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HomeMy WebLinkAboutPlan, Final APPLICANT 12/21/2021DEADMOND FERRY TOWNHOMES O'CONNELL &ASSOCIATES, LLC Tax Map: 17-03-15-40 Lot: 1800 -hl( COQ' SCHEDULE OF DRAWINGS 1-1.0 COVER SHEET 1-2.0 SITE ASSESSMENT OF EXISTING CONDITIONS L3.0 SITE PLAN AND LAYOUT PLAN L4.0 LAYOUT PLAN L5.0 GRADING PLAN L6.0 LIGHTING PLAN L7.0 PLANTING PLAN L8.0 IRRIGATION PLAN L9.0 TREE PRESERVATION PLAN L10.0 DETAILS - PLANTING & IRRIGATION DESIGN TEAM MEMBERS OWNER/APPLICANT DEADMOND FERRY PROJECT, LLC 2065 WEST 16TH WAY EUGENE, OR 97401 (541)953-7332 CONTACT: MIKE O'CONNELL, SR., APPLICANT mikeoconnelisr@qwestoffice.net PLANNER/LANDSCAPE ARCHITECT THE SATRE GROUP LAND USE PLANNERS, LANDSCAPE ARCHITECTS, ENVIRONMENTAL SPECIALISTS 375 WEST 4TH, SUITE 201 EUGENE, OREGON 97401 (541) 686-4540 CONTACT: JOHN ANDERSON, ASLA johna@satregroup.com SURVEYOR BRANCH ENGINEERING 310 FIFTH STREET SPRINGFIELD, OREGON 97477 (541) 746-0637 CONTACT: DAN NELSON, PLS DanN@branchengineering.com CIVIL BRANCH ENGINEERING 310 FIFTH STREET SPRINGFIELD, OREGON 97477 (541)746-0637 CONTACT: Nathan Patterson, PE NathanP@branchengineedng.com BUILDING DESIGN LUKE DESIGNS, INC. 1253 D STREET SPRINGFIELD, OR 97477 (541) 746-7757 CONTACT: Monty Luke LukeDesigns7@gmail.com LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 12-17-2021 + LANDSCAPE ARCHITECT + SATRE GROUP �= wo VaO�r z; o r EpwKOo oo$au� mIL zo?oFr O aW Xrowo C -m N w=O�ow Q W rY)O 2w ocU�c� ) o= r m 2 W N m ¢no3a� jN {p a r M �w�Eo�y I S Tg4i"�" �G r..+ lOF N C. ANDERSON OREGON U 8-13-19 U J J N W a WU) 06 = 06 w Lf. LU LL WZ° zoo > zW O � LL von V Q N Vl Nevkions p Date D"cdpti n o it a Z U a E S LL LLo `y m a s =02 A •Y �i ; yY • N a' o W L1.0 II, LEGEND — — IRO ER Y LINE — FOL OF ASPHALT - CLRO oar (E)SD STORM DRAIN LINE V FVASIEWAII R UNI_ (E)OLIV OV(RUFAD WIRIS LDR xWater(tualjy ILNCI UN EASEMENT LINE _ ---q;g CONTOUR I AI_ IY�y�A �lV BUN DING Rip r-75 CONCKE DECIDUOUS TREE @U1 , Floodplain 7= .4 STORM DRAIN MANHOLE JCURB INLET . r wla Pian Rer(or paperty vridilrt900' 'OVRY ICEL [rJ IHWbONF RISER IWMI 'NATFR METER It I—O o —(L, +- - O' FIRE HYDRANT o BOLLARD T Z n t t-rTa TOP OF CONCRETE ELEVATION AL x" e +; kJLF OE PAVEMENT FJ EVAlION e„) X 0 0 +A+' LP OP CURH X W~ g N Z u O} V SPOT ELE✓ATIOPI V/ W�/�U, a �V) Vv Z w J w a� W Zoo Z o W Q LL z I \ W z tk I p N rn SCALE 1" = 20'- W o' m zir I ao' Revisions # Date Description w Z 0 yn ' m a E Of L2z0 , +v r ....,. -(QSD (- SD r._,i_ t --L- .-_ ^.It --.-aZ ,.:5: r,d..-_._ •.-, .._ Ii ;P1>, b _.. I Cq, 658.'2 / X (_ X _ w _VJ 4 AC ..^,H2.VI \ 36' -0 -EXISTING CURB CUT v - i LEGEND — — IRO ER Y LINE — FOL OF ASPHALT - CLRO oar (E)SD STORM DRAIN LINE (E)WW FVASIEWAII R UNI_ (E)OLIV OV(RUFAD WIRIS LDR xWater(tualjy ILNCI UN EASEMENT LINE _ ---q;g CONTOUR I AI_ IY�y�A �lV BUN DING Rip r-75 CONCKE DECIDUOUS TREE @U1 WST/FE2AAMHOA Floodplain 7= .4 STORM DRAIN MANHOLE JCURB INLET . r wla Pian Rer(or paperty vridilrt900' 'OVRY ICEL [rJ IHWbONF RISER IWMI 'NATFR METER It I—O o NATER VALVE +(h FIRE HYDRANT o BOLLARD T Z n t t-rTa TOP OF CONCRETE ELEVATION AL x" e +; kJLF OE PAVEMENT FJ EVAlION e„) X 0 0 +A+' LP OP CURH X W~ g N Z X SPOT ELE✓ATIOPI BENCHMARK u�sxr ex vcar-na- Orn: nrmarsr+w smro mPMvo. e) NOPPS I ILL v11. .1 . I a srurum wsm av me xaml vne w McJ,c a,rvc xeex'In �, 5,/R 'r LPT h - A "c Si A I�� v" 4F' \ V" C irk HOUSE REMAINS- a M 'v , ,tGARAGE, DECK,���y Si S; WALKWAY, WOOD`<f� tihi F �_ �. °, �FyYv FENCES AND SHED�`2.r `,/ IST\ r "A �Y> A >� a- v W+, vv VA S11119 A ` } A 4 \ A , ,AA i ' A ` C%, 'RK N 1 rV v d RAO,, R ( 3 a F FENCE ON SUBJECT PROPERTY SET HST SITE ASSESSMENT OF EXISTING CONDITIONS 1. Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or Surveyor • Plan reviewed by a licensed Landscape Architect. • Survey prepared by licensed professional land surveyor. 2. Vicinity Map • See sheet L1.0 for vicinity map. 3. The name, location and dimensions of all existing site features including buildings, curb cuts, trees, and impervious surface areas, clearly indicating what is remaining and what is being removed. For existing structures to remain, also indicate present use, size, setbacks from property lines, and distance between buildings. • See plan this sheet. 4. The name, location, dimensions, direction of flow and top of bank of all watercourses and required riparian setback that are shown on the Water Quality Limited Watercourse Map on file in the Developments Services Department. • Per the Water Quality Limited Watercourse Map the site contains no watercourses. 5. The 100 -year floodplain and floodway boundaries on the site, as specified in the latest adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment or Letter of Map Revision. • Project Site is partially located in Zone X: Areas determined to be outside 500 -year floodplain • Project Site is partially located in Zone AE: Areas determined to be in the 100 -year floodplain 6. The Time of Travel Zones, as specified in SDC 3-3-200 and delineated on the Wellhead Protection Areas Map on file in the Development Services Department. • Project site is located in the 2-5 year Time of Travel Zone. 7. Physical features including, but not limited to trees 5" in diameter or greater when measured 4 1/2 feet above the ground (stands of more than five (5) trees may be shown as a cluster with mix of trees species noted), riparian areas, wetlands and rock outcroppings. • See plan for location of all trees 5" or larger. Site contains no riparian areas, wetlands or rock outcroppings. SOILS SOILS ON SITE ARE 100% MALABON SILTY CLAY LOAM. THESE SOILS ARE CHARACTERIZED BY THE USDA AND NRCS AS: SLOPES LESS THAN 3% WELL -DRAINED MODERATELY HIGH (0.20 TO 0.571N/HR) WATER TRANSMITTAL RATE s. NOT HYDRIC SOILS IN HYDROLOGIC SOIL GROUP C \IPLEGEND a EXISTING DECIDUOUS TREE TO REMAIN arm % �r. I EXISTING DECIDUOUS TREE TO REMOVE A ADDITIONAL DETAILS IN TREE AA,'y PRESERVATION PLAN, SHEET L8.0 U IT7.7N cpiD ii 3,:1' a,....E.4 LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 12-17-2021 WELLHEAD PROTECTION AREAS MAP EXCERPT FEMA FLOOD INSURANCE RATE MAP EXCERPT F` Y. Spt �d A Is., Y C T .M'3 •. �. WATER QUALITY LIMITED WATERCOURSES MAP EXCERPT +C ry ,+ a F FENCE ON SUBJECT PROPERTY SET HST SITE ASSESSMENT OF EXISTING CONDITIONS 1. Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or Surveyor • Plan reviewed by a licensed Landscape Architect. • Survey prepared by licensed professional land surveyor. 2. Vicinity Map • See sheet L1.0 for vicinity map. 3. The name, location and dimensions of all existing site features including buildings, curb cuts, trees, and impervious surface areas, clearly indicating what is remaining and what is being removed. For existing structures to remain, also indicate present use, size, setbacks from property lines, and distance between buildings. • See plan this sheet. 4. The name, location, dimensions, direction of flow and top of bank of all watercourses and required riparian setback that are shown on the Water Quality Limited Watercourse Map on file in the Developments Services Department. • Per the Water Quality Limited Watercourse Map the site contains no watercourses. 5. The 100 -year floodplain and floodway boundaries on the site, as specified in the latest adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment or Letter of Map Revision. • Project Site is partially located in Zone X: Areas determined to be outside 500 -year floodplain • Project Site is partially located in Zone AE: Areas determined to be in the 100 -year floodplain 6. The Time of Travel Zones, as specified in SDC 3-3-200 and delineated on the Wellhead Protection Areas Map on file in the Development Services Department. • Project site is located in the 2-5 year Time of Travel Zone. 7. Physical features including, but not limited to trees 5" in diameter or greater when measured 4 1/2 feet above the ground (stands of more than five (5) trees may be shown as a cluster with mix of trees species noted), riparian areas, wetlands and rock outcroppings. • See plan for location of all trees 5" or larger. Site contains no riparian areas, wetlands or rock outcroppings. SOILS SOILS ON SITE ARE 100% MALABON SILTY CLAY LOAM. THESE SOILS ARE CHARACTERIZED BY THE USDA AND NRCS AS: SLOPES LESS THAN 3% WELL -DRAINED MODERATELY HIGH (0.20 TO 0.571N/HR) WATER TRANSMITTAL RATE s. NOT HYDRIC SOILS IN HYDROLOGIC SOIL GROUP C \IPLEGEND a EXISTING DECIDUOUS TREE TO REMAIN arm % �r. I EXISTING DECIDUOUS TREE TO REMOVE A ADDITIONAL DETAILS IN TREE AA,'y PRESERVATION PLAN, SHEET L8.0 U IT7.7N cpiD ii 3,:1' a,....E.4 LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 12-17-2021 WELLHEAD PROTECTION AREAS MAP EXCERPT FEMA FLOOD INSURANCE RATE MAP EXCERPT F` Y. Spt �d A Is., Y C T .M'3 •. �. WATER QUALITY LIMITED WATERCOURSES MAP EXCERPT Springfield, OR ,+ + LANDSCAPE ARCHITECTS SATRE GROUP Limited Wa'e+morss{>t000o[vj r xWater(tualjy z P'f01eRY'Mlhlh lye PnalennCRo2rrift Weftds lnventory � - ^ �sasoa �8!g Springfield, OR ,+ + LANDSCAPE ARCHITECTS SATRE GROUP Limited Wa'e+morss{>t000o[vj / )Riparian Rssourse xWater(tualjy P'f01eRY'Mlhlh lye PnalennCRo2rrift Weftds lnventory � - ^ �sasoa �8!g Rip r-75 -Local O m Trbi.fiery to Water DueAtY Lanited Wakrmur3o (0000c(s; Floodplain 7= .4 N . r wla Pian Rer(or paperty vridilrt900' Flocdplaln ZoneAENT$� of m � E - 3 RiWi.Comdo, 50' It I—O o �zow rD VV.wQvaI4 limited WNts4wgae lst000ots) ' Flo .y {I Z n t t-rTa *Sde Plan Revs.. fir Property mdhin 150' tiG I S T,4 Rlpenan Covdw M' t. -I 70 C. ANDERSON F+ r t N�'C-s 'Ydl U_ Y e„) ,+ + LANDSCAPE ARCHITECTS SATRE GROUP YQw Hazgzg ^ �sasoa �8!g a ^ O m aozo IL OIj M oom r <Qo=o6 of m � E 3 os �z It I—O o �zow rD m m o>w$ry W'S Z n t t-rTa =�o�o� tiG I S T,4 t. -I 70 C. ANDERSON F+ OREGON U 8-13-19 � �S``'1igji E 0 0 co) LLI W~ g N Z V/ W�/�U, a �V) Vv Z w J w a� W Zoo Z o W Q LL z I \ W z NW p N rn SCALE 1" = 20'- W o' m zir I ao' Revisions # Date Description w Z 0 as 3 a m a c � 0 Of '. Of L2z0 MULTI -FAMILY SITE PLAN NOTES + LEGEND SATRE 'I i �z�gzo PROPERTY LINE (SUBJECT PROPERTY) -. .; NOTE: THERE WILL BE A CONCURRENT APPLICATION FOR PARTITION OF THE -- ----- --- - j ---------- ------ � .,------------- . - - -- _ - - _- - -- - _- -- - ��,--p,,,�;.7 ?F SINGLE FAMILY LOT. NOTES INCLUDED HERE REFER TO THE MULTI -UNIT a woQ _� -_-•�• __ d -� PROPERTY LINE ADJACENT LOTS ( ) -.- I FLAG LOT. OUI m " A � W �v U `rci PROPOSED PRIVACY FENCE ., .p n f J41 fAh' ww=zow Q .V EXISTING EASEMENT d f0 uawar�o W C m�pzSW _ f- .,'.J �� DENSITY AND DWELLING UNITS (FOR MULTI -FAMILY LOT} - SETBACK - - --- - _ _ -_ _ ��- _, (';�D _- ;-�_� i la - 'V _ �_�' 1 eg cf r0 1 Y OREGON U d 5-13-19 _ _ ._ .-_ IRRIGATION SLEEVE ^, W DEADMOND FERRY ROAD wN REQUIRED: MDR STANDARD: 14 TO 28 DWELLING UNITS NET ACRE RESULT BITE SIZE: 0.850ROSS ACRES N L10.0 j / o ROW VARA Q W _ 12-24 DWELLING UNITS PERMITTED 0 CONCRETE PAVING U) \ Z 06 w Q n >_ VEHICULAR ACCESS PROPOSED: 15 DWELLING UNITS W Z 0 W 0 LL n-� `.° 16 DO/NET ACRE SCALE t"= 20 - 0" 0' IV 20' 40 MULtIUNIT RESIDENTIAUCOMMERCIAL, SPRINGFIELD 4 ¢ j STANDARD DETAIL 3-24 TO MEET SDC 4.2-120NGF # Date Description -f .J VEGETATED STORMWATER TREATMENT AREA SEE DETAIL 12 / L10 0 AI_ VEHICLE PARKING: L _ t NOTE' REQUIRED. DU STANDARD: 75PACE! 2 -_ ' c4 v MINOR VARIANCE HAS BEEN APPROVED BY THE CITY L22EXISTING RESULT: 15 SPACES _-w p f/ u 40'-G'_ SIDEWALK OF SPRINGFIELD FOR MINIMUM STREET FRONTAGE. PROPOSED 15 GARAGE SPACES + 1 DRIVEWAY SPACE EACH TRASH /RECYCLING ENCLOSURE _.� c wz 5' STORMWATER ' I\ \ EXISTING UTILITY POLE AND STREET LIGHT BIKE PARKING: z A EASEMENT - IRRIGATION SLEEVE -TYPICAL REQUIRED: STANDARD: ISPACE IDU, 100% LONG-TERM RESULT. 15 SPACES 25% SHORT TERM=4 OUTDOOR SPACESII-- E 1 _ PROPOSED. 15 SPACES PROVIDED IN GARAGE, PLUS FOUR SHORT TERM SPACES z g LL F L BIKE PARKING -. PROPOSED CONCRETE WALK ag L_ 00 q N 0 1 p rn 5 SETBACK PROPOSED CONCRETE DRIVEWAY g OPEN SPACE. GENERAL O.S. Qn Q _Q_ SIGN, NO PARKING -FIRE LANE (SFC D103.6) 11 ,,�� UNLESS SPECIFIED OTHERWISE L10.0 w SIDE YARD h ❑ i 0: \ ? p ` GARAGE REMOVED REQUIRED: STANDARD: 15%OF GROSS SITE AREA , ''' - EXISTING DECIDUOUS TREE TO REMAIN Q � F , J. � RESULT: GROSS SITE: 0.839 NET ACRES s, g0 mW 20'DRIVEWAY 15%OF GROSS SITE= 0.13 ACRES HZ wg t PROPOSED: 0.24+ ACRES (28% OF GROSS SITE) EXISTING CONIFEROUS TREE COMMON O.S. TO REMAIN L- v: REQUIRED: STANDARD: .25 SF 11.00 SF OF GROSS FLOOR AREA Q (500 SF MINIMUM WITH NO DIMENSION LESS THAN 15') PROPOSED POLE MOUNTED LIGHT i, "" RESULT: GROSS HEATED AREA: 12,056 SF X.25= 3,014 S.F. 3,014 1,740 S.F. (PRIVATE OPEN SPACEp 1,274 S.F. COMMON SPACE REQ. EXISTING STREET LIGHT TO REMAIN - Q - ` , PROPOSED: 1,770 SF PROPOSED CONCRETE WALK PROPOSED PARTITION/ PROPERTY LINE ACTIVE O.S. SLEEVES EXISTING HOUSE TO REMAIN. \' REQUIRED: STANDARD: 250 SF PER/ 20 DU (NO DIMENSIONLESS THAN 15') \ TOWNHOMES (BUILDING 1), SEE BUILDING DESIGN RESULT: NO ACTIVE OPEN SPACE REQUIRED UNDER 20 UNITS 1 PROPOSED: 0 S.F: LESS THAN 20 UNITS PROPOSED 1. SLEEVES SHOWN ON DRAWING ARE TO BE INSTALLED AS FOLLOWS' 24' ASPHALTIC CONCRETE DRIVEWAY, MULTI -UNIT RESIDENTIAUCOMMERCIAL 8' THICK, REINFORCED, TO MEET 2019 " SLEEVES DET GRADE. \ SFC 503.2.3 AND APPENDIX D102.1. FIRE ACCESS ROAD STANDARDS WILL BE MET TO OBTAIN OCCUPANCY PRIVATE O.S. REQUIRED: STANDARD: 96 SFIDU MIN. (NO DIMENSIONLESS THAN 6') EXETO BE18" ONDBELA DACEFINAL " SLEEVES EXTEND O BEYOND ADJACENT PAVEMENT OR INSIDE FACE OF CURB. OPEN ENDS ARE COVERED WITH DUCT TAPE \ � n CERTIFICATES (PURSUANT TO SDC 4.2-120). 9 RESULT: 15 DU x 96 SF = 7,440 SF SBE - 'WOOD LOCATION STAKES (2 X 2 RED TOP) ARE TO BE PLACED AT ALL SLEEVE PROPOSED: 1,740 SF (COVERED BACK PORCHES) LOCATIONS AT FACE OF WALKS AND CURBS. \` "V;\., 116 SF EACH X 76 UNITS= 1740 S.F. UNIT DRIVEWAY- ASPHALTIC CONCRETE, TTP. 2. ALL SLEEVES SHALL BE SCHEDULE 40 PVC. 2S TRANSITION TO 1 g p , p " NOTE: IN ACCORDANCE WITH SFC 912.4, IMMEDIATE ACCESS TO FIRE DEPARTMENT CONNECTIONS 3. SEE PLAN FOR SLEEVE SIZE. ADJACENT) 9 - =� \\ MUST BE MAINTAINED AT ALL TIMES AND WITHOUT OBSTRUCTION BY FENCES, TREES, SHRUBS, 4. SLEEVE LAYOUT IS SCHEMATIC. VERIFY LOCATIONS AND NOTIFY LANDSCAPE ARCHITECT LDR ZONE I - j WALLS, OR ANY OTHER OBJECTS. OF ANY DISCREPANCIES PRIOR TO INSTALLATION OF ELECTRICAL AND IRRIGATION 7 \ SYSTEM. U i ^ \,� ''-, i u \ (2) FIRE LANE SIGNS CONSTRUCTION NOTES . 3 - % \�\ �` ": I/?�� GROUNDWATER &WELLHEAD PROTECTION 1. THIS SHEET SHOWS EXISTING CONDITIONS TO REMAIN AND NEW SITE WELLHEAD PROTECTION SIGN UIIT2�,j J _ ll ` "' SEE NOTES THIS SHEET gPG IFt IMPROVEMENTS. DURING CONSTRUCTION 2. EXISTING CONDITIONS INFORMATION BASED ON SURVEY BY BRANCH p tl's. ENGINEERING, INC., 310 FIFTH STREET, SPRINGFIELD, OREGON 97477, (541) I.. p 746-0637 FAX (541) 746-0389. E '; : - 2� fS�E 1. GROUNDWATER PROTECTION MUST BE OBSERVED DURING CONSTRUCTION ON THE SITE. PRIVATE STORMWATER FACILITIES ONSITE 3. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE ARE TO BE MAINTAINED TO ENSURE THE CONTINUED PROTECTION OF LAYOUT OF WORK PRIOR TO EXECUTION OF ANY WORK. SURFACE WATER AND GROUNDWATER RESOURCES. THE FOLLOWING 4. OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF SITE LIGHTING - SEE SHEET L6.0 REGULATIONS MUST BE OBSERVED DURING CONSTRUCTION: ANY SITE REVIEWS. DNAPL PROHIBITION: THE CONTRACTOR AND ALL SUBCONTRACTORS 5. THERE SHALL BE REQUIRED REVIEWS BY OWNER'S REPRESENTATIVE TOWNHOME (BUILDING 2), SEE BUILDING DESIGN ARE REQUIRED TO PROVIDE THE OWNER'S ENGINEER WITH COPIES OF PRIOR TO EXECUTION OF ANY WORK, INCLUDING AFTER STAKING & (n PROPOSED SHORT-TERM BIKE PARKING - MSDSs FOR ALL CHEMICALS PROPOSED FOR USE ONSITE PRIOR TO USE LAYOUT, PRIOR POURING CONCRETE, PRIOR TO BACKFILLING AND ROUGH lk4 SPACES OR DELIVERY TO THE PROPERTY. BASED ON THESE MSDSs, THE GRADING. .. ENGINEER MAY CONTACT THE SUB DRINKING WATER SOURCE 6. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL LANDSCAPE AREAS. :- - \� PROTECTION COORDINATOR (541-7443745) WITH ANY QUESTIONS 7. SEE DETAILS INFORMATION -UNIT 7 UNIT 6 UNIT 5 UNIT 4 - UNIT 3 g �, ABOUT EVALUATING PRODUCTS FOR DNAPLs. FOR ON CONSTRUCTION MATERIALS AND \�t�e I.....[I. r. y ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY INSTALLATION METHODS. WELLHEAD PROTECTION SIGN � "" • - - \ °c AND CLEAN-UP MATERIALS DISPOSED OFF-SITE AND IN ACCORDANCE 8. PROVIDE EXPANSION JOINTS (EJ) AT INTERSECTIONS, CORNERS, OR SEE NOTES THIS SHEET I:"--"" = _ ._. _ _ _ \ \ ���* WITH LANE COUNTY AND DEQ REQUIREMENTS. IN EVERY CASE, CARE WHERE CONCRETE SLABS MEET WALLS OR OTHER STRUCTURES. p3 \ R SHALL BE TAKEN TO PREVENT GROUNDWATER CONTAMINATION. 