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Plan, Tentative APPLICANT 8/27/2021 (2)
287 DEADMOND FERRY TOWNHOME DEVELOPMENT O'CONNELL &ASSOCIATES, LLC 287 DEADMOND FERRY RD Tax Map: 17-03-15-40 Lot: 1800 y og SCHEDULE OF DRAWINGS 1-1.0 COVER SHEET L2.0 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 M 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@branchengineering.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 08-27-2021 + IANRSC"E ARCHITECTS + #' 1 WOFOQ r �Wwrco� m � saoarc� a�d��- W m V Eos`§w K 1p eod w�Wia`. ap5>��z V N N pway3rc N 1113 m vi �NF3 �dn �u X ia :wIMF I S T,4 wG d Jn 1 t.y JO c ANDERSON OREGON U 8-13-19 �IVY v J J H V w 0 w 11 W W LLL v O 0 0 ° W J I`LL O a Wz w ° a U N A Revisions W Date Desonpbm it a Z U EgLL E o m s w N a � 6 N O (� L U rm !] O 6 Il �2 � w rc a N L1 m0 LEGEND -- PROF I IY 11NE - - EDGE C- ASPHALT KS CNE - (F)SD - STORM DRAIN LINE - (E)WN AG IEIIAILR LINE (E)CH'h OVfHHLAO WIRIS o EW` ONE - EASLMINr LINE --���gcxxxg CONI `UR UNE 3. The name, location and dimensions of all existing site features including buildings, curb cuts,r` XON X oNc.ETE j C 21i removed. For existing structures to remain, also indicate present use, size, setbacks from WASTEWATER WNHOLE .^ "'� AO,JA IIRAIN MANHOLE CURD )IM LI -!Y I POLE i, TP HOVE RISER j. WA FR METER required riparian setback that are shown on the Water Quality Limited Watercourse Map on;IV WATLR IAL'd `' .eP,I LEGEND -- PROF I IY 11NE - - EDGE C- ASPHALT KS CNE - (F)SD - STORM DRAIN LINE - (E)WN AG IEIIAILR LINE (E)CH'h OVfHHLAO WIRIS o EW` ONE - EASLMINr LINE --���gcxxxg CONI `UR UNE 3. The name, location and dimensions of all existing site features including buildings, curb cuts,r` HWI DNC y oNc.ETE j DECIDUOUS IHFF removed. For existing structures to remain, also indicate present use, size, setbacks from WASTEWATER WNHOLE .^ "'� AO,JA IIRAIN MANHOLE CURD )IM LI -!Y I POLE i, TP HOVE RISER fn WA FR METER required riparian setback that are shown on the Water Quality Limited Watercourse Map on;IV WATLR IAL'd `' .eP,I IRL HYDRANT a BOLLARD Sri— ✓'� d{ kj;,�!— OR of COPCPLH aeu'nDN J '.."�., - , __ : �� '✓%y + x+ e of Map Revision. � EDL," DL PAVEdEN rleuAnoN • Project Site is partially located in Zone X: Areas determined to be outside 500 -year X floodplain 8-13-19 r0F Of ruae • Project Site is partially located in Zone AE: Areas determined to be in the 100 -year A X floodplain' a +` X SPOI LLEVATON BENCHMARK Ii FIG Vv\ \ 21'-2"EXISTING ,HOUSE REMAINS- I /: "'VII" 'v /,,,GARAGE, DECK, �� � x bo >,? WALKWAY, WOOD � "`�" N oIS"X FENCES AND SHED 7 ' REM,EPF< pJ'S r j RD-- - Vtx 1�. LDR I x5 b (\ n oam u o as "Am.) NOTES pF Es � � E a.urcn n+auccrom o:nnmva ceoeauv s a mms nrvay. v. d 111. eIcl IN !IF 1CF CI011. M..�CnO£ i REMOVE FENCE ON SUBJECT PROPERTY } VA ,� k �" A� �" \s Pq WELLHEAD PROTECTION AREAS MAP EXCERPT SITE ASSESSMENT OF EXISTING CONDITIONS IFy 1. Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or Surveyor ''df 1 81DORTS WAY • Plan reviewed by a licensed Landscape Architect. t I r #? • Survey prepared by licensed professional land surveyor. M.o. PAI, 2. Vicinity Map r435;i Ae fite VF 3. The name, location and dimensions of all existing site features including buildings, curb cuts,r` � y trees, and impervious surface areas, clearly indicating what is remaining and what is being t. `• ` removed. For existing structures to remain, also indicate present use, size, setbacks from ILo .^ "'� property lines, and distance between buildings. F° \ ;z • See plan this sheet. E .,.IF,`k 4. The name, location, dimensions, direction of flow and top of bank of all watercourses and pew wgwza� f b �f a Zit t ^' , required riparian setback that are shown on the Water Quality Limited Watercourse Map on;IV Q"yy rn `' .eP,I file in the Developments Services Department y�u�i3ro —(� cn Sri— ✓'� d{ kj;,�!— S. The 100 -year floodplain and floodway boundaries on the site, as speed in the latest"°r \, AA A '.."�., - , __ : �� '✓%y x a tr N 44"Letter of Map Revision. MDR " ` NTSi • Project Site is partially located in Zone X: Areas determined to be outside 500 -year CUT', floodplain 8-13-19 • Project Site is partially located in Zone AE: Areas determined to be in the 100 -year A floodplain' a 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. UjU • 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 W W 4112 feet above the ground (stands of more than five (5) Mees may be shown as a duster with mix of trees species noted), riparian areas, wetlands and rock outcroppings. a Pq WELLHEAD PROTECTION AREAS MAP EXCERPT SITE ASSESSMENT OF EXISTING CONDITIONS IFy 1. Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or Surveyor ''df 1 81DORTS WAY • Plan reviewed by a licensed Landscape Architect. I, I r #? • Survey prepared by licensed professional land surveyor. M.o. IF 2. Vicinity Map • See sheet L1.0 for vicinity map. Ae fite VF 3. The name, location and dimensions of all existing site features including buildings, curb cuts,r` -.; z ° trees, and impervious surface areas, clearly indicating what is remaining and what is being t. `• ` removed. For existing structures to remain, also indicate present use, size, setbacks from ILo .^ "'� property lines, and distance between buildings. F° \ ;z • See plan this sheet. E .,.IF,`k 4. The name, location, dimensions, direction of flow and top of bank of all watercourses and pew wgwza� f b �f a Zit t ^' , required riparian setback that are shown on the Water Quality Limited Watercourse Map on;IV Q"yy rn `' .eP,I file in the Developments Services Department y�u�i3ro W L uiffir�iio • Per the Water Quality Limited Watercourse Map the site contains no watercourses. S. The 100 -year floodplain and floodway boundaries on the site, as speed in the latest"°r \, AA A '.."�., - , __ : �� '✓%y adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment or a tr N 44"Letter of Map Revision. MDR " ` NTSi • Project Site is partially located in Zone X: Areas determined to be outside 500 -year x w r I FIF ` pIF floodplain 8-13-19 • Project Site is partially located in Zone AE: Areas determined to be in the 100 -year A floodplain' a 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. UjU • 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 W W 4112 feet above the ground (stands of more than five (5) Mees may be shown as a duster with mix of trees species noted), riparian areas, wetlands and rock outcroppings. a w P3�`'a J E j ` • See plan for location of all trees 5" or larger. Site contains no riparian areas, wetlands W o or rock outcroppings. N Q nt < rn SOILS oWLL, K O O FEMA FLOOD INSURANCE RATE MAP EXCERPT SOILS ON SITE ARE 100% MALABON SILTY CLAY LOAM. WV% SPECIAL FLOOD HAZARD AREA: _ V IF ZONE AE THESE SOILS ARE CHARACTERIZED BY THE USDA AND NRCS AS: Vi W _. SLOPES LESS THAN 3% - WELL -DRAINED MODERATELY HIGH (0.20 TO 0.57 IN/HR) WATER TRANSMITTAL RATE SCALE i"=20'-0" 0-2% ANNUAL � OUTSIDE CHANCE FLOOD NOT HYDRIC SOILS IN HYDROLOGIC SOIL GROUP C ao' FLOODPLAIN # Date Description d Fermi Rd Ae \ a h EXISTING DECIDUOUS TREE TO REMAIN F s +_ )W EXISTING DECIDUOUS TREE TO REMOVE � J ADDITIONAL DETAILS IN TREE h� y PRESERVATION PLAN, SHEET L8.0 u `+ N Y N °i Pq WELLHEAD PROTECTION AREAS MAP EXCERPT SITE ASSESSMENT OF EXISTING CONDITIONS "� ' #,IF 1. Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or Surveyor ''df 1 81DORTS WAY • Plan reviewed by a licensed Landscape Architect. I, I r #? • Survey prepared by licensed professional land surveyor. M.o. t t17P 2. Vicinity Map • See sheet L1.0 for vicinity map. Ae fite VF 3. The name, location and dimensions of all existing site features including buildings, curb cuts,r` -.; z ° trees, and impervious surface areas, clearly indicating what is remaining and what is being t. `• ` removed. For existing structures to remain, also indicate present use, size, setbacks from ILo .^ "'� property lines, and distance between buildings. F° \ ;z • See plan this sheet. E .,.IF,`k 4. The name, location, dimensions, direction of flow and top of bank of all watercourses and pew wgwza� f b �f a Zit t ^' , required riparian setback that are shown on the Water Quality Limited Watercourse Map on;IV Q"yy rn `' .eP,I file in the Developments Services Department y�u�i3ro W L uiffir�iio • Per the Water Quality Limited Watercourse Map the site contains no watercourses. S. The 100 -year floodplain and floodway boundaries on the site, as speed in the latest"°r \, AA A '.."�., - , __ : �� '✓%y adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment or a tr N 44"Letter of Map Revision. MDR " ` NTSi • Project Site is partially located in Zone X: Areas determined to be outside 500 -year x w r I FIF ` pIF floodplain 8-13-19 • Project Site is partially located in Zone AE: Areas determined to be in the 100 -year A floodplain' a 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. UjU • 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 W W 4112 feet above the ground (stands of more than five (5) Mees may be shown as a duster with mix of trees species noted), riparian areas, wetlands and rock outcroppings. a w P3�`'a J E j ` • See plan for location of all trees 5" or larger. Site contains no riparian areas, wetlands W o or rock outcroppings. N Q nt < rn SOILS oWLL, K O O FEMA FLOOD INSURANCE RATE MAP EXCERPT SOILS ON SITE ARE 100% MALABON SILTY CLAY LOAM. WV% SPECIAL FLOOD HAZARD AREA: _ V IF ZONE AE THESE SOILS ARE CHARACTERIZED BY THE USDA AND NRCS AS: Vi W _. SLOPES LESS THAN 3% - WELL -DRAINED MODERATELY HIGH (0.20 TO 0.57 IN/HR) WATER TRANSMITTAL RATE SCALE i"=20'-0" 0-2% ANNUAL � OUTSIDE CHANCE FLOOD NOT HYDRIC SOILS IN HYDROLOGIC SOIL GROUP C ao' FLOODPLAIN # Date Description d Fermi Rd LEGEND h EXISTING DECIDUOUS TREE TO REMAIN F s +_ )W EXISTING DECIDUOUS TREE TO REMOVE � J ADDITIONAL DETAILS IN TREE h� y PRESERVATION PLAN, SHEET L8.0 Wz N Y N NTS;=. WATER QUALITY LIMITED WATERCOURSES MAP EXCERPT u + LANDSCAPE ARCHITECTS t SATRE I, M.o. ��. aWorcw III0 AS9�OC .�iS ao�pT rn O tmD, aoza�p ILo �a 6 W LL sopou E iooWNw W r e 8 pew wgwza� IY ,00 6, - Q"yy rn :>G�p N 0 N � y�u�i3ro W L uiffir�iio \, AA A SrE4� 1 • • MDR v OREGON w 8-13-19 "PE A V 0Z UjU Z 1� W W �Z a �0 WV'n W o N Q nt < rn Q oWLL, K O O Z WV% I7 C Lu _ V IF _ ^ Z Vi W 17 DEED 2019-018429 SCALE i"=20'-0" _ o• ,o• zo• ao' Revisions sk1 LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 08-27-2021 Springfield, OR "Ie Oufly Limited Watercourse p1000de) kRiparrzn Resource ��t Sae Plan Redaw'or Pmpsm/ wrthN ",SU Riparian Cprtidpr-75' !owl WetWndslnvantory TnbutarytdVJeterQuality Limikd Waercaurse i<,400cfs) Floodplain ZmA Site Plan ReY»wforpmperty v9hin 100' P,Paran C%,tdor $0' F=Iplain Z"OAE Water Qutility Lemletl'A'etw.me(< 1000da) Foodwey - Ske Plan Reviewfor P.o within 150' h iYl<CS 1 ®,) z r�- aa r—i i, 5 --- + LANDSCAPE ARCHITECTS t SATRE GROUP M.o. aWorcw .�iS ao�pT rn O tmD, aoza�p ILo �a 6 W LL sopou E iooWNw W r e 8 pew wgwza� IY ,00 6, - Q"yy rn :>G�p N 0 N � y�u�i3ro W L uiffir�iio SrE4� 1 • • t..< 70 C. ANDERSON �. OREGON w 8-13-19 "PE A V 0Z UjU Z 1� W W �Z a �0 WV'n W o N Q nt < rn Q oWLL, K O O Z WV% I7 C Lu _ V G ° LL Q W Z _ ^ Z Vi W 17 SCALE i"=20'-0" _ o• ,o• zo• ao' Revisions # Date Description Wz 0 z J LL o Z T 0 j N N w N O 0 m K M N i'i U 12 C o 6 LL M LII IV ----- --- % 6 i' _ _- " ^M: X35.78 7 � l ,- <-vvv Ir wv �-(t).vn _.._ 1 `� ,- rya= w A -, . 6 i• ,�., - 3, .-.