- OR GYP- 0 INTERIOR X X 5UB NOTE 112" PLYWOOD OR 7/1b" 05.B- BOT14 5VE5 OF Y%ALL. 24" HIGH X 28" DEEP BOXED SHELF HERE TO ALLOkX FOR 7' - O" (+) HEADi200M AB01fE 5TAIR5 - SMKi 5 @ 1b" O.G. (TYP) UNLE55 NOTED OT HERY%5E 1.5" DIA. APPROY€I� HAND .RAIL CONT, ONE 1 3f8" (MIN) PENETRATION - 515E 5EGTION 5-1 ON PAGE (1) - 1f2" ANCHOR BOLTS YVl 7" MIN- EMBEDMENT, 72" O -G- MIN- (TYP, U -N -O-) - (2) 2 x 0 PANEL EDGES NAILED TOGETHER YV#TH (2) 16d o 6'0.0 5IDE STAIRSHERE - 515E DETAIL 5-1 PAGE (9) O p� 114" X 4.5" 5D5 5GREW5 @ 48" O.G. BOTTOM PLATE TO FRAMING BELOYV 14' - 3.25" (+-. - 11-125" (+-. 13' - 11-125" (+-- - 11-125" (+- Uf=FL-.-r%,,, FLOOR FLAN SCALE C 5/1 b" = 1'- 0" "LE&1�=D,f 13` - 11-125" (+- NOTE: ALL ELECTRICAL YORK, INCLUDING THE SHEATHING 20" DIA- (MAX-) 5015 VW—ER HEATER Y4ITH APPRVD. SHEATHING EDGES LOCATIONS OF HALL HEATERS AND 5MOKE STU05 0 ABUTTING PANEL EDGES PARI AND DRAIN TO REAR OUT5IDE EXTERIOR YVALL 010. DETECTORS, TO BE DETERMINED BY THE b" O.G. YV Tf4 APPROVED STRAPPING A5 PER CARE (TYP) 2x ELEGTPJC iM * TO COMPLY YIV ALL GORES b" O.G. 2x 2 x (FLAT) 000 28" (MAX) nVE X 27 DEEP STACKED Y*ASHER/ NOTE: PLUMBER 15 R155I'ONSOLE FOR ALL PLUMB- 2 x (FLAT) DYER TO BE IN5TALLEV A5 PER CODE (TYP) 3" 0.0- INC D155I6N - SEE.PLUMBERS 5171505 2 x (FLAT) NOTE: DRYER TO BE VENTED THROUGH FL. J015T 2" O.G_ STAGG (2) 2 x 2 x (FLAT) BAY TO FRONT PORCH APPRVD. ROOF VENT (TYP) b" 0.0- SEE "STAIR FRAMING DETAIL" ON I=A& E (8) 4 x 000, 4" O.G. 5 E 4 x 30" M:)E X b0" DEEP MFG RD. TUB/5HOV4ER 3" ©G. (12) TREADS Y41 14" (MIN_ IX(MAC 4x l 2" o c- STAG& (1) 58" X 38" (MIN_) LANDING 4 x NOTE 1t2" PLY OR 711b" O-5-13- OR GYP- 0 INTERIOR X X 5UB NOTE 112" PLYWOOD OR 7/1b" 05.B- BOT14 5VE5 OF Y%ALL. 24" HIGH X 28" DEEP BOXED SHELF HERE TO ALLOkX FOR 7' - O" (+) HEADi200M AB01fE 5TAIR5 - SMKi 5 @ 1b" O.G. (TYP) UNLE55 NOTED OT HERY%5E 1.5" DIA. APPROY€I� HAND .RAIL CONT, ONE 1 3f8" (MIN) PENETRATION - 515E 5EGTION 5-1 ON PAGE (1) - 1f2" ANCHOR BOLTS YVl 7" MIN- EMBEDMENT, 72" O -G- MIN- (TYP, U -N -O-) - (2) 2 x 0 PANEL EDGES NAILED TOGETHER YV#TH (2) 16d o 6'0.0 5IDE STAIRSHERE - 515E DETAIL 5-1 PAGE (9) O p� 114" X 4.5" 5D5 5GREW5 @ 48" O.G. BOTTOM PLATE TO FRAMING BELOYV 314" FINISHED PLYA00V COYER TO BE IPAINTED 36" HIGH