9. PROVIDE CONSTRUCTION JOINTS (CJ) BETWEEN ALL POURS. CHEMICAL HANDLING, STORAGE, AND USE: CONTRATORS/DEVELOPERS 10. ALL CONCRETE PAVING JOINTS NOT LABELED OTHERWISE ARE CONTROL SHALL BE RESPONSIBLE FOR SAFE HANDLING AND STORAGE OF JOINTS (SJ). J PROVIDE FIRE LANE SIGNS ON BOTH SIDES OF DRIVE, TYP. CHEMICALS, PETROLEUM PRODUCTS, AND FERTILIZERS AND THE C, ....... w "`__ \ ' TO MEET SFC 0103.6. THE LOCATION AND DETAIL OF THESE PREVENTION OF GROUNDWATER AND STORM WATER RUNOFF 10. OMIT DOWELS AT EXPANSION JOINTS ABUTTING WALLS AND STRUCTURES. I o ¢ 2) FIRE LANE SIGNS 1� SIGNS WILL MEET THE REQUIREMENTS OF SDC 4.2-120. CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, 11. ALL CONCRETE PAVING JOINTS SHALL BE EQUALLY SPACED BETWEEN -4\ '-�✓ INCLUDING PAINT AND CLEANING MATERIALStWASTES, MUST NOT ENTER SHOWN OR NOTED LIMITS, AND SHALL BE AT 90" ANGLES TO EDGES OF r oil , THE SOIL OR BE WASHED INTO THE STORM WATER SYSTEM. ALL PAVEMENT AND OTHER JOINTS UNLESS OTHERWISE INDICATED. °- TOWNHOMEBUILDING ( 3 , ) SEE BUILDING DESIGN. CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY 12. ALIGN CURB AND GUTTER JOINTS WITH CONCRETE PAVING JOINTS WHERE e », )_: :_ :; CONTAINMENT. ADJACENT. - j[ ESTIMATED DISTANCE FENCE TO PATHWAY EDGE - EQUIPMENT MAINTENANCEAND FUELING: PRECAUTIONS SHALL BE ..... \ 12"MINIMUM DISTANCE TO BE MAINTAINED ALONG TAKEN TO PREVENT FLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE 13. SEE BUILDING PLANS FOR FOR ADDITIONAL BUILDING INFORMATION. ENTIRE FENCE LENGTH WITHIN SUBJECT SITE PROPERTY FROM LEAKING, INCLUDING PROVIDING A DEDICATED AREA FOR 14. SEE CIVIL PLANS FOR ADDITIONAL CIVIL INFORMATION. PROPOSED W PRIVACY FENCE FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHALL BE PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR WELLHEAD PROTECTION SIGN, SEE NOTES THIS SHEET I - LEAKS FROM MIGRATING TO THE SOIL OR STORM WATER DRAINAGE I SHIRECYCLE - \\1' SYSTEM. STORMWATER TREATMENT FACILITY ) ,,.w, _ :".,,,,,;�;." •,,,.�,., " `j, NT BENEF ING ACCESS EASEMENT NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE SEE CIVIL FOR DETAILS. _ f UNIT 8 UNIT UNIT UNIT UNIT UNIT ) UNIT 297 DEADMOND FERRY RD.IT USED ON THIS SITE. SEE L7.0 FOR PLANTING AND '� 10 - 11 t 12 - 13 - 14 15 " DOC. # 99061898 Mme„ _ 2. WELLHEAD PROTECTION SIGNS SHALL BE PLACED AT THE SITE JUSTIFICATION. ':] ., PARKING &CIRCULATION SETBACK TO BE TEMPORARILY DURING CONSTRUCTION AND PERMANENTLY AT PROPOSED PRIVACY FENCE M.w„�, !;:';-. "` PLANTED WITH 30-40" EVERGREEN HEDGE TRASH/RECYCLING ENCLOSURE AND ADJACENT TO THE SWiFs. THE SIGNS 6' HEIGHT ., --- - - - \ ,,. ... .) O ., ,. AND SHADE TREES 30' O.C. ARE INTENDED TO ALERT CONTRACTORS, SUBCONTRACTORS, ,,. - - -_ _ _--- -. - - -- _-._.- -.__ \ EMPLOYEES, TENANTS, AND OTHERS TO THE IMPORTANCE OF REPORTING AND CLEANING UP ANY SPILLS (SIGN STANDARD AVAILABLE, 541 726 2396). ";n PLEASE CONTACT AMY CHINITZ (541-744-3745) TO PURCHASE SIGNS y` - __ o_•�.._•=_`-�_o- -"„a-°_�-`,-a,-,,,;,:1' DIRECTLY FROM SUB. .__- --e-- -- O C PRIVACY FENCES N EXTEND 5' FROM BUILDING w EXISTING 6' FENCE TO REMAIN Y w O U A YARD DRAIN INLETS AND PERIMETER FRENCH DRAIN B Y././`\ /�l-��--�-... map- _uz 'sa"'"`ffs..�,} -- � "' Ni � � ADJOINING') HEARTFELT GUESTHOUSE L i a Li `)1 k5� SHOWN AS AN APPROXIMATE REFERENCE.o_jl sA. NOT SURVEYED. LAND USE 2 ,(�REVIEW SET THIS DRAWING IS /��� % T NOT FOR CONSTRUCTION 12-17-2021 �I + LANDSCAPE ARCRRECTS + SATRE 'I i �z�gzo o wgw�oa ow$ag� Ooow� a woQ a <>gmga OUI m Nzo:ya w¢ao W �v U `rci �Na�O ,wp„oz R 2 ww=zow Q .V airw>C�a d f0 uawar�o W C m�pzSW f-m tiGISTE� ri SOI C. ANDERSON (~ Y OREGON U d 5-13-19 �E A�� J N W Q 0 U) U) a Z 06 w Q n a ZzCi W Z 0 W 0 LL N !n SCALE t"= 20 - 0" 0' IV 20' 40 Revisiom # Date Description wz z E z g LL ag q N 0 1 Qn Q I L3.0 0 r LEGEND V-- EXISTING OVERHEAD POWER -� ISWTFI - — --- EXISTING OVERHEAD PHONES i r 4"+-- EXISTING WATER LINE SATRE -- -,,, — EXISTING STORM WATER GROUP --- ------ - EXISTING WASTE WATER PROPOSED IRRIGATION SLEEVE =a LLw� 55- SO PROPOSED WASTE WATER PROPOSED STORMWATER �o DSo------ PROPOSED DOWNSPOUT r CO c PROPOSED CLEAN OUT PR W— - PROPOSED WATER LINE *11 PROPOSED WATER METER ^ J�/L o PROPOSED FENCE EXISTING Q m atio�$a STREET LIGHT f9 N v E EXISTING FIRE HYDRANT O W m) 1.. L 10 O io W 3 m mw 2'0 0 3 �z�rSe Fro CL 3 S a o $ 1 S ll�lO F.H 10 C. ANDERSON E„� OREGON U 8-13-19 dzv. 'pr J 'i\4-- SAN tfH ,J^ N LWL Q O 4Z INIA VI J a a. (r J of Of W ,u LL Of W 0 p O O 0 �Z i g w OQIf D. .jO D. N t7 SCALE 1'= 20'- D- o• 1a 20• am Revisions i I r -• I n L- /T\jD (y°':i (L sr)'.__-_\'..�5'�•_,�R WZ li �j O K z� .Lo E- E p 2y 0 V IdN1 0 r H � i 6 tV C •ci U w A 1 2 II L4.0 y _ a PROPERTY PIN- POINT OF BEGINNING 0 0 xeegggry 5$ Q \ ,r tiUFQi \ �TYO�AAD sa'nKKUNIT UNIT 8 UNIT UNIT UNIT UNIT � UNIT — UNIT d 1 tU 111 .. r 112 113 14' 4 15 S yA + EXISTING STREET TREE TO REMAIN PROPOSED AREA DRAIN PROPOSED BUILDING ENTRY PROPOSED STORMWATER TREATMENT FACILITY PROPOSED ASPHALT PROPOSED CONCRETE WALKS PROPOSED PLANT BED DIRECTION OF TRAVEL ALIGN WITH ADJACENT ELEMENT SITE LAYOUT NOTES 1. THIS SHEET SHOWS EXISTING CONDITIONS, SITE IMPROVEMENTS AND HORIZONTAL LAYOUT. 2. INVESTIGATE ALL EXISTING SITE CONDITIONS PRIOR TO BEGINNING WORK 3. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES, OR RELATED FACILITIES AT CONTRACTORS EXPENSE AND IN A MANNER APPROVED BY OWNER'S REPRESENTATIVE. 4. PROTECT FROM DAMAGE ALL EXISTING ELEMENTS TO REMAIN. 5. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO EXECUTION OF ANY WORK. 6. OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY SITE RENEWS. T. THERE SHALL BE REQUIRED REVIEWS BY OWNER'S REPRESENTATIVE PRIOR TO EXECUTION OF ANY WORK, INCLUDING AFTER STAKING AND LAYOUT, PRIOR TO CUTTING OR POURING CONCRETE, PRIOR TO BACKFILLING AND ROUGH GRADING, IN ADDITION TO RENEW OF ALL REQUIRED SLEEVING. 8. ALL DIMENSIONS ARE TO FACE OF WALL OR EXISTING ELEMENT UNLESS NOTED OTHERWISE. ALL ANGLES ARE 90 DEGREES UNLESS NOTED OTHERWISE. 9. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. 10. SEE DETAILS FOR INFORMATION ON CONSTRUCTION MATERIALS AND INSTALLATION METHODS. 11. PROVIDE EXPANSION JOINTS AT INTERSECTIONS, CORNERS, OR WHERE CONCRETE SLABS MEET WALLS OR OTHER STRUCTURES. EXPANSION JOINT SPACING SHOULD EQUAL WIDTH OF PAVEMENT WITH MAXIMUM DISTANCE OF 30'. 12. OMIT DOWELS AT EXPANSION JOINTS ABUTTING WALLS AND STRUCTURES. 13. PROVIDE CONSTRUCTION JOINTS BETWEEN ALL POURS. 14. ALL CONCRETE PAVING JOINTS NOT LABELED OTHERWISE ARE CONTROL JOINTS. 15. PROVIDE SMOOTH TRANSITION IN ALL CHANGES IN GRADIENT, DIRECTION AND RATE OF SLOPE. 16. ALL CONCRETE PAVING JOINTS SHALL BE EQUALLY SPACED BETWEEN SHOWN OR NOTED LIMITS, AND SHALL BE AT 90 DEGREE ANGLES TO EDGES OF PAVEMENT AND OTHER JOINTS UNLESS OTHERWISE INDICATED. 17. THE CONTRACTOR SHALL NOT PERFORM WORK WITHOUT CITY INSPECTIONS WHERE INSPECTIONS ARE REQUIRED BY THE PROVIDED SPECIFICATIONS. LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 12-17-2021 LEGEND V-- EXISTING OVERHEAD POWER -� ISWTFI - — --- EXISTING OVERHEAD PHONES i r 4"+-- EXISTING WATER LINE SATRE -- -,,, — EXISTING STORM WATER GROUP --- ------ - EXISTING WASTE WATER PROPOSED IRRIGATION SLEEVE =a LLw� 55- SO PROPOSED WASTE WATER PROPOSED STORMWATER �o DSo------ PROPOSED DOWNSPOUT r CO c PROPOSED CLEAN OUT PR W— - PROPOSED WATER LINE *11 PROPOSED WATER METER ^ J�/L o PROPOSED FENCE EXISTING Q m atio�$a STREET LIGHT f9 N v E EXISTING FIRE HYDRANT O W m) + EXISTING STREET TREE TO REMAIN PROPOSED AREA DRAIN PROPOSED BUILDING ENTRY PROPOSED STORMWATER TREATMENT FACILITY PROPOSED ASPHALT PROPOSED CONCRETE WALKS PROPOSED PLANT BED DIRECTION OF TRAVEL ALIGN WITH ADJACENT ELEMENT SITE LAYOUT NOTES 1. THIS SHEET SHOWS EXISTING CONDITIONS, SITE IMPROVEMENTS AND HORIZONTAL LAYOUT. 2. INVESTIGATE ALL EXISTING SITE CONDITIONS PRIOR TO BEGINNING WORK 3. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES, OR RELATED FACILITIES AT CONTRACTORS EXPENSE AND IN A MANNER APPROVED BY OWNER'S REPRESENTATIVE. 4. PROTECT FROM DAMAGE ALL EXISTING ELEMENTS TO REMAIN. 5. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO EXECUTION OF ANY WORK. 6. OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY SITE RENEWS. T. THERE SHALL BE REQUIRED REVIEWS BY OWNER'S REPRESENTATIVE PRIOR TO EXECUTION OF ANY WORK, INCLUDING AFTER STAKING AND LAYOUT, PRIOR TO CUTTING OR POURING CONCRETE, PRIOR TO BACKFILLING AND ROUGH GRADING, IN ADDITION TO RENEW OF ALL REQUIRED SLEEVING. 8. ALL DIMENSIONS ARE TO FACE OF WALL OR EXISTING ELEMENT UNLESS NOTED OTHERWISE. ALL ANGLES ARE 90 DEGREES UNLESS NOTED OTHERWISE. 9. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. 10. SEE DETAILS FOR INFORMATION ON CONSTRUCTION MATERIALS AND INSTALLATION METHODS. 11. PROVIDE EXPANSION JOINTS AT INTERSECTIONS, CORNERS, OR WHERE CONCRETE SLABS MEET WALLS OR OTHER STRUCTURES. EXPANSION JOINT SPACING SHOULD EQUAL WIDTH OF PAVEMENT WITH MAXIMUM DISTANCE OF 30'. 12. OMIT DOWELS AT EXPANSION JOINTS ABUTTING WALLS AND STRUCTURES. 13. PROVIDE CONSTRUCTION JOINTS BETWEEN ALL POURS. 14. ALL CONCRETE PAVING JOINTS NOT LABELED OTHERWISE ARE CONTROL JOINTS. 15. PROVIDE SMOOTH TRANSITION IN ALL CHANGES IN GRADIENT, DIRECTION AND RATE OF SLOPE. 16. ALL CONCRETE PAVING JOINTS SHALL BE EQUALLY SPACED BETWEEN SHOWN OR NOTED LIMITS, AND SHALL BE AT 90 DEGREE ANGLES TO EDGES OF PAVEMENT AND OTHER JOINTS UNLESS OTHERWISE INDICATED. 17. THE CONTRACTOR SHALL NOT PERFORM WORK WITHOUT CITY INSPECTIONS WHERE INSPECTIONS ARE REQUIRED BY THE PROVIDED SPECIFICATIONS. LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 12-17-2021 + LANDSCAPE ARCHITECTS + SATRE GROUP =a LLw� ozi �o r a LO SOV V is IL Q m atio�$a Ix W f9 N v E o5mzyi 5o�wmw O W m) 1.. L 10 O io W 3 m mw 2'0 0 3 �z�rSe Fro CL 3 S a o $ 1 S ll�lO F.H 10 C. ANDERSON E„� OREGON U 8-13-19 dzv. J ,J^ N LWL Q O 4Z INIA VI J a a. (r J of Of W ,u LL Of W 0 p O O 0 �Z i g w OQIf D. .jO D. N t7 SCALE 1'= 20'- D- o• 1a 20• am Revisions 4 bate Description WZ �j O K z� E- E p 2y 0 V IdN1 0 0 H K � -LLL 6 tV C •ci U w O� 1 2 II L4.0 (Fiv^YJ i I 1 h r c,Cti Yf n' i SWTF - SEE CIVIL YARD DRAIN INLETS AND PERIMETER FRENCH DRAIN GRADE BREAK X DIRECTION OF DRAINAGE MATCH E UNIT 6- -439.3;x' UNIT 4 s UNIT 3 _F J 4405 "5 440. 0 \ - Lill 1 TYP TOP OF CURB BC BOTTOM OF CURB \ \ 32% Y TOP OF STEP BS X mond Ferry Road SWTF - SEE CIVIL YARD DRAIN INLETS AND PERIMETER FRENCH DRAIN 74388 D \ ' 439\0 W390`, �`4 a - Xry \ \ n \i Fk c� 439 t�P , FFE440.18 VERIFY % 439.5 FSP 1: N i 439.7 439.5 ,Mo X , GRADE BREAK X DIRECTION OF DRAINAGE MATCH E UNIT 6- -439.3;x' UNIT 4 s UNIT 3 _F J 4405 "5 440. 0 TOP OF WALL - Lill 1 TYP TOP OF CURB BC BOTTOM OF CURB \ \ 32% Y TOP OF STEP BS 439' 38.8 FLOW LINE ELEVATION �DI DRAIN INLET Yl U41T 2 439 30 PROPOSED AREA DRAIN _ '� EXISTING ELEVATION #.� 199.4Oj i SAACLEAN OUT- 1 2%--i 440.0 SWALE 74388 D \ ' 439\0 W390`, �`4 a - Xry \ \ n \i Fk c� 439 t�P , FFE440.18 VERIFY % 439.5 FSP 1: N i 439.7 439.5 ,Mo X , 439.2 i\ �a v 439.8 \ 439.5 �s I 7 b� a 74v:<s�.aq 0 5\ 440.50 GRADE BREAK X DIRECTION OF DRAINAGE MATCH E UNIT 6- -439.3;x' UNIT 4 s UNIT 3 _F J 4405 "5 440. 0 TOP OF WALL - Lill 1 TYP TOP OF CURB BC BOTTOM OF CURB 499.40 32% 2% TOP OF STEP BS 439' 38.8 FLOW LINE ELEVATION �DI DRAIN INLET Yl U41T 2 2%-> PROPOSED AREA DRAIN _ '� EXISTING ELEVATION #.� 199.4Oj ,.t SAACLEAN OUT- 1 2%--i 440.0 SWALE _l5%__D� \ 439.5 438.0 w V , d 439.2 i\ �a v 439.8 \ 439.5 �s I 7 b� a 74v:<s�.aq 0 5\ 440.50 GRADE BREAK -"� DIRECTION OF DRAINAGE MATCH UNIT 7> UNIT 6- UNIT 5 UNIT 4 s UNIT 3 LOW POINT TYP. TOP OF WALL BW _ _ {-TC !� TOP OF CURB BC BOTTOM OF CURB 499.40 PROPOSED GRADE 2% TOP OF STEP BS BOTTOM OF STEP 38.8 FLOW LINE ELEVATION �DI DRAIN INLET Yl 2% ®® PROPOSED AREA DRAIN \ 4 EXISTING ELEVATION #.� 199.4Oj O SAACLEAN OUT- IL IL 2%--i tRY S 6EE a E W _l5%__D� GRADING NOTES w V , d 439.7 TYP. FFE / 439.10=� to O -439.7 d tiGISTE� 4� 439.7`-✓ TYP. T 5% 439.7 /2' \ \ \ JO C. ANDERSON t. ALL SURVEY INFORMATION PROVIDED BY BRANCH ENGINEERING, INC., 310 FIFTH ST, SPRINGFIELD, OREGON & 8-13-19 .� 8-13-19 97477, (541) 746-0637. 439.3 \ L- 439.0 Yl TYP. ALL LOTS ' 439.40 ' 438.9 439.40 TYP. ALL LOTS PIPE INVERT 438,3 YII, 37.66 AGGREGATE EDGE- FRENCH 439.1 DRAINS WEST DRAIN BELOW ELEV. 437.3 AT 1% GROUNDCOVER EDGE ABUTTING FENCE AT PROPERTY LINE - 439.40 TYP. ALL LOTS GRADE BREAK -"� DIRECTION OF DRAINAGE MATCH MATCH EXISTING GRADE 7 -HP l�LP HIGH POINT LOW POINT TYP. TOP OF WALL BW BOTTOM OF WALL {-TC !� TOP OF CURB BC BOTTOM OF CURB 499.40 PROPOSED GRADE 4r -TS TOP OF STEP BS BOTTOM OF STEP r -FL FLOW LINE ELEVATION �DI DRAIN INLET Yl YARD INLET ®® PROPOSED AREA DRAIN \ 4 EXISTING ELEVATION #.� 199.4Oj O SAACLEAN OUT- IL IL tRY S 6EE a E W §g ag GRADING NOTES w V , d wdo3rc� FFE pz to O tiGISTE� 4� 440.50 JO C. ANDERSON t. ALL SURVEY INFORMATION PROVIDED BY BRANCH ENGINEERING, INC., 310 FIFTH ST, SPRINGFIELD, OREGON & 8-13-19 .� 8-13-19 97477, (541) 746-0637. 2. VERIFY EXISTING ELEVATION WHERE NEW WORK ABUTS EXISTING TO REMAIN. NOTIFY OWNER'S SANT YDRAIN 439.9 J 440.0 �\ SEE Cl �a lueiss�` U.1 3- ^'tilr.°u Q O -UNIT 8 iUNIT 9 ii UNIT UNIT UNIT -� UNIT UNIT TYP. UNIT J � Z w PAVEMENT AND 2' ABOVE FINISH GRADE AT PLANT BEDS. ADJUST RIM ELEVATIONS OF EXISTING UTILITIES TYP. TYP. y�a'..� I 12 AccoaOwGLv. 14 15 O a �_ 1.6 V O z v 5. THE CONTRACTOR SHALL NOT PERFORM WORK WITHOUT CIT' INSPECTIONS WHERE INSPECTIONS ARE \ REQUIRED BY THE ABOVE SPECIFICATIONS. ol fly 2(r 49 6. REQUESTS BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE APPROVED BY THEOWNER'S N Date Description REPRESENTATIVE BEFORE THE CHANGES ARE IMPLEMENTED. 1, - 7. OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY ---- - ---' --' -' -- -�\ - - -- --'_-- .01_ 440�_�„ 1 L- 439.0 Yl TYP. ALL LOTS ' 439.40 ' 438.9 439.40 TYP. ALL LOTS PIPE INVERT 438,3 YII, 37.66 AGGREGATE EDGE- FRENCH 439.1 DRAINS WEST DRAIN BELOW ELEV. 437.3 AT 1% GROUNDCOVER EDGE ABUTTING FENCE AT PROPERTY LINE - 439.40 TYP. ALL LOTS yv b GRADE BREAK -"� DIRECTION OF DRAINAGE MATCH MATCH EXISTING GRADE 7 -HP l�LP HIGH POINT LOW POINT TW TOP OF WALL BW BOTTOM OF WALL {-TC !� TOP OF CURB BC BOTTOM OF CURB 499.40 PROPOSED GRADE 4r -TS TOP OF STEP BS BOTTOM OF STEP r -FL FLOW LINE ELEVATION �DI DRAIN INLET Yl YARD INLET ®® PROPOSED AREA DRAIN \ 4 EXISTING ELEVATION #.� 199.4Oj O yv b t LANDSCAPE ARCHITECTS H- 439.6A'a« SAIR GROUP of worm n g�asod p� aoi� E o. \ 4 m � O SAACLEAN OUT- IL IL tRY S 6EE a E W §g ag GRADING NOTES w V , d wdo3rc� w 3:X pz to O tiGISTE� 4� JO C. ANDERSON t. ALL SURVEY INFORMATION PROVIDED BY BRANCH ENGINEERING, INC., 310 FIFTH ST, SPRINGFIELD, OREGON & 8-13-19 .� 8-13-19 97477, (541) 746-0637. 2. VERIFY EXISTING ELEVATION WHERE NEW WORK ABUTS EXISTING TO REMAIN. NOTIFY OWNER'S SANT YDRAIN 439.9 J REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO ANY CONSTRUCTION. �\ SEE Cl U.1 3- VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION. REPAIR ANY DAMAGE TO Q O EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A MANNER APPROVED ° - A BY GENERAL CONTRACTOR. /ate L INSTALL ALL NEW STORM UTILITIES SO THAT RIM ELEVATIONS ARE FLUSH WITH FINISH GRADES AT LAWNS AND J � Z w PAVEMENT AND 2' ABOVE FINISH GRADE AT PLANT BEDS. ADJUST RIM ELEVATIONS OF EXISTING UTILITIES TYP. TYP. y�a'..� Z AccoaOwGLv. �. O a �_ 1.6 V O z v 5. THE CONTRACTOR SHALL NOT PERFORM WORK WITHOUT CIT' INSPECTIONS WHERE INSPECTIONS ARE \ REQUIRED BY THE ABOVE SPECIFICATIONS. ol fly 2(r 49 6. REQUESTS BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE APPROVED BY THEOWNER'S N Date Description REPRESENTATIVE BEFORE THE CHANGES ARE IMPLEMENTED. 1, - 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 ZA� _ �'--� , CENTER (503) 232-1967} 8. THE GROUND SURFACE SHALL BE PREPARED TO RECEIVE FILL BY REMOVING VEGETATION, NON COMPLYING wz FILL, TOPSOIL AND OTHER UNSUITABLE MATERIALS, AND SCARIFYING TO PROVIDE A BOND WITH THE NEW FILL. r ¢Q 9. OWNER'S REPRESENTATIVE WILL BE NOTIFIED 46 HOURS IN ADVANCE OF ALL SITE INSPECTIONS. Z U 10. ALL NEW OWSITE UTILITIES WILL BE PLACED UNDERGROUND. ALL PROPOSED UTILITIES TO BE CONSTRUCTED .z -' _-^¢ _ PRIVATELY. LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 12-17-2021 t LANDSCAPE ARCHITECTS H- SAIR GROUP of worm n g�asod p� aoi� E o. woa w�ouwo m � O aUWOYa IL IL a E W §g ag R''0 to C, w V , d wdo3rc� w 3:X pz to O tiGISTE� JO C. ANDERSON OREGON L) 8-13-19 .