- �'1`FD "-, ..; ,:)SD ;5� EjS}' i DEADMOND FrRRY ROAD = ROW VARIES o 2 \ U of VEHICSULAR ACCESS i m} - _ (�UJ p EASEMENT o LL 40 0 22'6" /^ Lf EXISTING UT EXISTING SIDEWALK `m �.-." 5' STORMWATER UTILITY POLE AND STREET LIGHT IRRIGATION SLEEVE -TYPICAL e w ow 5' SETBACK �`�---- 2s--- - \ PROPOSED DRIVEWAY F SIDE YARD GARAGE REMOVED Q � 1 20' DRIVEWAY �\ 0 PROPOSED PARTITION/ PROPERTY LINE EXISTING HOUSE TO REMAIN 7, TOWNHOMES (BUILDING 1) 24' ASPHALTIC CONCRETE DRIVEWAY ? UNIT DRIVEWAY -ASPHALTIC CONCRETE ': 25' TRANSITION TO `� ADJACENT - _ - ` LDR ZONE ! �} j -i yU Tl S ��t I i vim, a r \ r \ E:. f ` / - J '" J "✓ t < \z '\,A\ o TOWNHOME (BUILDING Z) c ` PROPOSED SHORT-TERM BIKE PARKING - E 4SPACES- 4 REQUIRED 1 L1.0 [([ - UNIT UNIT - UNIT UNIT - UNIT \ `r f # I:. b \ 1 � { k"� Z_� tat eoQ t f Q V TOWNHOME (BUILDING 3) ESTIMATED DISTANCE FENCE TO PATHWAY EDGE - ( 12" MINIMUM DISTANCE TO BE MAINTAINED ALONG ENTIRE FENCE LENGTH WITHIN SUBJECT SITE PROPERTY ; .- �� PROPOSED 8' FENCE TRASH/RECYCLE UNI I -UNIT - UNIT UNIT UNIT UNIT UNIT V� UNIT �, ? 297DEAACCESS EASEMENT ERRYRBENEFITING 10 11 12 - 13 14 297 DEADMOND FERRY RD. ' 1 1 l x V" DOC, n 99061696 ,w,,;,i,,,, - „- PARKING & CIRCULATION SETBACK TO BE PROPOSED FENCE "'; ''� '�''"'"' """"' "°gy"""m / ! /, _. PLANTED WITH 30-40" EVERGREEN HEDGE 6' HEIGHT - '` '.: i , .. _ �., \' � �y AND SHADE TREES 30'0.C. \ PRIVACY FENCES ¢ A 1� EXTEND 5' FROM BUILDING r EXISTING 6' FENCE TO REMAIN (w7J t 2 U \# ✓ \ It 0. / t �- - o ADJOINING HEARTFELT GUESTHOUSE - ) n SHOWN AS AN APPROXIMATE REFERENCE. NOT SURVEYED. / J .v," mss .y� spm, �;.%1# � iv J i �..�a...�..�.. .t t �•^^�� 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. SEE PLAN FOR SLEEVE SIZE. 4, SLEEVE LAYOUT IS SCHEMATIC. VERIFY LOCATIONS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION OF ELECTRICAL AND IRRIGATION SYSTEM. CONSTRUCTION NOTES I. THIS SHEET SHOWS EXISTING CONDITIONS TO REMAIN AND NEW SITE IMPROVEMENTS, 2. EXISTING CONDITIONS INFORMATION BASED ON SURVEY BY BRANCH ENGINEERING, INC., 310 FIFTH STREET, SPRINGFIELD, OREGON 97477, (541) 746-0637 - FAX (541) 746-0389. 3. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO EXECUTION OF ANY WORK. 4. OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY SITE REVIEWS. 5. THERE SHALL BE REQUIRED REVIEWS BY OWNER'S REPRESENTATIVE PRIOR TO EXECUTION OF ANY WORK, INCLUDING AFTER STAKING & LAYOUT, PRIOR POURING CONCRETE, PRIOR TO BACKFILLING AND ROUGH GRADING. 6. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL LANDSCAPE AREAS. 7. SEE DETAILS FOR INFORMATION ON CONSTRUCTION MATERIALS AND INSTALLATION METHODS. 8. PROVIDE EXPANSION JOINTS (EJ) AT INTERSECTIONS, CORNERS, OR WHERE CONCRETE SLABS MEET WALLS OR OTHER STRUCTURES. 9. PROVIDE CONSTRUCTION JOINTS (CJ) BETWEEN ALL POURS. 10. ALL CONCRETE PAVING JOINTS NOT LABELED OTHERWISE ARE CONTROL JOINTS (SJ). 10. OMIT DOWELS AT EXPANSION JOINTS ABUTTING WALLS AND STRUCTURES. 11. ALL CONCRETE PAVING JOINTS SHALL BE EQUALLY SPACED BETWEEN SHOWN OR NOTED LIMITS, AND SHALL BE AT 90" ANGLES TO EDGES OF PAVEMENT AND OTHER JOINTS UNLESS OTHERWISE INDICATED. 12. ALIGN CURB AND GUTTER JOINTS WITH CONCRETE PAVING JOINTS WHERE ADJACENT. 13. SEE BUILDING PLANS FOR FOR ADDITIONAL BUILDING INFORMATION. 14. SEE CIVIL PLANS FOR ADDITIONAL CIVIL INFORMATION. MULTI -FAMILY SITE PLAN NOTES NOTE: THERE WILL BE A CONCURRENT APPLICATION FOR PARTITION OF THE SINGLE FAMILY LOT. NOTES INCLUDED HERE REFERS TO THE MULTI -UNIT FLAG LOT. DENSITY AND DWELLING UNITS (FOR MULTI -FAMILY LOT)' MDR REQUIRED: MDR STANDARD: 14 TO 28 DWELLING UNITS/NET ACRE RESULT SITE SIZE: 0.85 GROSS ACRES �riZawo 12-24 DWELLING UNITS PERMITTED PROPOSED: 15 DWELLING UNITS 18 DUI NET ACRE VEHICLE PARKING: REQUIRED: STANDARD: 1 SPACE/ DU RESULT: 15 SPACES PROPOSED 15 GARAGE SPACES+ I DRIVEWAY SPACE EACH BIKE PARKING: 000ato REQUIRED: STANDARD: 1SPACE /DU, 100% LONG-TERM _ao?FW RESULT: 15 SPACES 25% SHORT TERM= 4 OUTDOOR SPACES PROPOSED: 15 SPACES PROVIDED IN GARAGE, PLUS FOUR SHORT TERM SPACES OPEN SPACE: O m GENERAL O.S. REQUIRED: STANDARD: 15% OF GROSS SITE AREA RESULT: GROSS SITE: 0.839 NET ACRES 15% OF GROSS SITE= 0.13 ACRES PROPOSED: 0.24- ACRES (28% OF GROSS SITE) COMMON O.S. � -LL REQUIRED: STANDARD: .25 SF 11.00 SF OF GROSS FLOOR AREA qpqE (500 SF MINIMUM WITH NO DIMENSION LESS THAN 15') RESULT: GROSS HEATED AREA: 12,056SFX.25=3,014S.F. z<pw 3,014- 1,740 S.F. (PRIVATE OPEN SPACE)= 1,274 S.F. COMMON SPACE REQ. PROPOSED: 1,77D SF ACTIVE O.S. ♦• L b � REQUIRED: STANDARD: 250 SF PER/ 20 DU (NO DIMENSION LESS THAN IT) N RESULT: NO ACTIVE OPEN SPACE REQUIRED UNDER 20 UNITS PROPOSED: 0 S.F: LESS THAN 20 UNITS PROPOSED PRIVATE O.S. REQUIRED: STANDARD: 96 SF /DU MIN. (NO DIMENSION LESS THAN 8') RESULT: 15 DU n 96 SF = 1,440 SF PROPOSED: 1,740 SF (COVERED BACK PORCHES) F -m0. 116 SF EACH X 15 UNITS= 1740 S.F. LEGEND PROPERTY LINE (SUBJECT PROPERTY) •---u �� -" ---• PROPERTY LINE (ADJACENT LOTS) PROPOSED FENCE L1.0 EXISTING EASEMENT -- --- SETBACK CONCRETE PAVING VEGETATED STORMWATER TREATMENT AREA TRASH / RECYCLING ENCLOSURE 1 L1.0 ` BIKE PARKING 1 EXISTING DECIDUOUS TREE TO REMAIN yA EXISTING CONIFEROUS TREE TO REMAIN ii IRRIGATION SLEEVE PROPOSED POLE MOUNTED LIGHT fi�-- EXISTING STREET LIGHT TO REMAIN GROUNDWATER PROTECTION DURING CONSTRUCTION 1. THE FOLLOWING REGULATIONS MUST BE OBSERVED DURING CONSTRUCTION: • ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP MATERIALS DISPOSED OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ REQUIREMENTS. IN EVERY CASE, CARE SHALL BE TAKEN TO PREVENT GROUNDWATER CONTAMINATION. • CHEMICALHAN LD I NG, STORAGE, AND USE: CONTRATORS/DEVELOPERS SHALL BE RESPONSIBLE FOR SAFE HANDLING AND STORAGE OF CHEMICALS, PETROLEUM PRODUCTS, AND FERTILIZERS AND THE PREVENTION OF GROUNDWATER AND STORM WATER RUNOFF CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, INCLUDING PAINT AND CLEANING MATERIALS/WASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO THE STORM WATER SYSTEM. ALL CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT. • EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS SHALL BE TAKEN TO PREVENT FLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING PROVIDING A DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHALL BE PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING TO THE SOIL OR STORM WATER DRAINAGE SYSTEM. • NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE. 2. WELLHEAD PROTECTION SIGNS SHALL BE PLACED AT THE SITE TEMPORARILY DURING CONSTRUCTION AND PERMANENTLY AT TRASH/RECYCLING ENCLOSURE AND ADJACENT TO THE SWALE(S). THE SIGNS ARE INTENDED TO ALERT CONTRACTORS, SUBCONTRACTORS, EMPLOYEES, TENANTS, AND OTHERS TO THE IMPORTANCE OF REPORTING AND CLEANING UP ANY SPILLS (SIGN STANDARD AVAILABLE). PLEASE CONTACT AMY CHINITZ (541-744-3745) TO PURCHASE SIGNS DIRECTLY FROM SUB. LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 08-27-2021 + LANDSCAPE ARCHITECTS } SATRE GROUP rho Gro �riZawo `E wW�3 O r 000ato rn � _ao?FW O m aooiF O w p¢oa � -LL owaay qpqE Lu y $ z<pw 3 = z ♦• L b � a�arc'��ww N (/J y 11� o'm'uo3aa v Ta w c �ffiw`<�g N�aB O rc F -m0. W azo>a ti�ISTE� aio t.y JOHN C. ANDERSON (~ OREGON U ;6 8-13-19 ,/CW J J W i a LA. Z wLL� 4 o ra J � ° a oLL0 °° C Z0 ° W L 0 o W Q ¢ (w7 w ll.I o /_� vi D N SCALE 1" = 20' - 0" 0' 10' 20' 40' Rowslons R Dale Description woz zV E � g LL a w Ti �� C N Ycv • i• N N ¢O K rc L3.o ON N + LANDSCAPE ARCHITECTS t SAIRE GROUP o� Az O c�O aoi�a> LL m =O =oozo w p$mo< a. _LL $room W � to m � z�widoW f s m o 6 a N N N3¢� H N psi W Ham F M 4 io�m tiO1 S Tg� d 10 • • r 70 C. ANDERSON � OREGON W 8-13-19 ZV-),E A1�� Q J J v W '7 O lx a Z J� a Wo LL.�� J LLO 0 O Q J QLL aWz W a J D N m SCALE V=20' -O" _ a iv 2Vo• as Revisions # Date Description WZ 'o K Q Z U Ed p Z T m 7Z N F ,D N y y K i� 6 N CCC O U L ti in q 0 � L Z 4 IL L4.0 , -(FF-) Cl _yam- pis, X Dead 'Mond Ferry Road` 0i11. FFE 440.16 c POTENTIAL BUILDING ADDITION FFE 440.16 „a� FFE w, GRADE BREAK I MATCH J r -HP HIGH POINT FFE 440.16 c POTENTIAL BUILDING ADDITION FFE 440.16 „a� FFE w, 440.5440.0 r t UNIT 1 i9Uq \ 438.2 Yl TYP. 1,443 . � �u I439.6\ b ' T 439-5 A 440.00 SWALE ',44o.b h 438.0 r PRECISE DEPTH AND VOLUME 440.1 TO BE DETERMINED BY CIVIL`a� i �. J J ) T 439.5 IFFE c i j A 440.50 UNIT 7 UNIT 6 UNIT 5 - UNIT 4 UNIT 3 1 4 \\ x \ fhb y 2% .'I l ��. \ 38.801 440.0,- I 3YP. \ \ v r 439.6 - - -DI f / 439.10 439.6 439.6- 1 i TYP. 439 6 \ \ '44 T&., 0.0 rl' a" .� TYP, t [ V X iH Ili iliIN � IG..� v-FFE 44050 1 >✓�, -iUNIT B UNIT 9 UNIT UNIT I UNIT - UNIT UNIT 1 UNIT 44I 110 '�11 12 �,�13 _ i A14. TYPS U. .. I = ,I. 1 _. 440.0 EL :IEHA.. S" 439.40 440.0 439.5 38.9 439.0 Yl TYP. ALL LOTS PIPE INVERT 438.3 Yl 439.40 TYP. ALL LOTS 37.66TYP. DRAINS WEST AGGREGATE EDGE- FRENCH Q39.1 DRAIN BELOW ED E437.3 ABUTTING AT 1% GROUNDCOVER EDGE YARD DRAIN INLETS AND FENCE AT PROPERTY LINE PERIMETER FRENCH DRAIN - 439.40 TYP. ALL LOTS 0 Y DRAIN 439.4 NOTES 1. EXISTING CONDITIONS INFORMATION BASED ON SURVEY BY BRANCH ENGINEERING, INC., 310 FIFTH STREET, SPRINGFIELD, OREGON 97477, (541) 746-0637. FAX (541) 746-0389. 2. THIS SHEET SHOWS EXISTING CONDITIONS, SITE IMPROVEMENTS AND HORIZONTAL LAYOUT. FOR VERTICAL LAYOUT SEE GRADING PLAN. 3. ALL DIMENSIONS ARE TO FACE OF WALL OR EXISTING ELEMENT UNLESS NOTED OTHERWISE. ALL ANGLES ARE 90 DEGREES OR 45 DEGREES UNLESS NOTED OTHERWISE. 4. DIMENSIONS SHOWN WITH A • ARE TO CENTERLINE, BASELINE, OR PROPERTY LINE. 5. ALL CONCRETE PAVING JOINTS NOT SPECIFICALLY DIMENSIONED 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. 6. SCORE PATTERN AS SHOWN. 7. ALIGN CURB AND GUTTER JOINTS WITH CONCRETE PAVING JOINTS WHERE ADJACENT. 8. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO ANY CONSTRUCTION. CEASE LAYOUT WORK AND NOTIFY GENERAL CONTRACTOR OF ANY DISCREPANCIES IN DIMENSIONS, DEGREES, LOCATIONS, STAKES, ETC. OBTAIN GENERAL CONTRACTOR'S APPROVAL PRIOR TO EXECUTING ANY LAYOUT WORK DIFFERENT FROM THAT SHOWN OR SPECIFIED. 9. VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO EXCAVATION. DAMAGE TO EXISTING UTILITIES WILL BE REPAIRED BY CONTRACTOR IN A MANNER APPROVED BY OWNER OR OWNER'S REPRESENTATIVE. 10. OWNER'S REPRESENTATIVE WILL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL SITE INSPECTIONS. GRADE BREAK DIRECTION OF DRAINAGE MATCH J r -HP HIGH POINT �LP LOW POINT TW � BW BOTTOM OF WALL /-TC TOP OF CURB _ _ u IJ:, -35 .us 499.40 PROPOSED GRADE TS TOP OF STEP BS BOTTOM OF STEP FL FLOW LINE ELEVATION �AD AREA DRAIN ®® ifh' EXISTING ELEVATION <o2ge-k 9L f p o q< ODLU m d E Lu 1- �y>W�a QZm rn � Snd4e _ -c �Erc�io �G I S T,& r.1 J02 ANDERSON [~ OREGON U 8-13-19 "IpE A1� J J UJI 0 Z w a J XL 0 } n h Q. Z Q Z O 0 0 0 Q LL O 440.5440.0 r t UNIT 1 i9Uq \ 438.2 Yl TYP. 1,443 . � �u I439.6\ b ' T 439-5 A 440.00 SWALE ',44o.b h 438.0 r PRECISE DEPTH AND VOLUME 440.1 TO BE DETERMINED BY CIVIL`a� i �. J J ) T 439.5 IFFE c i j A 440.50 UNIT 7 UNIT 6 UNIT 5 - UNIT 4 UNIT 3 1 4 \\ x \ fhb y 2% .'I l ��. \ 38.801 440.0,- I 3YP. \ \ v r 439.6 - - -DI f / 439.10 439.6 439.6- 1 i TYP. 439 6 \ \ '44 T&., 0.0 rl' a" .� TYP, t [ V X iH Ili iliIN � IG..� v-FFE 44050 1 >✓�, -iUNIT B UNIT 9 UNIT UNIT I UNIT - UNIT UNIT 1 UNIT 44I 110 '�11 12 �,�13 _ i A14. TYPS U. .. I = ,I. 1 _. 440.0 EL :IEHA.. S" 439.40 440.0 439.5 38.9 439.0 Yl TYP. ALL LOTS PIPE INVERT 438.3 Yl 439.40 TYP. ALL LOTS 37.66TYP. DRAINS WEST AGGREGATE EDGE- FRENCH Q39.1 DRAIN BELOW ED E437.3 ABUTTING AT 1% GROUNDCOVER EDGE YARD DRAIN INLETS AND FENCE AT PROPERTY LINE PERIMETER FRENCH DRAIN - 439.40 TYP. ALL LOTS 0 Y DRAIN 439.4 NOTES 1. EXISTING CONDITIONS INFORMATION BASED ON SURVEY BY BRANCH ENGINEERING, INC., 310 FIFTH STREET, SPRINGFIELD, OREGON 97477, (541) 746-0637. FAX (541) 746-0389. 