HALF YvALL OR OPTIONAL OPEN GUARD K AND 5GREYVED ovER 21" r4vE BY 78" TALL (Mitt) a RAIL MTH 5PINVAL5 5FACW AT 5" O.C. AS PER Of FOR YVATER HEATER ACGE55 CODE - CONFIRM OPTION AT THE SITE (2) HOUR FIRE ASSEMBLY REQUIRED € ETlNEEN FINAL CABINET DESIGN5 TO BE CONFIRMED OL EAGI-I UNIT CONT. FROM FLOOR SLAB TO UNDER - AND VERIFW AT THE SITE BY BUILDER (TYP) SIDE ROOF 5HEATHING PER GERTAINEDTEED FILE SY5TEM 10417E25b SEE DETAIL: F-2 ON PA(5E (5) 5/4" THICK 5HELV'ING 12" - 16" DEEP 0 1b" O.G. FLOOR TO COLING. CONFIRM AT THE SITE (TYP) 20" X 50" ATT10 AC-( S LOCATED AT UPPER PLANT M, SHELF MALL Y4" APPROVED INWLAMON ON BACK 5IDE A5 PER GORE - TO BE DETERMINED o THE SITE 0 14" Y`UDE X 3.5" DEEP MIRRORED MEDICINE CABINET - OY44ERS G401,GE 14' - 2.75" (+-) �r t IN I LATBRAd. "UN& SC44MULE (LI49) SHEATHING NA#L5 SHEATHING EDGES FIELD STU05 0 ABUTTING PANEL EDGES EDGE BLOGKENG 010. 8d b" O.G. 12"0-C- 2x NONE b" O.G. 2x 2 x (FLAT) 000 4" O -G- (2):2 x 2 x (FLAT) 000. 3" 0.0- (2) 2 x 2 x (FLAT) Goo.- 2" O.G_ STAGG (2) 2 x 2 x (FLAT) 00, b" 0.0- (2).2 x 4 x 000, 4" O.G. 4 x 4 x 000. 3" ©G. 4x 4x l 2" o c- STAG& 4 x 4 x NOTE 1t2" PLY OR 711b" O-5-13- OR GYP- 0 INTERIOR X X 5UB NOTE 112" PLYWOOD OR 7/1b" 05.B- BOT14 5VE5 OF Y%ALL. &ENERAL NOTE5: - SMKi 5 @ 1b" O.G. (TYP) UNLE55 NOTED OT HERY%5E - 8d NAILS: 0.131" X 2-5" (ALTERNATKIE: GALVANIZED 0.115"X 2.5") Y%TH 1 3f8" (MIN) PENETRATION - 3" X 3" X 229" Y4ASHER5 (TYP) - 1f2" ANCHOR BOLTS YVl 7" MIN- EMBEDMENT, 72" O -G- MIN- (TYP, U -N -O-) - (2) 2 x 0 PANEL EDGES NAILED TOGETHER YV#TH (2) 16d o 6'0.0 SUB NOTE: O p� 114" X 4.5" 5D5 5GREW5 @ 48" O.G. BOTTOM PLATE TO FRAMING BELOYV I 0W zwDr IVU th p AQQr and c YhEIn iL z THE5E PPAM65 ARE THE FROPERTY OF: "LUKE DE516N5" AND ARE NOT TO BE U5ED OR REPRODUCW W ANY MANNER EXCEPT YWH THE PROPER Y%wrEN PERM155k;IK OF LUKE DE516N5, INC. DATE: DECEMBER 17, 2020 DE516NED BY- MONTY LUKE CHKV BY- oil Y: �Z t1! O = t- < ttUl _t it O� v-- T 0 tL to v is 0 <4 Az 0, ouj� �- ttu U y- 7 � O# O LUC,<as U - z Q Ot z z ul l tau z THE5E PPAM65 ARE THE FROPERTY OF: "LUKE DE516N5" AND ARE NOT TO BE U5ED OR REPRODUCW W ANY MANNER EXCEPT YWH THE PROPER Y%wrEN PERM155k;IK OF LUKE DE516N5, INC. DATE: DECEMBER 17, 2020 DE516NED BY- MONTY LUKE CHKV BY- oil Y: Y v \ N Y -N— -1-Ir FRONT FACIN&ELEVATION SC�03116'=V-O" at ttt z il V Y IZ �N4r z F %bolt o� u urt YNtL� ID a, THME MAM65 ARE THE 1 7 Z TY OF: "LUKE VESKWSu AND ARE NOT TO BE USED OR IN ANY MANNER EXGEPT Nti�TH iT�f���1Er �P�R*�OPM �y� �� }--RM�JJM OF LUKE L)E5[&N5, INC. BATE DECEMBER 11, 2020 REV#SED: MV&NE€3 BY: MoNly LUKE 04KV BY-- JOB Y:Job #oq-Tb-82 1 of 4 ll.t o luo 3: 0 LL� O � zm < J Ys Qw tllj D Q ps z zO�z �L ��p. #Ul tu W QQ U� �Q zu,m s N ulz o�lil 7- a, THME MAM65 ARE THE 1 7 Z TY OF: "LUKE VESKWSu AND ARE NOT TO BE USED OR IN ANY MANNER EXGEPT Nti�TH iT�f���1Er �P�R*�OPM �y� �� }--RM�JJM OF LUKE L)E5[&N5, INC. BATE DECEMBER 11, 2020 REV#SED: MV&NE€3 BY: MoNly LUKE 04KV BY-- JOB Y:Job #oq-Tb-82 1 of 4 5TANDiNG 5EAAM METAL ROOF KTH 42" HIC7W C,4014T_ CGUAR0RAIL AT TRIM -rte RI= 5" OGEE CUTTER HERE kVTH 2 x 10 FASCIA HERE YV ROOF EDGE FLAGHING PER MFC -ARD. SPE05 (TY Z m 3 T: iI V t LIQ t VV i JLti./i &- A A Y4AY FROM BUILDING (TYP) BACK SIDE ELEVATION scn�eesn6..=r-o' STANDING SEAM METAL ROOF YgTH ]� I "� /h ff=f-t IT ai t -T' r�i r_- Til tt l T/1 tm= LEFT 51PE ELEVATION 51M CONCRETE BIKE SLAB HERE YI4TH 9/5" PER FOOT 5LOPE A NAY FROM BUILDNNC (TYP) 4 TRIM AT ALL CORNERS M=PRVD. CAVLKING (TYF) F 2 x 12 TRIM HERE "Z" FLASHINCG AT I UP'P'ER 5nNG (1,1r 2 X 10 FASCIA HERE Y41 APPRVD. =nn= 6-1 0-1= =1 actwtr_ AT Tina RIGHT 51DE ELEVATION SCALE 9 3/16" = 1' - O' AT ALL CORNERS ?. CAULKING (TYP) Iir lu z 0 w R U Z ,J r # LU O z -A -' L °a a� Id <� JU< 0 to z a uj ttl C r r v r s zlu©r tol 'Vin for o� luaQr QInLv "u -In J�z THE5E DRAWING5 ARE THE PROPERTY OF: "LUKE DE5IGN5" AND ARE NOT TO BE USED OR REFROPLACAW iN ANY MANNER EXCEPT WITH THE PROPER WRITTEN PERMEGM OF LUKE DE516N5, INC. DATE: DECEMBER 17, 2020 REvr-ED: DE5IGNED BY: MONTY LUKE C44KV BY-- JOB Y:JOB #acMb-B2 5HEET 2 OF 4 to W � � p tuUJ V VL iL i - I 1 � zm r t=; Q pi ii i V u < V VzO Rtrt[`.�t. � Lu�Q VJ o ctul9 m zU- �z z al LU OL 7 Q,z THE5E DRAWING5 ARE THE PROPERTY OF: "LUKE DE5IGN5" AND ARE NOT TO BE USED OR REFROPLACAW iN ANY MANNER EXCEPT WITH THE PROPER WRITTEN PERMEGM OF LUKE DE516N5, INC. DATE: DECEMBER 17, 2020 REvr-ED: DE5IGNED BY: MONTY LUKE C44KV BY-- JOB Y:JOB #acMb-B2 5HEET 2 OF 4 tm C1 32-10" s ;a s 3i' -'{O" 125=4" 17-11" 50'-10" i5`-0" 