� 8-13-19 L) J J U.1 Q Q O J U) /ate o � V J � Z w ,�I LL Z QZ O 2 w O a �_ 1.6 V O z v N (A SCALE 1" = 20' - 0' ol fly 2(r 49 Revisions N Date Description wz w4 ¢Q m Z U d 0 Z 0 e N N K 0 L5.0 (Q_ r, Ferry i o UGIT 1 UIT 2 POLE MOUNTED FIXTURE (TYP) � t ( LEGEND 1,2 PARKING AREA LIGHTING. L6.0 TYPE 4 AREA LED WITH INTERNAL SHIELD, ,Z-0" POLE. (PHILIPS GARDCO ECOFORM AREA LED ECF OR EQUIVALENT). NOTE: CENTER OF POLE TO BE LOCATED 30" FROM EDGE OF ADJACENT PAVING OR BACK OF CURB. L 4 ✓ A 141 � !35_44 p f� Y I / y „tJl4V - / v , I PARKING AREA ED WI ITTH INTERNAL SHIELD, WALL -MOUNT AT 12'-0". (PHILIPS GARDCO ECOFORM AREA LED ECF OR EQUIVALENT).. J� 1 Ls.o BUILDING MOUNTED FU(TURE(TYP) LLUNIT 8 - DNIT 4Ui�NIT-UNIT �1N1T UNIT UNIT UNIT 11 \12 13 14 � � i —fF— R �� .� z _-.w�sa � _._ _-.. ��—'�'!l'•�S.-.... Tom._. R PHILIPS 00 GARDCO ECF14215LMAIANWX NPIS Y-6" CENTER OF POLE TO - J 2'W CENTER OF POLE TO EDGE OF PAVING OR BACK EDGE OF PAVING OR BACK Q OF CURB SATRF QSD (E;' wo oa -rz�ws C P�IB of 20000 I [p P GROUNDING TERMINAL INSIDE POLE CONDUIT ENTRY VERIFY LOCATION OF n'Br Ie1 gt Ef<FE' I .1I.151 r F CO DOT ENTRY INTO POLE LIGHTING POLE ALIGNMENT SHIM POLE IF REQUIRED BY USING LEVELING WASHER. FILL VOIDS bthy ma1P.�b. II�L r[sI. LED e WITH DRY PACK GROUT. z L /-7 CHAMFER Om aE• woa CONTRACTOR MIN. 41' X 1 W GALVANIZED n F a r„IeLc r t, ar ava lac _r r r=e, a8�ooa gy Cs o,n ¢ fr f >k h urs. ANCHOR BOLTS TEMPLATE PROVIDED BY n (Q_ r, Ferry i o UGIT 1 UIT 2 POLE MOUNTED FIXTURE (TYP) � t ( LEGEND 1,2 PARKING AREA LIGHTING. L6.0 TYPE 4 AREA LED WITH INTERNAL SHIELD, ,Z-0" POLE. (PHILIPS GARDCO ECOFORM AREA LED ECF OR EQUIVALENT). NOTE: CENTER OF POLE TO BE LOCATED 30" FROM EDGE OF ADJACENT PAVING OR BACK OF CURB. L 4 ✓ A 141 � !35_44 p f� Y I / y „tJl4V - / v , I PARKING AREA ED WI ITTH INTERNAL SHIELD, WALL -MOUNT AT 12'-0". (PHILIPS GARDCO ECOFORM AREA LED ECF OR EQUIVALENT).. J� 1 Ls.o BUILDING MOUNTED FU(TURE(TYP) LLUNIT 8 - DNIT 4Ui�NIT-UNIT �1N1T UNIT UNIT UNIT 11 \12 13 14 � � i —fF— R �� .� z _-.w�sa � _._ _-.. ��—'�'!l'•�S.-.... Tom._. R PHILIPS 00 GARDCO ECF14215LMAIANWX NPIS SCALE 3/4" = I%W LIGHT POLE - TOP OF FOOTI TOP OF ADJAC FINISH GRADE P/C. SCALE:NTS Y-6" CENTER OF POLE TO - J 2'W CENTER OF POLE TO EDGE OF PAVING OR BACK EDGE OF PAVING OR BACK Q OF CURB SATRF vI t G tl LEcf t GROUNDING CONDUCTOR At wo oa -rz�ws C P�IB of 20000 I [p P GROUNDING TERMINAL INSIDE POLE CONDUIT ENTRY VERIFY LOCATION OF n'Br Ie1 gt Ef<FE' I .1I.151 r F CO DOT ENTRY INTO POLE LIGHTING POLE ALIGNMENT SHIM POLE IF REQUIRED BY USING LEVELING WASHER. FILL VOIDS bthy ma1P.�b. II�L r[sI. LED e WITH DRY PACK GROUT. z L /-7 CHAMFER Om aE• woa CONTRACTOR MIN. 41' X 1 W GALVANIZED n F a r„IeLc r t, ar ava lac _r r r=e, a8�ooa gy Cs o,n ¢ fr f >k h urs. ANCHOR BOLTS TEMPLATE PROVIDED BY ALL LIGHTING WILL MEET THE STANDARDS IN EC 9.6725 OUTDOOR LIGHTING STANDARDS TO U - INCLUDE BUT NOT LIMITED TO: ap�pO� MANUFACTURER p�w6y�'px SHIELDING: ALL LIGHTING FIXTURES SUBJECT TOA LIGHTING PERMIT SHALL BE CUTOFF 6 r,rc�`a s$'1r .a 2 EEO O xw AND ADDITIONAL SHIELDING SHALL BE REQUIRED, AS NECESSARY TO DIRECT r�M.n tiG ... POURED IN PLACE FOOTING r JO G ANDERSON THE LIGHT WITHIN THE BOUNDARIES OF THE DEVELOPMENT SITE. ECF 1 4 Imsuu,n NW KK BRP - _ -- 4000 PSI CONCRETE PARKING LOT LIGHTING: Ec. , ” , �' +�^ > *-� :____•_+"=-- J PARKING LOT LIGHTING, IF ANY, SHALL BE DESIGNED TO PROVIDE THE MINIMUM IL " -; LIGHTING NECESSARY TO ENSURE ADEQUATE VISION AND COMFORT IN Q a (4)#5 VERTICAL AND #4 HORIZONTAL REBAR PARKING AREAS, AND NOT TO CAUSE GLARE OR DIRECT ILLUMINATION ONTO /0 V/ V ADJACENT PROPERTIES OR STREETS. W n � v ww m Z a o w mn�s.ro —: 0 <� ■ V a z O 0. N !q SCALE 1"= 20' - 0" w sP orwa.Pus.,w m V IV 2W 40' Rev sions �4eul . _ryn # Date Description up :T o u � Fn y wz J O �N R E LL ao au a ID o 6 iv G it U C 0� 6 LL� I I L600 �[" •w w+.r , v a.. a voom.am, x mm re..t SCALE 3/4" = I%W LIGHT POLE - TOP OF FOOTI TOP OF ADJAC FINISH GRADE P/C. SCALE:NTS T DIAMETER LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 12-17-2021 Y-6" CENTER OF POLE TO - J 2'W CENTER OF POLE TO EDGE OF PAVING OR BACK EDGE OF PAVING OR BACK OF CURB OF CURB SATRF GROUNDING CONDUCTOR CONNECT GROUNDING CONDUCTOR At wo oa -rz�ws ANCHOR BOLTS PROVIDED BY GROUNDING TERMINAL INSIDE POLE CONDUIT ENTRY VERIFY LOCATION OF CO DOT ENTRY INTO POLE POLE ALIGNMENT SHIM POLE IF REQUIRED BY USING LEVELING WASHER. FILL VOIDS VN WITH DRY PACK GROUT. z L /-7 CHAMFER T DIAMETER LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 12-17-2021 } LANDSCAPE ARCHRECTS } SATRF o'I wo oa -rz�ws ANCHOR BOLTS PROVIDED BY _zLL4 O MANUFACTURER INSTALLED BY VN w z N o d Om aE• woa CONTRACTOR MIN. 41' X 1 W GALVANIZED OL' a8�ooa `N E ANCHOR BOLTS TEMPLATE PROVIDED BY UJ 8 U - I-ym o ap�pO� MANUFACTURER p�w6y�'px DJ $i C N 6 r,rc�`a s$'1r .a 2 EEO O xw I S tiG POURED IN PLACE FOOTING r JO G ANDERSON 'Y OREGON U �� 5-13-19 4000 PSI CONCRETE IIT J � IL U) Q a (4)#5 VERTICAL AND #4 HORIZONTAL REBAR T DIAMETER LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 12-17-2021 } LANDSCAPE ARCHRECTS } SATRF wo oa -rz�ws _zLL4 or� VN "aai WOE N o d Om aE• woa a OL' a8�ooa `N E e5o€oa UJ 8 '. a�w D:N56ci I-ym o ap�pO� (A�Ni p�w6y�'px DJ $i C N 6 r,rc�`a s$'1r .a 2 EEO O xw I S tiG r JO G ANDERSON 'Y OREGON U �� 5-13-19 Q U J � IL U) Q a V /0 V/ V 06 °m W n � v ww a o Z a o w Z W 0 <� ■ V a z O 0. N !q SCALE 1"= 20' - 0" V IV 2W 40' Rev sions # Date Description wz J O R E LL ao a ID o 6 iv G it U C 0� 6 LL� I I L600 t UTILITY SCREENING TO COMPLY WFH SDC RESEED ALL DIST PLANTING z v '�-(I1)EW UPR j74)LIR SU2 EL Rw Ferry Road 1 " \P � \ j t \ \{ I , MLLCH (W)URSU2 (2) LON PIL (1) M GRE (5) BER ORK MAHAQU— BOTANICAL NAME COMMON NAME SIZE x, I CAM QU2 CAMASSIA QUAMASH SMALL CAMAS 4" (105)CAMW2 880 CAR OBN CAREX OBNUPTA 1 _1) I 12"o.e. i I I , I Ferry Road 1 " \P � \ j t \ \{ I , MLLCH (W)URSU2 (2) LON PIL (1) M GRE (5) BER ORK MAHAQU— BOTANICAL NAME COMMON NAME SIZE x, QTY CAM QU2 CAMASSIA QUAMASH SMALL CAMAS 4" (105)CAMW2 880 CAR OBN CAREX OBNUPTA 1 _1) 4" 12"o.e. 390 FRA CH2 T1 (92)FRACN2 4" 12" o.c. 92 JUN PAT JUNCUS PATENS CALIFORNIA GRAY RUSH 4" 12" o.c. 399 POL MU2 POLYSTICHUM MUNITUM WESTERN SWORD FERN 4" 12" o.c. 725 woomS'< d ', a�w�ag @)NEPVVLD , NOTE do s oaa8. LU � r� UIT 2 - (1)FOTAIR 1. PROPOSED SWTF PLANTING SHALL BE FULLY W 3�ww as (IR e >c�= � rn d INSTALLED AND FULLY FUNCTIONING PRIOR TO co m� v �, -a r= -p Xi5n... S rE4� FINAL INSPECTION APPROVAL. 4k, d C..I JO N C. ANDERSON E"I OREGON U 8-13-19 d�E 2. THE PROPERTY OWNER WILL BE RESPONSIBLE ,�� � J FOR ONGOING PERPETUAL MAINTENANCE OF J U) THE PRIVATE STORMWATER FACILITIES ON THE W SITE TO ENSURE THEY FUNCTION AS DESIGNED Q p AND INTENDED, AND TO ENSURE PROTECTION a OF GROUNDWATER RESOURCES. ANNUAL /a V 015 0� zRL� n MAINTENANCE RECORDS MUST BE KEPT BY THE n LL K LU r Z PROPERTY OWNER AND PROVIDED TO THE CITY z g w Q (4)Euo uPR FOR REVIEW UPON REASONABLE REQUEST.* Z V o" > - - - (3)CISGRP o N !n brr SCALE 1° = 20' - D' . (3) SPI UT 0' 10' 21Y 40' Revisions # Dote Desonption r 0 -111,71 UNIT 7 UNIT 6 UNIT 5 4 - UNIT 3 + ,UNIT ' (M)NEPM (3)coRls+ V yyt r/ (1)CORKW (399) JUN PAT i � � i✓/.� Ji � 'i � e� (374)POLMU2 O K (396)CAMOU2 Q a g LL _.. 0 (3)CISGRP r 31 0 w W O t7 M (W)NEPINLO (4)CORKDO 3 i3 m Np 8� n LL. a Q O j (14)URBIG _(32)URBIG (2)GORKOU –(2)GIS GRP LTO u "UNIT -,UNIT 84 UNIT -� UNIT UNIT UNIT I UNIT -UNIT \ 1 10 it \ 12 13 \14 _ 15_ �/8 \ _tea. �._. \ _,L � °•x � - �x.ea"-. O3o)cnR Dery —� sti•- (7)CELOCC ?f– P (8)VACOVA (22)HELHEN (6)LON PIL (1)26 GRE G, (5)SPI LR 0 (3)CIS GRP (5)BERORN (3) CIS GRP (5) LON PK (1)ZEL GRE r77=1 LEGEND PROPOSED TREES AND SHRUBSL70.0 1-0 VEGETATED STORMWATER TREATMENT AREA BIKE PARKING (SHORT-TERM) TRASH I RECYCLING ENCLOSURE BIKE PARKING EXISTING DECIDUOUS TREE TO REMAIN EXISTING CONIFEROUS TREE TO REMAIN IRRIGATION SLEEVE PROPOSED POLE MOUNTED LIGHT EXISTING STREET LIGHT TO REMAIN (3)CISGRP (5)BERORK (4) CIS GRP (11) LON PIL (2)ZELGBE (3)OSIDEL PLANTING NOTES 1. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR APPROVAL FROM OWNER'S REPRESENTATIVE. 2, MAKE MINOR ADJUSTMENTS IN THE PLANTING AS NECESSARY TO ACCOMMODATE THE IRRIGATION SYSTEM AS INSTALLED. 3. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO THE EXECUTION OF THE WORK 4. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXECUTION OF WORK. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A MANNER APPROVED BY THE GENERAL CONTRACTOR. S. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO REMAIN FROM ABRASION AND COMPACTION. DO NOT CUT LIMBS OR ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF OWNER'S REPRESENTATIVE. S. CLEANLY SAW CUT TREE ROOTS 1 FOOT FROM FACE OF NEW IMPROVEMENT, WHERE TREES OR PLANT MATERIAL ABUT NEW BUILDINGS, STRUCTURES, CURBS, WALKS OR PAVEMENT - 7. PLAN IS TO SCALE, INSTALL PLANTS IN SHOWN QUANTITIES AT SHOWN SPACING. MASTER PLANT LIST MASTER PLANT LIST CONTAINS ALL PLANTS INCLUDING STORMWATER AREA PLANTS, PLANT SCHEDULE TREES BOTANICAL NAME COMMONNAME SIZE OTY CEL OCC CELTIS OCCIDENTALIS COMMON HACKBERRY 1.5" CAL. 7 COR KOU CORNUS KOUSA KOUSA DOGWOOD 5' HT. 8 ZEL GRE ZELKOVA SERRATA'GREEN VASE' GREEN VASE SAWLEAF ZELKOVA 2" CAL. 5 SHRUBS BOTANICAL NAME COMMONNAME SIZE QTY BER ORK BERBERIS THUNBERGII'ORANGE ROCKET ORANGE ROCKET JAPANESE BARBERRY 5GAL. 15 CISGRP CISTUS X'GRAYSWOOD PINK GRAYSWOOD PINK ROCKROSE 3GAL. 30 COR STO CORNUS STOLONIFERA REDTWIG DOGWOOD 3GAL. 3 COR ISN CORNUS STOLONIFERA'ISANTI' ISANTI REDTWIG DOGWOOD 3GAL. 3 ELIO UPR EUONYMUS JAPONICUS'GREEN SPIRE' GREEN SPIRE EUONYMUS 3 GAL. 15 FOT AIR FOTHERGILLA GARDENII'MT. AIRY DWARF WITCHALDER 3GAL. 1 HEL HEN HELIANTHEMUM NUMMULARIUM'HENFIELD BRILLIANT HENFIELD BRILLIANT SUNROSE 1GAL. 35 LON PIL LONICERA PILEATA PRIVET HONEYSUCKLE 3 GAL, 24 MAH AQU MAHONIA AQUIFOLIUM OREGON GRAPE 1GAL. 53 OSM DEL OSMANTHUS DELAVAYI DELAVAYI OSMANTHUS 5 GAL 3 SPI LIT SPIRAEA X BUMALDA'UTTLE PRINCESS' LITTLE PRINCESS SPIREA 3 GAL. 8 VAC OVA VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 5 GAL. 8 GROUND COVERS CODE BOTANICAL NAME COMMONNAME SIZE SPACING QTY LAW SLD LAWN SEED LAWN SEED V o.c. 593.950 %f URSIG LIRIOPE MUSCARI TIG BLUE BIG BLUE LILYTURF 1 GAL. 24" o.c. 99 E LIR SU2 LIRIDPE MUSCARI'SILVERY SUNPROOF SILVERY SUNPROOF ULYTURF 1GAL. 24o.c. 98 %. NEP WLO NEPETA X'WALKER'S LOW WALKER'S LOW CATMINT 1 GAL. 24" o.c. 59 r SWTF GC CODE BOTANICAL NAME COMMONNAME SIZE SPACING QTY \,.. CAM QU2 CAMASSIA QUAMASH SMALL CAMAS 4" 12" o.c. 880 \ CAR OBN CAREX OBNUPTA SLOUGH SEDGE 4" 12" o.c. 390 FRA CH2 FRAGARIACHILOENSIS BEACH STRAWBERRY 4" 12"o.c. 92 ' JUN PAT JUNGUS PATENS CALIFORNIA GRAY RUSH 4" 12"o.c. 399 +F 77`` POL MU2 POLYSTICHUM MUNITUM WESTERN SWORD FERN 4" 12" o.c. 725 Li PRELIMINARY STORMWATER PLANT LIST STORMWATER PLANTS ARE ALSO LISTED ABOVE IN THE MASTER PLANT LIST. PLANTING SHALL r, 5V�4rF'�� CONFORM TO STANDARDS AS DEFINED IN EUGENE'S STORMWATER MANAGEMENT MANUAL. -` PLANTING IS PRELIMINARY. FINAL SCHEME, PLANT TYPE, AND PLANT SIZE TO BE INCLUDED IN CONSTRUCTION DOCUMENTS. PLANT SCHEDULE STORMWATER TREATMENT SWTF GC BOTANICAL NAME COMMON NAME SIZE SPACING QTY CAM QU2 CAMASSIA QUAMASH SMALL CAMAS 4" 92'o.c. 880 CAR OBN CAREX OBNUPTA SLOUGHSEDGE 4" 12"o.e. 390 FRA CH2 FRAGARIA CHILOENSIS BEACH STRAWBERRY 4" 12" o.c. 92 JUN PAT JUNCUS PATENS CALIFORNIA GRAY RUSH 4" 12" o.c. 399 POL MU2 POLYSTICHUM MUNITUM WESTERN SWORD FERN 4" 12" o.c. 725 STORMWATER JUSTIFICATION Stormwater Treatment -Raingarden 2,486 s.1. Vegetated S.F. Scheme A Plant Cale9orY Required Actual Plant Count Groundcover 12,483 2,486 LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 12-17-2021 1 + LANDSCAPE ARCHITECTS + O P S n o n gw@ aop cc'�t O r�G, iozErZ d wog ` a cv iso �oul 0 L w woomS'< a�w�ag t9 do s oaa8. LU � a.w N W 3�ww as (IR e >c�= � rn d n$wwa co m� -a r= -p Xi5n... S rE4� ti0I 4k, d C..I JO N C. ANDERSON E"I OREGON U 8-13-19 d�E ,�� � J J U) W Q Q p a /a V 015 0� zRL� n n LL K LU r Z O Q Zo� z g w Q J Z V o" a o N !n SCALE 1° = 20' - D' 0' 10' 21Y 40' Revisions # Dote Desonption wz O K Q a g LL 0 r 31 0 w W O t7 M m m 3 i3 m Np 8� n LL. a Q O j LTO u 1 i MODEL SIZE TYPE B i PRECIP TT RAIN BIRD PGA GLOBE i-112" TURF SPRAY 23.44 ,k l3q pZ 1 A5 infh 2S RAIN BIRD PGA GLOBE 1-112" Fii L. I 35.31 0.64 inm I�Iliinwn RAIN BIRD PGA GLOBE J2 ,i 5di ._1 ,,•cf. F,s[ �E �cD ,(,.,5 1-112" SHRUBSPRAY 22.40 c c c c 1-112" c c 37.51 125 inm 6-T i d Ferry Road 3 1 SLEEVE FOR FUTURE USE J 2 _ - \ A i MICRO: I P1 R c MODEL SIZE TYPE B i PRECIP TT RAIN BIRD PGA GLOBE i-112" TURF SPRAY 23.44 34.16 1 A5 infh 2S RAIN BIRD PGA GLOBE 1-112" Fii L. 16.07 35.31 0.64 inm I�Iliinwn RAIN BIRD PGA GLOBE J2 ,i 5di ._1 ,,•cf. F,s[ �E �cD ,(,.,5 1-112" SHRUBSPRAY 22.40 c c c c 1-112" c c 37.51 125 inm 6-T CSC 1-112" TURF SPRAY E C C C C 37.53 d Ferry Road 3 1 SLEEVE FOR FUTURE USE J 2 _ - \ A i MICRO: I P1 R c MODEL SIZE TYPE B WIRE PSI PSI @POC PRECIP TT RAIN BIRD PGA GLOBE i-112" TURF SPRAY 23.44 34.16 1 A5 infh 2S RAIN BIRD PGA GLOBE 1-112" SHRUB SPRAY 16.07 35.31 0.64 inm I�Iliinwn RAIN BIRD PGA GLOBE 1-11T TURF SPRAY 18.20 36.6 1.53 inlh 4S RAIN BIRD PGA GLOBE 1-112" SHRUBSPRAY 22.40 c c c c 1-112" c c 37.51 125 inm 6-T CSC 1-112" TURF SPRAY E C C C C 37.53 a TO STREET NOTES 1. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO EXECUTION OF THE WORK. 2. OWNER'S REPRESENTATIVE WILL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL SITE INSPECTIONS. 3. IRRIGATION LAYOUT IS SCHEMATIC. ADJUST ROUTING OF IRRIGATION LINES AND HEADS AS NECESSARY TO AVOID EXISTING UTILITIES OR CUTTING TREE ROOTS. 4. VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO EXCAVATION. DAMAGE TO EXISTING UTILITIES WILL BE REPAIRED BY CONTRACTOR. MANNER O RACTOR. INA MNNE APPROVED BY OWNER OR OWNER'S REPRESENTATIVE. 5. PROTECT TRUNKS, LIMBS AND ROOTS OF EXISTING TREES FROM ABRASION AND COMPACTION. CUT NO ROOTS OVER 3" IN DIAMETER WITHOUT APPROVAL BY OWNER'S REPRESENTATIVE. 6. SEE IRRIGATION PIPE SIZE CHART FOR PIPE SIZING AND NOTES. 7. VERIFY IRRIGATION PERFORMANCE, MINIMUM STATIC WATER PRESSURE OF 85 P.S.I. AND MINIMUM FLOW (ASSUMED 65 GPM). 8. INFORM OWNER'S REPRESENTATIVE OF PRESSURE AND FLOWS LESS THAN THOSE STATED. 9. INSTALL SPRAY HEADS 6" FROM ADJACENT BUILDINGS AND WALLS OR WITHIN 3" OF ADJACENT PAVEMENT AND CURBS. SLEEVES 1. SLEEVES SHOWN ON DRAWING ARE TO BE INSTALLED AS FOLLOWS: ' SLEEVES TO BE SET 18" BELOW FINAL GRADE. . SLEEVES EXTEND 4" BEYOND ADJACENT PAVEMENT OR INSIDE FACE OF CURB. `OPEN ENDS ARE TO BE COVERED WITH DUCT TAPE ` WOOD LOCATION STAKES (2 X 2 RED TOP) ARE TO BE PLACED AT ALL SLEEVE LOCATIONS AT FACE OF WALKS AND CURBS. 2. ALL SLEEVES SHALL BE SCHEDULE 40 PVC. 3. IRRIGATION SLEEVE SIZES NOT NOTED ON PLANS. INSTALL 4" SLEEVE FOR LATERALS, G" SLEEVE FOR MAINLINE AND MULTIPLE LINES. 4. SLEEVE LAYOUT IS SCHEMATIC. VERIFY LOCATIONS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION OF PAVING, ELECTRICAL AND IRRIGATION SYSTEM. HEAD SCHEDULE IRRIGATION SCHEDULE SYMBOL MANUFACTURERIMODELIDESCRIPTION QTY PSI A A 4 A A HUNTER PROS-04-PR830 5- STRIP SPRAY 27 30 ES LCS RCS cs SS TURF SPRAY, 30 PSI REGULATED 4.0" POP-UP. CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. Fi` rb HUNTER PROS-04-PRS305RADIUS 2 30 Q H F TURF SPRAY, 30 PSI REGULATED 4.0° POP-UP. GO -MOLDED WIPER SEAL WITH W RESISTANT MATERIAL. HUNTER PROS-04-PRS30 T RADIUS 18 30 Q T H F TURF SPRAY, 30 PSI REGULATED 4.0" POP-UP. CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. ((70 (OD HUNTER PROS-(W-PRS30 IZ RADIUS 8 30 Q T H IT TO F TURF SPRAY, 30 PSI REGULATED 4.0" POP-UP. CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 6 6 'm CO' im HUNTER PROS-04-PRS301T RADIUS 5 30 Q T H TT TQ F TURF SPRAY, 30 PSI REGULATED 4.0"POP-UP. CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. HUNTER PROS -06 SHORT RADIUS NOZZLES 26 30 20 2H 4Q 4H 60 6H SHRUB SPRAY, 6.0" POP-UP. CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL Qac HUNTER PROS -065 STRIP SPRAY 30 30 ES LM RCS CS SS SHRUB SPRAY, 6.0° POP-UP. GO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. (5) !sT OO HUNTER PROS -065 -RADIUS 3 30 Q H F SHRUB SPRAY, 6.0° POP-UP. 00 -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. (a (a) Ce) 0 HUNTER PROS -06 8' RADIUS 4 30 Q T H F SHRUB SPRAY, 6.0" POP-UP. CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 4 50% ID HUNTER PROS -0610 -RADIUS 4 30 Q T H F SHRUB SPRAY, 6.0" POP-UP. CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. (? 