2. THIS SHEET SHOWS EXISTING CONDITIONS, SITE IMPROVEMENTS AND HORIZONTAL LAYOUT. FOR VERTICAL LAYOUT SEE GRADING PLAN. 3. ALL DIMENSIONS ARE TO FACE OF WALL OR EXISTING ELEMENT UNLESS NOTED OTHERWISE. ALL ANGLES ARE 90 DEGREES OR 45 DEGREES UNLESS NOTED OTHERWISE. 4. DIMENSIONS SHOWN WITH A • ARE TO CENTERLINE, BASELINE, OR PROPERTY LINE. 5. ALL CONCRETE PAVING JOINTS NOT SPECIFICALLY DIMENSIONED 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. 6. SCORE PATTERN AS SHOWN. 7. ALIGN CURB AND GUTTER JOINTS WITH CONCRETE PAVING JOINTS WHERE ADJACENT. 8. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO ANY CONSTRUCTION. CEASE LAYOUT WORK AND NOTIFY GENERAL CONTRACTOR OF ANY DISCREPANCIES IN DIMENSIONS, DEGREES, LOCATIONS, STAKES, ETC. OBTAIN GENERAL CONTRACTOR'S APPROVAL PRIOR TO EXECUTING ANY LAYOUT WORK DIFFERENT FROM THAT SHOWN OR SPECIFIED. 9. VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO EXCAVATION. DAMAGE TO EXISTING UTILITIES WILL BE REPAIRED BY CONTRACTOR IN A MANNER APPROVED BY OWNER OR OWNER'S REPRESENTATIVE. 10. OWNER'S REPRESENTATIVE WILL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL SITE INSPECTIONS. LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 08-27-2021 GRADE BREAK DIRECTION OF DRAINAGE MATCH MATCH EXISTING GRADE r -HP HIGH POINT �LP LOW POINT TW TOP OF WALL BW BOTTOM OF WALL /-TC TOP OF CURB �BC BOTTOM OF CURB 499.40 PROPOSED GRADE TS TOP OF STEP BS BOTTOM OF STEP FL FLOW LINE ELEVATION �AD AREA DRAIN ®® PROPOSED AREA DRAIN EXISTING ELEVATION <o2ge-k 9L f p LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 08-27-2021 + LANDSCAPE ARCHITECTS + SATRE GROUP LL� g wz�3z< O � <o2ge-k 9L o q< ODLU m d E Lu 1- �y>W�a QZm rn W 3 c �Erc�io �G I S T,& r.1 J02 ANDERSON [~ OREGON U 8-13-19 "IpE A1� J J UJI 0 Z w a J XL 0 } n h Q. Z Q Z O 0 0 0 Q LL O 'n W Of SCALE t"=20'-0" 0' 70' 20' 40' Revisions # Dale Dss ptim W Z W � KZ¢ Q E � D_ J L p r m .0 6 D m�� u n 8 n g 4 0 p �Q O 6 N C 1310 C. O G6q LL �L I' LL a L5.0 LL IFI VN W 0 LIGHTING ALL LIGHTING WILL MEET THE STANDARDS IN EC 9.6725 OUTDOOR LIGHTING STANDARDS TO INCLUDE BUT NOT LIMITED TO: SHIELDING: ALL LIGHTING FIXTURES SUBJECT TO ALIGHTING PERMIT SHALL BE CUTOFF AND ADDITIONAL SHIELDING SHALL BE REQUIRED. AS NECESSARY TO DIRECT THE LIGHT WITHIN THE BOUNDARIES OF THE DEVELOPMENT SITE. PARKING LOT LIGHTING: PARKING LOT LIGHTING, IF ANY, SHALL BE DESIGNED TO PROVIDE THE MINIMUM LIGHTING NECESSARY TO ENSURE ADEQUATE VISION AND COMFORT IN PARKING AREAS, AND NOT TO CAUSE GLARE OR DIRECT ILLUMINATION ONTO ADJACENT PROPERTIES OR STREETS. PHILIPS 3 2'CENTER OF POLE TO GARDCO ompl , -.,-, YCENTER OF POLE TO �,I �� '^` O'C nnaY SN Sbeel EDGE OF PAVING OR BACK , OF CURB tIJ Vld¢N>.?3 I � a ��^.,� 1 ( 6�oQoa 6a V!J . .fi"f - :-Ail >F)ri'.4 4 1t �1 E 14 PI ra c a F�oF Eol y in o. r ma e a o s a�wo :. (144x555, 44 cao n tae mn g 1pt rc�8i GROUNDING CONDUCTOR AT 3�0: EOFo III M1 glIt IT DIF -1. rat sa goo oW ma w.5a 8 1 t fit kt .p-ry-na lbc Ill LEDby C [ the w GROUNDING TERMINAL INSIDE POLE j dl tl tt 6t In t n 3polpkegIcpn,otsystMns keg. ?g TOP OF FOOTING FLUSH WITH om�N3ai 1 g"F 7 tl le ['Is em aval bl t rErJrer E1'L :_1..J •V - --A,S —���; ,i ___ C r;.. � ('f.�q ( _;- (�,S_ ��.' 1 -- � iSJ iS.;j— I 1.y JO C. ANDERSON � OREGON U FINISH GRADE APE tirlr�M:c.^90 ECF 1 0 'z uu. NW XX BRP S J J au IL � awdaxl NN W n BY USING LEVELING WASHER. FILL VOIDS V R U - a n i V 0o4 1,NWw W % Deadr�and Ferry J z W W Np ZO O WJ unn iI : _ Z NOTES LEGEND 1'= 20' - 0- 0"� �e TSCALE D' 10' 20' II Revisions ANCHOR BOLTS PROVIDED BY 1-11 341V lam D / o MANUFACTURER INSTALLED BY w z Y CONTRACTOR MIN. 41" X 18° GALVANIZED a i 0 , �° I'. ANCHOR BOLTS TEMPLATE PROVIDED BY to 0 `4 om .v II t MANUFACTURER 1. SEE DETAIL SHEET HEREIN FOR FIXTURE INFORMATION AND FOOTING d T z � U a LL ao DETAILS. m $ o Nm 15 I � N POURED IN PLACE FOOTING i PARKING AREA LIGHTING. 16.0 I TYPE 4 AREA LED WITH INTERNAL SHIELD, 12'-0" POLE. e � ' 408 PSI CONCRETE i (PHILIPS GARDCO ECOFORM AREA LED ECF OR EQUIVALENT). _ LIGHTING BRANCH CIRCUIT -- = _- CONDUIT PSCNEDULE 80 `"" -"' NOTE: CENTER OF POLE TO BE LOCATED 30" FROM EDGE OF L6.0 (4) N5 VERTICAL AND N HORRONTAL REBAR 4 PVC. AA ADJACENT PAVING OR BACK OF CURB. @12"0.0. w LAND USE 2'DIAMETER a REVIEW SET THIS DRAWING IS — NOT FOR CONSTRUCTION � FIXTURE LG FOOTINGFOR POLE MOUNT LIGHTS 08-27-2021 1%\ L \ a \ POLE MOUNTED i - FIXTURE (TYP) A q .'� BUILDING �a\ MOUNTED •� _ i FIXTURE (TYP) \ t i U N, U41T2S. I — e { A - UNIT 7 - UNIT 6 -- UNIT 6 - UNIT 4 •` NIT 3 4 ulYC VAT BUILDING —` IV MOUNTED r •A i " V FIXTURE (TYP A V A \ � t Y \ / s c3�> _ >wm I �a,aAc �vr3m M-: - - UNIT 8 UNIT - UNIT UNIT NIT UNIT -UNIT- UNIT 1 1 10 'I 1 A 12 13 1 0 LIGHTING ALL LIGHTING WILL MEET THE STANDARDS IN EC 9.6725 OUTDOOR LIGHTING STANDARDS TO INCLUDE BUT NOT LIMITED TO: SHIELDING: ALL LIGHTING FIXTURES SUBJECT TO ALIGHTING PERMIT SHALL BE CUTOFF AND ADDITIONAL SHIELDING SHALL BE REQUIRED. AS NECESSARY TO DIRECT THE LIGHT WITHIN THE BOUNDARIES OF THE DEVELOPMENT SITE. PARKING LOT LIGHTING: PARKING LOT LIGHTING, IF ANY, SHALL BE DESIGNED TO PROVIDE THE MINIMUM LIGHTING NECESSARY TO ENSURE ADEQUATE VISION AND COMFORT IN PARKING AREAS, AND NOT TO CAUSE GLARE OR DIRECT ILLUMINATION ONTO ADJACENT PROPERTIES OR STREETS. PHILIPS 2'CENTER OF POLE TO GARDCO ompl , -.,-, YCENTER OF POLE TO �� '^` O'C nnaY SN Sbeel EDGE OF PAVING OR BACK I OF CURB ECFW2t5(ASSiTNW-X%AP-IS OF CURB a ��^.,� 1 ( 6�oQoa 6a V!J . GROUNDING CONDUCTOR CONNECT PI ra c a F�oF Eol y in o. r ma e a o s a�wo LIGHT POLE cao n tae mn g 1pt rc�8i GROUNDING CONDUCTOR AT 3�0: EOFo III M1 glIt IT DIF -1. rat sa goo oW ma w.5a 8 1 t fit kt .p-ry-na lbc Ill LEDby C [ the ...... 10-2nww GROUNDING TERMINAL INSIDE POLE dl tl tt 6t In t n 3polpkegIcpn,otsystMns keg. ?g TOP OF FOOTING FLUSH WITH om�N3ai 1 g"F 7 tl le ['Is em aval bl t rErJrer CONDUIT ENTRY VERIFY LOCATION OF ergy �.v1ps-pu YoY peak aovra TOP OF ADJACENT CURB 1�1G CONDUIT ENTRY INTO POLE 1.y JO C. ANDERSON OREGON U FINISH GRADE APE ARG ECF 1 0 'z uu. NW XX BRP S J J au IL � awdaxl NN W n BY USING LEVELING WASHER. FILL VOIDS V R U - a n i V 0o4 1,NWw W LL Y t'CHAMFER J z W W Np ZO O WJ unn iI : _ Z NOTES LEGEND 1'= 20' - 0- 0"� �e TSCALE D' 10' 20' II Revisions ANCHOR BOLTS PROVIDED BY 1-11 341V lam D o MANUFACTURER INSTALLED BY w z Y CONTRACTOR MIN. 41" X 18° GALVANIZED i 0 �° I'. ANCHOR BOLTS TEMPLATE PROVIDED BY to 0 `4 om .v II t MANUFACTURER 1. SEE DETAIL SHEET HEREIN FOR FIXTURE INFORMATION AND FOOTING d T z � U a LL ao DETAILS. m $ o Nm 15 I ucr N POURED IN PLACE FOOTING i PARKING AREA LIGHTING. 16.0 N TYPE 4 AREA LED WITH INTERNAL SHIELD, 12'-0" POLE. ' 408 PSI CONCRETE (PHILIPS GARDCO ECOFORM AREA LED ECF OR EQUIVALENT). _ LIGHTING BRANCH CIRCUIT -- = _- CONDUIT PSCNEDULE 80 `"" -"' NOTE: CENTER OF POLE TO BE LOCATED 30" FROM EDGE OF L6.0 (4) N5 VERTICAL AND N HORRONTAL REBAR 4 PVC. AA ADJACENT PAVING OR BACK OF CURB. @12"0.0. w LAND USE 2'DIAMETER REVIEW SET E � Un moire �,da SCALE 314"= T-0" PARKING AREA LIGHTING. TYPE 4 AREA LED WITH INTERNAL SHIELD, WALL -MOUNT AT 12•-0•'. (PHILIPS GAROCO ECOFORM AREA LED ECF OR EQUIVALENT).. L6.0 2'CENTER OF POLE TO H- LANDSCAPEARCHITECTSH- YCENTER OF POLE TO EDGE OF PAVING OR BACK EDGE OF PAVING OR BACK I OF CURB OF CURB w ��ir as ti sn 6�oQoa 6a O GROUNDING CONDUCTOR CONNECT CL a o s a�wo LIGHT POLE O W m rc�8i GROUNDING CONDUCTOR AT 3�0: ca E goo oW ma w.5a 8 0) ...... 10-2nww GROUNDING TERMINAL INSIDE POLE a ?g TOP OF FOOTING FLUSH WITH om�N3ai w30 CONDUIT ENTRY VERIFY LOCATION OF FMICL TOP OF ADJACENT CURB 1�1G CONDUIT ENTRY INTO POLE 1.y JO C. ANDERSON OREGON U FINISH GRADE APE ARG z POLE ALIGNMENT SHIM POLE IF REQUIRED J J IL � W BY USING LEVELING WASHER. FILL VOIDS 0 U a WITH DRY PACK GROUT. i V W o W LL Y t'CHAMFER J z W W O 00 ZO O WJ unn iI : _ Z NOTES 1'= 20' - 0- 0"� TSCALE D' 10' 20' II Revisions ANCHOR BOLTS PROVIDED BY D MANUFACTURER INSTALLED BY w z CONTRACTOR MIN. 41" X 18° GALVANIZED i 0 �° I'. ANCHOR BOLTS TEMPLATE PROVIDED BY to 0 `4 O .v II MANUFACTURER 1. SEE DETAIL SHEET HEREIN FOR FIXTURE INFORMATION AND FOOTING d T z � U a LL ao DETAILS. m $ o Nm 15 s N POURED IN PLACE FOOTING d N p ' 408 PSI CONCRETE _ LIGHTING BRANCH CIRCUIT -- = _- CONDUIT PSCNEDULE 80 ° - ` .• L6.0 (4) N5 VERTICAL AND N HORRONTAL REBAR 4 PVC. @12"0.0. w LAND USE 2'DIAMETER REVIEW SET THIS DRAWING IS — NOT FOR CONSTRUCTION � FIXTURE LG FOOTINGFOR POLE MOUNT LIGHTS 08-27-2021 1%\ L H- LANDSCAPEARCHITECTSH- P wo.N�a w ��ir as ti sn 6�oQoa 6a O CL a o s a�wo 4�i uai � m O W m rc�8i �WCD 3�0: ca E goo oW ma w.5a 8 0) ...... 10-2nww s_ m o a ?g N 15 ran om�N3ai w30 FMICL I S Tgh� 1�1G 1.y JO C. ANDERSON OREGON U 8-13-19� APE ARG z 0 J J IL � W J 0 U a i V W o W LL Y J z W W O 00 ZO O WJ Q LL w � _ Z Q Q. 1'= 20' - 0- 0"� TSCALE D' 10' 20' •0 Revisions # Date Description to O K Q d � U a LL ao z m $ o Nm 15 s N d N p a L6.0 4 i 1 4T211 03- ,E;so---,ese ,Oso 1E+i ".L (E)1y E). I ... ., ' ;. \ VegetatedSA PRELIMINARY STORMWATER (4QU ;-,9w (3) GS GRP Tree Vit, 3 Large Shrub 10 10 Small Shrub 20 (5)BERORR Groundcover 402 --,. Sor (3)CISGRP 503 &A Vegetated S.F. Scheme B Plant Category Required (5) LON PIL Tree 3 3 STORMWATER PLANTS ARE ALSO LISTED ABOVE IN THE MASTER PLANT LIST. PLANTING SHALL 10 (HZELGRE 20 20 Groundcover CONFORM TO STANDARDS AS DEFINED IN EUGENE'S STORMWATER MANAGEMENT MANUAL. 402 UIT 2 WR =zoN PLANTING IS PRELIMINARY. FINAL SCHEME, PLANT TYPE, AND PLANT SIZE TO BE INCLUDED IN - a«(q2 � CONSTRUCTION DOCUMENTS. w e�zo 4� Deady fond Ferry Road S T,4 ti61 'd —(E) CP ( 31 a ¢•i,�• �.. (5)LON FLS ;j F RESEED ALL DIST PLANTING \ - --T °e MNJLCH = '1. 2)NYS (2)NYS ... ., ' ;. "� VegetatedSA PRELIMINARY STORMWATER (4QU Required (3) GS GRP Tree Vit, 3 Large Shrub 10 10 Small Shrub 20 (5)BERORR Groundcover 402 --,. Sor (3)CISGRP 503 &A Vegetated S.F. Scheme B Plant Category Required (5) LON PIL Tree 3 3 STORMWATER PLANTS ARE ALSO LISTED ABOVE IN THE MASTER PLANT LIST. PLANTING SHALL 10 (HZELGRE 20 20 Groundcover CONFORM TO STANDARDS AS DEFINED IN EUGENE'S STORMWATER MANAGEMENT MANUAL. 402 UIT 2 WR =zoN PLANTING IS PRELIMINARY. FINAL SCHEME, PLANT TYPE, AND PLANT SIZE TO BE INCLUDED IN - a«(q2 � CONSTRUCTION DOCUMENTS. w e�zo 4� S T,4 ti61 'd /� 1023 _ T. 9 OREGON U 8-13-19� \ Q \3 a \ - --T °e MNJLCH = '1. 2)NYS (2)NYS ... ., ' ;. "� VegetatedSA PRELIMINARY STORMWATER (4QU Required (3) GS GRP Tree Vit, 3 Large Shrub 10 10 Small Shrub 20 (5)BERORR Groundcover 402 UNIT 1 Sor (3)CISGRP 503 &A Vegetated S.F. Scheme B Plant Category Required (5) LON PIL Tree 3 3 STORMWATER PLANTS ARE ALSO LISTED ABOVE IN THE MASTER PLANT LIST. PLANTING SHALL 10 (HZELGRE 20 20 Groundcover CONFORM TO STANDARDS AS DEFINED IN EUGENE'S STORMWATER MANAGEMENT MANUAL. 402 UIT 2 WR =zoN PLANTING IS PRELIMINARY. FINAL SCHEME, PLANT TYPE, AND PLANT SIZE TO BE INCLUDED IN - a«(q2 � CONSTRUCTION DOCUMENTS. w e�zo 4� (10)CORKEL (2)CELOCC (61)FRA CHI (341) CAR TUM (10)OORKEL (1)KDE PM (10)ACECD (95)FRA CHI (10)GOR KEL - (1)KOE PAN (IO)CORKEL (2)CELOCC (10)ACEC12 (1)NYS SYL (27)LIRSU2 (1)ZE GRE (5)BER ow -(3J CIG GRP �. H)NEPWLO -t1)k0fNR L� , �. (3)LIR BIG MULCH m 1 1 I A J 1 (4)EUOWR (3) CIS GRP (3)SPI UT �� (3)QSGPP (4)CORKOU �(32)URBIG � R)COR KOU 121 CISGRP JNIT8 UNIT UNIT UNIT UNIT UNIT UNIT UNIT 1 1_ 110 - X11 �12 X13 _ X14 1 (8)VACOVA (22)HELHEN (HZELGRE -(8)HEL HEN - D)CIS GRP LEGEND 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. PROPOSED TREES AND SHRUBS 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. 