6040 SLD - 1 -r-111, -4" r z►j4r r 4� fu D tu �(nit tL i�z_� i tu T- #.ul IIi u- t- WiU Q %DIL IL 't cj R" n to t- at a �� °a< Qm't IL (N # �7- #tn # > > z [� 3 01 til v IV .. to() S AL tL cL b'-10" 12`-6 i3 -0 b -10 13 -0 32'-i0" 21'-6" b`-10" 24'-4" Q �} w 32' 4" tu 125-W' Q < tai z -3 a# tu IL < ztL < z_E3o ULAN& 2 MAIN FLOOR PLAN - w � 5c4bL 0 5116" = 1`- O" �- � Q� till 7— "LE&ENDS, NOTE: ALL ELECTRICAL WORK, INCLUDING THE LOCATIONS OF WALL HEATERS AND SMOKE DETEGTORS, TO BE DETERMINED BY THE ELECTRICIAN 4 TO COMPLY W/ ALL CODES NOTE: PLUMBER 15 RESPONSIBLE FOR ALL PLUMB- ING DE516N - SEE PLIIMBER5 SPECS SEE "5TAIR FRAMING DETAIL" ON PAGE (8) (14) RISER5 WITH -7-15" (MAX.) RISE (12) TREAD5 W/ 10 (MIN.) DEPTH (1) 38" X 55" (MIN.) LANDING 1.5" DIA. APPROVED HAND RAIL DONT. ONE SIDE 5TAIR5 HERE - SEE DETAIL 5-1 PAGE (5) 36" HIGH HALF WALL OR OPTIONAL OPEN GUARD RAIL WITH 5PINDAL5 SPACED AT 5" O.C. AS PER CODE - CONFIRM OPTION AT THE SITE FINAL CABINET DE5I67NS TO BE CONFIRMED AND VERIFIED AT THE 5ITE BY BUILDER (TVP) 3/4" THICK SHELVING 12" - 16" DEEP 0 16" 0.0 - FLOOR TO CEILING_ CONFIRM AT THE 5ITE (TYP) 14" WIDE X 3.5" DEEP MIRRORED MEDICINE CABINET - OYSINER5 CHOICE 20" DIA. (MAX.) SIZE WATER HEATER WITH APPRVD. PAN AND DRAIN TO REAR OUTSIDE EXTERIOR WALL Y4IT4 A n9POYED 5TRAPPING A5 PER CODE (TYP) 25" (MAX) WIDE X 27 DEEP 5TAC <ED WA5HER/ DRYER TO BE INSTALLED AS PER CODE (TYP) NOTE: DRYER TO BE VENTED THROUGH FL. JOIST BAY TO FRONT PORCH APPRVD. ROOF VENT (TYP) 30" nM X LSO" DEEP MF(5RD_ TUB/SHOWER 24" HIGH X 25" DEEP BOXED SHELF HERE TO ALLOYq FOR 7' - O" w HEADROOM ABOVE STAIR5 - 5EE 5ECTION 5-1 ON PAGE 0) 3/4" FINISHED PLYWOOD COVER TO BE PAINTED K AND 5CREV4ED OVER 21" nDE BY ?8" TALL (MIN) OPENING FOR MATER HEATER ACCE55 (2) HOUR FIRE A55EMBLY REGAJIiRED BETMEN EACH UNIT CONT. FROM r4OOD FLOOR TO UNDER- SIDE ROOF SHEATHING PER CERTAINEDTEED FILE SYSTEM WPE256 SEE DETAIL: F-2 ON PAGE (8) 20" X 30" ATTIC AGCE55 LOCATED AT UPPER PLANT SHELF r4AL..L WITH APPROVED INSULATION ON BACK 5M AS PER CODE - TO BE DETERMINED 0 THE 5ITE THESE DRAV'HN65 ARE THE PROPERTY OF: "LUKE DE516N5" AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT YITH THE PROPER Y*RITTEN M30-4E510N OF LUKE DESION5, INC. DATE: DECEMBER 