12 12 10200 HUNTER PROS -0612' RADIUS 2 30 Q T H n TQ F SHRUB SPRAY, 6.0" POP-UP. CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. (15? 15)5555 15 is HUNTER PROS -0615 -RADIUS 13 30 Q T H IT TO F SHRUB SPRAY, 6.0" POP-UP. CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. © © (8) 19 1z is n HUNTER PROS -06 ADJUSTABLE ARC 3 30 SHRUB SPRAY, 6.0" POP-UP. CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. SYMBOL MANUFACTURER)MODEUDESCRIPTION AREA TO RECEIVE DRIPLINE HUNTER HDL -0412 -CV HDL -04 -12 -CV: HUNTER DRIPLINE W/ 0.4 GPH EMITTERS AT 12" O.C. CHECK VALVE, DARK BROWN TUBING WITH TAN STRIPING. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. INSTALL WITH HUNTER PLD BARBED OR PLD -LOC FITTINGS. SYMBOL MANUFACTURERIMODEUDESCRIPTION RAIN BIRD PGA GLOBE 1°,1 -VT, 2" ELECTRIC REMOTE CONTROL VALVE, GLOBE. w SHUT OFF VALVE WATTS 0071-112° MAX. FLOW RATE IS 7.5 FT/S. !M WATER METER I-112" IRRIGATION LATERAL LINE: PVC CLASS 200 SOR 21 IRRIGATION MAINLINE: PVC SCHEDULE 40 PIPE SLEEVE: PVC SCHEDULE 40 VALVE CALLOUT # Valve Number #" # v. ve Flow Valve Size VALVE SCHEDULE VALVE SCHEDULE NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI @POC PRECIP TT RAIN BIRD PGA GLOBE i-112" TURF SPRAY 23.44 34.16 1 A5 infh 2S RAIN BIRD PGA GLOBE 1-112" SHRUB SPRAY 16.07 35.31 0.64 inm 3S RAIN BIRD PGA GLOBE 1-11T TURF SPRAY 18.20 36.6 1.53 inlh 4S RAIN BIRD PGA GLOBE 1-112" SHRUBSPRAY 22.40 33.91 043 inm 5S RAIN BIRD PGA GLOBE 1-112" SHRUB SPRAY 23.01 37.51 125 inm 6-T RAIN BIRD PGA GLOBE 1-112" TURF SPRAY 28.32 37.53 1.lB iNh GPM PIPE SIZE 1 - 9 3/4" 10-17 1" + LANDSCAPE ARCHITECTS H- WRE 27-35 1 112° GROUP 51- 80 2 1!2" 1. PIPE SIZE CHART PROVIDED AS A GUIDE ONLY AND IS AFFECTED BY PIPE CLASS UTILIZED, PSI DETERMINED AT THE POINT OF CONNECTION, PIPE RUN AND PIPE FRICTION LOSS. 2. NO PIPE UTILIZED SHALL EXCEED 5 FPS IN FLOW VELOCITY. 3. CONTRACTOR TO DETERMINE SPECIFIC UNE SIZES, ANY SIZES SHOWN ARE CONSIDERED A GUIDE. LAND USE REVIEW SET THIS DRAWING IS NOTFOR CONSTRUCTION 12-17-2021 + LANDSCAPE ARCHITECTS H- WRE GROUP co %womtz yrs LLw'o ado A `�wna�o oogowp 0 0IL <oe lzILLLo�ox W q �< T N d p�yt I-M9L ,(31 ST • l�j�j/J� • 10 C 7Cf/N` r4 ANDERSON OREGON CJ 8-13-19 `fiC`gpE AR04 J J N LLJU Z J g UO CL U) Z N 0 a 0 � � v Q W W m LL K Z O Z 9 Z 2 w O 9 (� Q z O ISCAL�E 1'= 20' - 0" V11 IV 20' 40' Revisions p Date Description w Z �a Z U ELLo wo C Y ® K Q0 V c ZLL It tQl O U 0 6 a F i L8.0 L F � k L.._____ TREE PROTECTION PROTECTION „ x` Deadrnond Ferry Road - Z. - -- 8" MAPLE 1, FAIR A , \ 1 8'FILBERT 21 FAIR lug' X +— 3" HOLLY CLUMP OF 6 Aw 3. FAIR 36" MAPLE 4, FAIR IN 1 � �-+,--- BFT FILBERT CLUMP 5, FAIR �0 I I w. I Im .KaI i A" I I. s 1 1�s 1 1w _T 1-77 T�T 7T J - 8FT FILBERT CLUMP 6, FAIR v� 'V 8" SNAG 7, POOR 7FT FILBERT CLUMP 8, FAIR I.. COTTONWOOD 9, FAIR 12" CHERRY 10, FAIR 10" CHERRY `i".. 11, FAIR 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 N 4. HAZARODUS TO FUTURE RESIDENTS �'p0'cL. 6. TECHNICAL FELLING SIZERYPE CONDITION + WIBSCIIPE AUHITECTS } 0 J ";yR ,[)vY �, _..__F- ".: r✓✓ ie lir' s woGzw X rsawi Ir E FAIR o n X xoQ`nz Q 3. THOLLY CLUMP OF FAIR sU. X C9 s 4, 36'MAPLE FAIR poza-w R' N m 6 36" MAPLE 4, FAIR IN 1 � �-+,--- BFT FILBERT CLUMP 5, FAIR �0 I I w. I Im .KaI i A" I I. s 1 1�s 1 1w _T 1-77 T�T 7T J - 8FT FILBERT CLUMP 6, FAIR v� 'V 8" SNAG 7, POOR 7FT FILBERT CLUMP 8, FAIR I.. COTTONWOOD 9, FAIR 12" CHERRY 10, FAIR 10" CHERRY `i".. 11, FAIR 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 N 4. HAZARODUS TO FUTURE RESIDENTS �'p0'cL. 6. TECHNICAL FELLING SIZERYPE CONDITION + WIBSCIIPE AUHITECTS } L8"MAPLE FAIR s woGzw X rsawi 2. 8FT FILBERT CLUMP FAIR o n X xoQ`nz Q 3. THOLLY CLUMP OF FAIR sU. X C9 s 4, 36'MAPLE FAIR poza-w R' N m 6 zmrcz°' h X gNEEL w a>"�c.. � � C N 5. SFT FILBERT CLUMP FAIR x Y�3�iu X :G4ao � 31 S 6. 8FT FILBERT CLUMP FAIR • • J, - r.y ANDERSON X y OREGON U 8-13-19 7.8"SNAG POOR z X J 8. TFT FILBERT CLUMP FAIR X o 9. IMCOTTONWOOD FAIR � W X Q 10. 12'CHERRY FAIR 0 Lu X V� 11. 10" CHERRY FAIR } n X J W m K LEGEND .�..... ...... .....> .,-._ PROPERTY LINE EXISTING CONTOUR TREE PROTECTION FENCE 10" CHERRY 9 EXISTING TREES TO BE REMOVED UNDER THIS 1, FAIR TREE REMOVAL PERMIT TREE CONDITIONS G - GOOD F - FAIR P -POOR 10" 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. S. 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 RACK 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 TRACK 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 12-17-2021 + WIBSCIIPE AUHITECTS } 1 s woGzw rsawi o n A� xoQ`nz Q aoaor� IL sU. O U It C9 s oVposw `oio� Lu V U poza-w R' N m 6 zmrcz°' h I's� 0 Q m gNEEL w a>"�c.. � � C N pgng,3a W G NN x Y�3�iu 1-m0. 3 :G4ao � 31 S TE4�, • • J, - r.y ANDERSON �, y OREGON U 8-13-19 z Q J a z o � W Q Q 0 Lu V� a W } n 0. J W m K WLL p O LLI Z Z O W p iz i Q � N N SCALE I'= 20' - 0" V2 0' IV Revisions It Date DescMllon wz 0 wF z M c6 aWo E = m �w o`. o Bci E2 4; L9.0 ALLOW ROOM FOR MULCH ® EDGES HOLO MEN 0 HEAD ADOF LEVELFOR FIRST 1R WHEOFPAf6BNG STIB.L I� FINISH GRADE IS TOP DF SOIL. I ANLCH Is IN AWRION_ 4_t SLOPE 0 EDGE. 1(r� HOIDMULCKV BELOW TOP OF PAVEMENT . Ibll 11 1:11. -IN III_I I 1111-111411 II 111-;I II I I I�, III -111 I11 11 I11 11 .,III PLANTING BAp(FILL MIILCN ,� TYPICAL PLANT BED PROFILE N.T.S. NOTES: 1. CONTRACTOR TOVERIFV INSTAULATIM SPACE FOR BACKFLOW DEVICE IN ENCLOSURE PRIOR TO ORDERING. 2. BACKFLOWASSEM%Y MAY BE LOCATED WWORS IN LIEU OFSHOM INCLOSURE. COORDINATC WITH GENERAL CONRNCTOR. �. CONFIRMSAMaMINSTALLATIMIHEId MNECESSNtYW NLEGALLrt TOFA UTATrEASEOFTESTING. 3. ANGHMMCLOSLIRETOPADASSMOFIEDBYMANUFACTURER 4. PROVIDE LOCILNO MECHANISM FOR CABINET. REDUCED PRESSURE BACKFLOW ASSEMBLY N.T.S. IMPORTANT: ROOT CROM TO SE A MINIMUM OF 1ANYWFINISHGRADE. TREETIES Gr S#ayMweppr TREE STAKES — STAKE3SIDES2'X rx24'HARDWOOD STAKES PIANTSAVCM — FORM 3'KIM GUY WIRE SPAGNG IMPORTANT. ROOT CROWN TO M AMINIMUM IX CABOVE FINISH GRADE. 2 DECIDUOUS TREE PLANTING N.T.S. NoTES: 1. PROVIDE SLEEVING TO ALL ALL PLANTING AREAS AS DETERMINED IN THE FIELD, 2 EXPEND SLEEVE A MINIMUM OF t'O- BE OND PAVING A USE XCFRERETHE SLEEVEIFOR FI(NRE EV3P BEYOND PAVING MGM CAP ENM PRIOR TO BACKFILLING. 6 IRRIGATION SLEEVE MARNERATPAMNG 3 CONIFEROUS TREE PLANTING N.T.S. 12` 3.D' ROUND SHAPE CAST ALUMINUM FINIAL .J.— MIN./MAX. 1'-6" I NrnEG I MOUNALUMINUM BACK T WITH 2-p BOTS APPLIED GRAPHIC, NOTES' 1. USEMFLONTAPEONALLTHREAOEDPVC1.14M, 1, USETEPLONTAPE ON ALL THREADED PIPE "NTS. 2 USEBOTTOMINU70NALLSPRINKLERS. 3. CONSMUCTANDINSTALLNLLVESUMPASSPECNIED 1 SET ENCLOSURE ON FIRM LEVRSUPPORT. ON CONCRETE BRICKSON SURFACE MVALVE SUMP, VALVE Box_ N MIN. I6 GA GALVAN17ED SHEET METAL OR snuTOFF va.vE SETTOPOFBOXFwSH INSTALL IRRIG. HEAD FLUBH WITH PARKING EQUIVALENT ALUMINUM BACKING. MH FINISH GRADE TOP OF MULCH AT PLANT OEM - - L IL m FIRt LANE VERIFY SIGN LANGUAGE W1 CITY CODE. TOPMMULCH LAVER fF—MISS COUPLING SIGN TYPED' EACH SIDE OF CONIRCL VALVE FINISH GRME _ 77_1= I!—) nl III 1111- II III -!11= TCIBAauxGTO Gaourvo corvcREIEBRICK "i POP-UPSPRAv 2'0 STEEL PIPE SETONFIRMHUCVFL N SPRINKLER SUPPOPORFACE Z_ OF VALVSSUMPE SUMP Z PVC SRH OFF OR ELL 1 L — _ _ Z CONTROL IRRIGATION LATERAL J IRRIGATION LATERAL 6) K WIRER COMPACTED SUBGRADE a SETBACK FOR SIGNS LOCATED RPE BACKFRL CON(ROLVALVE SUMP SWING PIPE ASSEMBLY TO PERPENDICULAR TO ROADWAY P.P.—N. %NOVIDE 4• MN. VALVE W IMIMTIMMAINLINE SMINGEPT GUMPOEPTH. FILTER FABRIC gUTOMATIC CONTRIX VN.VE O CONTROL VALVE ASSEMBLY 8 POP-UP SPRAY HEAD ASSEMBLY N.T.S. N.T.S. HOLD FOOTING BELOW FINISH CLEAN BACKFILL SOLAS SPECIFIED, NO ROCKS OVER t/P IN GRADE BACKFILL SEED OR MULCH PER PLANS O2 SPECIFICATONS. 1 /T FINISH GRADE WALL DETECTABLE WARNING TAPE -MAINLINE ONLY URB LATERAL LINE CONIROILER N1TH LOd(ABI.E CASE-SECURETO WALL V I1,_M—TT A A �1T /� z ( 3000 PSI CONCRETE BASE Z w SLOPE TOP AT FINISH GRADE ROADWAY m - I �- PAI TTCONWITNJO FITTINGS- o SCHEDULE CH DULE IS PV WALL ' scnEouLEw PVC J 1 N I ( P M w1RES TO REMOTE corrrtmt vuvE `A �ZLL N 11� / ` VALVEWRING E it4 1-1 :.. NnRES FRan ELECTRIcu suPR.Y Q = // IL FINISH suRF �11 /% (=. MCKwu caMPncrED rD as^L STAnonaD PRocrOR 4•MINIMUM-6"MEN ABUTGNG ROCK VARIES PER SIGN ✓ /. I SEE SITE PLAN 90° ELL- iJ$ OA CONONT �n-� CONTROLLER AND MOUNT N.T.S. EXISTING SUB -GRADE `— MHRNUM t.5 x PIPE O.D. ,)O IRRIGATION PIPE TRENCH N.T.S. �1 FIRE LANE SIGN N.T.S. T-0' 4 SHRUB PLANTING N,TS. HMD4-DEEPMULCH T FROM TRUNK "OGT MChVN CAMME FINISH GRADE FINISH GRADE \ _ ORtNEWNY _— Y11D[M --_—_ T I \R PROlEC'[WN OF � II ` PLAtIP4YlC1 UNE '1 311' tJP \SEE NOTiS�J I Y {HROA\ `H\OM 1 FT NA4\MAIN lSIP1CP1� 1 t2 Fl YM – '!A ^e\ V I g1R9 CUT WtVi\l LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 12-17-2021 6' THICK 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) OL 6.0 SACK M �— CONCRETE ON 2' OF COMPACTED 3/4" MINUS CRUSHED ROCK 6 TYPICAL OMNI S 4.5' TYPICAL I DftNEW A`K TRAPIS\'C\qW W\NG S\\ALL 1101 EXCENO 0E`(ONO PR03ECC\Ol1 O: PROPEiiC( 1]NE * AD AB7vE-W RD FACILITIES (FIRE MRAI POM POLES, CARR BASINS, VALVES, J -BOXES. ENC) SHWL BE PERWITED WIHN RE APRON AREA * THIS MM DRAMIND SHALL BE USE) FOR SM FAIRLY HOMES AND pRLEX6 ONLY. REFER 10 COMMERCHL DRNENAY APRON DRMNO(S) FOR OTHER OEVFJ.DPMENF TYPES * NMI Wp7H STALL BE HEREIN 12 FEET (MINIMUM) AND 24 FELT (MMMUM) :k ALL SURFACES SAL HAVE A BROOM FDRSH. * REFER TO SWLOAIA DRAWING 3-7 FOR CUB WF DRAMS * COHCRUE IN APPROACH AND SRENAIK BEHNO APPROICH SIMI IE 6* 1HCK (MIN) ON 2' OF 3/4' MINI15 CRUSHED W. # NO IENFORCI]i B REDIN4Eo # A COR0 9U (SCORE) JON SHALL BE ADDED 94 THE CEIM OF THE APRON WHEN THE M07 MOIR EXCEEDS 20 FT. * SDMILI ACCESS ROMPS, AND RESfENHIAL ORMEMAYS STALL BE 3000 PSI FIELD SFRENGRI (3450 PSI LTD SIRENGTH) 6.0 SACK MIX CONCRETE * CIEHS A CoMMESCNL BRNEWAYS SFWL BE 3500 P51 FALD sIiLENC,RI (4025 PBI LAB SHREI GTH) 6.3 SACK LEX. CONLREIE SIDEWALK ACCESS RAMP NOTES IF THIS DRIVEWAY APPROACH IS TO ALSO SERVE AS AN SIDEWALK ACCESS RAMP ALL OF THE FOLLOWING AM * RAMP SLOPE SHALL L NOT EXCEED 12:1 REUTNE TO THE HORIZONAL, * NO LIP SWl BE RAM AT THE GUTTER SAD. 9ACKDLt RESIDENTIAL DRIVEWAY yPe, SETBACK SIDEWALK 45�� 1 + LANDSCAPE ARCHITECTS 4 Fl AND SATRE B.CCI(FILL THOROUGHLY DETER THOROUGHLY DEFORE BACKFILLING. TREE PFDESTAt PROVIDE OY;% UNDI—ME. TREE PEDESTAL UNOISTIIROED OR t I II OB_ HA EV TCPSUIL FILL WLLFNAY AND WATER THORDUMKY BEFORE ORCOMPACTED SUBGRADE PREPARE SUBSOIL TO PREVENT LIGHTLYCOGIPACTED BAq(RRllNG. '-ID -I SETTLING SUBGRADE O m <oo C� !. Tx pVMETER NOTE: �a won 2X DIAMETER Ni P pXomg< OF ROOTBALL REMOVE TREE TIES AT ME YEAR WARRANTY '$woom OF ROOTNALL E mYOFOW m� Ni NEM d'tgm 2 z w$2LLw F m 2 DECIDUOUS TREE PLANTING N.T.S. NoTES: 1. PROVIDE SLEEVING TO ALL ALL PLANTING AREAS AS DETERMINED IN THE FIELD, 2 EXPEND SLEEVE A MINIMUM OF t'O- BE OND PAVING A USE XCFRERETHE SLEEVEIFOR FI(NRE EV3P BEYOND PAVING MGM CAP ENM PRIOR TO BACKFILLING. 6 IRRIGATION SLEEVE MARNERATPAMNG 3 CONIFEROUS TREE PLANTING N.T.S. 12` 3.D' ROUND SHAPE CAST ALUMINUM FINIAL .J.— MIN./MAX. 1'-6" I NrnEG I MOUNALUMINUM BACK T WITH 2-p BOTS APPLIED GRAPHIC, NOTES' 1. USEMFLONTAPEONALLTHREAOEDPVC1.14M, 1, USETEPLONTAPE ON ALL THREADED PIPE "NTS. 2 USEBOTTOMINU70NALLSPRINKLERS. 3. CONSMUCTANDINSTALLNLLVESUMPASSPECNIED 1 SET ENCLOSURE ON FIRM LEVRSUPPORT. ON CONCRETE BRICKSON SURFACE MVALVE SUMP, VALVE Box_ N MIN. I6 GA GALVAN17ED SHEET METAL OR snuTOFF va.vE SETTOPOFBOXFwSH INSTALL IRRIG. HEAD FLUBH WITH PARKING EQUIVALENT ALUMINUM BACKING. MH FINISH GRADE TOP OF MULCH AT PLANT OEM - - L IL m FIRt LANE VERIFY SIGN LANGUAGE W1 CITY CODE. TOPMMULCH LAVER fF—MISS COUPLING SIGN TYPED' EACH SIDE OF CONIRCL VALVE FINISH GRME _ 77_1= I!—) nl III 1111- II III -!11= TCIBAauxGTO Gaourvo corvcREIEBRICK "i POP-UPSPRAv 2'0 STEEL PIPE SETONFIRMHUCVFL N SPRINKLER SUPPOPORFACE Z_ OF VALVSSUMPE SUMP Z PVC SRH OFF OR ELL 1 L — _ _ Z CONTROL IRRIGATION LATERAL J IRRIGATION LATERAL 6) K WIRER COMPACTED SUBGRADE a SETBACK FOR SIGNS LOCATED RPE BACKFRL CON(ROLVALVE SUMP SWING PIPE ASSEMBLY TO PERPENDICULAR TO ROADWAY P.P.—N. %NOVIDE 4• MN. VALVE W IMIMTIMMAINLINE SMINGEPT GUMPOEPTH. FILTER FABRIC gUTOMATIC CONTRIX VN.VE O CONTROL VALVE ASSEMBLY 8 POP-UP SPRAY HEAD ASSEMBLY N.T.S. N.T.S. HOLD FOOTING BELOW FINISH CLEAN BACKFILL SOLAS SPECIFIED, NO ROCKS OVER t/P IN GRADE BACKFILL SEED OR MULCH PER PLANS O2 SPECIFICATONS. 1 /T FINISH GRADE WALL DETECTABLE WARNING TAPE -MAINLINE ONLY URB LATERAL LINE CONIROILER N1TH LOd(ABI.E CASE-SECURETO WALL V I1,_M—TT A A �1T /� z ( 3000 PSI CONCRETE BASE Z w SLOPE TOP AT FINISH GRADE ROADWAY m - I �- PAI TTCONWITNJO FITTINGS- o SCHEDULE CH DULE IS PV WALL ' scnEouLEw PVC J 1 N I ( P M w1RES TO REMOTE corrrtmt vuvE `A �ZLL N 11� / ` VALVEWRING E it4 1-1 :.. NnRES FRan ELECTRIcu suPR.Y Q = // IL FINISH suRF �11 /% (=. MCKwu caMPncrED rD as^L STAnonaD PRocrOR 4•MINIMUM-6"MEN ABUTGNG ROCK VARIES PER SIGN ✓ /. I SEE SITE PLAN 90° ELL- iJ$ OA CONONT �n-� CONTROLLER AND MOUNT N.T.S. EXISTING SUB -GRADE `— MHRNUM t.5 x PIPE O.D. ,)O IRRIGATION PIPE TRENCH N.T.S. �1 FIRE LANE SIGN N.T.S. T-0' 4 SHRUB PLANTING N,TS. HMD4-DEEPMULCH T FROM TRUNK "OGT MChVN CAMME FINISH GRADE FINISH GRADE \ _ ORtNEWNY _— Y11D[M --_—_ T I \R PROlEC'[WN OF � II ` PLAtIP4YlC1 UNE '1 311' tJP \SEE NOTiS�J I Y {HROA\ `H\OM 1 FT NA4\MAIN lSIP1CP1� 1 t2 Fl YM – '!A ^e\ V I g1R9 CUT WtVi\l LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 12-17-2021 6' THICK 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) OL 6.0 SACK M �— CONCRETE ON 2' OF COMPACTED 3/4" MINUS CRUSHED ROCK 6 TYPICAL OMNI S 4.5' TYPICAL I DftNEW A`K TRAPIS\'C\qW W\NG S\\ALL 1101 EXCENO 0E`(ONO PR03ECC\Ol1 O: PROPEiiC( 1]NE * AD AB7vE-W RD FACILITIES (FIRE MRAI POM POLES, CARR BASINS, VALVES, J -BOXES. ENC) SHWL BE PERWITED WIHN RE APRON AREA * THIS MM DRAMIND SHALL BE USE) FOR SM FAIRLY HOMES AND pRLEX6 ONLY. REFER 10 COMMERCHL DRNENAY APRON DRMNO(S) FOR OTHER OEVFJ.DPMENF TYPES * NMI Wp7H STALL BE HEREIN 12 FEET (MINIMUM) AND 24 FELT (MMMUM) :k ALL SURFACES SAL HAVE A BROOM FDRSH. * REFER TO SWLOAIA DRAWING 3-7 FOR CUB WF DRAMS * COHCRUE IN APPROACH AND SRENAIK BEHNO APPROICH SIMI IE 6* 1HCK (MIN) ON 2' OF 3/4' MINI15 CRUSHED W. # NO IENFORCI]i B REDIN4Eo # A COR0 9U (SCORE) JON SHALL BE ADDED 94 THE CEIM OF THE APRON WHEN THE M07 MOIR EXCEEDS 20 FT. * SDMILI ACCESS ROMPS, AND RESfENHIAL ORMEMAYS STALL BE 3000 PSI FIELD SFRENGRI (3450 PSI LTD SIRENGTH) 6.0 SACK MIX CONCRETE * CIEHS A CoMMESCNL BRNEWAYS SFWL BE 3500 P51 FALD sIiLENC,RI (4025 PBI LAB SHREI GTH) 6.3 SACK LEX. CONLREIE SIDEWALK ACCESS RAMP NOTES IF THIS DRIVEWAY APPROACH IS TO ALSO SERVE AS AN SIDEWALK ACCESS RAMP ALL OF THE FOLLOWING AM * RAMP SLOPE SHALL L NOT EXCEED 12:1 REUTNE TO THE HORIZONAL, * NO LIP SWl BE RAM AT THE GUTTER SAD. �L1 WRY APRON RESIDENTIAL DRIVEWAY yPe, SETBACK SIDEWALK 45�� + LANDSCAPE ARCHITECTS 4 MIN SATRE GROUPfill Ai Fwil&tz mom �L1 WRY APRON 1' + LANDSCAPE ARCHITECTS 4 SATRE GROUPfill �'-gip>Oi LLFw ��a TFi Z� �rca¢pn O m <oo C� m �a won J .. Ni P pXomg< Om W LL '$woom t7 E mYOFOW m� d'tgm 2 z w$2LLw F m o N LO i ¢dao;rca m w �i C G�y��51a �h•=��g� =IAL �za'aE f 1�1GISTNh Cy JO N C. ANDERSON OREGON kU 5-13-19 �E ARS' U) J H W O , + .J J w � a 0 a R Z -j WLL D O Z O z O Z w Q O Q cv OL Z AJ O N q Revisions IF Date Description wz 0 ZQ Z V z m a c a o Lu O M) � C 3 � p N C O D L10.0 1' DUSIING DEC. 15, 2021 PROPOSED TH Y� NBP project no: 20-517 r ' SITE PROPERTY LINE -•-•-•- WATER PIPE J ` _- --- CURB WASTEWATER PIPE W 10' �0 EDGE OF AC PAVING -w-w- STORMWATER PIPE WATER LINE FIRE LINE y w WASEWATER SEWER -a -e -r- ELECTRIC UNE W 0 RIM -43B. 14 f.:.;_ �..... STORM WATER -a -u-•- JOINT U77UTY TRENCH �Z ,L. u w OVERHEAD WIRES n CLEAN OUT MIT . �w.ca.,- o- - n� 0,. e .c•W Asn .;:; tn, tm-� �c e -ems FENCE LIN£0 �0 CATCH BASIN @SAN RIM 43B33 -.'",r-,,•,, „w . "- _ ray, G Q W ELEVATION CONTOUR O AREA TRAIN W ? '('No Nd rw WATER VALVE O 24" PVC BASIN r WATER HYDRANT • BACKWATER VALVE I r LIGHT POLE i ® WATER METER FRE HYDRANT I a BOLLARD WASTEWATER MANHOLE Y STORMWATER MANHOLE CI V CURB INLET -m- POWER POLE W STREET LIGHT ---__-___ TELEPHONE RISER CONCRETE _ BUILDING DECIDUOUS TREE CONSTRUCTION NOTES �7D7 CONSTRUCT 4' X 4' S.U-B PAD MOUNT ELECTRICAL SERVICE COORDINATE ELECTRIAL SERVICE AND TRENCHING WITH S.U.B (102) INSTALL S.U.B ELECTRICAL METERS. COORDINATE ELECTRICAL SERVICES WITH S.U.B. 103 COORDINATE WITH COMCAST AND CENTURY LINK FOR TELECOMMUNICATIONS INFRASTRUCTURE 104 COORDINATE ELECTRICAL CONNECTION WITH S.U.B. 105 INSTALL NEW ELECTRIC, AND COMMUNICATION SERVICE LINES IN JOINT UTILITY TRENCH, COORDINATE WITH APPROPRIATE COMPANIES FOR EACH SERVICE. 