5. 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. VEGETATED STORMWATER TREATMENT AREA 6. 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. T PLAN IS TO SCALE, INSTALL PLANTS IN SHOWN QUANTITIES AT SHOWN SPACING. BIKE PARKING (SHORT-TERM) MASTER PLANT LIST TRASH 7 RECYCLING ENCLOSURE MASTER PLANT LIST CONTAINS ALL PLANTS INCLUDING STORMWATER AREA PLANTS. BIKE PARKING PLANT SCHEDULE EXISTING DECIDUOUS TREE TO REMAIN TREES BOTANICAL NAME COMMONNAME SIZE QTY CEL OCC CELTIS OCCIDENTALIS COMMON HACKBERRY 1.5" CAL. 4 COR KOU CORNUS KOUSA KOUSA DOGWOOD 5' HT. 8 KOE PAN KOELREUTERIA PANICULATA GOLDEN RAIN TREE 1.5' CAL. 2 NYS SYL NYSSASYLVATICA BLACKTUPELO 2"CAL. 3 EXISTING CONIFEROUS TREE TO REMAIN ZEL GRE ZELKOVA SERRATA'GREEN VASE' GREEN VASE SAWLEAF ZELKOVA 2" CAL. 5 SHRUBS BOTANICAL NAME COMMON NAME SIZE QTY ACE Cl2 ACER CIRCINATUM VINE MAPLE 3GAL. 20 IRRIGATION SLEEVE BER ORK BERBERIS THUNBERGII'ORANGE ROCKET' ORANGE ROCKET JAPANESE BARBERRY 5GAL. 15 CIS GRP CISTUS X'GRAYSWOOD PINK' GRAYSWOOD PINK ROGKROSE 3GAL. 30 COR STO CORNUS STOLONIFERA REDTWIG DOGWOOD 3 GAL. 3 PROPOSED POLE MOUNTED LIGHT COR ISN CORNUS STOLONIFERA'ISANTI' ISANTI REOTWIG DOGWOOD 3 GAL. 3 COR KEL CORNUS STOLONIFERA'KELSEYI' KELSEY REDTWIG DOGWOOD 1M. 40 EXISTING STREET LIGHT TO REMAIN EUO UPR EUONYMUS JAPONICUS'GREEN SPIRE' GREEN SPIRE EUONYMUS 3GAL. 4 FOT AIR FOTHERGILLA GARDENII'MT. AIRY' DWARF WITCHALDER 3GAL. 1 HEL HEN HELIANTHEMUM NUMMULARIUM'HENFIELD BRILLIANT' HENFIELD BRILLIANT SUNROSE 1 GAL. 30 LON PIL LONICERA PILEATA PRIVET HONEYSUCKLE 3 GAL. 29 MAH AQU MAHONIA AQUIFOLIUM OREGON GRAPE 1 GAL. 49 OSM DEL OSMANTHUS DELAVAYI DELAVAYI OSMANTHUS 5 GAL, 3 SPI LIT SPIRAEA X BUMALDA'LTTTLE PRINCESS' LITRE PRINCESS SPIREA 3GAL. 8 VAC OVA VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 5GAL. 8 GROUND COVERS CODE BOTANICAL NAME COMMONNAME SIZE SPACING QTY j �!l CARTUM CAREXTUMULICOLA FOOTHILL SEDGE 4' 12"o.c. 662 n FRA CHI FRAGARIA CHILOENSIS BEACHSTRAWBERRY 4" 12"o.c. 217 LAW SLD LAWN SEED LAWN SEED 1'o.c. 778,551 UR BIG LIRIOPE MUSGARI'BIG BLUE' BIG BLUE LILYTURF 1 GAL. 24" o.c. 95 jLIR SU2 URIOPE MUSCARI'SILVERY SUNPROOF SILVERY SUNPROOF LILYTURF 1GAL. 24"o.c. 27 i j NEP WLO NEPETA X'WALKER'S LOW WALKER'S LOW CATMINT i GAL 24" o.c. 73 STORMWATER JUSTIFICATION Stor4nwafer4taNlgardenNort6'., ... ., ' ;. 503 s.t. VegetatedSA PRELIMINARY STORMWATER PLANT LIST Required (3) GS GRP Tree 13 3 Large Shrub 10 10 Small Shrub 20 (5)BERORR Groundcover 402 402 Sor (3)CISGRP 503 &A Vegetated S.F. Scheme B Plant Category Required (5) LON PIL Tree 3 3 STORMWATER PLANTS ARE ALSO LISTED ABOVE IN THE MASTER PLANT LIST. PLANTING SHALL 10 (HZELGRE 20 20 Groundcover CONFORM TO STANDARDS AS DEFINED IN EUGENE'S STORMWATER MANAGEMENT MANUAL. 402 lYy466 WR =zoN PLANTING IS PRELIMINARY. FINAL SCHEME, PLANT TYPE, AND PLANT SIZE TO BE INCLUDED IN - a«(q2 � CONSTRUCTION DOCUMENTS. w e�zo 4� S T,4 ti61 'd /� 1023 _ T. 9 OREGON U 8-13-19� Q a PLANT SCHEDULE RAINGARDEN N TREES BOTANICAL NAME COMMONNAME SIZE QTY \ �l \ J CEL OCC CELTIS OCCIDENTALIS COMMON HACKBERRY 1.5" CAL. 2 W J KOE PAN KOELREUTERIA PANICULATA GOLDEN RAIN TREE 1.5" CAL. 1 .J >- D I I-ess LI IL aora SHRUBS BOTANICAL NAME COMMONNAME SIZE QTY V 0 0 z° O ACE Cl2 ACER CIRCINATUM VINE MAPLE 3GAL. 10 i (3)CISGRP — (5)aER OPK V COR KEL CORNUS STOLONIFERA'KELSEYI' KELSEY REDTWIG DOGWOOD 1 GAL. 20 �. SCALE 1" = ZO' - 0" (4(CISGRP 7 i�� GROUND COVERS BOTANICAL NAME COMMONNAME SIZE SPACING QTY \A CARTUM CAREXTUMULICOLA FOOTHILL SEDGE 4" 12'o.c. 341 L)� FRA CHI FRAGARIA CHILOENSIS BEACH STRAWBERRY 4" 12"o.c. 61 \ wz i "V (11)LONK o (3;oSMDEL PLANT SCHEDULE RAINGARDEN S o: a EE QZ U o o_ a .0 z l m TREES BOTANICAL NAME COMMON NAME SIZE QTY • 3 r �}} Y Q CEL OCC CELTIS OCCIDENTALIS COMMON HACKBERRY t5" CAL. 2 wo oa LL KOE PAN KOELREUTERIA PANICULATA GOLDEN RAIN TREE 1.5" CAL. 1 rc a L7.0 SHRUBS BOTANICAL NAME COMMON NAME SIZE QTY (3)coasloA�\ V�,. ACE C12 ACER CIRCINATUM VINE MAPLE 3GAL. 10 ' \ .\ COR KEL CORNUS STOLONIFERA'KELSEYI' KELSEY REDTWIG DOGWOOD 1 GAL. 20 � L1 GROUND COVERS BOTANICAL NAME COMMONNAME SIZE SPACING QTY \---` CARTUM CAREX TUMULICOLA FOOTHILL SEDGE _ 4" 12"o.c. _ 341 \_ FRA CHI FRAGARIACHILOENSIS BEACH STRAWBERRY 4" 12'o.c. 61 STORMWATER JUSTIFICATION Stor4nwafer4taNlgardenNort6'., ... ., ' ;. 503 s.t. VegetatedSA Scheme B Plant Category Required Actual Plant Count Tree 13 3 Large Shrub 10 10 Small Shrub 20 20 Groundcover 402 402 Sor Storniwa�ki73h4garyenSouth.' 503 &A Vegetated S.F. Scheme B Plant Category Required Actual Plant Count Tree 3 3 Large Shrub 10 10 Small Shrub 20 20 Groundcover 402 402 LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 08-27-2021 + LANDSCAPE ARCNRECTS µ+ i o� 7�pp S"i Sor �parsH apo=�o o�ga m� O p�kyo - O3m LuLL pPz w"O lYy466 WR =zoN - a«(q2 � w e�zo S T,4 ti61 'd /� 1023 _ r JO C.ANDERSON 9 OREGON U 8-13-19� Q a Z J Z L) W J O G. a .J >- D I I-ess LI IL aora WZ w m u_ V 0 0 z° O oou O o z W V O oo N SCALE 1" = ZO' - 0" 7 i�� Revisions # Date Description wz w� o: a EE QZ U o o_ a .0 z l m • 3 r a; Y Q a Q 0 O o. o B wo oa LL rc a L7.0 D MANUFACTURERIMODEUDESCRIPTION CITY PSI M 0 vN TM O' '& HUNTER PROS-04-PRS30 SHORT RADIUS NOZZLES 1 30 2Q M 4Q 4H 6Q 6H TURF SPRAY, 30 PSI REGULATED 4.0" POP-UP. CO -MOLDED WIPER SEAL I WITH UV RESISTANT MATERIAL. \ 4 213 LI HUNTER PROSO4-PRS30 F STRIP SPRAY 25 30 ES LCs RCS CS SS TURF SPRAY, 30 PSI REGULATED 4.0" POP-UP. CO -MOLDED WIPER SEAL I WITH UV RESISTANT MATERIAL. 9� C� HUNTER PROS-04-PR830 5' RADIUS u Q H F TURF SPRAY, 30 PSI REGULATED 4.0" POP-UP. CO -MOLDED WIPER SEAL ioi€ WITH UV RESISTANT MATERIAL. m HUNTER PROS-04-PRS30 10' RADIUS 27 30 Q T H F TURF SPRAY, 30 PSI REGULATED 4.0" POP-UP. CO -MOLDED WIPER SEAL F CD 4E WITH UV RESISTANT MATERIAL. W O 4' * # U HUNTER PROS-04-PRS3012 RADIUS 4 30 Q T H U TO F ., $m 25,W-2 WITH UV RESISTANT MATERIAL 0'*HUNTER PROS-04-PRS3015' RADIUS 9 30 �n,SD TURF SPRAY, 30 PSI REGULATED 4.0" POP-UP. CO -MOLDED WIPER SEAL MIL p WITH UV RESISTANT MATERIAL. go N 5 � O Q 'a0 Q HUNTER PROW SHORT RADIUS NOZZLES 26 30 2a 2H 4Q 4H GQ 6H SHRUB SPRAY, 6.0" POP-UP. CO -MOLDED WIPER SEAL WITH UV �.y JO C. ANDERSON (~ RESISTANT MATERIAL. 8-13-19 ( HUNTER PROS -06 5' STRIP SPRAY 28 30 ES LOS RCS Cs SS SHRUB SPRAY, 6.0" POP-UP. CO -MOLDED WIPER SEAL WITH UV m J Q C6? OO HUNTER PROS -06 F RADIUS \ Q H F SHRUB SPRAY, 6.0" POP-UP. CO -MOLDED WIPER SEAL WITH UV W Z RESISTANT MATERIAL. Ca? L? 0 0 HUNTER PROS -06 8' RADIUS 4 30 Q T H F SHRUB SPRAY, 6.0" POP-UP. MMOLDED WIPER SEAL WITH UV IL Deadmond Ferry Road 10 m JD 0 HUNTER PROS -0610' RADIUS 18 30 a, SHRUB SPRAY, 6.0" POP-UP. CO -MOLDED WIPER SEAL WITH UV LL K RESISTANT MATERIAL. \ (12 i2 12 Poo HUNTER PROS -06 IT RADIUS 2 30 0 T H TT TQ F SHRUB SPRAY, 6.0" POP-UP. CO -MOLDED WIPER SEAL WITH UV �W O RESISTANT MATERIAL. QZ ® © O6 10 t2 is tJ HUNTER PROS -06 ADJUSTABLE ARC 3 30 ❑j Rf� ^.3E 08 - M _ . -tea .. a SCALE i" = 20' - 0" 0' 10' 20' ao' Revisions # Dale Description - 77,bi7_ W Z W O �a y QZ U E E J °- 0 9 T m Y N N W O F- (Q Q6 zQ SLEEVE FOR FUTURE USE a x F L8.0 T I MICROSPRAYS TO STREET I \ \ \ \ a Ti \i 4 Vnx w \ ,, 1 .r L14 I \x �.w I ","" � I ter"' I�.: »^" a -_) -'.V � t.. l-: 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. IN A MANNER 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 E 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, 6" 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 MANUFACTURERIMODEUDESCRIPTION CITY PSI M 0 vN TM O' '& HUNTER PROS-04-PRS30 SHORT RADIUS NOZZLES 1 30 2Q M 4Q 4H 6Q 6H TURF SPRAY, 30 PSI REGULATED 4.0" POP-UP. CO -MOLDED WIPER SEAL tt WITH UV RESISTANT MATERIAL. 4 213 LI HUNTER PROSO4-PRS30 F STRIP SPRAY 25 30 ES LCs RCS CS SS TURF SPRAY, 30 PSI REGULATED 4.0" POP-UP. CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 9� C� HUNTER PROS-04-PR830 5' RADIUS 2 30 Q H F TURF SPRAY, 30 PSI REGULATED 4.0" POP-UP. CO -MOLDED WIPER SEAL ioi€ WITH UV RESISTANT MATERIAL. m HUNTER PROS-04-PRS30 10' RADIUS 27 30 Q T H F TURF SPRAY, 30 PSI REGULATED 4.0" POP-UP. CO -MOLDED WIPER SEAL CD 4E WITH UV RESISTANT MATERIAL. W O 4' * # U HUNTER PROS-04-PRS3012 RADIUS 4 30 Q T H U TO F TURF SPRAY, 30 PSI REGULATED 4.0" POP-UP. CG -MOLDED WIPER SEAL $m 25,W-2 WITH UV RESISTANT MATERIAL 0'*HUNTER PROS-04-PRS3015' RADIUS 9 30 0 T H TT TQ F TURF SPRAY, 30 PSI REGULATED 4.0" POP-UP. CO -MOLDED WIPER SEAL MIL p WITH UV RESISTANT MATERIAL. go N 5 � O Q 'a0 Q HUNTER PROW SHORT RADIUS NOZZLES 26 30 2a 2H 4Q 4H GQ 6H SHRUB SPRAY, 6.0" POP-UP. CO -MOLDED WIPER SEAL WITH UV �.y JO C. ANDERSON (~ RESISTANT MATERIAL. 8-13-19 ( HUNTER PROS -06 5' STRIP SPRAY 28 30 ES LOS RCS Cs SS SHRUB SPRAY, 6.0" POP-UP. CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. J Q C6? OO HUNTER PROS -06 F RADIUS 3 30 Q H F SHRUB SPRAY, 6.0" POP-UP. CO -MOLDED WIPER SEAL WITH UV W Z RESISTANT MATERIAL. Ca? L? 0 0 HUNTER PROS -06 8' RADIUS 4 30 Q T H F SHRUB SPRAY, 6.0" POP-UP. MMOLDED WIPER SEAL WITH UV IL RESISTANT MATERIAL. 10 m JD 0 HUNTER PROS -0610' RADIUS 18 30 0 T H F SHRUB SPRAY, 6.0" POP-UP. CO -MOLDED WIPER SEAL WITH UV LL K RESISTANT MATERIAL. (12 i2 12 Poo HUNTER PROS -06 IT RADIUS 2 30 0 T H TT TQ F SHRUB SPRAY, 6.0" POP-UP. CO -MOLDED WIPER SEAL WITH UV �W O RESISTANT MATERIAL. QZ ® © O6 10 t2 is tJ HUNTER PROS -06 ADJUSTABLE ARC 3 30 SHRUB SPRAY, 6.0" POP-UP. CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. SYMBOL MANUFACTURERIMODELIDESCRIPTION AREA TO RECEIVE DRIPLINE HUNTER HDL -0412 -CV HDL -0412 -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",1-112", 2" ELECTRIC REMOTE CONTROL VALVE, GLOBE. W SHUTOFFVALVE ,1BF,, WATTS 0071-1n" MAX. FLOW RATE IS 7.5 FVS. M WATER METER 1-1l2' IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 "'----� -m-- ----- IRRIGATION MAINLINE: PVC SCHEDULE 40 - - - - - - - = PIPE SLEEVE: PVC SCHEDULE 40 `,. Valve Numbee -- vaHe slre 'r VALVE SCHEDULE VALVE SCHEDULE NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI0 POC PRECIP 2 RAIN BIRD PGA GLOBE 1" SHRUB SPRAY 16A7 39.37 44.99 0.64 inlh 3 RAIN BIRD PGA GLOBE 1" SHRUB SPRAY 8.69 36.42 40.84 1.32 inlh 4 RAIN BIRD PGA GLOBE 1-112" SHRUB SPRAY 26.46 34.69 1.21 inm 6 RAIN BIRD PGA GLOBE 1" SHRUB SPRAY 14.32 41.42 46.66 1.19 inlh T-1 RAIN BIRD PGA GLOBE 1-112" TURF SPRAY 35.41 35.79 46.98 1.03 imb T-5 RAIN BIRD PGA GLOBE 1-11T TURF SPRAY 30.86 37.6 46.94 1.3 infh LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 08-27-2021 H• LANDSCAPE ARCHITECTS -H tt wom�o rs�wi =opo= �o X12 ioi€ O IL o��o O w' �• uj CD 4E oioF�W W O S�Frc? z ix tp 4d CL z $m 25,W-2 MIL p go N C3 S TE4j� ti �.y JO C. ANDERSON (~ OREGON L 8-13-19 PIPE A � J J F_ W Z J a. IL ZO wo LL K 4q OLL K O Z O O �W O LL QZ p W K n SCALE i" = 20' - 0" 0' 10' 20' ao' Revisions # Dale Description W Z W O �a y QZ U E E J °- 0 9 T m Y N N W O F- (Q Q6 zQ rc a x F L8.0 u^ CONDITION + LANDSCAPE ARCHITECTS + v 1. S" MAPLE FAIR „7., �v�jrN fE)i+. - tr1141 (g L4! jS—fEr'11J--_-fir � ry sy 2.8FTFILBERTCLUMP T 1 O m T- i-JSD-.�Y'U !1\ 3. T HOLLY CLUMP OF B FAIR 6iSm T X / X I ;c; ,_ ,r is; ✓ ; .vi agwrc jw X pwao3oa Deadmond Ferry Road 5. 8FT FILBERT CLUMP FAIR w t X t e. 8FT FILBERT CLUMP FAIR i� SO C. ANDHRSON X 9 OREGON U 8-13-19 7. 8"SNAG POOR a 41 -- -'�\ -- 12" CHERRY 8. 