1-7.2020 REVISED: DESIGNED BY: MONTY LUKE CHK'D BY: • 9 T-6" 52-100 BT -10" 125-4" 1i'-11" �ss s 17-11" 14" T_e 13'-00 6'-10" 32'4" 6-10" 52-10" 125`4" 2 UPPER BUILPIN&FLOOR PLAN ttLE&END» NOTE: ALL ELECTRICAL 104ORK, INCL.UrM& THE LOGATiON5 OF YYALL HEATER5 ANIS SMOKE DETECTORS, TO BE DETERMINED BY THE ELECTRICIAN 4 TO COMPLY YV ALL CODE5 NOTE: P1.04BER 15 RE5PON51BLE FOR ALL PL.UMB- ING DE516N - SEE PL.U4-4BER5 SPECS SEE "5TAiR FRAMING DETAIL" ON PAGE (6) (12) TKEAD5 YV/ 10MIN.) DEPTH (1) 38" X 38" (MIN.) LANDING 1.5" DIA. APPROVEI? HAND RAIL CoONT. ONE 51DE 5TA1R5 HERE - 5EE DETAIL 5-1 PAGE (5) 36" HIGH HALF Y4ALL OR OPTIONAL OPEN GUARD RAIL YWTH SPINDAL.5 5PAGED AT 5" O.C. A5 PER CODE - CONFIRM OPTION AT THE 51TE FINAL AND VERIFIED AT THE SITE BY BUILDER CONFIRMED5 TO BE (TYP) 3/4" THICK 5HELVING 12" - 16" DEEP Ole O.'0_ FLOOR TO CEILING. CONFIRM AT THE SITE (TYP) 14" Y SIVE X 35" DEEP MIRRORED'MEDICINE CABINET - OMER5 CHOICE 12'-6" 2Y-6" 20" DIA. (MAX.) 50E Y4ATER HEATER nTH APPRVD. PAN AND DRAIN TO REAR OUTSIDE EXTERIOR YYALL Y'ITH APPROVED 5TRAPPING A5 PER CODE (TYP) 25" (MAX) YVIiJE X 2-" DEEP STACKED Y4A5HER/ DRYER TO BE INSTALLED A5 PER CODE (TYI:D`) NOTE: DRYER TO BE VENTED THROU61-1 €L. J015T BAY TO FRONT PORCH APPRVD. ROOF VENT (TYP) 30" "VE X 60" DEEP MFGRD. TUB/5HOY4ER 24" HIGH X 26" DEEP BOXED 5HELF HERE TO ALLOA FOR 7 - 0" (+) HEADROOM ABOVE 5TA1R5 - SEE 5EC110N 5-1 ON PACE (Z) 3/4" FINI5HED PLYY4000 COVER TO BE PAINTED AND 5CREV4ED OVER 21" r4VE BY ?8" TALL (MIN) OPENING FOR Y4AATER HEATER ACCE55 (2) HOUR FIRE A55EMBLY REQUIRED BETYVEEN EACH UNIT CONT. FROM Y400D FLOOR TO UNDER - SIM ROOF SHEATHING PER CERTAINEDTEED FILE 5YSTEM YVE256 5EE DE'T'AIL: F-2 ON PAGE (8) 20" X 30" ATTIC ACCE55 DATED AT UPPER PLANT SHELF YVALL Y41TH APPROVED IN50L.A1ION ON BACK 51DE A5 PER CODE - TO BE DETERMINED 0 THE 51TE 6-10" 9'-0" 24'-4" 131-0" z-*, I w VA LU i ci 0 u C. z < tu00 tu z O LU a ca i LU to 4 tug (L zm tu >zuj � t tu tLLIn A Zt IL z oz QL U.i z Q THESE DRAV9465 ARE THE PROPERTY OF: "LUKE VE516NS" AND ARE NOT TO BE USED OR REFROCUCEP IN ANY MANNER EX Z T Y4 TH TETE PROPER Y4RETtEN PERME5510N OF LUKE VEV6NS, INC. DATE: DECEMBER 1"1, 2020 REY Eep. VE546NEV BY: MONTY LUKE C44K 7 SY- fdop; Z-1 L ',g i i j •