200 CONNECTION TO EXISTING WATER UNE. CONTRACTOR TO COORDINATE WITH S.U.B TO VERIFY EXISTING LINE LOCATION AND WATER SERVICE NEEDS. 207 INSTALL NEW 1" IRRIGATION METER & BACKFLOW. SEE S.U.B. DRAWING W2.00, DETAIL 8 ON SHEET C2. SEE IRRIGATION PLANS FOR MORE DETAIL 202 FURNISH AND INSTALL NEW BACK FLOW PREVENTOR, SEE S.U.B. DRAWING W2.00, DETAIL 8 ON SHEET C2. 205 INSTALL NEW 1" DOMESTIC WATER LINE. TRENCH PER DETAIL 1, SHEET C2. 206 INSTALL NEW 2" DOMESTIC WATER LINE TRENCH PER DETAIL 1, SHEET C2. 207 INSTALL NEW WATER LINE TO PRIME AREA DRAIN P -TRAP. CONNECT TO BUILDING PLUMBING OR IRRIGATION SERVICE AS NEEDED. 210 INSTALL WATER CONNECTION TO BUILDING. 211 INSTALL NEW 4" WATER LINE. TRENCH PER DETAIL 1, SHEET C2. COORDINATE SERVICE WITH S.U.B, 272 FURNISH AND INSTALL NEW FIRE HYDRANT LOCATION TO BE APPROVED BY CIN OF SPRINGFIELD FIRE MARSHALL. INSTALLATION SHALL BE COORDINATED WITH S.U.B. 213 FURNISH AND INSTALL NEW 2" DOMESTIC WATER METER. COORDINATE WITH S.U.B. 214 FURNISH AND INSTALL J4" DOMESTIC WATER METER FOR SINGLE FAMILY RESIDENCE EXTEND SERVICE TO EXISTING BUILDING. COORDINATE WITH S.U.B. 300 CONNECTION TO EXISTING WASTEWATER LATERAL. CONTRACTOR TO VERIFY EXISTING DEPTH & CONFIRM SLOPES TO PROPOSED BUILDINGS WILL ALL BE ADEQUATELY SERVED PRIOR TO CONSTRUCTION. CONTACT ENGINEER IF CONFLICTS ARISE. 301 FURNISH AND INSTALL 6" WASTEWATER PIPE 0 1% SLOPE MINIMUM. TRENCH PER DETAIL 1, SHEET C2. 302 FURNISH AND INSTALL NEW WASTEWATER AREA DRAIN, SEE DETAIL 3, SHEET C2. 303 FURNISH AND INSTALL WASTEWATER CLEANOUT- ADDITIONAL CLEANOUTS MAY BE NEEDED. FURNISH AND INSTALL TO MEET OREGON PLUMBING SPECIALITY CODE SEE DETAIL 2, SHEET C2. 310 WASTEWATER CONNECTION TO BUILDING. SEE PLUMBING PIANS FOR MORE INFO. 400 FURNISH AND INSTALL ROOF DOWNSPOUT PER DETAIL 4, SHEET C2. SEE ARCHITECT PLANS FOR DOWNSPOUT LOCATIONS. 401 FURNISH AND INSTALL 4" STORMWATER PIPE WITH TRACER WIRE AT 1% SLOPE UNLESS OTHERWISE NOTED IN PLANS. TRENCH PER DETAIL 1, SHEET C2. 4p2 FURNISH AND INSTALL 6" STORMWATER PIPE WITH TRACER WIRE AT 0.59. MIN. SLOPE UNLESS 07HERWISE NOTED IN PLANS. TRENCH PER DETAIL 1, SHEET C2. 403 FURNISH AND INSTALL 8' STORMWATER PIPE WITH TRACER WIRE AT 0.5% MIN. SLOPE UNLESS OTHERWISE NOTED IN PLANS. TRENCH PER DETAIL 1, SHEET C2. 406 FURNISH AND INSTALL NEW STURM CLEAN OUT ADDITIONAL CLEANOUTS MAY BE NEEDED. FURNISH AND INSTALL TO MEET 2021 OREGON PLUMBING SPECIALITY CODE SEE DETAIL Z SHEET C2. 407 FURNISH AND NEW DUAL CHAMBER CATCH BASIN, SEE DETAIL 6, SHEET C2. 409 INSTALL SOAKAGE TRENCH. DRAIN ROCK SECTION (TRIANGULAR - 8.5'WxIT75'Lx3'D) WITH 6" PERFORATED PIPE CENTERED IN THE ROCK, LENGTH PER PLANS. SEE DETAIL 7, SHEET C2. 471 INSTALL SOAKAGE TRENCH. DRAIN ROCK SECTION (5'Wx3-D) WITH 6" PERFORATED PIPE CENTERED IN THE ROCK. LENGTH PER PLANS. SEE DETAIL 7, SHEET C2. ¢12 CONNECT EXISTING ROOF DOWNSPOUTS & ANY POTENTIAL FUTURE EXPANSION TO SOAKAGE TRENCH UNDER DRIVEWAY. 421 INSTALL OVERFLOW WEEPHOLE TO THE CURB PER CITY OF SPRINGFIELD STANDARD DETAIL 3-6. 422 FURNISH AND INSTALL 24" SOAKAGE TRENCH INTERCEPT BASIN. 423 INSTALL CLASS 50 RIP RAP OUTFALL PROTECTION (2'Wx3'Lxl'D). LINE UNDERSIDE OF RIP RAP WITH FILTER FABRIC. 424 FURNISH AND INSTALL NEW DITCH INLET PER STORM REPORT DESIGN. SEE DETAIL 9 ON SHEET C2. 425 CONSTRUCT RAIN GARDEN TREATMENT FACILITY PER CITY OF EUGENE STORMWATER MANAGEMENT MANUAL AND DETAIL 10 SHEET C2. 426 INSTALL BASIN OR CLEANOUT FOR MAINTENANCE ACCESS & VARYING FLOW LINES. 427 INSTALL FRENCH DRAIN PER DETAIL 5 ON SHEET C2. 428 INSTALL 6' BACKWATER VALVE TO ENSURE STORMWATER CAN ONLY FLOW TO THE NORTH. 429 INSTALL 4" BACKWATER VALVE TO ENSURE STORMWATER CAN ONLY FLOW WEST TO STORAGE ROCK IN RAIN GARDEN. �zmz NOTES: 1. ELECTRICAL DESIGN TO BE COORDINATED WITH SUB FOR FINAL TRANSFORMER LOCATIONS AND CONDUIT SIZING. 2. THE LOCATION OF EXLSRNG UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY 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 WHICH MIGHT BF OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 TO INDICATE EXISTING UTILITIES AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THESE UTILITIES. THE CONTRACTOR SHALL DO NO EXCAVATION UNTIL ALL UTILITY AGENCIES AND THE CITY HAVE BEEN NOTIFIED AND HAVE BEEN GIVEN THE OPPORTUNITY TO MARK THEIR FACILITES IN THE FIELD. J. AT THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION AND MATERIAL TYPE FOR ALL EXISTING UNDERGROUND UHLWES ON SITE, ACROSS THE SITE AND AT THE INDICATED POINTS OF CONNECTION. IF THE EXISTING CONDITIONS DIFFER FROM THAT SHOWN ON THE PLAN THE CONTRACTOR SHALL N071FY BRANCH ENGINEERING, INC. IMMEDIATELY. THE CONTRACTOR SHALL VERIFY THAT THE NEW UTILITY SERVICE WILL MEET THE INDICATED PIPE SLOPES. 4. WATER LINE SIZES ARE ASSUMED. ONCE A PLUMBER IS INVOLVED SERVICE LINE SIZES TO MULTI -FAMILY BUILDINGS MAY BE REDUCED AS NECESSARY TO MEET CURRENT OREGON PLUMBING SPECIALITY CODE 2021. 5. SITE PLUMBING SHALL CONFORM TO THE OREGON PLUMBING SPECIALTY CODE 2021 AND MANUFACTURERS SPECIFICATIONS. 6. NOT ALL CLEWOUTS FOR STGRM AND WASTE WATER ARE SHOWN. CONTRACTOR SHALL ENSURE CE4NOUTS ARE INSTALLED WHERE NECESSARY TO MEET THE 2021 OREGON PLUMBING SPECIALTY CODE SECTIONS 707, 719, AND 1107.12. COORDINATE QUESTIONS AND INSPECTIONS WITH THE CITY AND PROJECT ENGINEER AS NECESSARY. 7 ELECTRICAL AND COMMUNICATTON URLIRES SHALL BE SERVED BY EWEB, COMCAST, AND CENTRYUNK. COORDINATE WRH SERVICE PROVIDERS FOR SERVICE CONNECTION POINTS AND CONDUIT PLAN. 8. CONVEY STORMWATER FROM ALL IMPERVIOUS AREAS TO THE APPROVED RAIN GARDEN AS SHOWN, WHICH WILL THEN BE INFILTRATED ON-SITE. 18" GROWING MEDIUM. STORMWATER FILTERING MEDIA SHALL MEET CITY OF EUGENE STORMWATER REQUIREMENTS PER STANDARD SPECIFICATIONS, SECTION 01040.14(d). 3.1 iR.."�C9L LINER GEOTEX77LE -� FILTER FABRIC 24" OF 2 1/2" - 3/4" DIA- OPEN IAOPEN GRADED AGGREGATE STORAGE, WRAPPED IN FILTER FABRIC � PLANTINGS PER LANDSCAPE DRAWINGS RAINGARDEN FILTER FABRIC EL 433.00 - 6" PERFORATED PIPE ® RRIMF:4335N.48 ranch 0)-N2DD POWERING-- i Sense 1977 [� F civil • transportation • structural • geotechnical ni cal suRV YINc 4P A 76 = 310 5 h Street Springfield, OR 97477 n ceu uu p'541.746.0637 L07 = t 200 r c c -e- 4 •� 303 PROP, 10' PVL JOINT UTILTYI-� Lm a 2j 5M \ 206 EASEMENT I F PROP. 7' PVF. C y ( STORM EASEMENT iI 106 I 409 FL:43450 >' 105: \. RI `. k x� 0I %jr FFE 44016 ` t s 472 422 I 412 R1 0 PROP. 5' STORM EASEMENT E ENT e I 403 PROP. accEss I N < \ EASEMENT FOR u`- \ ♦ s 428 e I 603).PARCEL 2 6" FLM) :436.70 9 FFE:440.50 40 411 FL:434.50 -o-m-m FFE:440.50 40 FFE440.50 ND FERRY RD \ 105 \ 206 n \ A N GRAPHIC SCALE 20 0 10 20 40 IN FEET ) 01 401 www.granchEngineering.com ,PN "k]9232PE ��h tA 551XLLY SIGNED 2 OREG= 9]. OR z IOONN �O EXPIRES' DECEMBER 31, 2022 project title a DEC. 15, 2021 2' TH Y� NBP project no: 20-517 r ' " J W 10' RAINGARDEN FILTER FABRIC EL 433.00 - 6" PERFORATED PIPE ® RRIMF:4335N.48 ranch 0)-N2DD POWERING-- i Sense 1977 [� F civil • transportation • structural • geotechnical ni cal suRV YINc 4P A 76 = 310 5 h Street Springfield, OR 97477 n ceu uu p'541.746.0637 L07 = t 200 r c c -e- 4 •� 303 PROP, 10' PVL JOINT UTILTYI-� Lm a 2j 5M \ 206 EASEMENT I F PROP. 7' PVF. C y ( STORM EASEMENT iI 106 I 409 FL:43450 >' 105: \. RI `. k x� 0I %jr FFE 44016 ` t s 472 422 I 412 R1 0 PROP. 5' STORM EASEMENT E ENT e I 403 PROP. accEss I N < \ EASEMENT FOR u`- \ ♦ s 428 e I 603).PARCEL 2 6" FLM) :436.70 9 FFE:440.50 40 411 FL:434.50 -o-m-m FFE:440.50 40 FFE440.50 ND FERRY RD \ 105 \ 206 n \ A N GRAPHIC SCALE 20 0 10 20 40 IN FEET ) 01 401 www.granchEngineering.com ,PN "k]9232PE ��h tA 551XLLY SIGNED 2 OREG= 9]. OR z IOONN �O EXPIRES' DECEMBER 31, 2022 project title a DEC. 15, 2021 drawn by: TH designer: NBP project no: 20-517 E -4J J W �0 w W 0 0 �Z ,L. u w 00 z0 �0 G G Q W QLU ti W ? '('No Nd revisions date: DEC. 15, 2021 drawn by: TH designer: NBP project no: 20-517 UTILITY PLAN sheet: 1 C1 RISER 0.0. WITHIN OUTSIDE UNDISTURBED CAST IRON FRAME AND COVER PLUS 1/2" MIN. FINISHED GRADE PAVED AREA PAVED AREA SOIL ADJUST TOP TO M47CH I"moi FINISHED GRADE PAVING 2" MIN. STRUCTURE � COMPACTED 'r I �r n NATIVE K -' g m PROVIDE 1/4" CLEARANCE - BACKFILL ti BETWEEN CONCRETE PM 14 HOOP CENTERED IN D 3/4"-0 "1 AND RISER PIPE. 2" HED ROCK �� MIN 4" PAD M(WITHIN TRAFFIC AREAS. ONLY) MECHANICAL PLUG MIN. 3" MIN N.T.S. DEC. 15, 2021 EXTERIOR WALL ePCMUNrAssr34etYnANDIRDORVARM BEDDING DRAWN `- STORAGE `.- . REDUCED PRESSURE W ENCLOSURE 6" MIN. RG RETE FLOOR (SEE It ENGINEERING: TILE ADAPTER (SIZE PER DOWNSPOUT) TECT'S PLANS FOR � ) P170WOE TRACER WIRE AS S) W FRAME &COVERFINISH REQUIRED PER LOCAL CODE. 0 GFADE 44 PRIMER CONNECTION 6" MIN. PIPE SIZE AND TYPE PER ER WROCK PLANS vl HUB & SPIGOTEIGHTH UNDISTURBED SUBGRADE NOTE AT CONTRACTOR'S OPTION, MULTIPLE UTILITIES MAY BE LOCATED IN THE SAME TRENCH. CONTRACTOR VERIFY AND COMPLY WITH LOCAL AND STATE CODES ON UTILITY SEPARATION REQUIREMENTS. HORIZOI SEPARATION BETWEEN JOINT TRENCH UTILITIES SHALL BE 12" OR GREATER. COMPAC CRUSHEI UTE CASTING SHALL MEET HS20 LOAD REQUIREMENTS. PROVIDE RISER SIZE AND MATERIAL TO MATCH CARRIER PIPE (4" MAX SIZE) ALL CONCRETE SHALL BE COMMERCIAL GRADE CONCRETE PROVIDE TRACER WIRE AS REWIRED BY LOCAL CODE. ADDITIONAL CUANOUTS MAY BE NEEDED. INSTALL PER OREGON PLUMBING SPECIALTY CODE. BEDDING (SEE TYPICAL TRENCH DETAIL) UNDISTURBED SUBGRADE 3' PEA GRAVEL CAP W EL 440.00 Z' EL: 439.00 yP NR 4" SCH 40 PERF PIPE 12" ENCASED WITH 4" OF 3/4" OPEN CRUSHED ROCK, WRAPPED IN GEOTEXRLE FABRIC. NOTE ALTERNATIVE TO FRENCH DRAIN MAY BE EZ -FLOW MANUFACTURED PRODUCT. SUBMIT PRODUCT FOR APPROVAL OTYPICAL TRENCH DETAIL O CLEANOUT 7O FLOOR DRAIN FOR TRASH ENCLOSURE O DOWNSPOUT CONNECTION & CLEANOUT O FRENCH DRAIN 1 SCALE: N.T.S. SCALE N.T.S. SCALE: N.T.S. SCALE: NT.S. SCALE: N.T.S. PVC COVER DRIVEWAY OR LANDSCAPE INSPECTION NOTE 6" PERFORATED PVC PIPE WITH PVC PIPING FRO 6" OUTLET PIPE SURFACE CONTACT ENGINEER PRIOR TO ROCK INSTALLATION PERFORATIONS FACING DOWN. SYSTEM AT 1 PIPING ROOF DRAINS BED SLOPE PIPING 118:12 FOR INSPECTION AND APPROVAL TO ENSURE ARRANGE IN TRENCH PER PLANS. SYSTEM AT 7% MINIMUM / 6" PERFORATED PVC ACCEPTABLE NATIVE BASE MATERIAL. SCARIFY SLOPE 0 1/5.12 PIPING IN 3/4" (MIN) INLET & OUTLET PIPE BICYCLE -PROOF FOSSIL FILTER INSERT - MINUS CRUSHED PIPING TO BE ON PIPE 67(4" TEE AT BASE PRIOR TO ROCK INSTALLATION. GRATE FILTER FABRIC LINER ROCK, PEA GRAVEL SLOPE GRADE CONNECTION LOCKABLE COVER & COVER ON ALL OR CLEAN SAN , SIDES & TOP 6" MIN. COVER NOTES: VERIFY OUTLET INVERT REQUIREMENTS PRIOR Vag PER PLAN A TO ORDER. 2470 PVC OR a r ADS PIPE • " TEE MESH ��� '� `(,' �;., 36- OF TRAP NOTES • - a - K STONEY CKFILL WITH 'LEAF SCREEN t� S< <-`7.' �'r° 3/4"-2 1/2' 1. PRIVATE SILT/DEBRIS TRAP W/ MIN. 18" SUMP ,OR 90 ����� Y OPEN GRADED 2. MIN 18" DIA. PIPE OR PREFAB BOX WITH GRADE OR LIR 6" PIPE. SEE NOTES MATERIAL TO PREVENT - DANDOWN1, DRAIN ROCK 3. CLEAN TRAP ANNUALLY AT ONSET OF THE WET SEASON. N����� < DISPLACEMENTFILE Pi - i /' h �'� ✓-�� i>` ^ ��. DIT 24'• - - OF BASIN DIAMETERI TO MATCH MIN �HU BLESS SEDIMENT \ "INLET PIPE DIAMETER A - .�_I `v i 24 \ V� CONNECTOR AREA�� FILTER FOOTING DRAINS vAeirs FROM ROOF, AND CAP ENDS OF PIPING UNDISTURBED FABRIC ( TYPICAL) P NATIVE SOIL SO. GREASE A: SLOPE FOR ST. CON DURING CLEANOUTT LID GED SOAKAGE TRENCH INTERCEPT TONOR OSHA RECO A77ON5 FORM SOAKAGE TRENCH SECTION VIEW �G) BASIN ( SEE SECTION) CT SPECIAL NOTES: '. UNDISTURBED SOIL OR `"GIBSON STEEC' OR "LYNCH" 1. PIPING WITHIN 5 FT OF BU(LOINGS MUST BE SCHED. 40 ENGINEERED FILL MANUFACTURED 10 go. STEEL CATCH SOAKAGE TRENCH PLAN VIEW FOR OTHER PIPING, USE 4 PVC (ASTM D2729) SOLVENT - BASIN 24"x24"x36'D - WELDED. SOAKAGE TRENCH INTERCEPT 2. PLACE SOAKAGE TRENCH(S) AT LEAST 1OFT FROM NEAREST BASIN (SEE TRAP NOTES) 3" MINIMUM COMPACTED CRUSHED ROCK BEDDING POINT OF RESIDENCE, AN 1OFT FROM PROPERTY LINES. 3. ENSURE BOTTOM, OF THE SOAKAGE TRENCH REACHES BAR 10' MIN. BUILDING SETBACK RUN GRADES (3-6 BELOW EXISTING GRADE). OVER - EXCAVATE AND BACKFILL WITH DRAIN ROCK AS NEEDED. TO SOAKAGE TRENCH ODUAL l s SCALE• N.T.S. WITH FOSSIL FILTER INSERT ATTACHMENT NOTE: THE REFERENCES PROVIDED IN THIS STANDARD ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT BE COMPLETE. IT IS THE CUSTOMERS RESPONSIBILTY TO ENSURE THAT ANY INSTALLATION PERFORMED MEETS THE REQUIREMENTS SET FORTH IN THE CROSS -CONNECTION CONTROL PROGRAM STANDARDS. 1 I/RIGHT OF WAYIPROPERTYIEASEMENT LINE I 1 I 6' MIN I S.U.B. 1 WATER 4- i-- ---� o o ____A METER _ _$___ ______ 6" MIN - OVERHEAD - 1 INSTALL4TION CLEARANCES VIEW I 3• MIN Fn SUB I CUSTOMER RESPONSIBILITY I RESPONSIBILITY I GRADE I 3- MIN 12°MIN TMIN =_w� � � eDl u��lu auk LPI �n _ �vv� 1 LE III PROFILE = 1fE S.U.B. I - VIEW - WATER METER y SUB CROSS -CONNECTION CONTROL PROGRAM STANDARD REFERENCE: - Section XI Pre-Installatioa Cross Connection Control Requirements -Section Xll Lacalma of Backflow Assembly - Section XIII Backflow Assembly installation Guidelines - Section XIV Post-Imblladon Cress Connection Control Re iuimmerne Sections XI -XIV in addition to the complete Cross Connection Control Pmmam Requirements, are available at htp:/A� .w"i.mmtwater/cross nnection-mmtroland-backflow-protection/ SCALE: N.T.S. DEC. 15, 2021 EXTERIOR WALL ePCMUNrAssr34etYnANDIRDORVARM DRAWING NUM DRAWN DOWN SPOUT - BY OTHERS STORAGE `.- . REDUCED PRESSURE W ENCLOSURE QUALITY: RG RETE FLOOR (SEE It ENGINEERING: TILE ADAPTER (SIZE PER DOWNSPOUT) TECT'S PLANS FOR V'& SMALLER I REVISED :6 2 ZC S) W FRAME &COVERFINISH 0 GFADE 44 PRIMER CONNECTION Ice ER WROCK vl HUB & SPIGOTEIGHTH SENDSEWER PLUG AND BRAIN PIPEMECHANICAL AP W Q Q COMPACTED CRUSHED\W7E sea r O LLu SEE SITE PLAN FOR 51, LOCATION & SIZE OF SD 3' PEA GRAVEL CAP W EL 440.00 Z' EL: 439.00 yP NR 4" SCH 40 PERF PIPE 12" ENCASED WITH 4" OF 3/4" OPEN CRUSHED ROCK, WRAPPED IN GEOTEXRLE FABRIC. NOTE ALTERNATIVE TO FRENCH DRAIN MAY BE EZ -FLOW MANUFACTURED PRODUCT. SUBMIT PRODUCT FOR APPROVAL OTYPICAL TRENCH DETAIL O CLEANOUT 7O FLOOR DRAIN FOR TRASH ENCLOSURE O DOWNSPOUT CONNECTION & CLEANOUT O FRENCH DRAIN 1 SCALE: N.T.S. SCALE N.T.S. SCALE: N.T.S. SCALE: NT.S. SCALE: N.T.S. PVC COVER DRIVEWAY OR LANDSCAPE INSPECTION NOTE 6" PERFORATED PVC PIPE WITH PVC PIPING FRO 6" OUTLET PIPE SURFACE CONTACT ENGINEER PRIOR TO ROCK INSTALLATION PERFORATIONS FACING DOWN. SYSTEM AT 1 PIPING ROOF DRAINS BED SLOPE PIPING 118:12 FOR INSPECTION AND APPROVAL TO ENSURE ARRANGE IN TRENCH PER PLANS. SYSTEM AT 7% MINIMUM / 6" PERFORATED PVC ACCEPTABLE NATIVE BASE MATERIAL. SCARIFY SLOPE 0 1/5.12 PIPING IN 3/4" (MIN) INLET & OUTLET PIPE BICYCLE -PROOF FOSSIL FILTER INSERT - MINUS CRUSHED PIPING TO BE ON PIPE 67(4" TEE AT BASE PRIOR TO ROCK INSTALLATION. GRATE FILTER FABRIC LINER ROCK, PEA GRAVEL SLOPE GRADE CONNECTION LOCKABLE COVER & COVER ON ALL OR CLEAN SAN , SIDES & TOP 6" MIN. COVER NOTES: VERIFY OUTLET INVERT REQUIREMENTS PRIOR Vag PER PLAN A TO ORDER. 2470 PVC OR a r ADS PIPE • " TEE MESH ��� '� `(,' �;., 36- OF TRAP NOTES • - a - K STONEY CKFILL WITH 'LEAF SCREEN t� S< <-`7.' �'r° 3/4"-2 1/2' 1. PRIVATE SILT/DEBRIS TRAP W/ MIN. 18" SUMP ,OR 90 ����� Y OPEN GRADED 2. MIN 18" DIA. PIPE OR PREFAB BOX WITH GRADE OR LIR 6" PIPE. SEE NOTES MATERIAL TO PREVENT - DANDOWN1, DRAIN ROCK 3. CLEAN TRAP ANNUALLY AT ONSET OF THE WET SEASON. N����� < DISPLACEMENTFILE Pi - i /' h �'� ✓-�� i>` ^ ��. DIT 24'• - - OF BASIN DIAMETERI TO MATCH MIN �HU BLESS SEDIMENT \ "INLET PIPE DIAMETER A - .�_I `v i 24 \ V� CONNECTOR AREA�� FILTER FOOTING DRAINS vAeirs FROM ROOF, AND CAP ENDS OF PIPING UNDISTURBED FABRIC ( TYPICAL) P NATIVE SOIL SO. GREASE A: SLOPE FOR ST. CON DURING CLEANOUTT LID GED SOAKAGE TRENCH INTERCEPT TONOR OSHA RECO A77ON5 FORM SOAKAGE TRENCH SECTION VIEW �G) BASIN ( SEE SECTION) CT SPECIAL NOTES: '. UNDISTURBED SOIL OR `"GIBSON STEEC' OR "LYNCH" 1. PIPING WITHIN 5 FT OF BU(LOINGS MUST BE SCHED. 