7FT FILBERT CLUMP FAIR vA° 10, FAIR wa11) X �1 ..u7S 9. 10"COTTONWOOD FAIR �0 -\7 X TREE PROTECTION FENCING 3t 10. 1TCHERRY FAIR A LL ' X oc WW 11. FAIR It. 10"CHERRY FAIR V� ) o Z Lu X ��/ O Q W O Ids cep n W D N 1 I -r D 10' 20' 40' Revisions # Date Descrip8on K u^ x� 1, FAIR I � d v 8' FILBERT 2, FAIR ---3" HOLLY CLUMP OF 6 <X� 3, FAIR a F 36" MAPLE 4, FAIR i - - 8FT FILBERT CLUMP 5. FAIR i. cry, c_ I r t- Os gs os — �—L,.' a ' " 1 ! mow- I I I i .mer.." I, ," I I m I; N._."" O'o 8FT FILBERT CLUMP 6, FAIR 8" SNAG 7, POOR _.. _ 7FT FILBERT CLUMP 8, FAIR b ---10" COTTONWOOD 9, FAIR CONDITION + LANDSCAPE ARCHITECTS + v 1. S" MAPLE FAIR 'L �Id:S5.76 fE)i+. - tr1141 (g L4! jS—fEr'11J--_-fir Nr11 —411'b 2.8FTFILBERTCLUMP T 1 O m EEW� A 3. T HOLLY CLUMP OF B FAIR 6iSm X ;c; ,_ ,r is; ✓ ; .vi x� 1, FAIR I � d v 8' FILBERT 2, FAIR ---3" HOLLY CLUMP OF 6 <X� 3, FAIR a F 36" MAPLE 4, FAIR i - - 8FT FILBERT CLUMP 5. FAIR i. cry, c_ I r t- Os gs os — �—L,.' a ' " 1 ! mow- I I I i .mer.." I, ," I I m I; N._."" O'o 8FT FILBERT CLUMP 6, FAIR 8" SNAG 7, POOR _.. _ 7FT FILBERT CLUMP 8, FAIR b ---10" COTTONWOOD 9, 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 4. HAZARDOUS TO FUTURE RESIDENTS 5. TECHNICAL FELLING chyi �8'/�. 4PPy"hbGF SIZE'TYPE CONDITION + LANDSCAPE ARCHITECTS + SATRE GROUP 1. S" MAPLE FAIR \ r 2.8FTFILBERTCLUMP FAIR O m EEW� A 3. T HOLLY CLUMP OF B FAIR 6iSm X 4. 36"MAPLE FAIR �8�zao» F R 0 r agwrc jw X pwao3oa W 5. 8FT FILBERT CLUMP FAIR w X e. 8FT FILBERT CLUMP FAIR i� SO C. ANDHRSON X 9 OREGON U 8-13-19 7. 8"SNAG POOR U -- -'�\ -- 12" CHERRY 8. 7FT FILBERT CLUMP FAIR vA° 10, FAIR wa11) X �1 9. 10"COTTONWOOD FAIR �0 a X - '10" CHERRY 10. 1TCHERRY FAIR A LL ' X oc WW 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 4. HAZARDOUS TO FUTURE RESIDENTS 5. TECHNICAL FELLING chyi �8'/�. 4PPy"hbGF SIZE'TYPE CONDITION + LANDSCAPE ARCHITECTS + SATRE GROUP 1. S" MAPLE FAIR X r 2.8FTFILBERTCLUMP FAIR O m EEW� X 3. T HOLLY CLUMP OF B FAIR 6iSm X 4. 36"MAPLE FAIR �8�zao» F R 0 r agwrc jw X pwao3oa W 5. 8FT FILBERT CLUMP FAIR w X e. 8FT FILBERT CLUMP FAIR i� SO C. ANDHRSON X 9 OREGON U 8-13-19 7. 8"SNAG POOR U X Z 8. 7FT FILBERT CLUMP FAIR wa11) X 9. 10"COTTONWOOD FAIR �0 a X 10. 1TCHERRY FAIR �> LL a X oc WW Z LL� It. 10"CHERRY FAIR V� ) o Z Lu X ��/ O Q W O yid LEGEND --•a--" -. .«.- �...•e.. PROPERTY LINE EXISTING CONTOUR LIMIT OF DISTURBANCE 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. 5. ALL SITE ACCESS TO BE FROM EXISTING ACCESS POINT. 6. EXCAVATION AROUND TREE: DO NOT CUT LATERAL OR TAP ROOTS. USE NARROW TINE SPADING FORKS AND COMB SOIL TO EXPOSE ROOTS. RELOCATE ROOTS BACK INTO BACK FILL AREAS WHEREVER POSSIBLE. IF LARGE LATERAL ROOTS ARE ENCOUNTERED, EXPOSED BEYOND EXCAVATION LIMITS AS REQUIRED TO BEND AND RELOCATE WITHOUT BREAKING. IF ROOT RELOCATION IS NOT PRACTICAL, CUT ROOTS APPROXIMATELY 3" BACK FROM NEW CONSTRUCTION. DO NOT ALLOW EXPOSED ROOTS TO DRY OUT BEFORE PERMANENT BACKFILL IS PLACED. PROVIDE TEMPORARY EARTH COVER OR PACK WITH WET PEAT MOSS. TEMPORARILY SUPPORT AND PROTECT ROOTS AGAINST DAMAGE UNTIL PERMANENTLY LOCATED AND COVERED WITH MOIST BACK FILL. 7. PRUNING: BRANCH PRUNING SHOULD BE LIMITED TO BROKEN, DEAD AND CROSSING LIMBS. THE BRANCHES SHOULD NOT BE CUT TO COMPENSATE FOR ROOT LOSS. CANOPY PRUNING MAY INCLUDE CONFLICTS WITH BUILDING CONSTRUCTION AND SOME THINNING TO PROVIDE LESS WIND RESISTANCE IF ROOT LOSS COULD CAUSE POTENTIAL BLOW DOWN. 8. ALL TREES ASSESSED ON SITE AND NOTED FOR CONDITION BY LICENSED LANDSCAPE ARCHITECT. LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 08-27-2021 + LANDSCAPE ARCHITECTS + SATRE GROUP r o$o O m EEW� (L O m 6iSm K Tj m o. �8�zao» F R 0 r agwrc jw � � V y pwao3oa W E p G w STEQ' 4 nlo�„ d i� SO C. ANDHRSON F, 9 OREGON U 8-13-19 U J Z wa11) 1�-z �0 a L1. �> LL a o oc WW Z LL� p z o V� ) o Z Lu < ��/ O Q W O Ids cep n W D N SCALE 1"=20'-0" D 10' 20' 40' Revisions # Date Descrip8on wz w3 ¢a ao m e r y K u 0 S L9.0 f ALLOW ROOM FOR MULCH 49 EDGES HOLO FINISH GRADE LEVEL FOR FIRST 15',NEH @ HFAD CF PARHING STALL FINISHGRADE IS TOP OF SOIL. MULCH IS IN ADURIOW PLANTING SACKFRL MULCH 6:Y SLOPE � EDGE. HOLO NULCH I" BELOW TOPOF PAVEMENT __ aK 4 TYPICAL PLANT BED PROFILE N.TS. ELECTRICAL - CONOUR(HOT BOX WIRING) n HOTBOXL62FROSTPROOF ENCLOIR RE -GREEN SECIFSPECIFIED IED OEVICEAS CONCRETE PAD 4" DEPTH COMPACTED CRUSHEDROCKBASE NOTES: 1. CONTRACTOR TO VERIFY INSTALLATION SPACE FOR BACKFLOW DEVICE IN ENCLOSURE PRIOR TO ORDERING, 2. BAGffLOWASSEMALYMAY BE LOCATED INDOORS IN LIEU OF SHOWN INCLOSURE. LO,iDITMTE WRH GENERAL CONTRACTOR, 2. CONFIRMBACKFLOWINSTALLATIONHPGHTASNECESSARYWIMMLEGALLIMNFTOFAGLITATEEABEOFTESTMG. 3. AN CHORENCLOSURETOPMO WEUFIEDBYMANIJFACi11RER 4. PROVIDE LOCKING MECHANISM FOR CABINET. REDUCED PRESSURE WALL iX7 DIA CONDIIN AND FITTINGS - PhNTTO MATCH WALL SCHEDULE W PVC WIRES TO REMOTE CONTROL VI 90°ELL -tJ CIA. CONDUIT 9CONTROLLER AND MOUNT N.T.S. ASSEMBLY UNDISTURBED OR LIGHTLY COMPACTED SUBGRADE TREETIES'+ 4 GUY WIRE SPACING Grow Straight wawd j TREE STAKES ° STAKE 351DE'TX + MULCH + 2"X24"HMDWOOD HOLD 4" DEEP MULCH SFAKES SATRE IMPORTANT: 2 -MOM TRUNK GROUP » m �o MULCH PIAN1'SAUCER ROOT CROWN TO BE A MINIMUM r �poa�a FORM 3"RIM ao2�x OF6"gBOVE FINISH GRgOE. 0 OD d 'm'�uwoa IMPORTANT: DI W ac -LL $loom maw>az O �.N..O £O aoagm FINIISH GRAOE4"ABOVE ROOT CROWN TO BE A MINIMUM OF a (qoT - > W � C H F3mmo 4" ABOVE FINISH GRADE- HH.3` I-Lrna S T'4 SOI ` J\ t-( TO O. ANDERSON 9 OREGON U RANTTA&ET(5} PER MANUFACTURERS PAT, E O FINISH GRADE WANf11Y HIGH N J a W O J I FILLHMILFWAYANDWATFR- l/a ,BACKHLL 0 a THOROUGHLYBEFOREBACKFILUNG. V LL r PROVIDE A MINIMUM OF IA OF NOISFURBED 0 0 O 0 Z C 0 O J TREE PEDESTAL LL J Q o z of IL TOPSOIL. FILL HALFWAY AND OR COMPACTED SUBORADE PREPARE SUBSOIL TO PREVENT ROUGHENROOM II_I ME WATERTHOROUGHLYBEFORE SERLING =, �111J- 1i-1 BACKFILLING. p�TLTL L L �. 2X DIAMETER NOTE: PLUMUNGBACKFILL IIrI II 1(111 LII I' OF ROOTBALL REMOVETREETIESATONEYEARWARRANTY 2 DECIDUOUS TREE PLANTING N.T.S. NOTES: 1. PROVIDE SLEEVING TO ALL ALL RANTING AREAS AS DETERMINED IN THE FIELD 2. EXTEND SLEEVE A MINIMUM OF I'-0" BEYOND PAVING 3. EDGES, EXCEPT WHERE THE SLEEVE IS FM FUNRE USE EXTEND SLEEVE 24" BEYOND PAVING EDGE&CAP ENDS PRIOR TO BACKFILLING, F I .' COMPACTBABE An +A g ANTERIAL SCHE W LE 4B I RRIGATION SLEEVE. FEE PLAN FOR SIE & LOCATION. I—�COMPACTSUBGRADE 6 IRRIGATION SLEEVE N.T.S. CONIFEROUS TREE PLANTING NOTES tUSE TEFLON TAPE ON ALL THREADED PIPE JOINTS. 2. CONSTRUCT AND INSTALL VALVE SUMP AS SPECIFIED. 3. SET ENCLOSURE ON FIRM LEVEL SUPPORT, ON CONCRETE BRICKS ON SURFACE OF VALVE SUMP. VALVE BOX. SHUTOFF VALVE SET TOP OFSOX FLUSH WITH FINISH GRADE. TOP OF MULCH-AYER UNION COUPLING EACH SIDE OF I [— CONtROL VALVE (4)2'X6'%8' CONCRETE BRICK — SEF ON FIRM LEVEL SUPPORT ON SURFACE OF VALVE SUMP PIPE BACKFILL J I PIPE BEDDING J IRRIGATION FILTER FAN LCATION LATERAL ZMPALTEp 9UBGFAOE CONIROLVALVESUMP PROVIDE 4" MIN, VALVE CLEARANCE. MIN. 4- SUMPOEPTH. AUT IMATIC CONTROL VALVE 7 CONTROL VALVE ASSEMBLY N.T.S. SHRUB PLANTING N.T.S, NOTES: 1. USE TEFLON TAPE CH ALL THREADED PVC JOINTS. 2 USE BOTTOM INLET ON ALL SPRINKLERS. FINISHGRADE INSTALL MRIG. HEAD FLUSH WITH TOP OF MULCH AT PLANT BERG POPLPSPNAY SPRINKLER PVC SCH W TEE OR ELL PIPE ASSEMBLY IRRIGATION LATERAL POP-UP SPRAY HEAD ASSEMBLY t6" ,V LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 08-27-2021 11 + LANDSCAPE ARCHITECTS + SATRE GROUP » m �o U��u> z LLrm r �poa�a ao2�x 0 OD d 'm'�uwoa IL DI W ac -LL $loom maw>az O �.N..O £O aoagm a (qoT - > W � C H F3mmo G HH.3` I-Lrna S T'4 SOI t-( TO O. ANDERSON 9 OREGON U 8-13-19 N J a W O J J l/a 0 a V LL r z 0 } a — Z LL 0 0 O 0 Z C 0 O J � a G LL J Q o z of IL Revisions M Date NseNPbon W Z W Ofa 0 2 m v IS o T$ o o U U o o a IZ'L L10.0 11 LEGEND EXISTING WATER VALVE SITE PROPERTY UNE ® WATER METER CURB BOLLARD EDGE OF AC PAYING WASTEWATER MANHOLE WATER UNE STORMWATER MANHOLE WASEWATOR SEWER CURB INLET STORM WATER POWER POLE OVERHEAD WINES —- FENCE ONE - l . J ELEVATION CONTOUR rw WATER VALVE WATER HYDRANT ® WATER METER o BOLLARD I& WASTEWATER MANHOLE '} STORMWATER MANHOLE CURB INLET - POWER POLE e-4 STREET LIGHT TELEPHONE RISER l . J CONCRETE V ' �,� r BUILDING u DECIDUOUS TREE CONSTRUCTION NOTES PROPOSED —w—w- -w—LL— V Y V WATER PIPE WASTEWATER PIPE STORMWATER PIPE FIRE LINE ELECTRIC ONE JOINT UTILITY TRENCH CLEAN OUT CATCH BASIN AREA DRAIN 24" PVC BASIN BACKWATER VALVE LIGHT POLE TIRE HYDRANT i0l FOW CONSTRUCT 4' 4' X 4' S.U.B PAD MOUNT ELECTRICAL SERVICE. COORDINATE ELECTR14L SERVICE AND TRENCHING WITH S.U.B. INSTALL S.U.B ELECTRICAL METERS. COORDINATE ELECTRICAL SERVICES WITH S.U.B. COORDINATE WITH COMCAST AND CENTURY LINK FOR TELECOMMUNICATIONS INFRASTRUCTURE. 704 COORDINATE ELECTRICAL CONNECTION WITH S.U.B 105 INSTALL NEW ELECTRIC, AND COMMUNICATION SERVICE LINES IN JOINT U71LITY TRENCH, COORDINATE WITH APPROPRIATE COMPANIES FOR EACH SERVICE. 200 CONNECTION TO EXISTING WATER LINE. CONTRACTOR TO COORDINATE WITH S.U.B TO VERITY EXISTING LINE LOCATION AND WATER SERVICE NEEDS. 207 FURNISH AND INSTALL NEW 1" IRRIGATION METER & BACKFLOW. SEE S.U.B. DRAWING W2.00, DETAIL 8 ON SHEET C2. 202 FURNISH AND INSTALL NEW BACK FLOW PREVENTOR, SEE S.U.B. DRAWING W2.00, DETAIL 8 ON SHEET C2. 205 INSTALL NEW T' WATER LINE. TRENCH PER DETAIL 1, SHEET C2. 206 INSTALL NEW WATER LINE TO PRIME AREA DRAIN P -TRAP. 210 INSTALL WATER CONNECTION TO BUILDING. 217 INSTALL NEW 4" WATER LINE. TRENCH PER DETAIL 1, SHEET C2. COORDINATE SERVICE WITH S.D.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 Y'" DOMESTIC WATER METER FOR SINGLE FAMILY RESIDENCE. COORDINATE WITH S.V.B. 300 CONNECTION TO EXISTING WASTEWATER LATERAL. 301 FURNISH AND INSTALL 6" WASTEWATER PIPE ® 2% SLOPE MINIMUM. TRENCH PER DETAIL 1, SHEET C2. 3D2 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. 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. 402 FURNISH AND INSTALL 6' STORMWATER PIPE WITH TRACER WIRE AT 0.5% MIN. SLOPE UNLESS OTHERWISE NOTED IN PLANS. TRENCH PER DETAIL 1, SHEET C2. 403 FURNISH AND INSTALL 8' STORMWATER PIPE WITH TRACER WIRE Al 0.5% MIN, SLOPE UNLESS OTHERWISE NOTED IN PLANS. TRENCH PER DETAIL 1, SHEET C2. 406 FURNISH AND INSTALL NEW STORM CLEAN DOT. ADDITIONAL CLEANOUTS MAY BE NEEDED. FURNISH AND INSTALL TO MEET OREGON PLUMBING SPECIALITY CODE SEE DETAIL 2, SHEET C2. 407 FURNISH AND NEW DUAL CHAMBER CATCH BASIN SEE DETAIL 6, SHEET C2. 409 INSTALL SOAKAGE TRENCH. DRAIN ROCK SECTION 6.5'W X 3'D WITH TWO(2) 24' PERFORATED PIPES CENTERED IN THE ROCK, LENGTH PER PLANS. SEE DETAIL 7, SHEET C2. 410 INSTALL SOAKAGE TRENCH. DRAM ROCK SECTION 8'W X 3'D WITH THREE(3) 24" PERFORATED PIPES CENTERED IN THE ROCK. LENGTH PER PLANS. SEE DETAIL 7, SHEET C2. 411 INSTALL SOAKAGE TRENCH. DRAM ROCK SECTION 5"W X 3'D WITH 24' PERFORATED PIPE CENTERED IN THE ROCK. LENGTH PER PLANS. SEE DETAIL 7, SHEET C2. 427 INSTALL OVERFLOW WEEPHOLE TO THE CURB PER CIN 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'Lx8 D). LINE UNDERSIDE OF RIP RAP WITH FILTER FABRIC. 424 FURNISH AND INSTALL NEW DITCH INLET PER STORM REPORT DESIGN. 425 CONSTRUCT RAIN GARDEN TREATMENT FACILITY PER CIN OF EUGENE STORMWATER MANAGEMENT MANUAL AND DETAIL 10 SHEET C2. 426 INSTALL 24" PVC BASIN FOR MAINTENANCE ACCESS. 427 INSTALL FRENCH DRAIN PER DETAIL 5 ON SHEET C2. 428 INSTALL BACKWATER VALVE TO ENSURE STORMWATER CAN ONLY FLOW TO THE NORTH. 429 INSTALL BACKWATER VALVE TO ENSURE STORMWATER CAN ONLY FLOW WEST TO STORAGE TRENCH. 2 Branch Engineering, Inc. SAN MH RIM:435.48 anLL REQUIREMENTS. Panch INEERING-. Since 1977 7 #7922PE �r `� LAIGITALLY SIGNED \N PAZj�/ EXPIRES: DECEMBER 31, 2022 project title: N HV E -t J ��M W �0 Ind o- r� �l Ind Ce 0W o ad 0 Ie W U W U O Z O o Q Ty ""y Q W �Q a bmd oZ t1 W o Z Q ^� 00 a fV to revisions: date: AUG. 27, 2021 drawn by: TH designer: NBP project no: 20-517 UTILITY PLAN sheet: Cl WITHIN I OUTSIDE PAVED AREA PAVED AREA PAVING STRUCTURE 3" MIN. BEDDING I 6" MIN. PIPE SIZE AND TYPE PER PUNS RISER O.D. UNDISTURBED CAST IRON FRAME AND COVER pLUS I/2" MIN. FINISHED GRADE SOIL ADJUST TOP TO MATCH FINISHED GRADE - 2" MIN. 6" NATIVE Z I Ll 1 A Y q" BACKFILL PROVIDE 1/4- CLEARANCE I 0 3 BETWEEN CONCRETE PAD 14 HOOP CENTERED IN n AND RISER PIPE. 2" COMMERCIAL GRADE CONCRETE .. MIN. 4" PAD (WITHIN TRAFFIC AREAS ONLY) MECHANICAL PLUG MIN. 6" MIN. R WIRE AS LOCAL CODE NOTE AT CONTRACTORS OPTION, MULTIPLE UTILITIES MAY BE LOCATED IN THE SAME TRENCH. CONTRACTOR Sib VERIFY AND COMPLY WITH LOCAL AND STATE CODES ON UTILITY SEPARATION REQUIREMENTS. HORIZONTAL SEPARATION BETWEEN JOINT TRENCH UTILITIES SHALL BE 12" OR GREATER. COMPACTED 3/4'-0 CRUSHED ROCK SLOPE NOTE L CASTING SHALL MEET HS20 LOAD REQUIREMENTS. 2. PROVIDE RISER SIZE AND MATERIAL TO MATCH CARRIER PIPE. (4- MAX SIZE) J. ALL CONCRETE SHALL BE COMMERCIAL GRADE CONCRETE. 4. PROVIDE TRACER WIRE AS REQUIRED BY LOCAL CODE. 5. ADDITIONAL CLEANOUTS MAY BE NEEDED. INSTALL PER OREGON PLUMBING SPECI4Lf1Y CODE. -BEDDING (SEE TYPICAL TRENCH DETAIL) -UNDISTURBED SUBGRADE WALL 3" PEA GRAVEL CAP t t' EL 440.00 EL 439.00 P 4" SCH 40 PERF PIPE 12" �+ ENCASED WITH 4" OF 3/4" OPEN CRUSHED ROCK, WRAPPED IN GEOTEXBLE FABRIC. NOTE ALTERNATIVE TO FRENCH DRAIN MAY BE EZ -FLOW MANUFACTURED PRODUCT. SUBMIT PRODUCT FOR APPROVAL. lOTYPICAL TRENCH DETAIL O CLEANOUT I O FLOOR DRAIN FOR TRASH ENCLOSURE 10 DOWNSPOUT CONNECTION & CLEANOUT 10 FRENCH DRAIN I SCALE N.T.S. SCALE. N.T.S. SCALE. N.T.S. SCALE N.T.S. SCALE' N.T.S. 1/8" MESH LEAF SCREEN OR 90 DEGREE INSPECTION NOTE: 24" PERFORATED PVC PIPE WITH TURNDOWN CONTACT ENGINEER PRIOR TO ROCK INSTALLATION PERFORATIONS FACING DOWN. STORMWATER PIPING 6" MIN TOPSOIL COVER6" OUTLET PIPE ARRANGE IN TRENCH PER PLANS. SYSTEM AT 19" MINIMUM (MAY COVER 24" FOR PVC COVER FOR INSPECTION AND APPROVAL TO ENSURE FOSSIL FILTER INSERT SLOPE PIPING SLOPE ® 1/8:12 GARDENING PURPOSES) ACCEPTABLE NATIVE BASE MATERIAL. SCARIFY BICYCLE -PROOF (7181-72 ( MIN ) BASE PRIOR TO ROCK INSTALLATION. GRATE FILTER FABRIC LINER PVC PIPING FROM INLET & OUTL T PIPPING TO 24" PERFORATED PVC PIPE LOCKABLE COVER SI COVER ON ALL PIP GINRAINS BED [j;f47" MINUS BE ON PIPE SLOPE GRADE SIDES &TOP CRUSHED ROCK, PEA NOTES ROCK, OR CLEAN SAND z VERIFY OUTLET INVERT REQUIREMENTS PRIORIIitl TO ORDER. VNEIE5 PFR RAN A INLET PIPE) 24"0 PVC .. . TEE PIPE SECTION TRAP NOTES BACKFIL WITH < - R <' `< STONEY MATERIAL - �A 6' PIPE, SE NOTES Y - - 1. PRIVATE SILT/DEBRIS TRAP W/ MIN. 18" SUMP TO PREVENT - \ 36" DISPLACEMENT /% i i�\��/ /��� ��/ �/" 2. MIN 18" DIA. PIPE OR PREFAB BOX W17H GRADE OR LID. 3.CLE N TRAP ANNUALLY AT ONSET OF THE WET SEASON. MI SEDIMEN / OF BASI T MN AREA / i A� A/� �% FILTER FABRIC VAVAAVAA VAA V "FERNCO" SOAKAGE // �/ // HUBBLESS SOAKAGE TRENCH TRENCH 24" PVC 1-1/2" OR 3/4" OPEN /\/\ 24" /\ CONNECTOR INTERCEPT BASIN ACCESS BASIN GRADED DRAIN ROCK FROM ROOF, AND \\ \\ \ CLEAN ANNUALLY AT ONSET FOOTING DRAINS CAP ENDS OF PIPING OF THE 'AEI SEASON. UNDISTURBED (TYPICAL) NATIVE SOIL SE A, SLOPE FOR STABILITY DURING CLEANOUT ED LID GED SOAKAGE TRENCH INTERCEPT / TONOR OSHA CONSTRUCTION - CONFORM SOAKAGE TRENCH SECTION VIEW �G) BASIN ( SEE SECnoN) G SPECIAL NOTES: ^`�J UNDISTURBED SOIL OR "GIBSON STEEL" OR "LYNCH" 1. PIPING WITHIN 5 FT OF BUILDINGS MUST BE SCHED. 40 ENGINEERED FILL MANUFACTURED 10 ga. STEEL CATCHSOAKAGE 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 10ft FROM NEAREST BASIN (SEE TRAP NOTES) 3" MINIMUM COMPACTED CRUSHED ROCK BEDDING POINT OF RESIDENCE, AN 10FT FROM PROPERTY LINES. J. ENSURE BOTTOM OF THE SOAKAGE TRENCH REACHES BAR }0' MIN. BUILDING SETBACK RUN GRADES (3'-6' BELOW EXISTING GRADE). OVER - EXCAVATE AND BACKFILL WITH DRAIN ROCK AS NEEDED. TO SOAKAGE TRENCH O DUAL CHAMBER CATCH BASIN WITH FOSSIL FILTER INSERT O SOAKAGE TRENCH SCALE: N.T.S. SCALE: N.T.S. ATTACHMENT D 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 DOWN SPOUT — BY OTHERS FLOOR DRAIN project no: iI ,.. 8' MIN 1 S.U.B. TRASH ENCLOSURE METER 6"MIN _ OVERHEAD .......... CONCRETE FLOOR (SEE P� / 3"MIN I TILE ADAPTER (SIZE PER DOWNSPOUT) ARCHRECTS PLANS FOR GRADE _Ijjm 1 11 1 I IEIII Wmlll =:djJM 11 II _ I IIF_ III PROFILE = III- S.U.B. I — VIEW = DETAILS) METER 1 I SUB CROSS -CONNECTION CONTROL PROGRAM STANDARD REFERENCE: - Section A PmAnslallation Cross Connection Gond Requirements FRAME & COVER - Section XIII Bad low Assembly Installation Guidelines " Sections XI -XIV, in addition to the complete Cross Connection ConbeI Program Requiremerns, are available at: MIP://www.sububl.wmfwaWrimss-connecio tral-and-backRow-prolecbonI SCALE: N.T.S. FINISH GRADE TRAP PRIMER CONNECTION DRAWING NUMBER DRAWN BY: EJN /��//��V WZ.V WATER QUALITY: O ADAPTER 2"&SMALLER ENGINEERING REVISED:6 2 2015 HUB & SPIGOT Ice EIGHTH BEND SEWER AND GRAIN PIPE MECHANICAL PLUG W a \ `P" TRAP ce COMPACTED CRUSHED \ WYE ROCK wO �Z ` 1 LLW O >!� Z12 Z 0 O SEE SITE PLAN FOR OO LOCATION & SIZE OF SO 3" PEA GRAVEL CAP t t' EL 440.00 EL 439.00 P 4" SCH 40 PERF PIPE 12" �+ ENCASED WITH 4" OF 3/4" OPEN CRUSHED ROCK, WRAPPED IN GEOTEXBLE FABRIC. NOTE ALTERNATIVE TO FRENCH DRAIN MAY BE EZ -FLOW MANUFACTURED PRODUCT. SUBMIT PRODUCT FOR APPROVAL. lOTYPICAL TRENCH DETAIL O CLEANOUT I O FLOOR DRAIN FOR TRASH ENCLOSURE 10 DOWNSPOUT CONNECTION & CLEANOUT 10 FRENCH DRAIN I SCALE N.T.S. SCALE. N.T.S. SCALE. N.T.S. SCALE N.T.S. SCALE' N.T.S. 1/8" MESH LEAF SCREEN OR 90 DEGREE INSPECTION NOTE: 24" PERFORATED PVC PIPE WITH TURNDOWN CONTACT ENGINEER PRIOR TO ROCK INSTALLATION PERFORATIONS FACING DOWN. STORMWATER PIPING 6" MIN TOPSOIL COVER6" OUTLET PIPE ARRANGE IN TRENCH PER PLANS. SYSTEM AT 19" MINIMUM (MAY COVER 24" FOR PVC COVER FOR INSPECTION AND APPROVAL TO ENSURE FOSSIL FILTER INSERT SLOPE PIPING SLOPE ® 1/8:12 GARDENING PURPOSES) ACCEPTABLE NATIVE BASE MATERIAL. SCARIFY BICYCLE -PROOF (7181-72 ( MIN ) BASE PRIOR TO ROCK INSTALLATION. GRATE FILTER FABRIC LINER PVC PIPING FROM INLET & OUTL T PIPPING TO 24" PERFORATED PVC PIPE LOCKABLE COVER SI COVER ON ALL PIP GINRAINS BED [j;f47" MINUS BE ON PIPE SLOPE GRADE SIDES &TOP CRUSHED ROCK, PEA NOTES ROCK, OR CLEAN SAND z VERIFY OUTLET INVERT REQUIREMENTS PRIORIIitl TO ORDER. VNEIE5 PFR RAN A INLET PIPE) 24"0 PVC .. . TEE PIPE SECTION TRAP NOTES BACKFIL WITH < - R <' `< STONEY MATERIAL - �A 6' PIPE, SE NOTES Y - - 1. PRIVATE SILT/DEBRIS TRAP W/ MIN. 18" SUMP TO PREVENT - \ 36" DISPLACEMENT /% i i�\��/ /��� ��/ �/" 2. MIN 18" DIA. PIPE OR PREFAB BOX W17H GRADE OR LID. 3.CLE N TRAP ANNUALLY AT ONSET OF THE WET SEASON. MI SEDIMEN / OF BASI T MN AREA / i A� A/� �% FILTER FABRIC VAVAAVAA VAA V "FERNCO" SOAKAGE // �/ // HUBBLESS SOAKAGE TRENCH TRENCH 24" PVC 1-1/2" OR 3/4" OPEN /\/\ 24" /\ CONNECTOR INTERCEPT BASIN ACCESS BASIN GRADED DRAIN ROCK FROM ROOF, AND \\ \\ \ CLEAN ANNUALLY AT ONSET FOOTING DRAINS CAP ENDS OF PIPING OF THE 'AEI SEASON. UNDISTURBED (TYPICAL) NATIVE SOIL SE A, SLOPE FOR STABILITY DURING CLEANOUT ED LID GED SOAKAGE TRENCH INTERCEPT / TONOR OSHA CONSTRUCTION - CONFORM SOAKAGE TRENCH SECTION VIEW �G) BASIN ( SEE SECnoN) G SPECIAL NOTES: ^`�J UNDISTURBED SOIL OR "GIBSON STEEL" OR "LYNCH" 1. PIPING WITHIN 5 FT OF BUILDINGS MUST BE SCHED. 40 ENGINEERED FILL MANUFACTURED 10 ga. STEEL CATCHSOAKAGE 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 10ft FROM NEAREST BASIN (SEE TRAP NOTES) 3" MINIMUM COMPACTED CRUSHED ROCK BEDDING POINT OF RESIDENCE, AN 10FT FROM PROPERTY LINES. J. ENSURE BOTTOM OF THE SOAKAGE TRENCH REACHES BAR }0' MIN. BUILDING SETBACK RUN GRADES (3'-6' BELOW EXISTING GRADE). OVER - EXCAVATE AND BACKFILL WITH DRAIN ROCK AS NEEDED. TO SOAKAGE TRENCH O DUAL CHAMBER CATCH BASIN WITH FOSSIL FILTER INSERT O SOAKAGE TRENCH SCALE: N.T.S. SCALE: N.T.S. ATTACHMENT D 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. t I/RIGHT OF WAY/PROPERTY/EASEMENT LINE I project no: iI ,.. 8' MIN 1 r S.U.B. WATER 9'- �y -IH � };_ METER 6"MIN _ OVERHEAD .......... INSTALLRTION CLEARANCES VIEW P� / 3"MIN Fa I SUB CUSTOMER O RESPONSIBILITY I RESPONSIBILITY I I WMIN12"MIN I--3"MIN GRADE _Ijjm 1 11 1 I IEIII Wmlll =:djJM 11 II _ I IIF_ III PROFILE = III- S.U.B. I — VIEW = WATER METER 1 I SUB CROSS -CONNECTION CONTROL PROGRAM STANDARD REFERENCE: - Section A PmAnslallation Cross Connection Gond Requirements - Section XII Location of BarkBow Assembly - Section XIII Bad low Assembly Installation Guidelines - Section XIV Post -Installation Cmss Connection Control Requirements Sections XI -XIV, in addition to the complete Cross Connection ConbeI Program Requiremerns, are available at: MIP://www.sububl.wmfwaWrimss-connecio tral-and-backRow-prolecbonI SCALE: N.T.S. - aecrrlowAerxtN.rsrnxoAaoauwlwo REDUCED PRESSURE BACKFLOW ASSEMBLY DRAWING NUMBER DRAWN BY: EJN /��//��V WZ.V WATER QUALITY: swaxsln,,,vnNryeonBo 2"&SMALLER ENGINEERING REVISED:6 2 2015 OREDUCED PRESSURE BACKFLOW ASSEMBLY SCALE: N.T.S. couvrial t k) 2012 Branch Enaineerina. Inc. ONOT USED SCALE N.T.S. 438_50 436.50 434.00 L 7 `6" PERFORATED PVC PIPE SEC77ON A -A GROUND 18" GROVANG MEDIUM ROCK STORAGE SOAKAGE TRENCH 438.50 437.00 434.00 24" PVC BASIN DITCH INLET RIM: 438.20 RAIN GARDEN 436.50 435.00 434.00 18" GROWING MEDIUM t-6" PVC PIPE 6" PERFORATED PVC PIPE —ROCK STORAGE ROCK STORAGE 24" PERFORATED PVC PIPE SECTION B -B 1 o RAIN GARDEN SCALE.' N.T.S. A -*—I PLAN VIEW lianch INEERING- Since 1977 �REo PROFFs 4 �#79232PE� DIGITALLY SIGNED � OREGON = 9i`h, �Fc. z 1. I", A5� qN PWS - EXPIRES: DECEMBER 31, 2022 project title: revisions date: AUG. 27, 2021 drawn by: TH designer: J project no: 20-517 � J P� V W E -,41-4a Ice W a ce wO �Z LLW O Q Z12 Z 0 O OO G Q w Lu LL V o LV � " 00 Z d N to revisions date: AUG. 27, 2021 drawn by: TH designer: NBP project no: 20-517 sheet: DETAILS FRONT 51DE ELEVATION E%ISTINb HOME LEFT 51DE ELEVATION 5mM6 AT NE fft'nC BAGK SIDE ELEVATION E T. HOME RIGHT 51DE ELEVATION -�--------------------------------------- ...----------------Ci t LL L v~ W W w'D �o = K �3 OW ztuX41 U� U- o EL m Q O`L o� 0 Q THESE ORANYN&5 ARE THE PROPS OF.•W 00516rvs• AND ARE NOT TO a IFvF_D CR REPRODULEO MANY MANNER EXCEPT WITH THE PROPEI¢ Y NG, I Ie 510N OF WKE DE516N5, NC. JOB #1004 r 1 OF 6 CNM6 ROON BEG200M «t LNIN6 ROOK um x we 9 yy® S i© LL L v~ W W w'D �o = K �3 OW ztuX41 U� U- o EL m Q O`L o� 0 Q THESE ORANYN&5 ARE THE PROPS OF.•W 00516rvs• AND ARE NOT TO a IFvF_D CR REPRODULEO MANY MANNER EXCEPT WITH THE PROPEI¢ Y NG, I Ie 510N OF WKE DE516N5, NC. JOB #1004 r 1 OF 6 y�LL� 3g U _i�1LT �T I � 11 n z z v WIN 0o zoo EXISTING HOME u O 15-3' UNIT +�2 1 M. 4-5" SQ. FT. UNIT ><i 1 BEDRM: @ 51l SQ. Ff. LuZ W BUILDING #1 FRONT 51DE ELEVATION EXI5TING HOME EA5T FACING ELEVATION TWO (1) BEDROOM UNITS, #1 AND #2 V WO W m A- QJ damn fes/ � w tU Lu IL o (L Qw o o Qw LI Z 7 i 1� �` Y ' ' ' .;1'f - • --; — A .:T"- [ 17 t it 1 �Yf11 11 Y �y 1`i a �>�� 'I 1 i..L l,liil T NEI F— IE F a 12 ti ——_ _- - TNEEE oRAruwzs ARE TME PROPERT' OF: "W KE D616N5' AND ARE NOT TO BE USED OR REPRODUCED IN ANY MNINER E%CEPT WITH TME PROPER WRfITEN PERMISSIGJ OF WKE DE5KaN5, INC. DATc: JULY i , =21 SOUTH FACING ELEVATION lNE5T FACING ELEVATION NORTH FACING ELEVATION DRAFTEp Br: MONTY WILE L KD 8Y: JOB #01M -B1 SHEET 1 OF 1 U a 11'-5' N-) 3'-0" (MN) LEGEND Q i NOTE: ALL ELECTRICAL WORK INCLUDIN6 LOCATION OF ~ SMOKE PETECTOR5, TO BE CONFIRMED AND VERIFIED AT THE 517E BY ELECTRICAL CONTRACTOR O RIME ____ < NOTE: AT LEAST 50% OF ALL PERMANENTLY INSTALLED O n m INTERIOR AND EXTERIOR LI6HTIN6 FKrURE5 SHALL - _ CONTAIN COMPACT OR STRIP FLUORESCENT LAMF5 (40 LUMEN/WATT MIN) Ul m ry NOTE: PROVIDE A SOUP GORE WOOD, OR SOLID. OR c HONEYCOMB STEEL DOOR NOT LESS THAN 1 3/b" Q THICK, OR A 20-MNUTE FIRERATED DOOR BETV�EN Z THE eARA6E AND THE RESIDENCE. R302.51.1 d o COVERED PORCH.