40 ENGINEERED FILL MANUFACTURED 10 go. STEEL CATCH SOAKAGE TRENCH PLAN VIEW FOR OTHER PIPING, USE 4 PVC (ASTM D2729) SOLVENT - BASIN 24"x24"x36'D - WELDED. SOAKAGE TRENCH INTERCEPT 2. PLACE SOAKAGE TRENCH(S) AT LEAST 1OFT FROM NEAREST BASIN (SEE TRAP NOTES) 3" MINIMUM COMPACTED CRUSHED ROCK BEDDING POINT OF RESIDENCE, AN 1OFT FROM PROPERTY LINES. 3. ENSURE BOTTOM, OF THE SOAKAGE TRENCH REACHES BAR 10' MIN. BUILDING SETBACK RUN GRADES (3-6 BELOW EXISTING GRADE). OVER - EXCAVATE AND BACKFILL WITH DRAIN ROCK AS NEEDED. TO SOAKAGE TRENCH ODUAL l s SCALE• N.T.S. WITH FOSSIL FILTER INSERT ATTACHMENT NOTE: THE REFERENCES PROVIDED IN THIS STANDARD ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT BE COMPLETE. IT IS THE CUSTOMERS RESPONSIBILTY TO ENSURE THAT ANY INSTALLATION PERFORMED MEETS THE REQUIREMENTS SET FORTH IN THE CROSS -CONNECTION CONTROL PROGRAM STANDARDS. 1 I/RIGHT OF WAYIPROPERTYIEASEMENT LINE I 1 I 6' MIN I S.U.B. 1 WATER 4- i-- ---� o o ____A METER _ _$___ ______ 6" MIN - OVERHEAD - 1 INSTALL4TION CLEARANCES VIEW I 3• MIN Fn SUB I CUSTOMER RESPONSIBILITY I RESPONSIBILITY I GRADE I 3- MIN 12°MIN TMIN =_w� � � eDl u��lu auk LPI �n _ �vv� 1 LE III PROFILE = 1fE S.U.B. I - VIEW - WATER METER y SUB CROSS -CONNECTION CONTROL PROGRAM STANDARD REFERENCE: - Section XI Pre-Installatioa Cross Connection Control Requirements -Section Xll Lacalma of Backflow Assembly - Section XIII Backflow Assembly installation Guidelines - Section XIV Post-Imblladon Cress Connection Control Re iuimmerne Sections XI -XIV in addition to the complete Cross Connection Control Pmmam Requirements, are available at htp:/A� .w"i.mmtwater/cross nnection-mmtroland-backflow-protection/ SCALE: N.T.S. DEC. 15, 2021 -s ePCMUNrAssr34etYnANDIRDORVARM DRAWING NUM DRAWN BY: EJN STORAGE `.- . REDUCED PRESSURE W WATER QUALITY: RG BACKFLW2_00OW ASSEMBLY It ENGINEERING: 436.50 sPBwcw V'& SMALLER I REVISED :6 2 ZC OREDUCED PRESSURE BACKFLOW ASSEMBLY SCALE: N.T.S. rnmhuht 0 2012 Branch Enaineenna. Inc. I ELEV, PER z g OSOAKAGE TRENCH SCALE' N.T.S. DITCH INLET SHALL BE GIBSON STEEL CATCH BASIN OR NYLOPLAST DRAIN BASIN SLOPED PER RIM AND TOP OF STORAGE ELEVATIONS. RIM ELEVATION PER TABLE OF `1B" FILTER MEDIA DRAIN ROCK STORAGE PERF PIPE OR CONNECTION TO UNDER -DRAIN GIBSON 24" SQUARE CATCH BASIN WITH DITCH INLET SCALE: N.T.S. 18" GROWING MEDIUM. STORMWATER FILTERING MEDIA SHALL MEET CITY OF EUGENE STORMWATER REQUIREMENTS PER STANDARD SPECIFICATIONS, SECTION 01040.14(d). PLANTINGS PER LANDSCAPE DRAWINGS 14' — 3,1 DP >c.x ICAC I 2' i 3:1 LINER CEO LE FILTER FABRIC 24" OF 2 1/2" - 3/4" DM. OPEN GRADED AGGREGATE 10' STORAGE, WRAPPED IN FILTER FABRIC RAINGARDEN 1 p RAIN GARDEN MODEL: GDI-42-HB-12 SCALE N.T.S. Branch E I' HERING-. Since 1977 civil • transportation structural • geotechnical SURVEYING 3 10 Sth Street Springfield, OR 97477 p 541.746.0637 www.eranch Enginee ring.com ��RED PROFFs v 7:>1�INLa `row k]9232PE� DIGITALLY SIGNED t,0RE?AGCN PiA'- EXPIRES: DECEMBER 31, 2022 project title "4 RIM/ DEC. 15, 2021 TOP OF BOTTOM OF STRUCTURE SPILLWAY FL OUT STORAGE STORAGE designer: OVERFLOW RG 1 438.25 436.70 440.00 436.50 18" GROWING MEDIUM. STORMWATER FILTERING MEDIA SHALL MEET CITY OF EUGENE STORMWATER REQUIREMENTS PER STANDARD SPECIFICATIONS, SECTION 01040.14(d). PLANTINGS PER LANDSCAPE DRAWINGS 14' — 3,1 DP >c.x ICAC I 2' i 3:1 LINER CEO LE FILTER FABRIC 24" OF 2 1/2" - 3/4" DM. OPEN GRADED AGGREGATE 10' STORAGE, WRAPPED IN FILTER FABRIC RAINGARDEN 1 p RAIN GARDEN MODEL: GDI-42-HB-12 SCALE N.T.S. Branch E I' HERING-. Since 1977 civil • transportation structural • geotechnical SURVEYING 3 10 Sth Street Springfield, OR 97477 p 541.746.0637 www.eranch Enginee ring.com ��RED PROFFs v 7:>1�INLa `row k]9232PE� DIGITALLY SIGNED t,0RE?AGCN PiA'- EXPIRES: DECEMBER 31, 2022 project title "4 date: DEC. 15, 2021 6.50 drawn by: V designer: [NBP PqJ 20-517 X111 V F� W 0 44 Ice Er -^4 vl W Q Q O LLu W O O Z 0 O O 0 I"1..1 wQ o� E-4 W ^z 00 V) N Ln revisions 6" PERFORATED PIPE sheet: C2 date: DEC. 15, 2021 6.50 drawn by: TH designer: [NBP project no: 20-517 DETAILS LINER 6" PERFORATED PIPE sheet: C2 a a 2--,r- SOUTH FACING ELEVATION FI F,5Hlmnh O Pp)lTION GUTTER HERE WITH DOWN SPOUT CTYP) 5/4 X 4 TRIM AT ALL CORNERS +I WITH AFFRVD. CAULKING OYF) 12 t FLASH AND CAULK ALL WINDOW/ DOOR HEADER5 WRH APFRVD. 5YSTEM-CONFIRM AT 51TE HORIZONTAL LAP SIDING DONT. AT FRONT ELEVATION INSTALLED PER CONTRACTOR ATGTHE 51TER(TYP.) BUILDING #1 FRONT 51DE ELEVATION TWO (1) BEDROOM UNI15. -1 AND 42 12" X 12" AFFRVD. ROOF VENT5 DONT. HERE A5 PER GORE CfYF) 5' OGEE GUTTER HERE WITH i � 1 APFRVD. DOWN 5Pd1T (TVP) G FLA5H SIDING AT LOWER JUNCTION UNCTION HERE WITHAPPROVED SYSTEM (TVP) —� — 5/4 X 4 TRIM AT ALL CORNERS WITH AFPRVD. CAULKING (n'F) WEST FACING ELEVATION ALL WINDOWS WITH 2 X 6 HEADER AND 5/4 X 4 TRIM AT ALL 51DE5 8 BOTTOM W/APFRVD. CAULKING (T(P) HORIZONTAL LAP SIDING CONT. AT FRONT ELEVATION IN5TALLED PER MFGRD. 5PEG5-GONFIRM W/ GONTRAGTOR AT THE 517E CIYPJ FIBER6LA55 COMP05ITION 5HINGLED ROOF O'T?) 122 X 11 CONT. FASCIA BOARD to / AT ALL ROOF EDGE5 (TYF) I mmml mnnnliilnmunnllllllnnmm� nnnnnnlxlunmm umm noon i'i�unnn: IL.I'II III II IIII I I ._. i • III IIID NORTH FACING ELEVATION .Y I i� 3 �V v i - W LL w WO 4 � O d m F � WJ O Zo N 7lu Ys as Z v K m OJ 4 = Q = W LWLp J u E QLL 55Q Q Oz Q Z m � N m FINAL PLAN ,HESE DRAWJN65 AR£ THE PROPERTY OF: "WKE DEiKNS" AND ARE NOT TO BE IK,�PD OR R�RODJCED IN ANY MANNER EXCEPT WRH THE PROPS[ WRITTEN PERMISSION OF WKE DESIbNS. MC. DATE DECEMBER 2U 2 21 REVISID DRAFT®BY: MONTY WKE GIKD BY: JOB #09"78-51 SHFPT 1 OF v w WO O N WJ �m LL Z ^ lL 7lu Ys as Z v K w OA Q = W LWLp J E QLL O Q Oz ZI WQf6s F N OZ t Q FINAL PLAN ,HESE DRAWJN65 AR£ THE PROPERTY OF: "WKE DEiKNS" AND ARE NOT TO BE IK,�PD OR R�RODJCED IN ANY MANNER EXCEPT WRH THE PROPS[ WRITTEN PERMISSION OF WKE DESIbNS. MC. DATE DECEMBER 2U 2 21 REVISID DRAFT®BY: MONTY WKE GIKD BY: JOB #09"78-51 SHFPT 1 OF O t BUILDING #1, (1) BEDROOM UNIT5, #1 AND #2 15T LEVEL FLOOR PLAN 51—ALE @ 3/16" = 1'- O" O 5.5" i LEGEND NOTE: ALL ELEGTRIGAL WORK INC, U NG LOCATION OF SMOKE DETECTORS, TO BE CONFIRMED AND VERIFIED AT THE SITE BY ELECTRICAL CONTRACTOR NOTE: AT LEAST 50% OF ALL PERMANENTLY INSTALLED INTERIOR AND EXTERIOR LIGHTING FIXTURES SHALL CONTAIN COMPACT OR STRIP FWORESGENT LAMF5 (40 WMEN ATT MN) NOTE: PROVIDE A SOLID GORE WOOD, OR SOLID, OR HONEYCOMB STEEL DOOR NOT IT55 THAN 1 3/8" THICK. OR A 20-MNUTE FIRERATED DOOR BETNEEN THE GARAGE AND THE RESIDENCE. RSO2.5.1.1 NOTE: FNAL CABINET DE516145 CONFIRMED NRH THE OWNER AND VERIFIED AT THE SITE PRIOR TO THE START OF CONSTRUCTION (TYPJ NOTE: ALL MECHANICAL VENTILATION EXHA115T PER M1506.2 NOTE: ALL MOON AND DOOR HEADER5 TO BE FRAMED AT V- 10" HIGH UNLESS NOTED OTHERWISE (TYP) T' MAX STEP DOWN AT ALL EXTERIOR DOOR5 TO 36" X 36" (MIN) GONG. 5LA5 OR DECK (TYP) ® (1) APPROVED FIRE EXTIN61JI5HER TO BE LOCATED INSIDE EACH UNIT AS MARKED MC TED TO WALL AS FER GODS (2) HOUR FIRE ASSEMBLY REOUIRED BETYwEEN EACH © UNIT CANT. FROM WOOD FLOOR TO UNDER- SIDE ROOF SHEATHING PER DETAIL F ON PAGE (T) SEE STAIR FRAMING PETAL S-1 ON PAGE ('I): © (14) RISERS WITH 6" MAX R15E (CONFIRM 0 SITE) ALL TREADS WITH 10" RUFF CUT, 1" + FINISH NOSE WATER HEATER HERE TO BE STRAPPED TO WALL FER R OUIRED BUILDING CODE (TYP) ® AFPRVD. CARBON MONOXIDE ALARM PER R-515 ® HOU2 W/SSTBib W/ (2) 2X6 5ND (v TOTAL AS MARKED ® HDU4 W/xTB20 W/ (2) 2X6 5TUD (a) TOTAL AS MARKED Q 0516 20-lod W/ 2X6 5ND (0) TOTAL THS LEVEL ® HDU2 FLOOR TO FLOOR W/ 5/V'ALL THREAD W/ (2) 2x6 STUD (1) TOTAL THIS LEVEL SHEATHING 4 FASTENER 5GHEDULE wo GROUP SURFACE MATERIAL HOWORNT_ NAIL PANEL PANEL BLOCK Ou1Y 16d COM. SILL PLATE THICK EDGES FIELD SPACING SPACING NAILING C> EXT. STRUCT OSB T/16" VERT 8d 6" O.O. 12" O.O. YES ® EXT STRUCT OSB T/16" VERT 8d 6" O.G. 12" O.G. YES EHFRAMEE 5ff POKTA f�! 211" I ® BOTH GYP WB 1 -PL 5/e" HORIZ bd 4" O.G. 2-9" 1/2'" DIA. 12' O.G. 48O.G. - STUDS as ib" O.G. (TYP) UNLESS NOTED OTHERWI5E - ed NAIL5: 0.131" X 2.5" (ALTERNATIVE: GALVANIZED 0.113" X:25") W/ 1 3/8" (MIN) PENETRATION - 3" X 3" X 224' WABHERS (TYP) - 1/2" ANCHOR BOLTS W/ T MIN. EMBEDMENT, T2" O.O. MIN. (TYP, U.N.O.) - (2) 2 x a PANE_ EDGES NAILED TOGETHER WITH (2) 16d 0 60.r. *5HEAR CAPACITY FOR CURRENT DESIGN HAS BEEN INCREASED TO THE VALUE FOR 15/32' SHEATHING WITH SAME NAILING SEGAU5E 5ND SPACING 15 16" MAK OR PANE. ORIENTATION 15 HORIZONTAL. SEE 5OPW5 T4.3A NOTE 2 AND IBL T2306.3 NOTE d. i L Qlu ~ 9m O Z COVERED FORGH o xa COVERED FORGH 15/0 x bio Wo x WO 1 1 I i A Fb14W.H.H iJ J U ;U - (1) GAR GARAGE �r (1) GAR GARAGE tom x Iwo `x 1om x WO n 3'-2" -: V, FINISHED (MIN) MN n a _ bxa a k _ m B- X 4 7 A A bb „pb 'Yb N' in 8/O X 7/0 O.H. DSR ® 8/0 X x 1/0 O.H. OR. 3068 3068 CEILING BREAK '� BREAK `L ----_ ".-�� _CEILING 3068 1 1 10'-a" 4'-e" 10•-4" 4'-8" _ BUILDING #1, (1) BEDROOM UNIT5, #1 AND #2 15T LEVEL FLOOR PLAN 51—ALE @ 3/16" = 1'- O" O 5.5" i LEGEND NOTE: ALL ELEGTRIGAL WORK INC, U NG LOCATION OF SMOKE DETECTORS, TO BE CONFIRMED AND VERIFIED AT THE SITE BY ELECTRICAL CONTRACTOR NOTE: AT LEAST 50% OF ALL PERMANENTLY INSTALLED INTERIOR AND EXTERIOR LIGHTING FIXTURES SHALL CONTAIN COMPACT OR STRIP FWORESGENT LAMF5 (40 WMEN ATT MN) NOTE: PROVIDE A SOLID GORE WOOD, OR SOLID, OR HONEYCOMB STEEL DOOR NOT IT55 THAN 1 3/8" THICK. OR A 20-MNUTE FIRERATED DOOR BETNEEN THE GARAGE AND THE RESIDENCE. RSO2.5.1.1 NOTE: FNAL CABINET DE516145 CONFIRMED NRH THE OWNER AND VERIFIED AT THE SITE PRIOR TO THE START OF CONSTRUCTION (TYPJ NOTE: ALL MECHANICAL VENTILATION EXHA115T PER M1506.2 NOTE: ALL MOON AND DOOR HEADER5 TO BE FRAMED AT V- 10" HIGH UNLESS NOTED OTHERWISE (TYP) T' MAX STEP DOWN AT ALL EXTERIOR DOOR5 TO 36" X 36" (MIN) GONG. 5LA5 OR DECK (TYP) ® (1) APPROVED FIRE EXTIN61JI5HER TO BE LOCATED INSIDE EACH UNIT AS MARKED MC TED TO WALL AS FER GODS (2) HOUR FIRE ASSEMBLY REOUIRED BETYwEEN EACH © UNIT CANT. FROM WOOD FLOOR TO UNDER- SIDE ROOF SHEATHING PER DETAIL F ON PAGE (T) SEE STAIR FRAMING PETAL S-1 ON PAGE ('I): © (14) RISERS WITH 6" MAX R15E (CONFIRM 0 SITE) ALL TREADS WITH 10" RUFF CUT, 1" + FINISH NOSE WATER HEATER HERE TO BE STRAPPED TO WALL FER R OUIRED BUILDING CODE (TYP) ® AFPRVD. CARBON MONOXIDE ALARM PER R-515 ® HOU2 W/SSTBib W/ (2) 2X6 5ND (v TOTAL AS MARKED ® HDU4 W/xTB20 W/ (2) 2X6 5TUD (a) TOTAL AS MARKED Q 0516 20-lod W/ 2X6 5ND (0) TOTAL THS LEVEL ® HDU2 FLOOR TO FLOOR W/ 5/V'ALL THREAD W/ (2) 2x6 STUD (1) TOTAL THIS LEVEL SHEATHING 4 FASTENER 5GHEDULE wo GROUP SURFACE MATERIAL HOWORNT_ NAIL PANEL PANEL BLOCK Ou1Y 16d COM. SILL PLATE THICK EDGES FIELD SPACING SPACING NAILING C> EXT. STRUCT OSB T/16" VERT 8d 6" O.O. 12" O.O. YES ® EXT STRUCT OSB T/16" VERT 8d 6" O.G. 12" O.G. YES EHFRAMEE 5ff POKTA f�! m ® BOTH GYP WB 1 -PL 5/e" HORIZ bd 4" O.G. 4" O.O. YES 1/2'" DIA. 12' O.G. 48O.G. - STUDS as ib" O.G. (TYP) UNLESS NOTED OTHERWI5E - ed NAIL5: 0.131" X 2.5" (ALTERNATIVE: GALVANIZED 0.113" X:25") W/ 1 3/8" (MIN) PENETRATION - 3" X 3" X 224' WABHERS (TYP) - 1/2" ANCHOR BOLTS W/ T MIN. EMBEDMENT, T2" O.O. MIN. (TYP, U.N.O.) - (2) 2 x a PANE_ EDGES NAILED TOGETHER WITH (2) 16d 0 60.r. *5HEAR CAPACITY FOR CURRENT DESIGN HAS BEEN INCREASED TO THE VALUE FOR 15/32' SHEATHING WITH SAME NAILING SEGAU5E 5ND SPACING 15 16" MAK OR PANE. ORIENTATION 15 HORIZONTAL. SEE 5OPW5 T4.3A NOTE 2 AND IBL T2306.3 NOTE d. F a 446, o� w� y�Nwy YmILN poi m� N I FINAL PLAN THESE DW4MN65 ARE THE PROPERN OF "uJKE DE516N5•• AND ARE NOT TO 0E USED D,6EFT ICED M ANY MANNERm EXCEPT WRH THE PROPER I PBZM PEN61, GSION OF DESIGNLUKE S. LNG. DATE: DEGEABER 201 W21 DRAFT®EY: MONTY WKE JOB #0918-81 SHEET 3 OF LU v wo = Ou1Y IL m LO O� & T YG f�! m W f n/ IL- u ° O LUci LLW ri W i L Qlu ~ 9m O Z FINAL PLAN THESE DW4MN65 ARE THE PROPERN OF "uJKE DE516N5•• AND ARE NOT TO 0E USED D,6EFT ICED M ANY MANNERm EXCEPT WRH THE PROPER I PBZM PEN61, GSION OF DESIGNLUKE S. LNG. DATE: DEGEABER 201 W21 DRAFT®EY: MONTY WKE JOB #0918-81 SHEET 3 OF BUILDING #1, (1) BEDROOM UNITS, #1 AND #2 2ND LEVEL FLOOR PLAN 5r -ALE ® 3/16" = 1'- O" LEGEND NOTE: ALL ELEGTRIGAL WORK INCLUDIN6 LG TION OF 5MOKE DETEGTOR5, TO BE CONFIRMED AND VERIFIED AT THE SITE BY ELECTRICAL CONTRACTOR NOTE: AT LEA5T 50% OF ALL PERMANENTLY IN5TALLEV INTERIOR AND EXTERIOR LI6 TINS FIXTJRES SHALL CONTAIN COMFACT OR STRIP FWORESGENT LAMPS (40 LVMEN/WATT MIN) NOTE: PROVIDE A SAID GORE WOOD, OR SOLID, 5/ THICK, R A STEEL DOOR NOT LE55 THAN 1 3/6" THICK, ORA 20-MMUFIRERATED DOOR BETNEEN THE GARAGE AND THE RESIDENCE. 8302.5.1.1 NOTE: FINAL CABINET DE516N5 CONFIRMED WITH THE OWNER AND VERIFIED AT THE SITE FRIOR TO THE 5TART OF CONSTRUCTION rr1 ) NOTE: ALL MECHANICAL VENTILATION EXHAUST FER M1506.2 NOTE: ALL WINDOW AND DOOR HEADER`. TO BE FRAMED AT 6 - 10" HIGH UNLESS NOTED OTHERYY5E (TVP) 1.75" MAX STEP DOWN AT ALL EXTERIOR DOORS TO ® 36" X 36" (MIN) GONG. SLAB OR DECK MYP) ® OVERHEAD MIGR.OWAVE OVEN WRH BUILT-IN RANGE HOOD PER M1503/M15073E (2) HOUR FIRE ASSEMBLY REWIRED BETWEEN EACH © UNIT CONT. FROM WOOD FLOOR TO UNDER- 51DE ROOF SHEATHING PER DETAIL: F-7 ON PAGE (7) SEE STAIR FRAMN6 DETAIL S-1 ON PAGE (U: © (14) RI5ER5 WITH a MAX R15E (CONFIRM a3 51M ALL TREAD5 WTTN 10" RUFF GUT, 1"- FINISH NOSE 22" X 30" ATTIC AGGE55 LOCATED HERE NOTE: ALL TOLIET5 TO HAVE 15" (MIN) CLEARANCE © EACH SIDE OF CENTER A5 PER CODE (TYP) 36" HIGH (MIN) APPROVED GUARDRAIL CONT. AT ALL © BALCONY AND STAIR 5E)E5 (TVP) n APPRVD. SMOKE DETECTOR ALARM FER 8314 ® APFRVD. CARBON-MONOXWE ALARM FER R-315 ® HDU2 Y VSSM16 an (2) 2X6 © HDU6 W/SSTS26 0 4X6 G51b 20-lod 0 2X6 (H) TOTAL ZO HDU2 - FLOOR TO FLOOR (2) TOTAL 5HEATHINS 4 FA5TENER SCHEDULE GROUP EIRFAGE MATERIAL H� ORNT. THICK NAIL PANEL PANEL BLOCK EDGES J - BOLT ibd COM. SILL W� N O FIELD SPAGN6 PLATE NAILING �* EXi. STRUGT O56 V16" VERT ed b" O.G. 12" O.G. YE5 1/2" DIA. 12" O.G. UI ��-Qs« (> EXi. STRUGT 05B 7/ib" VERT 8d b" O.G. 12" O.G. YES EN6MEELEp PORTAL °9 o W FRAME- SEE DETAIL ® B0T1i GYP WB 1 -PL 1/16" HORZ 6d 4" O.G. 4" O.G. YE5 1/2" DIA. 6" O.G. 41 OZ IL b Z ZT O w x 36' O.G. - 5TUD5 0 W O.G. (TVP) UNLESS NOTED OTHERWISE - 6d NAILS: 0.151' X 2.5" (ALTERNATIVE: GALVANIZED 0.113" X 2.5") W/ 1 3/6" (MIN) PENETRATION - 3'X XX .229" WASHERS (TYP) - 1/2" ANCHOR BOLT5 Y417' MIN EMBEDMENT, 72" O.O. MN. (TVP, U.N.O.) - (2) 2 x 0 PANEL ED6ES NAILED TOGETHER WITH (2) 16d ® 6"00, *SHEAR GAPAGITY FOR SURRENT VE ISN HA5 BEEN INCREeSEp TO THE VALUE FOR 15/35 SHEATHNG WITH SAME NAILING BECAUSE 5TUD 5FAONG 15 16" MAX. OR PANEL ORIENTATION 15 HORIZONTAL. SEE SDPY T43A NOTE 2 AND BG 72306.3 NOTE d. FINAL PLAN THESE ORNNNGS ARE THE PROPERTY OF.'WKE DESIGNS" PND ARE NOT TO BE US® OR RA'ROWG®MANY MANNER EXCEPT WITH THE FROFFA WRITTEN FERM55bN OF LUKE D616145, 1NG. DATE: DEGEIAEEK 20 2021 REVISED: DRAFTED B'f: MONTY LUKE O V BY: JOB #Oq-75-B1 5HEEf 5 OF ZUA z x F OOL W� N O Lu > Y UI ��-Qs« °9 o W U- z LL Qm m O 41 OZ IL b Z ZT O w x O 2Z Q FINAL PLAN THESE ORNNNGS ARE THE PROPERTY OF.'WKE DESIGNS" PND ARE NOT TO BE US® OR RA'ROWG®MANY MANNER EXCEPT WITH THE FROFFA WRITTEN FERM55bN OF LUKE D616145, 1NG. DATE: DEGEIAEEK 20 2021 REVISED: DRAFTED B'f: MONTY LUKE O V BY: JOB #Oq-75-B1 5HEEf 5 OF FRONT 51DE ELEVATION ONE (1) BEDROOM UNIT 6 FOUR (2) BEDROOM UNITS 12" X 12" APFRVD. ROOF VENTS FeCRGLA55 COMP051TION BACK SIDE ELEVATION FLASH AND CAULK DOOR HEADERS N 5Y5TEM-CONFIRM ALL WI4DOW5 WITH 2 X AND 5/4 X 4 TRIM AT f BOTTOM NVAFFRVD.0 2 X S CONT. FA5GA BOARD AT ALL ROOF EDGES (TYF) 'EE GUTTER HERE WITH WD. DOWN SPOUT (TYF) 5/4 X 4 TRIM AT ALL CORNERS WITH AFFRVD. CAULKING (TYP) RIGHT 51DE ELEVATION HORIZONTAL LAF SIDING CONT. AT FRONT ELEVATION IN5TALLED PER MFGRD. SFEG5-CONFIRM W/ CONTRACTOR AT THE 5RE (TYF.) LEFT SIDE ELEVATION FINAL PLAN THE£ DRAYUN65 ARE THE PROPERTY oP: °wKE>xxsNs^ AND ARE NOT TO BE U OR RtPROPA'ED M ANY MANNER EXCEPT WRH THE PROPER YB2lITEN PERMISSIQi CF WKE DE516N5, MG. DATE DECEMBER 20.2021 REVSED: DRAFTED BY. MONT' WKE CNKV 5Y: JOB #0478-52 SHEET Q 1 OF 1 w --- Z6 wi N� Q<o , �nuN O J rz N m u Y a N ; W Y 3 fup U z o Z O m } FINAL PLAN THE£ DRAYUN65 ARE THE PROPERTY oP: °wKE>xxsNs^ AND ARE NOT TO BE U OR RtPROPA'ED M ANY MANNER EXCEPT WRH THE PROPER YB2lITEN PERMISSIQi CF WKE DE516N5, MG. DATE DECEMBER 20.2021 REVSED: DRAFTED BY. MONT' WKE CNKV 5Y: JOB #0478-52 SHEET Q 1 OF 1 --- Z6 wi K og� O yL/ N m u ; ry fup 6m z o K m OUJlu-p Q� J < m Z® Q LL zOz o ZF Ri z d) o N F T Qz o W z 9 s --� m FINAL PLAN THE£ DRAYUN65 ARE THE PROPERTY oP: °wKE>xxsNs^ AND ARE NOT TO BE U OR RtPROPA'ED M ANY MANNER EXCEPT WRH THE PROPER YB2lITEN PERMISSIQi CF WKE DE516N5, MG. DATE DECEMBER 20.2021 REVSED: DRAFTED BY. MONT' WKE CNKV 5Y: JOB #0478-52 SHEET Q 1 OF 1 --- Z6 wi 6ip og� O ; Y� fup 6m KZ K m OUJlu-p J z 0 U- Q LL zOz o ZF Ri z d) o T Qz FINAL PLAN THE£ DRAYUN65 ARE THE PROPERTY oP: °wKE>xxsNs^ AND ARE NOT TO BE U OR RtPROPA'ED M ANY MANNER EXCEPT WRH THE PROPER YB2lITEN PERMISSIQi CF WKE DE516N5, MG. DATE DECEMBER 20.2021 REVSED: DRAFTED BY. MONT' WKE CNKV 5Y: JOB #0478-52 SHEET Q 1 OF 1 Q m BUILDING #2, (1) 4 (2) BEDROOM UNITS, > 5 THRU *`1 15T LEVEL FLOOR PLAN 51 -'ALE ® 3/16" = P- O" LEGEND NOTE: ALL ELECTRICAL WORK INGLUDIN6 LOCATION OF SMOKE DETECTORS. TO BE CONFARMED AND VERIFIED AT THE SITE BY ELEGTRCAL CONTRACTOR NOTE: AT LEAST 50% OF ALL PERMANENTLY IN5TALLED INTERIOR AND EXTERIOR LI&HTIN6 FIXTURE5 SHALL CONTAIN COMPACT OR STRIP FLUORESCENT LAMPS (40 LUMENM ATT MIN) NOTE: PROVIDE A SOLID CORE WOOD. OR SOLID. OR HONEYCOMB STEEL DOOR NOT LE55 THAN 1 3/8" THICK, OR A 20 -MINUTE FIRERATED DOOR BETWEEN THE GARAGE AND THE RE5IDENCE. R302.5.1.1 NOTE FINAL CABINET DE516N5 CONFIRMED WITH THE OWNER AND VERIFIED AT THE SITE PRIOR TO THE START OF coNsTRUCnON (TY ) NOTE: ALL MECHANICAL VENTILATION EXHAUST PER M1506.2 NOTE: ALL NINOON AND DOOR HEADERS TO BE FRAMED AT 6 - 10" H16H UNI -F55 NOTED OTHERWISE (TYP) 1.15" MAX STEP DOWN AT ALL EXTERIOR DOORS TO ® 36" X 36" (MIN) CO SLAB OR DECK (TYP) (1) APPROVED FIRE EXTINGUI5HER TO BE LOCATED ® N51DE EACH UNIT AS MARKED MOUNTED TO WALL A5 FER GORE (2) HOUR FIRE ASSEMBLY REWIRED 5EH"EEN EACH © UNIT CONT FROM WOOD FLOOR TO UNDER- 54VE ROOF SHEATHING FER DETAIL: F-1 ON PAGE (9) ® SEE STAIR FRAM946 DETAIL 5-1 ON PACE (N: (14) RI5ER5 NRH 8" MAX RISE ((SONFIRM @ SITE) ALL TREADS WITH 10" RUFF GUT, 1" r FINISH N05E Q 4 X 4 P.T. #2 H.F. POST W/5G4 GAP AND ABE44 BASE QF 6 X 6 P.T. #2 H.F. POST Ni CAP AND ASE66 BASE U NATER HEATER HERE TO BE STRAPPED TO NALL PER REQUIRED BUILDING CODE (TYP) APPRVD. CARBON -MONOXIDE ALARM PER R-315 © HDU2 NV55TBi6 @ (2) 2X6 STUD (16) TOTAL A5 MARKED U� HDU4 N/SSTB20 @ (2) 2X6 STUD (4) TOTAL AS MARKED HDUS W/55TB28 @ 4X6 5TLCI (31) TOTAL AS MARKED ® G516 20-lod @ 2X6 STUD (0) TOTAL A5 MARKED ® M5T3122-16d 0(2) 2X6 STUD (0) TOTAL A5 MARKED O M5T60 40-1b 0(2) 2X6 5TUD (0) TOTAL A5 MARKED HDU2 FLOOR TO FLOOR W/ 5/8" DA_ ROD @ (2) © 2X6 (0) TOTAL AS MARKED 5HEATHINCG 4 FA5TENER 50HEDULE GROUP SURFAGE MATERIAL HON THICK ORNT_ NAIL PANEL EDOE5 PANEL FIELD BLOCK J -BOLT 16d COM. SILL SFAGN6 PLATE NAILING EXT. STRUGT 05D 1/16' VERT 8d 6" O.G. 12" O.G. YES 12" O.G. 48"OIG. ® EM 5TRUGT OSB 7/16" VERT Ed 3" O.G. 12" O.G. YES EN&INEEERED PORTAL FRAME - SEE DETAIL ©* EXT. 5TRUGT 055 1/16" VERT 6d 4" O.G. 12" O.O. YES 45" T O.G. 00.* EXT. STRUGT OSB 1/16" VERT ed 3" O.O. 12' O.G. YE-. 1/2" DIA. 4' O.G. 18 O.G. ® BOTH GYP'/40 1-PL 5/5" HORIZ 6d 4" O.G. 4" O.O. YES 1/2" DA. 12" O.O. 48' O.G. - 5TLD5 0 UY O.G. (TYP) UNLET NOTED OTHERNI5E - 8d NAILS: 0.131' X 2.5" (ALTERNATIVE: GALVANIZED 0.113"X 25) N/ 1 3/5" (MIN) PENETRATION - VX 3" X .224' Y A5HER5 nYP) - 12" ANCHOR BOLTS N/ 7" MIN. EMBEDMENT, 12" 0 . MN. (TYP. U.N.O.) - (2) 2 x @ PANEL ED6F5 NAILED TOGETHER WITH (2) 16d @ 6" O.G. *SHEAR CAPAO Y FOR CURRENT DE516N HAS BEEN INCREASED TO THE VALUE FOR 15/32' SHEATHING MYTH SAME NAILING BECAUSE STUD SPACING 15 16" MAX_ OR PANEL ORIENTATION 15 HORIZONTAL. 5EE SDPNS T43A NOTE 2 AND IBG T25065 NOTE d. I R FINAL PLAN THESE DRAYII1465 AAE THE PROPERTY OF: -WKE r,usoNs' AND AAE NOT TO SE U5ED OR RffRUDUGm N ANY MANNER EXCEPT FEI THE PROPER VIW ONE PEAME6pd 1OF LUKE CE.AGNS, INC. DATE:yEC.BBER 20 las REV6ED: DRAFTED BY: MONTY WKE JOB #0918-62 5HEEf Q 3 OF 1 5 I I L COVERED DECKto/6 x a/obbbHHHH IIII MMMMUNIT #8 GREAT RM 14/6 X 14/O10"KITTEN(O 1 (MIN 10/6x to/0 r o m D .(.._- t .._. L OM q SURFACETHIC MATERIAL HOW K ORNT. NAIL PANEL ED ]E, PA FIELD NEL BLOCK \ LL STRUGT OSB Nl \ ry g L °� b" O.G. 12-0 YE5 F �mK 2468 S n ® T-2" R N D W V .G.G. 46' O.G. (> EXT. STRUCT OSB 1/16" VERT ad 3" O.G. 12'• O.G. YE5 m Q a{ FRAME - SEE DETAIL ®#" ExC. STRUGT 056 UNIT #9 LIVING RM w 4" O.G. - - YES 11/1 X 13/0 -- 3 2 4H' O.G. 00-* EXT. 5TRUC7 05B 1/16" VERT ad H" FINISHED 12" O.G.O.G. . n IA 1/2" DC. 4. O.G. 5 BEDROOM - I nnxu� ib O.G. ®BOTH Z` GIP Y'B 1 -PL I 1 a t bd 4" O.G, 1 YES I 46" O.G. - STUDS 0 W O.G. CfYP) UNLESS NOTED OTHERWISE I - bd NAIL5: 0.131" X 2.5" (ALTERNATNE 6ALVANIZED 0.113" X 2.5") W/ 1 3/5" (MIN) PENETRATION - 5'X 3" X .224' 74A5HER5 ('IYP) - 1/Y ANCHOR BOLTS W/ 1" MIN. EMBEDMENT, 12" O.G. MIN. (TYP. U.N.O.) y I VALUE FOR 15/3Y SHEATHING ) SDPI15 T4.5A NOTE 2 AND IBC T2306.3 NOTE d. . e 4646 SLD. 646 45LD. I II t I II 1 I li II L__ ---p UA I II -____-I I I I I I NOTE: USE THE NOTES AND I DMBNSION5 QI TH5 UNIT (�I'i) i FOR UNITS M3 t11RU In A5 WELL 1 I I 1 5.3.E I I I I 4.�. 10.1-10.. 15'_3" � ts���• UNIT #5 LNING RM, to x IB/v B/BAT6HR BUILDING #2, (1) a (2) BEDROOM UNIT5, #3 THRU #-I 2ND LEVEL FLOOR PLAN 5, -ALE o 5/16•• = 1'- O" REF. 'I PLS KITG HEN 10/6 x 10/0 vra eAR UNIT #4 LIVING RM 0 2036 5 H. COVERED DECK 10/6 x H/O 6RGUP SURFACETHIC MATERIAL HOW K ORNT. NAIL PANEL ED ]E, PA FIELD NEL BLOCK J -BOLT 1bd COM. SILL SPACING PLATE NAILING LL STRUGT OSB Nl \ ry 8d b" O.G. 12-0 YE5 F �mK n R N D UNIT #3 LIVING RM . X 1,1 LOJ I I I NOTE: USE THE NOTE PND DIMEHslous ON THIS uNF («v FOR UNITS M THRU x15 AS WELL I I I I I I LEGEND NOTE: ALL ELECTRICAL WORK INCLUDING LAXATION OF SMOKE DETEGTOR5, TO BE CONFIRMED AND VERIFIED AT THE SFE BY ELECTRICAL CONTRACTOR NOTE: AT LEAST 50% OF ALL PERMANENTLY INSTALLED INTERIOR AND EXTERIOR L16HTN6 FI MRE5 SHALL CONTAIN COMPACT OR STRIP FLUORFSC T LAMES (40 LUMEN/WP.TT MIN) NOTE: PROVIDE A SOLID CORE WOOD, OR SOLID, OR HONEYCOMB STEEL D NOT LE55 THAN 1 3/S" THICK, OR A 20 -MINUTE FIRERATED DOOR BETWEEN THE GARAGE AND THE RESIDENCE. R502.5.1.1 NOTE: FINAL CABINET DE516N5 CONFIRMED WITH THE OWNER AND VERIFIED AT THE SITE PRIOR TO THE START OF CONSTRUCTION (Tyr) NOTE: ALL MECHANICAL VENTILATION EXHAUST PER M1506.2 NOTE: ALL WINDOW AND DOOR HEADERS TO BE FRAMED AT 6- 10" HIGH UNLESS NOTED OTHERWISE (h'P) 115" MAX STEP DOWN AT ALL EXTERIOR DOORS TO 56" X 56" (MIN) GONG. SLAB OR DECK (TYP) ® 2 X 4 (MIN) #2 D.F. BEARING WALL FRAMED # ib" O.O. WITH 4 X 6 #2 D.F. HEADER AS NEEDED (TYP) © OVERHEAD MIGRONAVE OVEN WITH BUILT-IN RAN6E HOOD PER M1503/Mi5O1.3E © 5/4" THICK SHELVIN6 SPACED 0 le O.L. FLOOR TO CEILING IN LINEN CLOSET HERE (1) APPROVED FIRE EXTIN6UEIHER TO BE LOCATED INSIDE EACH UNIT AS MARKED MOUNTED TO WALL AS PER CODE (2) HOUR FIRE ASSEMBLY REQUIRED BETWEEN EACH UNIT GOVT. FROM WOOD FLOOR TO UNDER- SIDE ROOF 5HEATHN6 PER DETAIL: F-1 ON PAGE (1) SEE STAIR FRAMING DETAL S-1 ON PAGE (v: @G (14) RISERS WITH 8" MAX RISE (CONFIRM 0 SITE) ALL TREADS WITH 10" RUFF GUT, i" . FINISH NOSE WATER HEATER HERE TO BE STRAPPED TO WALL PER REOJIRED 5UILDIN6 GORE (iYP) Oj 22" X 30" ATTIC ACCESS LOCATED HERE O NOTE: ALL TOLIETS TO HAVE 15" (MN) CLEARANCE EACH SIDE OF CENTER AS PER GORE (TYP) © 36' HIGH (MIN) APFWO GUARDRAIL GOVT. AT ALL BALCONY AND STAIR SIDES Cfl'P) (5 APPRVD. SMOKE DETECTOR ALARM FER R-514 Mi APPRVD. GMBON-MONoxIDE ALARM PER R-315 © HDU2 W/SSTBib @ (2) 2xb STUD (0) TOTAL AS MARKED U HDU4 W/S5TB20 0 (2) 2X6 5TUD (0) TOTAL AS MARKED 0 HDUb W/SSTB26 0 4X6 STUD (0) TOTAL A5 MARKED ® C516 20-10d 0 2X6 STUD (32) TOTAL AS MARKED M573122-ibd 0(2) 2X6 STUD (b) TOTAL AS MARKED Q MST&O 4 16d 9(2) 2X6 5TUD (2) TOTAL AS MARKED HDU2 FLOOR TO FLOOR W/ 5/8" DIA ROD ® (2) Q 2X6 (14) TOTAL AS MARKED 5HEATHING 8 FASTENER SCHEDULE 6RGUP SURFACETHIC MATERIAL HOW K ORNT. NAIL PANEL ED ]E, PA FIELD NEL BLOCK J -BOLT 1bd COM. SILL SPACING PLATE NAILING EM. STRUGT OSB T/ib" VERT 8d b" O.G. 12-0 YE5 1/2" DIA. 12" O �mK R N W V .G.G. 46' O.G. (> EXT. STRUCT OSB 1/16" VERT ad 3" O.G. 12'• O.G. YE5 ERSINEFERED PORTAL FRAME - SEE DETAIL ®#" ExC. STRUGT 056 T/ib" VERT 6d 4" O.G. 12" 00. YES 1/2" DIA T O.G. 4H' O.G. 00-* EXT. 5TRUC7 05B 1/16" VERT ad 3" O.G. 12" O.G.O.G. . YES IA 1/2" DC. 4. O.G. ib O.G. ®BOTH GIP Y'B 1 -PL 5/b" HORIZ bd 4" O.G, 4" O.G. YES 1/2" DIA. 12" O.G. 46" O.G. - STUDS 0 W O.G. CfYP) UNLESS NOTED OTHERWISE - bd NAIL5: 0.131" X 2.5" (ALTERNATNE 6ALVANIZED 0.113" X 2.5") W/ 1 3/5" (MIN) PENETRATION - 5'X 3" X .224' 74A5HER5 ('IYP) - 1/Y ANCHOR BOLTS W/ 1" MIN. EMBEDMENT, 12" O.G. MIN. (TYP. U.N.O.) - (2) 2 x @ PANEL EDGES NAILED TOGETHER WITH (2) 1w ® 6" O.G. *5HEAR CAPACITY FOR CURRENT DE516N HAS BEEN INCREASED TO THE VALUE FOR 15/3Y SHEATHING WITH SAME NALIN6 3EGAU5E SND SPAGIN6 6 16" MAX. OR PANEL ORIENTATION 5 HORIZONTAL. SEE SDPI15 T4.5A NOTE 2 AND IBC T2306.3 NOTE d. rt Wl FINAL PLAN THESE DRAVWN65 ARE THE FROPERtt OF: "LUKE DTSIGNS° AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WRH THE PROFH2 MITTEN PERMISSION OF LUKE DE516N5, ING. DATE: D EMB62 20, 2021 DRAFTED BY: MONTY LUKE GHKV BY: JOB #OcI18-52 SHEET OF d a ir o<o� ryT �mK R N W V rt Wl FINAL PLAN THESE DRAVWN65 ARE THE FROPERtt OF: "LUKE DTSIGNS° AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WRH THE PROFH2 MITTEN PERMISSION OF LUKE DE516N5, ING. DATE: D EMB62 20, 2021 DRAFTED BY: MONTY LUKE GHKV BY: JOB #OcI18-52 SHEET OF d —I I I t I I I I I I I I I I I I I I q 1 � I I I I I I I I I 1 I I I I I I I I _. L__ -- KTl➢ � �baxem nm/bxonec BEDRM #2 10/4 x 10/4 BEDRM #2 10/4 x 10/4 f V I I 1 v I I I I I I I I i I i I I I i i i I I i r BEDRM #2 10/4 x 10/4 II I I I I I I BUILDING #2, (2) BEDROOM UNITS, #3 THRU #6 3RD LEVEL FLOOR PLAN SCALE 9 SAE," = 1'- O" YN I I I I I I I i I I I � i I i i I i i I i i i i I i i I i i I i i 1 4b46 SLD.� 4646 SLD 4646 SLD. 4646 SLD. GROUP SURFACE �sATN HOW ORNT THICK NAIL PSB- ED6E5 PANEL FIELD I ... 0I EXT. STRUGT OSB 7/16" VERT 5d 2 iT OD. Z I { EXT 5TRUCT 056 1/16' VERT bd 3" O.G. F YES EN6NEEERED PORTAL FRAME - SEE DETAIL F 1014XI110 I 1 1/16" VERT bd 4" O.G. 12" O.G. YE5 DA 1/2"O..G.C.. 1" O.G. 4H EXT. 5TRUCT 095 1/16- VERT 5d 3" O.G. 12" O.O. YES 1/2" DIA 4•• O.O. 15 O.O. ® BOTH GYP WB 1 -PL 5/5" HORIZ v 4" O.G. 4" O.O. YES 1/2" DIA" 12" O.G. - 5TUD5 a 16" O.G. (TYP) UNLE55 NOTED OTHERWISE Y - 5d NAILS: 0.131" X 2.5" (ALTERNATIVE: GALVANIZED 0.113" X 2.5') A/ 1 3/5" (MIN) PENETRATION Y r - (2) 2 x @ PANEL ED6E5 NAILED TOGETHER WITH (2) led o 6" O.G. m BEDRm. ttt WITH SAME NAILING BECAUSE STUD SPACING IS W MAX. OR PANEL ORENTATION 15 HORIZONTAL. SEE a m BEDRM. #1 BEDRM ttt .gip BEDRM tti Q m 11/0 x wa t n/o x w4 roo x tva V 11/o x wa ry Q r ry ry { Y-2 vw KTl➢ � �baxem nm/bxonec BEDRM #2 10/4 x 10/4 BEDRM #2 10/4 x 10/4 f V I I 1 v I I I I I I I I i I i I I I i i i I I i r BEDRM #2 10/4 x 10/4 II I I I I I I BUILDING #2, (2) BEDROOM UNITS, #3 THRU #6 3RD LEVEL FLOOR PLAN SCALE 9 SAE," = 1'- O" YN � N GROUP SURFACE �sATN HOW ORNT THICK NAIL PSB- ED6E5 PANEL FIELD I J -BOLT ibd COM. SILL SPACING PLATE NAILING 0I EXT. STRUGT OSB 7/16" VERT 5d p iT OD. I I ® EXT 5TRUCT 056 1/16' VERT bd 3" O.G. 12'0.0 YES EN6NEEERED PORTAL FRAME - SEE DETAIL © 1014XI110 I 1 i V I DIMEN510N5 ON TH6 UNIT (�) i FOR UNIT5 W THRJ �b A5 WELL I I LEGEND NOTE ALL ELECTRICAL WORK INCLUDING LOCATION OF SMOKE DETEGTOR5, TO BE CONFIRMED AND VERIFIED AT THE SITE BY ELECTRICAL CONTRACTOR NOTE: AT LEAST 50% OF ALL PERMANENTLY INSTALLED INTERIOR AND EXTERIOR L16H71NG PXTURE5 SHALL CO TANLJM00t4FAN�ATT INOR STRIP FLUORESCENT LAMF5 f4ONOTE: PROVIDE A SOLID CORE WOOD. OR SOLID, OR HONEYCOMB STEEL DOOR NOT I E55 THAN 1 3/b" THICK, OR A 20 -MINUTE FIRERATED DOOR BETWEEN THE 6ARA6E AND THE RESIDENCE 83025.1.1 NOTE: FINAL CABINET PMI&N5 CONFIRMED WITH THE OWNER AND VERIFIED AT THE SITE PRIOR TO THE START OF CONST CTION (TYPJ NOTE: ALL MECHANICAL VENTI T10N EXHAUST PER M1506.2 NOTE: ALL WINDOW AND DOOR HEADERS TO BE FRAMED AT 6- - 10" HIGH UNLEE6 NOTED OTHERWISE (TYP) ® I TO GEILN& IN LINEN CL6SETHERE O.G. FLOOR ET H ® (2) HOUR FIRE ASSEMBLY REQUIRED BETWEEN EACH UNIT CONT. FROM WOOD FLOOR TO UNDER- 51M ROOF SHEATHING PER DETAIL F-1 ON FACE (9) SEE STAIR FRA141146 DETAIL 9-1 ON PACE (4 (14) RISERS WITH H" MAX RISE (CONFIRM 0 511E) ALL TREADS WITH 10" RUFF CUT. 1° . FINISH N05E ® 22' X 30' ATTIC ACCESS LOCATED HERE NOTE: ALL TOLET5 TO HAVE 15" (MIN) CLEARANCE © EACH SIDE OF CENTER AS PER CODE (TYP) 56" HIGH (MN) APPROVED 6UARDRAa DONT. AT ALL BALCONY AND STAIR SIDES (TYP) 05 APFRVD. 5MOKE DETECTOR ALARM PER R-314 OM APPRVD- CARBON -MONOXIDE ALARM PER 9-315 QT HDJ2 V TBib R (2) 2X6 5TUD (0) TOTAL AS MARKED VO HDU4 W/55TS20 a (2) 2X6 5TUD (0) TOTAL A5 MARKED HDUB Y 55T625 c 4X6 STUD (0) TOTAL AS MARKED ® C516 20-10d 0 2X6 STUD (22) TOTAL AS MARKED 0 MST3122-16d 0(2) 2X6 STUD (0) TOTAL AS MARKED O M5T60 40-1bd 0(2) 2X6 STUD (0) TOTAL A5 MARKED O HDJ2 FLOOR TO FLOOR W/ 5/8" DIA. ROD 0 (2) 2X6 (13) TOTAL AS MARKED 5HEATHING 4 FASTENER 50HEDULE GROUP SURFACE MATERIAL HOW ORNT THICK NAIL PSB- ED6E5 PANEL FIELD BLOCK J -BOLT ibd COM. SILL SPACING PLATE NAILING 0I EXT. STRUGT OSB 7/16" VERT 5d 6" O.O. iT OD. YES 1/2" DIA. 12" O.G. 45' O.G. ® EXT 5TRUCT 056 1/16' VERT bd 3" O.G. 12'0.0 YES EN6NEEERED PORTAL FRAME - SEE DETAIL © EXT. 5TRUGT 05B 1/16" VERT bd 4" O.G. 12" O.G. YE5 DA 1/2"O..G.C.. 1" O.G. 4H EXT. 5TRUCT 095 1/16- VERT 5d 3" O.G. 12" O.O. YES 1/2" DIA 4•• O.O. 15 O.O. ® BOTH GYP WB 1 -PL 5/5" HORIZ bd 4" O.G. 4" O.O. YES 1/2" DIA" 12" O.G. - 5TUD5 a 16" O.G. (TYP) UNLE55 NOTED OTHERWISE - 5d NAILS: 0.131" X 2.5" (ALTERNATIVE: GALVANIZED 0.113" X 2.5') A/ 1 3/5" (MIN) PENETRATION - 3" X 3" X 229" WA5HERB (TYP) - 1/2" ANCHOR BOLTS W/ T MIN. EMBEDMENT, TY' O.G. MIN. (TYP, U.N.OJ - (2) 2 x @ PANEL ED6E5 NAILED TOGETHER WITH (2) led o 6" O.G. SHEAR CAPACITY FOR CURRENT DESIGN HAS BEEN INCREASED TO THE VALUE FOR 15/32" SHEATHING WITH SAME NAILING BECAUSE STUD SPACING IS W MAX. OR PANEL ORENTATION 15 HORIZONTAL. SEE 5DPW5 T4.3A NOTE 2 AND IBL T23069 NOTE d. OL f O rc u4m` W WO N F O z >z in a a6 Q �/ }w fa ul uJ SLu U-9 LL(w O OZ Zf 02; FINAL PLAN 1HrsE oR.wrMbs ARE THE PROPL1zrr oP: wKE DEilblLS^ AND PRE NOT TO EE USED OR R�ROIX10FD M ANY MANNER YXFTE WITH T11EPROPER Y82(I'(EN FT32h115510N OF LUKF- DESI6NS.M0. DATE DEO£MBER 20, 2021 I5 IS ccmn�niaa JOB #0918-82 SHEET Q OF 1 s-6 JF :)RM ts•-0,. ts•-0,. tso^ 15'-0,. UNIT X15 (2) BEDRM. 873 5Q. FT. UNIT >«14 (2) BEDRM. ®843 SQ. FT. UNIT X73 (2) BEDRM. 843 SO- FT. UNIT -12 (2) BEDRM. ®843 SQ UNYi >tit !2) BEDRM. ®843 SQ. FT. UNIT #10 (2�BEpRM. ®843 SQ. FTS` UNIT uq (2) gEDRM. a 843 SQ�FT UNIT ><8 (1) BEDRM. @ 51-150. FT. FRONT 51DE ELEVATION SEVEN (2) BEDROOM UNITS d ONE (7) BEDROOM UNIT ALL WINDOWS NUTH 2 X 6 HEADER AND 5/4 X 4 TRIM AT ALL SIDES d 50TTOM A/APPRVD. CAULKING (TYP) FLASH AND CAULK ALL WINDOW/ DOOR HEADERS WITH APFRVD. 5Y5TEMGONFIRM AT SITE FIBER61-A55 COMP0517ION 72" X 77' ROOF VENTS SHINGLED ROOF (TI'P) W o RE A5 P. DONT. HERE AS PER CODE (IYP) o 1 1 L � J Q Ll i 2 X 8 DONT. FASCIA BOARD AT ALL ROOF EDGES (TYP)1 "i 11 V7 km U J. f � 6 �."LIA F' u r att ° 8 W O m Q Him __ pLL° HORIZONTAL LAP SIDM6 GOVT. - -- ^ _ _ - - AT FRONT ELEVATION IN5TAL1 E0 _ - - -_- PER MF(5RD. SPEG5-CONFIRM W/ CONTRACTOR AT THE SITE (TYP.) T � I Q . Tom - LEFT SIDE ELEVATION 5* OGEE � APPRVD. FLASH 51DING AT LOWER ROOF JUNCTION HERE WITH APPROVED 5Y5TEM (TYP) �. 13 T PARTIALLY COVERED REAR PORCH LOCATED HER AT REAR EAGH UNIT 5/4 X 4 TRIM AT ALL GORNER5 -_ AITH APPRVD. CAULKING (TYP) 1u / I II III C� 'I 11111��. II III :1. I nmIllllln!lunlluill�IIlLInuIIN:'------- RIGHT SIDE ELEVATION FINAL PLAN THESE DRAYUN65 ARE THE PROPERTY �' WICE DESIbNS' AND Pf2E NOT TO BE OR REPRODUCED IN ANY m MANNER ExLEPT WITH THE PROPER IM21TfEN PEftMI551pN OF WKE DESI6N5, INC. DATE: DECEMBER 20,2021 REVISED: DRAFfFD BY: MCMI' WILE GHK'D BY: JOB #0478-B3 SHEET 1 OF Cl V W W o F o � J Q F ^y lL JZ W'o V7 km U N, qU W � 6 I ly5 att ° 8 W O m Q LL pLL° ^ 00 Zf 0 z Z Z � J � �z Q FINAL PLAN THESE DRAYUN65 ARE THE PROPERTY �' WICE DESIbNS' AND Pf2E NOT TO BE OR REPRODUCED IN ANY m MANNER ExLEPT WITH THE PROPER IM21TfEN PEftMI551pN OF WKE DESI6N5, INC. DATE: DECEMBER 20,2021 REVISED: DRAFfFD BY: MCMI' WILE GHK'D BY: JOB #0478-B3 SHEET 1 OF Cl V W W o o J �v Z ^y lL JZ W'o V7 km U N, qU W � 6 I ly5 att ° o S u1 LU tL Pw Um LL pLL° ^ 00 Zf O �z FINAL PLAN THESE DRAYUN65 ARE THE PROPERTY �' WICE DESIbNS' AND Pf2E NOT TO BE OR REPRODUCED IN ANY m MANNER ExLEPT WITH THE PROPER IM21TfEN PEftMI551pN OF WKE DESI6N5, INC. DATE: DECEMBER 20,2021 REVISED: DRAFfFD BY: MCMI' WILE GHK'D BY: JOB #0478-B3 SHEET 1 OF Cl BUIL171NG #5, (1) 4 (Z BEDROOM UNITE,, #S THRU #15 15T LEVEL FLOOR PLAN SCALE @ 3/16" = 1'- O" 5HEATHIN(5 d FASTENER 5GHEDULE GROUP SURFACE N NOW THICK NAIL PANEL ED6E5 PANEL BLOCK J -BOLT 160 COM. SILL 5PAGING PLATE NAILING s �rypLLN FEILD EXT. ETRUGT 055 Vffi" 6d N Il W V 1/2" DIA. 5HEATHIN(5 d FASTENER 5GHEDULE GROUP SURFACE N NOW THICK NAIL PANEL ED6E5 PANEL BLOCK J -BOLT 160 COM. SILL 5PAGING PLATE NAILING s FEILD EXT. ETRUGT 055 Vffi" 6d i Il YE5 1/2" DIA. I- iL 4H' O.L. O m 5TRUGT 055 1/16' m 5" O.G. LEGEND YES z Qo jVZT FRAME -SEE DETAIL 5EE ® NoM: ALL ELECTRICAL WORK NGLUDING LOCATION OF 1/16" bd O 12" O.G. YE5 11/2, ' 8" O.O. SMOKE DETEGTOR5, TO BE CONFIRMED AND ® BOTH STRUCT OEB n 8d VERIFIED AT THE 51M BY ELECTRICAL CONTRACTOR 12'0.C. YE5 //2" DIA. g•• O.G. m 24' O.G. NOTE: AT LEAST OF AL PERMANENTLY PELT IIXNRES 6YP WB 1 -PL 5/8" 6d 4" O.O. 4" O.O. YES NT AND L I6F 5� - 5TVD3 0 ib" O.G. (7YP) UNLES NOTED OTHERWISE - e NAILS: 0.131'X 2.5" (ALTERNATIVE: GALVANIZED 0.113" X 2.5') W/ 1 3/8" (MIN) PENETRATION - 3" X 3' X .229" WASHERS (TYP) - 1/2" ANCHOR BOLT5 W 7' MIN.. EMBEDMENT, 12"0 C MIN. (TYP, V.N.O.) CONTAIN COMPACT OR 5TRIP FLUORESCENT LAMPS (40 LUMENMI MIN) - (2) 2 x N PANEL ED6E5 NAILER TOGETHER WITH (2) 16d a 6'0,r. IN —1 W Q VAWE FOR 15/32" SHEATHING N 15 HORIZONTAL. 