______ COVERED PORCH LLJ �O 15/0 X B/O 15/0 x e/O rykn m NOTE: FINAL GARNET DE516N5 CONFIRMED YUTH THE OWNER AND VERIFIED AT THE SITE FRIOR TO THE y m START OF CONSTRUC110N (TYF.) Lu J Z ' NOTE: ALL MECHANICAL VENTILATION EXHAUST PER M15062 W.HH a. PLHH NOTE: ALL - 10" � AND POOR HEADERS TO BE HII UNLE55 NOTED OTHERP11I FRAMED � m ro �I '+ < :i `. -'� 7.15" MAX STEP DOWN AT ALL EXTERIOR DOORS TO '� 36" X 36" (MIN) CONC. SLAB OR PECK (tYr) i ® 2 X 4 (MIN) 02 D F. BEARING WALL FRAMED 0 T8" O.O. O Q WITH 4 X 6 b2 D F. HEADER AS NEEDED (TYP) m iF m P (1) CAR GARAGE (1) GAR GARAGE © OVERHEAD P FFR 1AVE 3OVEN15 WITH Bu1Lr-1N RANGE HOOD PFR M1503/Mi50T.3E y 10/n x Iwo 10/it x 1. F 5/4,r THICK 5HFLAN& © TO GEIL NG IN LINEN GLL0iET HERE O.G. FLOOR (1) APPROVED FIRE EXTIN6U6HER TO BE LOCATED n © INSIDE EACH UNIT AS MARKED MOUNTED TO WALL (Q AS PER CODE NI G 6 \ } w v w (V HOUR FIRE ASSEMBLY FLOOR BETWEEN EACH tl © UROOFO5HEAJ`HING FER PETAL; FF$ ON PACE (q) v UJ �, b r SEE STAIR FRAMING DETAIL 5-i ON PAGE l91: n' _ 8/0 x T/O O.H. 8/O x 1/O O.H. DR. N O6 (14) RISERS WITH H° MAX RISE (CONFIRM 0 SITE) n/ g 'b't ALL TREAD5 WITH 10" RUFF GUT, 1" . FINISH NOSE Q {� W ttf n yff_ WATER HEATER HERE TO BE STRAPPED TO WALL PFR lb �E _ A REQUIRED BUILDING CODE (TVP) \ Q 3 3068 ` �, % n/ } W ---------------- FLOOR 36, B.F, ___________� 36 BF ` �J 22"X22"FLOOR AGCEY LOCATED HERE W W O# _____ -"-- - ___ uj © NOTE: ALL TOLIET5 TO HAVE 15" (MIN) CLEARANCE = W W EACH 510E OF CENTER AE, PER CODE (TVP) 11 Q — n © L 43 36" HIGH (MIN) APPROVED GUARDRAIL CONT. AT ALL Q {L z z f BALCONY AND STAIR SIDES (TYP) W Q 2 Z OS APPRVD. SMOKE DETECTOR ALARM PER R314 O 2 ® APFRVD. CARBON -MONOXIDE ALARM PER R315 4'-8" HDU2 W/SST518 W/ (2) 2X6 STUD (0) TOTAL AS MARKEp 6" 15'-0° 15'-0" © HDU4 W/55TB20 W/ (2) 2X6 STUD (0) TOTAL AS MARKED $" © G51b 20-10d W/ 2X6 STUD (10) TOTAL THIS LEVEL ^ O HPU2 FLOOR TO FLOOR W/ 5/e"ALL THREAD PV (2) 2X8 STUD (4) TOTAL THIS LEVEL BUILDIN& #1, (1) BEDROOM UNITS, #1 AND #2 151 LEVEL FLOOR FLAN 5r -ALE ® 3/16• = 1'- O" THESE DRAYUN65 ARE THE FRGPERtt OF: "LUKE DESIGNS" AND PRE NOT TO BE USED GR REPRODUCED M ANY MANNER EXCEPT PITH THE PROPER POSIES PERHLYION OF LVKE DESIGNS, INC. DATE: JULY 29 X,21 REVISED: DRAFTED BY: MI LUKE GHKD BY: JOB #Oq-lb-B1 SHEET OF cl 0 N BUILDING #1, (1) BEDROOM UNITS, #1 AND #2 2ND LEVEL FLOOR FLAN SCALE @ 3/16" = T- O" LEGEND NOTE: ALL ELECTRICAL WORK INCLUDING, 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 LI&HTN6 FDRURE5 SHALL CONTAIN COMFAGT OR STRIP FLUORESCENT LAMPS (40 LUMEN/ TT MIN) NOTE: PROVIDE A SOLID GORE WOOD. OR SOLID, OR HONEYCOMB STEEL DOOR NOT LESS THAN 1 3/5" THICK, OR A 20 -MINUTE FIRERATW DOOR BETVIEFN THE 6ARA6E AND THE RESIDENCE. R302.5.1.1 NOTE: FINAL CABINET DE516N5 CONFIRMED WITH THE OWNER AND VERIFIED AT THE SITE PRIOR TO THE START OF CON57RUCTION MYP.) NOTE: ALL MECHANICAL VENTILATON EXHAUST PER M1506.2 NOTE: ALL WINDOW AND DOOR HEAV EK5 TO BE FRAMED AT V- 10" H16H ONLE55 NOTED OTHERWISE (TYP) 1.15" MAX STEP DOWN AT ALL EXTERIOR DOORS TO ® 36" X 56" (MIN) LONG. SLAB OR DECK (TYF) 2 X 4 (MIN) a2 D,F. BEARIN6 WALL FRAMED 0 16" O.G. ® ATH 4 X 6 #2 D.F. HEADER AS NEEDED n Tr) © OVERHEAD RAN6E HOOD PER M V /M1501.m LT -IN 3/4" THICK SHELVING SPACED 0 16" O.G. FLOOR ® TO CEILING IN LINEN OLOSET HERE (1) APPROVED FIRE EXTINGUISHER TO BE LOCATED QE INSIDE EACH UNIT AS MARKED MOUNTED TO WALL A5 FER GODS (1) HOUR FIRE ASSEMBLY REGVIRED BETWEEN EACH Q UNIT CONT. FROM HOOD FLOOR TO UNDER- SIDE ROOF 5HEATHIN6 PER DETAIL: F-6 ON PAGE (9) SEE STAR FRAMING DETAIL 9-1 ON PAGE (9k © (14) RISERS WITH 6" MAX RISE (CONFIRM ® SITE) ALL TREADS WTH 10" RUFF GUT, V a FINISH NOSE O WATER HEATER HERE TO BE 5TRAPPED TO WALL PER REQUIRED BUILDM6 CODE (TYP) O 21" X 50" FLOOR AGGE55 LOCATED HERE ® NOTE: ALL TOLE:TS TO HAVE 15" (MM) CLEARANCE EACH SIDE OF CENTER A5 PER U E (TYP) 36" HIGH (MIN) APPROVED 6UARDRAIL GOVT. AT ALL © BALCONY AND STAR SIDES (TYP) Q5 APPRVD. SMOKE DETECTOR ALARM PER R-314 © APFRVD. CARBON -MONOXIDE ALARM PER R-315 ® HDU2 W/SSTB16 VV/ (2) 2X6 STUD (0) TOTAL AS MARKED ® HDU4 W/55T520 W/ (2) 2X6 STUD (0) TOTAL AS MARKED O 6516 20-lod VV12X6 STUD (10) TOTAL THIS LEVEL © HDU2 FLOOR TO FLOOR NV 5/6"ALL THREAD W (2) 2X6 SND (4) TOTAL THIS LEVEL THESE DRANtlN6S ARE THE PROPERTY OF. "WKE VEN6N5" MID ARE NOT IN ANN USED ER REPROpK Y MANNER TH EXCEPT NIffH THE PROPER WRITTEN510n OF LIME OE516N5, INC. INC. DATE: JULY 29, 2021 DRAFTED BY MONTY LllKE GHKD BY: JOB #09"78-B1 SHEET Q 5 OF 1 I i I SLD, 11T IH 3030 SLD. RANfiE d C RANGE Uf LL UNIT #2 GR AT RM. UNIT #1 GREAT P.M. 14/6 X 1410 14/6 A (246H (2466 J ry 10 LL 0 BFSJROOM 1111 X 11/d - BEDROOM n 11/1x 113 ry "�, So4o sLD. II I I Soao sLD. I 15•_3•• 15.3•• 30-6" BUILDING #1, (1) BEDROOM UNITS, #1 AND #2 2ND LEVEL FLOOR FLAN SCALE @ 3/16" = T- O" LEGEND NOTE: ALL ELECTRICAL WORK INCLUDING, 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 LI&HTN6 FDRURE5 SHALL CONTAIN COMFAGT OR STRIP FLUORESCENT LAMPS (40 LUMEN/ TT MIN) NOTE: PROVIDE A SOLID GORE WOOD. OR SOLID, OR HONEYCOMB STEEL DOOR NOT LESS THAN 1 3/5" THICK, OR A 20 -MINUTE FIRERATW DOOR BETVIEFN THE 6ARA6E AND THE RESIDENCE. R302.5.1.1 NOTE: FINAL CABINET DE516N5 CONFIRMED WITH THE OWNER AND VERIFIED AT THE SITE PRIOR TO THE START OF CON57RUCTION MYP.) NOTE: ALL MECHANICAL VENTILATON EXHAUST PER M1506.2 NOTE: ALL WINDOW AND DOOR HEAV EK5 TO BE FRAMED AT V- 10" H16H ONLE55 NOTED OTHERWISE (TYP) 1.15" MAX STEP DOWN AT ALL EXTERIOR DOORS TO ® 36" X 56" (MIN) LONG. SLAB OR DECK (TYF) 2 X 4 (MIN) a2 D,F. BEARIN6 WALL FRAMED 0 16" O.G. ® ATH 4 X 6 #2 D.F. HEADER AS NEEDED n Tr) © OVERHEAD RAN6E HOOD PER M V /M1501.m LT -IN 3/4" THICK SHELVING SPACED 0 16" O.G. FLOOR ® TO CEILING IN LINEN OLOSET HERE (1) APPROVED FIRE EXTINGUISHER TO BE LOCATED QE INSIDE EACH UNIT AS MARKED MOUNTED TO WALL A5 FER GODS (1) HOUR FIRE ASSEMBLY REGVIRED BETWEEN EACH Q UNIT CONT. FROM HOOD FLOOR TO UNDER- SIDE ROOF 5HEATHIN6 PER DETAIL: F-6 ON PAGE (9) SEE STAR FRAMING DETAIL 9-1 ON PAGE (9k © (14) RISERS WITH 6" MAX RISE (CONFIRM ® SITE) ALL TREADS WTH 10" RUFF GUT, V a FINISH NOSE O WATER HEATER HERE TO BE 5TRAPPED TO WALL PER REQUIRED BUILDM6 CODE (TYP) O 21" X 50" FLOOR AGGE55 LOCATED HERE ® NOTE: ALL TOLE:TS TO HAVE 15" (MM) CLEARANCE EACH SIDE OF CENTER A5 PER U E (TYP) 36" HIGH (MIN) APPROVED 6UARDRAIL GOVT. AT ALL © BALCONY AND STAR SIDES (TYP) Q5 APPRVD. SMOKE DETECTOR ALARM PER R-314 © APFRVD. CARBON -MONOXIDE ALARM PER R-315 ® HDU2 W/SSTB16 VV/ (2) 2X6 STUD (0) TOTAL AS MARKED ® HDU4 W/55T520 W/ (2) 2X6 STUD (0) TOTAL AS MARKED O 6516 20-lod VV12X6 STUD (10) TOTAL THIS LEVEL © HDU2 FLOOR TO FLOOR NV 5/6"ALL THREAD W (2) 2X6 SND (4) TOTAL THIS LEVEL THESE DRANtlN6S ARE THE PROPERTY OF. "WKE VEN6N5" MID ARE NOT IN ANN USED ER REPROpK Y MANNER TH EXCEPT NIffH THE PROPER WRITTEN510n OF LIME OE516N5, INC. INC. DATE: JULY 29, 2021 DRAFTED BY MONTY LllKE GHKD BY: JOB #09"78-B1 SHEET Q 5 OF 1 FRONT 51DE ELEVATION ONE (1) BEDROOM UNrT a FOUR (2) BEDROOM UNRS BACK 51DE ELEVATION RIGHT SIDE ELEVATION LEFT 51DE ELEVATION THFSE DRANtlN65 ARE THE PRfiP0 OF: "LUKE D 16N& AND ARE NOT TO B£ U OR REPROp IN ANY MANNER ExGEPT WITH THE PROPER WRITTEN P Mft!OH O WKE D 16NS. MG. PATI ,➢RY W. W21 REYIEED: DRAFTED BY: MONTY WKE GHKD BY: JOB #Og75-B2 1 OF 1 T�A" BUILDING #2, (1) d (Z BEDROOM UNrrS, #3 THRU #T 15T LEVEL FLOOR PLAN 51—ALE ® 3/16" = 1'- O" LEGEND NOTE: ALL ELEGTRIGAL WORK INCLUDING LOCATION OF 5MOKE DETECTORS, TO BE CONFIRMED AND Qj VERIFIED AT THE SITE BY ELECTRICAL CONTRACTOR NOTE: AT LEAST 50% OF ALL PERMANENTLY INSTALLED p © 15'-3" V 15'-0" tl1 15'-0" { 15•_0"_ 15'-3" �TANSPA � (NE� NOTE: PROVIDE A 50LIP CORE WOOD, OR SOLID, OR BALCONY AND STAR SIDES (TYP) T _ HONEYCOMB STEEL DOOR NOT LESS THAN 1 3/e" _ Q THICK, OR A 20-MINVTE FRERATED DOOR BETWEEN © THE GARAGE AND THE RESIDENCE. 1302.5.1.1 NOTE: FINAL CABINET DE5I6N5 CONFIRMED WITH THE _ ® HDJ2 W/55T016 W/ (2) 2X6 5TUD (0) TOTAL AS MARKED OWNER AND VERIFIED AT THE SITE PRIOR TO THE © HDJ4 W/55TB20 W/ (2) 2X6 57UD (0) TOTAL AS MARKED 5TART OF CONSTRUCTION (TYP.) Q 6516 20-10d W/ 2X6 STUD (10) TOTAL THIS LEVEL NOTE ALL MECHANICAL VENTILATION EXHAUST PER 1,11506.2 9 HDU2 FLOOR TO FLOOR W/ 5/5"ALL THREAD W/ (2) 2X6 STUD (4) TOTAL THIS LEVEL NOTE ALL WINDOW AND DOOR HEADERS TO BE FRAMED AT 6 - 10" HIGH UNLB55 NOTED OTHEF WI5E (TYP) I.-15"MAX 5TEP DOWN AT ALL EXTERIOR DOCR5 TO ® 36" X 36" (MIN) CONO. SLAB OR DECK (TYP) MIN) i (MINMI (MIN) (MINi Q© O*/EREHE �MICROWAVE�WTIBUILT-IN N 3/4" THICK SHELVING SPADED 0 16" O.O. FLOOR © TO CEILIN6 IN LINEN CLOSET HERE (1) APPROVED FIRE EXTINGUISHER TO BE LOCATED QE INSIDE EACH UNIT AS MARKED MOUNTED TO WALL AS PER GODS ------ w QF UNIT CONT FROM WOOD FLOOR TO UNDER- SIDE ROOF 5HEATHIN6 PER DETAIL F-6 ON PAGE (R) i Q I ----- DETAIL 5-i PAGE (SI SEE 5TAKRISEZ FRAM O (14) RISERS WfTH 8" MAX RISE (CONFIRM ® SITE) 1 ALL TRE -05 WR'H 10" RUFF GUT, J1". FNISH NOSE --- -------- COVERED PORCH COVERED PORCH COVERED PORChf COVERED PORCH COVERED PORCH 15/O X 6/0 14/6 X b 0 14/6 X 8/0 14/6 X 5/0 15/0 X 8/0 „ ID )/ (1) GAR GARAGE 10/11 X W/O (1) GAR 6.4RAGE 10/11 X W/O (1) GAR GARAGE 10/11 X W/O (U GAR GARAGE 10/11 X 14/0 (1) CAR GARAGE 15/11 x Ma r _ � VP Y VP Ip UP Q UP V b/O x 1/0 O.H. DR. 8/0 x 1/0 O.H. DOOR 6/0 x 1/0 CH. DOOR 8/0 x 1/0 O.H. DOOR 5/0 z VO O H. DOOR �Er:. �'. r:qa :D A 1306b "' 3b"B.F_____ '0 _________ --- -- 36 .F '9 ___ __ ______________ .a BF. ___------------------ -�1- _____._ __________ --� ----------------- _ p 1 101_4- 4'-8' 1d-4" 4'-8" __ 10'-4" 4'-0" 15-0' 15'-0" 15'-0" V-6" _ T6-6" BUILDING #2, (1) d (Z BEDROOM UNrrS, #3 THRU #T 15T LEVEL FLOOR PLAN 51—ALE ® 3/16" = 1'- O" LEGEND I a THEME ORAWIN66 ARE THE PROPERTY OF: "LUKE DE516N5" AND ARE NOT IN BE MAN OR REPROWLED IN ANY MANNER EXLEPf WRH THE PROPER EN PERMISSION OF W OMSi KE DE51 6N5, INC. DATc JULY 30, 2021 REVI5ED: DRAFTED BY: MONTY LLKE JOB #OTT5-52 5HEE1 Q OF 1 NOTE: ALL ELEGTRIGAL WORK INCLUDING LOCATION OF 5MOKE DETECTORS, TO BE CONFIRMED AND Qj VERIFIED AT THE SITE BY ELECTRICAL CONTRACTOR NOTE: AT LEAST 50% OF ALL PERMANENTLY INSTALLED p © NOTE: ALL TOLIE75 TO HAVE 15" (MN) CLEARANCE V INTERIOR AND EXTERIOR LIGHTING FUCTURBS 514ALL tl1 STRIP FIXORBECENT LAMP 36" HIGH (MN) APPROVED GUARDRAIL CONT. AT ALL �TANSPA � (NE� NOTE: PROVIDE A 50LIP CORE WOOD, OR SOLID, OR BALCONY AND STAR SIDES (TYP) T HONEYCOMB STEEL DOOR NOT LESS THAN 1 3/e" m Q THICK, OR A 20-MINVTE FRERATED DOOR BETWEEN © THE GARAGE AND THE RESIDENCE. 1302.5.1.1 NOTE: FINAL CABINET DE5I6N5 CONFIRMED WITH THE _ ® HDJ2 W/55T016 W/ (2) 2X6 5TUD (0) TOTAL AS MARKED OWNER AND VERIFIED AT THE SITE PRIOR TO THE © HDJ4 W/55TB20 W/ (2) 2X6 57UD (0) TOTAL AS MARKED 5TART OF CONSTRUCTION (TYP.) Q 6516 20-10d W/ 2X6 STUD (10) TOTAL THIS LEVEL NOTE ALL MECHANICAL VENTILATION EXHAUST PER 1,11506.2 9 HDU2 FLOOR TO FLOOR W/ 5/5"ALL THREAD W/ (2) 2X6 STUD (4) TOTAL THIS LEVEL NOTE ALL WINDOW AND DOOR HEADERS TO BE FRAMED AT 6 - 10" HIGH UNLB55 NOTED OTHEF WI5E (TYP) I.