5EE 50PY T4.3A NOTE 2 AND IBC TJ06.5 NOTE d. \) NOTE: PROVIDE A SOLID CORE WOOD, OR 50LID, OR �- `u } HONEYCOMB 5TEEL DOOR NOT LE55 THAN 1 3/B' THICK, OR A 20 -MINUTE FIRERATED DOOR BETYVEEd THE 6ARA6E AND THE RESIDENCE. 8302.5.1.1 W p V NOTE: FINAL CABINET PBN&N5 CONFIRMED NUTH THE Z (� CYPIER AND VERIFIED AT THE 517E PRIOR TO THE J START OF CONSTRUCTION TPJ NOTE: ALL MECHANICAL VENTILATION EXHAU5T PER M1506.2 N17M: ALL WINDOW AND DOOR HEADERS TO BE FRAMED m AT 6 - 10" H16H UNLESS NOTED OTHERWISE (TYP) ® T 15" MAX 5TEP DOWN AT ALL EXTERIOR DOORS TO 36' X 36" (MIN) CONK. SLAB OR DECK (TYP) O Q (1) APPROVED FIRE EXTN6 I5HER TO BE LOCATED INSIDE EACH y VNIT AS MARKED MOUNTED TO WALL A5 FER CODE A N © (2) HOUR FIRE ASSEMBLY REOIIRED BETWEEN EACH JNIT CONT FROM WOOD FLOOR TO UNDER- 51DE ROOF SHEATHING PER DETAIL: F-1 ON PAGE (9) ® 5EE STAIR FRAMN6 DETAIL B-1 ON PAGE (W: (14) RISERS WITH B" MAX R15E (CONFIRM SITE) B ALL TREAD5 WITH 10" RUFF GV f, 1" . FINISH NOSE V 0 4 X 4 P.T. -2 H.F. P05T WBG4 CAP AND ABE44 BASE a V Q 6 X 6 P.T. #2 H.F. POST W666 CAP AND ABE66 BASE _ O WATER HEATER HERE TO BE 5TRAPFED TO WALL PER,1' REWIRED BUILDING CODE Cn ) to Z Z 1110 m w f0 n ® APFRVD. CARBON-MONOxve ALARM PER R-315 H O LU W K F HOJ2 YV55TBib 0 (2) iXG SND (16) TOTAL A5 MARKED OO T UQ HOU4 W55TB20 # (2) 2X6 STUD (4) TOTAL AS MARKED HDUB W TB28 ® 4X6 STUD (31) TOTAL AS MARKED Z '� N ® C516 20-tOd ®2)C6 STUD (0) TOTAL AS MARKED n/ iL QI g # y( W'1 W IL9 J ® MST57 22-16d M(2) 2X6 5TUD (0) TOTAL A5 MARKED x LL o W O Q MST60 40-16d P(2) 2Xb STUD (0) TOTAL AS MARKED W Q Z lILz J _ ~ IL 0 HDU2 FLOOR TO FLOOR W 5/6" DA ROD ® (2) 2X6 (0) TOTAL A5 MARKED O � m Z Q 5HEATHIN(5 d FASTENER 5GHEDULE GROUP SURFACE MATERIAL NOW THICK NAIL PANEL ED6E5 PANEL BLOCK J -BOLT 160 COM. SILL 5PAGING PLATE NAILING FEILD EXT. ETRUGT 055 Vffi" 6d 6" O.O. 12" O.G. YE5 1/2" DIA. 4H' O.L. O EXT. 5TRUGT 055 1/16' ed 5" O.G. 12. O.G. YES E+GINEEE PORTAL jVZT FRAME -SEE DETAIL 5EE ® EXT. 5TRUGT OSB 1/16" bd 4" O.O. 12" O.G. YE5 11/2, ' 8" O.O. ® BOTH STRUCT OEB 1/16" 8d 4" O.G. 12'0.C. YE5 //2" DIA. g•• O.G. 24' O.G. 50TH 6YP WB 1 -PL 5/8" 6d 4" O.O. 4" O.O. YES aa, O.G. T' O.O. - 5TVD3 0 ib" O.G. (7YP) UNLES NOTED OTHERWISE - e NAILS: 0.131'X 2.5" (ALTERNATIVE: GALVANIZED 0.113" X 2.5') W/ 1 3/8" (MIN) PENETRATION - 3" X 3' X .229" WASHERS (TYP) - 1/2" ANCHOR BOLT5 W 7' MIN.. EMBEDMENT, 12"0 C MIN. (TYP, V.N.O.) - (2) 2 x N PANEL ED6E5 NAILER TOGETHER WITH (2) 16d a 6'0,r. *5HEAR CAPAGTfY FOR CURRENT DESIGN HAS BEEN NCREP£ED TD THE VAWE FOR 15/32" SHEATHING WITH 5AME NAILN6 BECAUSE STT SPAGIN6 15 16" MAX. OR PANEL ORIENTATION 15 HORIZONTAL. 5EE 50PY T4.3A NOTE 2 AND IBC TJ06.5 NOTE d. FINAL PLAN THE5E ORPYUN65 ARE THE FROFERTY OF:'WKE DESIbNS" AND ARE N TO BE USED OR REFROO w M ANY MANNER EXCEPT WRN THE PROPEL DEsi& PERM551pN OF LUKE OL516N5, INC. DATE: DELONEER 20, 2021 REVISEV, DRAFTED BY: MONTY LUKE JOB #09"f8 -B3 SHffT Q 3 OF I BUILDING #3, (1) 4 (2) BEDROOM UNIT5, #8 THRU #15 2ND LEVEL FLOOR PLAN 56ALE 0 3/16" = 1'- 0" LEGEND NOTE: ALL ELEGTRIGA)_ WORK INGWDNG LOCATION OF SMOKE DETECTORS, TO BE CONFIRMED AND VERIFIED AT THE SITE BY ELEGTRIGAL CONTRACTOR NOTE: AT LEAST 50% OF ALL PERMANENTLY INSTALLED INTERIOR AND EKTERIOR LIGHTING FIXTURE SHALL CONTAIN COMPACT OR 5TRIP FLUORESCENT LAMPS (40 LUMEN/INATT MIN) NOTE: PROVIDE A SOLID CORE HOOD. OR SOLID. OR HONEYCOMB STEEL DOOR NOT LE55 THAN 1 3/8" THICK, OR A 20 -MINUTE FIRERATED DOOR BETINEN THE 6ARA6E AND THE RESIDENCE 8302.5.1.1 NOTE: FINAL CABINET 5 CONFIRMED WITH THE OWNER AND VERIFIED O THE SITE PRIOR TO THE START of coNSTRucnoN 0YPJ NOTE: ALL MECHANICAL VENTILATION EXHAU5T PER M1506.2 NOTE. ALL WINDOA AND DOOR HEADERS TO BE FRAMED AT b' - 10" HIGH UNLESS NOTED OTHERAISE 1 ) 1'15" MAX STEP DOWN AT ALL EXTERIOR DOORS TO 36" X 36" (MIN) GONG. SLAB OR DECK (TVP) ® 2 X 4 (MN) #2 D.F. BEARING WALL FRAMED P 16" O.O. WITH 4 X b #2 D.F. HEADER AS NEEDED (TVP) OVERHEAD MICKOiNAVE oc RAN6E HOOD PER M1503//m ISO f�,BUILT-IN 3/4" THICK SHELVING SPACED 0 16" O.O. FLOOR © TO CEILING IN LNEN CLOSET HERE (1) APPROVED FIRE EXTINGUEHER TO BE LOCATED ® INSIDE EACH UNIT AS MARKED MOUNTED TO WALL AS PER CODE © (2) HOUR FIRE ASSEMBLY REQUIRED BETNIEEN EACH UNIT CONT. FROM WOOD FLOOR TO MVER- SIDE ROOF SHEATHING PER DETAIL F-1 ON PAGE (9) 5M STAR FRAMN& DETNL 9-1 ON PAGE (9} 06 (14) RISERS WRH 8" MAX Rj5E (CANroRM a 5n r) ALL TREADS AITH 10" RUFF GUT, 1" a FINISH NOSE INATER HEATER HEM To STRA REQUIRED BUILD NG CODE BE (TYF) PPED TO WALL PER Q 22" X 30" ATTIC ACCESS LOCATED HERE © NOTE: ALL TOLIETS TO HAVE 15" (MIN) CLEARANCE EACH EIDE OF CENTER AS PER CODE (TVP) © 36" HIGH (MIN) APPROVED GUARDRAIL CONT. AT ALL BALGONY AND STAR 51DE5 (TVP) 05 APPRVD. SMO/ DETECTOR ALARM FER R-314 © APFRVD. CARBON -MONOXIDE ALARM FER R-315 © HDU2 A/GST516 ®W 2X6 STUD (0) TOTAL AS MARKED O HDU4 W/SSTB20 0 (2) 2X6 STUD (0) TOTAL AS MARKED HDUa W/55T62a as 4X6 STUD (0) TOTAL A5 MARKED ® 051b 20-10d 0 2X6 5T11D (32) TOTAL A5 MARKED ® M5T3122-16d ®(2) 2X6 5TUD (8) TOTAL AS MARKED �Y M5T60 40-164 0(2) 2X6 5T (2) TOTAL AS MARKED HP12 FLOOR TO FLOOR W/ 5/5, DIA. ROD a (2) © 2X6 (14) TOTAL A5 MARKED 5HEATHING 4 FASTENER SCHEDULE 36 GROUP SURFACE MATERIAL Ho ORNT. NAIL PANEL PANEL BLOCK J -BOLT ibd COM- SILL ... 120,_6• J THICK z V ED6K FEILD Y m 5PACN6 PLATE NAILING EXT. STRUGT OSB 1/16" VERT U 6" 0.0. 12" O.G. YES 1/2" DIA. I 1Z' O.O. �p J 15•_3" � � 15-0' o �_ 15'-0" 48 O.G. ® 15'-0" y 5TRUGT 05B y 15'-0" Od y 15'-0" _ 12" O.G. YE5EN6MEEERED 15'-0" * O 15'-3° _ FRAME - SEE OETML ®1" EXT. STRUCT OSB ._ Ed 4" O C- 12" OL. YES 11/2 8" O.G. OA. O BOTH STRUOT OSB 1/16" VERT Ed 4" O.C. 12" OD. YES 5" O.G. 4'-3" 101-W 4'-3" 101-4 W-3" 10•-9" BOTH 4'-3" 101_9" 4'-3" 4" O.O. 10.1" 4'-3" 1/2" PIA 1'-4" .: - STUDS 0 16" O.G. (TYP) UNLESS NOTED OTHERWISE - 5d NAILS: 0.131" X 2.5" (ALTERNATIVE: GALVANIZED 0.113" X 25") W/ 1 3/a" (MN) PENETRATION - 3" X 3" X .229" WASHERS (IVP) - 1/2' ANCHOR BOLTS W11" MIN. EMBEDMENT, 12' 0.0. MIN. (TIP, U.N.O.) - (2) 2 X a PANEL EDGES NAILED TOGETHER WITH (2) 16d 0 V O.G. 'µSHEAR CAPACITY FOR CURRENT DESIGN HAG BEEN INCREASED TO THE VALLE FOR 15/32' 5HEATHN6 WUTH SAME NAILING BEGAU5E 5TUD 5PACN6 5 IV MAX. OR PANEL ORIENTATION 15 HORIZONTAL. SEE SDFWS T43A NOTE 2 AND IBC 72306.3 NOTE d. I I II I I I I I I I I I II I I I I I I I I _— --y_ ---�. x6—__—_—__----- _. "___-2F. _._---- --- � xb------------ __ - C bxb_-- __-_ 6x6_-- ____-- -- -I- z �: x i m I m renrvGE S.H. 20365.X. 2036 S.H.. 20365X- D DECK 20365.X. COVERED DECK 2036 S.H. coy R DECK 20365H CTT/ERS DECK 10/6 X b/O IN 1 C°t FRED DECK e, COVERED DECK 10/6 X B/0 _ ,1 �K 10/b X b/O � QZTMI 1016 X 8/O �� 10/6 X 5/0 �� 10/6 X 5/0 ^ \ O � { � P @J/ 1 1 1 3/b X 6/9 1 1 BATH 1 BATH 1 BATH BRSL4 p��.�u UNIT #8 R4EAT RM. 3/b X 6/9 - �. __ 3/b X b/9 3/b X bM .. , .. ,.. 3/b X 6M 2n�;* . - .:- ", LL m b/ 2085-- _- - LL 206a 6 W/D� - �u rsFF. in .ap I(� 12468 o. !n .A,-. Vi KTCHEN _ JT_HEo 6GHao alboo KITCHEN �w 10/6 x 10/0 a 10/6 X 10/O io" 3-i" _ 10 p ' 10/6 x 10/0 10 p z ' ® f 5R{K I` pvil�" o K Dyl i D.YI liDW. n --- �e O I .. - fV a eAR i esR e.R Tin v di 1 #15 -- UNIT #14 RM- INIT #13 LNING RM. UNfT #12 LNING RM. ,� LNYT #11 LIVING RM. w UNIT #10 LNING RM. � - r UNIT #9 LNING RM 1v1 x 1a/o uP p UNIT LNING RM. nn x l5/o LNMG nn x 1sro nn x 13/o nn x 1sro �- nn x 13/o nn x Q h1 P Q 8" FINISHED Q Z BEDROOM II/1x it/3 1 u Z I vs . 1 '. «s„ • , 4646 SLD. 4646 SLD. 4646 SLD. 4646 SLD 4646 SLD. 4646 SLD... 4646 SLD. 4646 SLD. 1L___—_U 4__—__U LL____ U 4-_—___J I NOTE u5E THE NOTE AND N ON THIS I�15 AR (� I I I I I I I I I I I I I I I I I I I I I I I I I FOR W I I I I I I I I I Ssi"4•_2 I I I j j I I I I 5-5._ 5'-5" I �Sr'° ♦ 54 t --=•_r-'-- ` 5 • 4'.. 2• 10' 10• I •• 10•-10" 4-2 10-10 4'-2" 10•_10" 4 4 10'_10'. 4•_2" 10_10• 4•_2•• la -lo"..__. 4•_5'• _.. _ 3'-b" 15'_3•• + 15'-O" 15'-0" 156' - 15'-0' { + 15'-O" } 15-0" + 15•_3•• BUILDING #3, (1) 4 (2) BEDROOM UNIT5, #8 THRU #15 2ND LEVEL FLOOR PLAN 56ALE 0 3/16" = 1'- 0" LEGEND NOTE: ALL ELEGTRIGA)_ WORK INGWDNG LOCATION OF SMOKE DETECTORS, TO BE CONFIRMED AND VERIFIED AT THE SITE BY ELEGTRIGAL CONTRACTOR NOTE: AT LEAST 50% OF ALL PERMANENTLY INSTALLED INTERIOR AND EKTERIOR LIGHTING FIXTURE SHALL CONTAIN COMPACT OR 5TRIP FLUORESCENT LAMPS (40 LUMEN/INATT MIN) NOTE: PROVIDE A SOLID CORE HOOD. OR SOLID. OR HONEYCOMB STEEL DOOR NOT LE55 THAN 1 3/8" THICK, OR A 20 -MINUTE FIRERATED DOOR BETINEN THE 6ARA6E AND THE RESIDENCE 8302.5.1.1 NOTE: FINAL CABINET 5 CONFIRMED WITH THE OWNER AND VERIFIED O THE SITE PRIOR TO THE START of coNSTRucnoN 0YPJ NOTE: ALL MECHANICAL VENTILATION EXHAU5T PER M1506.2 NOTE. ALL WINDOA AND DOOR HEADERS TO BE FRAMED AT b' - 10" HIGH UNLESS NOTED OTHERAISE 1 ) 1'15" MAX STEP DOWN AT ALL EXTERIOR DOORS TO 36" X 36" (MIN) GONG. SLAB OR DECK (TVP) ® 2 X 4 (MN) #2 D.F. BEARING WALL FRAMED P 16" O.O. WITH 4 X b #2 D.F. HEADER AS NEEDED (TVP) OVERHEAD MICKOiNAVE oc RAN6E HOOD PER M1503//m ISO f�,BUILT-IN 3/4" THICK SHELVING SPACED 0 16" O.O. FLOOR © TO CEILING IN LNEN CLOSET HERE (1) APPROVED FIRE EXTINGUEHER TO BE LOCATED ® INSIDE EACH UNIT AS MARKED MOUNTED TO WALL AS PER CODE © (2) HOUR FIRE ASSEMBLY REQUIRED BETNIEEN EACH UNIT CONT. FROM WOOD FLOOR TO MVER- SIDE ROOF SHEATHING PER DETAIL F-1 ON PAGE (9) 5M STAR FRAMN& DETNL 9-1 ON PAGE (9} 06 (14) RISERS WRH 8" MAX Rj5E (CANroRM a 5n r) ALL TREADS AITH 10" RUFF GUT, 1" a FINISH NOSE INATER HEATER HEM To STRA REQUIRED BUILD NG CODE BE (TYF) PPED TO WALL PER Q 22" X 30" ATTIC ACCESS LOCATED HERE © NOTE: ALL TOLIETS TO HAVE 15" (MIN) CLEARANCE EACH EIDE OF CENTER AS PER CODE (TVP) © 36" HIGH (MIN) APPROVED GUARDRAIL CONT. AT ALL BALGONY AND STAR 51DE5 (TVP) 05 APPRVD. SMO/ DETECTOR ALARM FER R-314 © APFRVD. CARBON -MONOXIDE ALARM FER R-315 © HDU2 A/GST516 ®W 2X6 STUD (0) TOTAL AS MARKED O HDU4 W/SSTB20 0 (2) 2X6 STUD (0) TOTAL AS MARKED HDUa W/55T62a as 4X6 STUD (0) TOTAL A5 MARKED ® 051b 20-10d 0 2X6 5T11D (32) TOTAL A5 MARKED ® M5T3122-16d ®(2) 2X6 5TUD (8) TOTAL AS MARKED �Y M5T60 40-164 0(2) 2X6 5T (2) TOTAL AS MARKED HP12 FLOOR TO FLOOR W/ 5/5, DIA. ROD a (2) © 2X6 (14) TOTAL A5 MARKED 5HEATHING 4 FASTENER SCHEDULE 11 - GROUP SURFACE MATERIAL Ho ORNT. NAIL PANEL PANEL BLOCK J -BOLT ibd COM- SILL J THICK z V ED6K FEILD Y m 5PACN6 PLATE NAILING EXT. STRUGT OSB 1/16" VERT U 6" 0.0. 12" O.G. YES 1/2" DIA. I 1Z' O.O. �p J � IL oLL o W ^ 4 J 48 O.G. ® EXT. 5TRUGT 05B 1/16" VERT Od 3" O.L. 12" O.G. YE5EN6MEEERED PORTAL O Qz FRAME - SEE OETML ®1" EXT. STRUCT OSB 1/16" VERT Ed 4" O C- 12" OL. YES 11/2 8" O.G. OA. O BOTH STRUOT OSB 1/16" VERT Ed 4" O.C. 12" OD. YES 5" O.G. 24'' O.Q. ® BOTH SYP WB 1 -FL 5/8" HORIZ bd 4" O.O. 4" O.O. YES 1/2" PIA 1" O.G. .: - STUDS 0 16" O.G. (TYP) UNLESS NOTED OTHERWISE - 5d NAILS: 0.131" X 2.5" (ALTERNATIVE: GALVANIZED 0.113" X 25") W/ 1 3/a" (MN) PENETRATION - 3" X 3" X .229" WASHERS (IVP) - 1/2' ANCHOR BOLTS W11" MIN. EMBEDMENT, 12' 0.0. MIN. (TIP, U.N.O.) - (2) 2 X a PANEL EDGES NAILED TOGETHER WITH (2) 16d 0 V O.G. 'µSHEAR CAPACITY FOR CURRENT DESIGN HAG BEEN INCREASED TO THE VALLE FOR 15/32' 5HEATHN6 WUTH SAME NAILING BEGAU5E 5TUD 5PACN6 5 IV MAX. OR PANEL ORIENTATION 15 HORIZONTAL. SEE SDFWS T43A NOTE 2 AND IBC 72306.3 NOTE d. I m 0 FINAL PLAN FROE RTY OF: ' ME THE PROPERtt OF: "LIMCE DESIGNS" AND ARE NOT TO 6E USED OR REPROWGED M ANY MPNNER EXCEPT WRH THE PROPER WRITTEN PERM651CN OF WKE DESIGNS. INC. DATE: DEGEM6et 3O, 3021 DRAFTED BY. MONTT' WKE joE3 #09"TS-53 SHffT 5 OF q 0 11 - LU WO O 0� NN i J 'm z V >z W Y m W Q QT UJ �� O �p J � IL oLL o W ^ 4 J O 10zf z s F N O Qz FINAL PLAN FROE RTY OF: ' ME THE PROPERtt OF: "LIMCE DESIGNS" AND ARE NOT TO 6E USED OR REPROWGED M ANY MPNNER EXCEPT WRH THE PROPER WRITTEN PERM651CN OF WKE DESIGNS. INC. DATE: DEGEM6et 3O, 3021 DRAFTED BY. MONTT' WKE joE3 #09"TS-53 SHffT 5 OF q BUILDING 113, (2) BEDROOM UNITS, tt9 THRU #15 3RD LEVEL FLOOR PLAN 51 -ALE ® 3/16" = 1'- O" LEGEND NOTE: ALL ELECTRICAL WORK INCLVDIN6 LOCATION OF SMOKE DETECTORS, TO BE CONFIRMED AND VERIFIED AT THE SITE BY ELECTRICAL CONTRACTOR NOTE: AT LEAST 50% OF ALL PERMANENTLY INSTALLED INTERIOR AND EXTERIOR LIGHTING FIXTURES SHALL CONTAIN COMPACT OR STRIP FLUORESCENT LAMPS (40 LUMEN ATT MIN) NOTE: PROVIDE A SOLID GORE WOOD, OR SOLID, OR HONEYCOMB STEEL DOOR NOT LESS THAN 1 3/6" THICK, OR A 20 -MINUTE FIRERATED DOOR BETWEEN THE GARAGE AND THE RESIDENCE. R302 5.1 1 NOTE: FINAL CABINET DESIGNS CONFIRMED WITH THE OWNER AND VERIFIED AT THE SITE PRIOR TO THE START OF CON5TRUGTION (TYP.) NOTE ALL MECHANICAL VENTILATION EXHAUST PER M15062 NOTE: ALL WINDOW AND DOOR HEADERS TO BE FRAMED AT 6 - 10" HIGH UNLESS NOTED OTHERWISE (TYP) TO GELLING N LNEN CLOSET HERE O.G. FLOOR (2) HOUR FIRE ASSEMBLY REGIUIRED BETNEEN EACH ® UNIT DONT. FROM MOOD FLOOR TO UNDER- SIDE ROOF SHEATHING PER DETAIL: F-1 ON PAGE (9) 5E`_ STAIR FRAMN6 DETAIL 5-7 ON PAGE (0 © (14) RISERS WITH 5" MAX RISE (CONFIRM 0 SITE) ALL TREADS WITH 10" RUFF CVT, V, FNI5H N05E (� 2 X 30" ATTIC ACCESS LOCATED HERE NOTE: ALL TOLIET5 TO HAVE 15" (MIN) CLEARANCE EACH SIDE OF CENTER A5 PER CODE (TYP) U BALCONY(MIN)AND &IJARDRML GOVT. AT ALL (5� APPRVD. SMOKE DETECTOR ALARM PER R-314 ® APPRVD. CARBON -MONOXIDE ALARM PER R-315 © HI W TBib 0 (2) 2X6 STUD (0) TOTAL A$ MARKED Q HVU4 W/557020 B (2) 2X6 5TUD (0) TOTAL A5 MARKED HDUS W/55TB23 0 4X6 STUD (0) TOTAL A5 MARKED ® C516 2 10d & 2X6 STUD (22) TOTAL AS MARKED © M5T37 22-16d ®(2) 2X6 5TUD (0) TOTAL A5 MARKED O MSTbO 40-ibd 0(2) 2X6 STUD (0) TOTAL AS MARKED O HDU2 FLOOR TO FLOOR W/ 5/6" DIA ROD ® (2) 2X6 (13) TOTAL AS MARKED 5HEATHIN6 4 FASTENER SCHEDULE Lu7 GROUP SURFACE MATERIAL HOW ORNT. NAIL PANE' ED6E5 PANEL BLOCK J -BOLT ibd COM. SILL SPACING PLATE NAILING as m d� THICK }ci Z �d MILD N v-" W EXT. 5TRLJI 050 7/16" VERT 6d 6" O.O. 12" 0.0. YES 1/2 DIA. 12" O.O. OW�Z 46" O.L. ® EXT. STRUOT 05B 1/16" VERT 6d 3" O.G. 12" O.G. YES ENGINEEERED PORTAL FRAME -5EE DETAIL ® EXT. 5TRUCT 050 T/16" VERT ed 4" O,G. 12" O.O. YES 6" O.0_ 6, OG. 00TH 5TRU6T 05B V16" VERT 6d 4" O.C. 12" 0.0. YES 1/2" DIA. 5" O.O. 24' O.G. ® BOTH GYP WB 1 -PL 51W HORIZ ad 4" O.G. 4" O.G. YES 1W DDG T' O.G. W. o.- STUDS 0 16" O.G. (EYP) UNLES5 NOTED OTHERIN15E - 6d NAILS: 0.131" X 2.5" (ALTERNATIVE: GALVANIZED 0.113" X 25") W/ 1 3/5" (MIN) PENETRATION - 3" X 3" X224' WASHERS (TYP) - 1/2" ANCHOR 13OLI5 W/ T MIN. EMBEDMENT, -12" O.G. MIN. Mr. U.N.O.) - (2) 2 x 0 PANEL EDGES NAILED T06ETHER WITH (2) 16d 0 W O.G. SHEAR CAPACITY FOR OJRRENT DESIGN HAS SEEN INCREASED TO THE VALVE FOR 15/32" SHEATHING WITH SAME NAILING SEC. -OSE 57UD 5PAON6 15 16' MAX. OR PANEL ORIENTATION 15 HORIZONTAL. SEE 5DPW5 T4.5A NOTE 2 AND IBL 72306.3 NOTE d. 1L W J a U N FINAL PLAN THESE DRAI'EN65 ARE THE PROPERTY OF: "LUKE DESIGNS•' AND ARE NOT TO SE US® OR RE%20DII w N ANY MANNER E WRITTEN wTHE PROP[R RM551CM OF LUCE pE51G14N5. PE LNG. DATE pEGEMBER 10, 2021 REVISED: DRAFTED BY: MONTY LUKE JOB #oc,175-135 SHEET Q OF 1 LU Lu7 2 p `0n WW oa Ot J >Z m z� V as m d� Q }ci Z �d I N v-" W (u III IL Q U zU— Dw901) It 0 W�� F OW�Z FINAL PLAN THESE DRAI'EN65 ARE THE PROPERTY OF: "LUKE DESIGNS•' AND ARE NOT TO SE US® OR RE%20DII w N ANY MANNER E WRITTEN wTHE PROP[R RM551CM OF LUCE pE51G14N5. PE LNG. DATE pEGEMBER 10, 2021 REVISED: DRAFTED BY: MONTY LUKE JOB #oc,175-135 SHEET Q OF 1