-15"MAX 5TEP DOWN AT ALL EXTERIOR DOCR5 TO ® 36" X 36" (MIN) CONO. SLAB OR DECK (TYP) ® 2 X 4 (MIN) #2 D.F. BEARING WALL FRAMED ® 16" O.O. WITH 4 X b 112 D.F. HEADER AS NEEDED (TYP) Q© O*/EREHE �MICROWAVE�WTIBUILT-IN N 3/4" THICK SHELVING SPADED 0 16" O.O. FLOOR © TO CEILIN6 IN LINEN CLOSET HERE (1) APPROVED FIRE EXTINGUISHER TO BE LOCATED QE INSIDE EACH UNIT AS MARKED MOUNTED TO WALL AS PER GODS (1) HOJR FIRE A55EM15LY REQUIRED BETWEEN EACH QF UNIT CONT FROM WOOD FLOOR TO UNDER- SIDE ROOF 5HEATHIN6 PER DETAIL F-6 ON PAGE (R) i Q I DETAIL 5-i PAGE (SI SEE 5TAKRISEZ FRAM O (14) RISERS WfTH 8" MAX RISE (CONFIRM ® SITE) 1 ALL TRE -05 WR'H 10" RUFF GUT, J1". FNISH NOSE I a THEME ORAWIN66 ARE THE PROPERTY OF: "LUKE DE516N5" AND ARE NOT IN BE MAN OR REPROWLED IN ANY MANNER EXLEPf WRH THE PROPER EN PERMISSION OF W OMSi KE DE51 6N5, INC. DATc JULY 30, 2021 REVI5ED: DRAFTED BY: MONTY LLKE JOB #OTT5-52 5HEE1 Q OF 1 EP FFD WALL PER TO TO REQUIRED BUILD11N6 CODE (TYP) Qj 21" X30• FLOOR ACCESS, LOCATED HERE p © NOTE: ALL TOLIE75 TO HAVE 15" (MN) CLEARANCE V EACH SIDE OF CENTER AS PER CODE (TYP) 36" HIGH (MN) APPROVED GUARDRAIL CONT. AT ALL BALCONY AND STAR SIDES (TYP) V Q APPRVD. SMOKE DETECTOR ALARM PER R-314 © APPRVD. CARBON -MONOXIDE ALARM PER 8-315 ® HDJ2 W/55T016 W/ (2) 2X6 5TUD (0) TOTAL AS MARKED © HDJ4 W/55TB20 W/ (2) 2X6 57UD (0) TOTAL AS MARKED O 6516 20-10d W/ 2X6 STUD (10) TOTAL THIS LEVEL © HDU2 FLOOR TO FLOOR W/ 5/5"ALL THREAD W/ (2) 2X6 STUD (4) TOTAL THIS LEVEL I a THEME ORAWIN66 ARE THE PROPERTY OF: "LUKE DE516N5" AND ARE NOT IN BE MAN OR REPROWLED IN ANY MANNER EXLEPf WRH THE PROPER EN PERMISSION OF W OMSi KE DE51 6N5, INC. DATc JULY 30, 2021 REVI5ED: DRAFTED BY: MONTY LLKE JOB #OTT5-52 5HEE1 Q OF 1 BUILDING #2, (1) 4 (2) BEDROOM UNITS, #3 THRU #"1 2ND LEVEL FLOOR PLAN SCALE 0 3/16" = 1'- O" LEGEND NOTE: ALL ELECTRICAL WORK INCLUDING LOCATION OF SMOKE DETECTORS. TO BE CONFIRMED AND VERIFIED AT THE SITE BY ELECTRICAL CONTRACTOR NOTE: AT LEAST 50% OP ALL PERMANENTLY INSTALLED INTERIOR AND EXTERIOR LIGHTING FIXTURES SHALL CONTAIN COMPACT OR STRIP FLUORESCENT LAMPS (40 LUMEN/WATT MIN) NOTE: PROVIDE A SOLID CORE WOOD. OR SOLID. OR HONEYCOMB STEEL DOOR NOT I E56 THAN 1 S/6" THICK, OR A 20 -MINUTE FIRERATED DOOR BETWEEN THE GARAGE AND THE RESIDENCE R302.5.11 NOTE: FINAL CABINET DESIGNS CONFIRMED RTIH THE OWNER AND VERIFIED AT THE SHE PRIOR TO THE START OF CONSTRUCTION (IYP.) NOTE: ALL MECHANICAL VENTILATION EXHAUST PER M1506.2 NOTE: ALL RINDOW AND DOOR HEADERS TO BE FRAMED AT 6 - 10" HIGH UNLESS NOTED OTHERWISE (TYP) 1.15" MAX STEP CORN AT ALL EXTERIOR DOORS TO 36" X 36" (MIN) CONC. SLAB OR DECK (i ) 2 X 4 (MIN) 42 D.F. BEARING WALL FRAMED @ 16" O.C. ® RITH 4 X b -2 D.F. HEADER AS NEEDED TYP) OVERHEAD MICROAAVE OVEN KITH BUILT-IN © RAN6E HOOD PER M1503/MISO1.3E 3/4" THICK SHELVING SPACED @ 16" O.O. FLOOR TO CEILING IN LINEN CLOSET HERE (1) APPROVED FIRE EXHN&UISHER TO BE LOCATED QE NSIDE EACH UNIT AS MARKED MOUNTED TO BALL AS PER CODE © (1) HOUR FIRE ASSEMBLY REQUIRED BETWEEN EACH UNIT CONT. FROM ROOD FLOOR TO UNDER- 51M ROOF SHEATHING PER DETAIL F-6 ON PAGE (9) SEE STARE FRAMI" DETNL 9-1 Ole PAbE !°U © (14) RISERS WITH 6" MAX RISE (CONFIRM @ SITE) ALL TREADS WR'H 10" RUFF OUT, V a FINISH N05E WATER HEATER HERE TO BE STRAPPED TO WALL FER O REQUIRED BUILDING CODE (TYP) Q 21" X 30- FLOOR ACCESS LOCATED HERE ® NOTE: ALL TOLIETS TO HAVE 15" (MIN) CLEARANCE EACH SIDE OF CENTER AS PER CODE (TYP) © 36" H16H (MIN) APPROVED GUARCRAIL CONT. AT ALL BALCONY AND STAIR SIDES (TYP) Q5 AFPRVD, SMOKE DETECTOR ALARM PER R-314 ® AFPIRVD. CARBON-MCNOXIDE ALARM PER R-515 ® HDU2 W T516 W/ (2) 2X6 STUD (0) TOTAL AS MARKED ® HDU4 } SST520 W/ (2) 2X6 STUD (0) TOTAL AS MARKED OY CSib 20-10d VV 2X6 STUD (10) TOTAL THIS LEVEL O HDU2 FLOOR TO FLOOR V1/ 5/6"ALL THREAD NV (2) 2X6 STUD (4) TOTAL THIS LEVEL THEE DRAWM65 ARE THE PROPERTY OF: "WKE DENON5 AND ARE NOT TO BE USED OR REPROWOm M /NY MANNER EKCEPT KITH THE FROPBR NR1lTEN PBRMBSION OF LUKE DE516N6. INC. DATE: .ELY 50 9221 REVISED: GRAFTED BY: MONK WKE JOB #0cr6-52 SHEET 5 OF 1 V ~ Lu 111 F ND � E K m W �1,, W a3 oW 1.1-1 LLL J ZK u- () Fi QZ F O 67 � a THEE DRAWM65 ARE THE PROPERTY OF: "WKE DENON5 AND ARE NOT TO BE USED OR REPROWOm M /NY MANNER EKCEPT KITH THE FROPBR NR1lTEN PBRMBSION OF LUKE DE516N6. INC. DATE: .ELY 50 9221 REVISED: GRAFTED BY: MONK WKE JOB #0cr6-52 SHEET 5 OF 1 3RD LE v EL FLOOR PLAN SCALE @ 3/16" = 1'- O" THESE DRAWN65 ARE THE PROP3dTY OF: "LUKE D IGNS' AND ARE NOT TO BE USED OR REPRODUCRD MANY MANNER ExU�r Y THE PROPER YWRITfEN PERMISSION OF LUKE %IONS. Nc. DATE: JULY W. 2021 REVISED: DRA BY: MONTY LUKE JOB #0cr8-B2 o 9 LEGEND X I5.-0.. 15._O•• N p4P� b�o jryLLN JNK '`�l a � --- 'k 15'x''" N W V # 3RD LE v EL FLOOR PLAN SCALE @ 3/16" = 1'- O" THESE DRAWN65 ARE THE PROP3dTY OF: "LUKE D IGNS' AND ARE NOT TO BE USED OR REPRODUCRD MANY MANNER ExU�r Y THE PROPER YWRITfEN PERMISSION OF LUKE %IONS. Nc. DATE: JULY W. 2021 REVISED: DRA BY: MONTY LUKE JOB #0cr8-B2 o 9 LEGEND X I5.-0.. 15._O•• '`�l � --- 'k 15'x''" # NOTE: ALL ELECTRICAL WORK INCLUDING LOCATION OF w SMOKE DETECTORS. TO BE CONFIRMED AND VERIFIED AT THE SITE BY ELECTRICAL CONTRACTOR F NOTE: AT LEAST 5.095 OF ALL PERMANENTLY INSTALLED IIl R INTERIOR AND EXTERIOR LI6HTMU FE SCENT SHALL ZMSH CONTAIN COMPACT OR STRIP FLUORESCENT LAMPS (40 LUMEN/WATT MIN) # 13 Z � NOTE: PROVIDE A SOLID CORE WOOD, OR SOLID, OR f r �� HONEYCOMB STEEL DOOR NOT I E55 THAN 1 3/8" THICK, OR A 20 -MINUTE FIRERATED DOOR BETWEEN 5040 SLD. 5040 SLD 5040 SLD. THE GARAGE AND THE RESIDENCE. RBOZ5.1.1 L NOTE: FINAL CABINET DE5I6N5 CONFIRMED WITH THE 8 OWNER AND VERIFIED AT THE SITE PRIOR TO THE p] J START OF CONSTRUCTION (TYP.) Lu LL N R NOTE: ALL MECHANICAL VENTILATION EXHAUST PER M1506.2 ry } BEDRM. #1 m BEDRM. #1 BEDRM #1 LU 11/0 x 12/4 11/O x 13/4 11/0 X tiro NOTE: ALL WINDOW AND DOOR HEADERS TO BE FRAMED Z B AT 6' - f0" HIGH UNLESS NOTED OTHERWISE (TYP) - pp ® 7'95' MAX STEP DOWN AT ALL EXTERIOR DOORS TO 561 X 36" (MIN) CONC. SLAB OR DECK OT ) W W/D d1 1 NN I n ® 2 X 4 (MIN) -2 D.F. BEARING WALL FRAMED O.G. WITH 4 X 6 •2 D.F. HEADER AS NEEDED ffYPj UL- m OVERHEAD MICROWAVE OJEN WTH BUILT-IN C C`J p6 RANGE HOOD PFR M1503 150T.5E I1` BATH ® O.G. FLOOR SHIN BATH TO OEILIIN6 NEN CL05ET HERE Tn x Tre \` ^ \v1 x va N 2465 2468 3x66 _ _ _ _(1) AFFROVED PRE E>MN6UI5HER TO BE INSIDE EACH NR ., U AS MARKED MOUNTED TO WALL / � b AS PER CODE �J 3 sa x 30• / b w• x I30 iu6Oisrxio� I s ruaF2lo:�x �Uba -_— •. 8 206H r (U HOUR FIRE ASSEMBLY REQUIRED BETWEEN EACH J UNIT CONT. FROM WOOD FLOOR TO UNDER- SIDE ROOF SHEATH046 PER DETAIL: F-6 ON PAGE (9) ry O © Sff STAIR FTRA%'1M6 DETAIL 5-1 PAGE (5 F- ,. ON S ATH IT 8" MAX RISE (CONFIRM H 51TE) ALL TREADS ALL TREADS WITH 10" RUFF CUT, I", FINISH N05E W Z O LLI B 2 5 1�1/0 M B1D�iHRx 36 BCF. o 2 U HEATER HRE TO REQUIRED IBE EE BTR FPED TO WALL PER O � to/a2 b. _ 10/9 /a %" BCF. ot O 9 — -- I -- Q 21" X 30" FLOOR ACCESS LOCATED HERE O z CL W Z y W V NOTE: ALL TOLIETS TO HAVE 15" (MIN) CLEARANCE EACH BIDE OF CENTER F AS FER CODE (TYP) W Q W f 4040 SLD. 4040 SLD. 4040 SLD. © BALCONY AND STAIAPPR SI D DES GUS) RAIL DONT. AT ALL 11/ W W Lu APPRVD. SMOKE DETECTOR ALARM PER R-314 z (� _ I✓ p 4'-2" APPRVD. CARBOIN-MONOXIDE ALARM PER R-515 O Q Q Z ZX s W HCU2 W/55TB16 W/ (2) 2X6 STUD (0) TOTAL AS MARKED O Q N ® HDU4 W/55TB20 W/ (2) 2X6 STUD (0) TOTAL A5 MARKED W Z Q 0516 20-10A W/ 2X6 STUD (10) TOTAL THIS LEVEL HDU2 FLOOR TO FLOOR W/ 5/8"ALL THREAD W/ (2) 2X6 © STUD (4) TOTAL THIS LEVEL BUILDING #2, (2) BEDROOM UNITS, #3 THRU #6 3RD LE v EL FLOOR PLAN SCALE @ 3/16" = 1'- O" THESE DRAWN65 ARE THE PROP3dTY OF: "LUKE D IGNS' AND ARE NOT TO BE USED OR REPRODUCRD MANY MANNER ExU�r Y THE PROPER YWRITfEN PERMISSION OF LUKE %IONS. Nc. DATE: JULY W. 2021 REVISED: DRA BY: MONTY LUKE JOB #0cr8-B2 o 9 B F -'�zII-1I�I ,II 1.. LLrr'_i r L Iii Ias i1i i - { -1 r in - 1 1 A A_1 1 l J _ I [•1, I lei - � � m U t] I I _ 'EMU I 0. -- ®®®®���L]®� - Q®1Q _ EJB® _ ��l�U 4�®® 2 Z ® 8 g IE3®®® - ®J®D ®g®®� - p ®g®� ry Q ®®� 9®V_ —_ ®®®® - ��®� — _ ®®®® P -6®® L� U®11=9 �tl�l�®®®® _. InI�&��® Off➢®I� EUMU - rEF®_ MUD - � �® FI��®_ o ! 18'_6•• 15'-0" 15'-0" 15'-0" ! i5b" 15'-0"FT- UNIT #15 (2) BEDRM. ® 873 SO. Ff. UNIT #14 (2) BEDRM. a 845 5Q. FT. UNIT #13 (2) BEDRM. 843 50. FT.: UNIT #12 (2) BEDRM. 843 SQ. Ff. UNIT #11 (2) $FORM. �+ 843 SO. FT. UNIT #10 (2) $EDRM. 843 50. FT. UNrr #9 (2) BEDRM. @ 643 SO. FT. UNIT #8 (1) BEDRM. ® 51-150. FT. 9 m w FRONT 51DE ELEVATION SEVEN (2) BEDROOM UNITS &ONE (1) BEDROOM UNfi J V Wz Lu 0 I lblumF z u _. 1B .. N 4� 1 vi a L l lA1 A l A I 1 4 J� �# 1 a n I--�`] a 1 L1 I A Tp LU U-- �w a1 U- 2, L _ 1I1 rA1I 1 I I a s � � Q- O I - �� �f --- O" _ z - TT I r, T I- ta. 12 12 12 - _- PROPB2tt OF: "W KE D616N5" -_-.-..-. �OdKED IN ANY MANNFA __ _ EXLEPf rvfM THE PROEER WRITTEN PERM5510N OF IJME DE516N5, MG. OATS: JULY w =1 REYI� LEFT 51DE ELEVATION RIGHT 51DE ELEVATION DRPF Ep BY: MON UKE GNKD 0Y: JOB #09?8--B3 1 OF q BUILDING t13, (1) $ (2) BEDROOM UNI1-5, #5 THRU #15 15T LEVEL FLOOR PLAN 5GALE 0 5116'= 1'- O" 0 THESE DRAWN65 ARE THE PROPERTY OF 'LUKE DESIGNS" PND ARE NOT TO BE U5ED OR REPRODULED M AW MANNER ^RIl7 T WITH TFIE PRO F L WR PERME610N OF LUKE Dr51GN6N5, INC. DATE JULY 30 SOS1 REVS DRAFTED BY MONTY WKE LHK'D BY: JOB #0978-53 sHEEr 3 OF Cld LEGEND N NOTE: ALL ELECTRICAL W K INGWDIN6 LOCATION OF SMOKE DETECTORS, TO BE CONFIRMED AND VERIFIED AT THE SffE BY ELECIRK.AL CONTRACTOR NOTE: AT LEAST OF ALL PERMANENTLY INSTALLED # AND R AND EXTERIOR LI6H SHALL Uj CONTA'NTERI CONTAIN COMPACT OR STRIP FWORESGENT LAMPS FLU RE5CENS (40 LUMENMIATT MN) F Z O O NOTE: PROVIDE A SOLID GORE WOOD, OR EOLID, OR O :: ^� HONIIEYGOMB STEEL DOOR NOT LESS THAN 1 3/5" THICK, OR A 20 -MINUTE FIRERATEp DOOR BETWErN J 'p THE GARAGE AND THE RESIDENCE. 83025.1.1 m NOTE: FINAL CABINET DE516N5 CONFIRMED WITH THE m a OWNER AND VERIFIED AT THE 51TE PRIOR TO THE START OF CONSTRUGTION 0jLU ry m Q < NOTE: ALL MECHANICAL VENTILATION EXHAUST FER M1506.2 -. �, N B NOTE: ALL WNDOW AND DOOR HEADERS TO BE FRAMED m # AT b' - 10" HIGH UNLESS NOTED OTHERWISE SF) 1V Z ®36'X ' T. " MAX 57EP DOWN AT ALL EXTERIOR DOOR5 TO 36" X 36" (MIN) GONG. SLAB OR DECK (TYP) m •� ® 2 X 4 (MIN) D.F. BEARING MALI FRAMEDO.L. WITH 4 X b •22 D.F_ HEADER A5 NEEDED (iYP) © OVERHEAD MICROWAVE OVEN VUTN BUILT -N RANGE HOOD FER M1503/M150T.3E O m ® 3/4" THICK SHELVING SPACED aO.L. FLOOR TO CEILING IN LMEN CLOSET HERE RE QE (1) APPROVED FIRE EXT WSHER TO Be LOCATED INSIDE EACH MIT A5 MARKED MOUNTED TO WALL A5 FER CGDE Lo © (1) HOUR FIRE A55EMSLY REQUIRED BETWEEN EACH UNIT CONT. FROM WOOD FLOOR TO UNDER- SIDE n ROOF SHEATHING FER DETAIL: F-6 ON FA&E M) �6 SEE STAIR FRAMM6 DBTAIL 5-1 ON FA6E (v: (14) R15ER5 {— nTH 5' MAX RISE (CONFIRM B 51TE) ALL TREAP5 WITH 10" RUFF GUT, 1" - FINISH NOSE LU W O O WATER HEATER HERE TO BE STRAPPED TO WALL PER RECb, N TIRED BUILpb CODE (1Yp) 2 O WvO O T 0 21"X30" FLOOR ACLF55 LOCATED HERE y z LL• Q S� © NOTE: ALL TOLIETS TO HAVE 15" (MIN) CLEARANCE EACH 51DE OF CENTER A5 PER ``�� < CODE (TYF) W : W (p S6' HI6H (MIN) APPROVED 61JARORAIL CONT. AT ALL BALCONY AND 5TAIR SIDES W v I TYP) IL W j Q5 AFFRVD. SMOKE DETEGTL ALARM PER R-314 LU IL 9 Q W Q ® APFRVD. PER CARBON-MONOADF ALARM PR-515 ~ W Q6 ZLL Zf ,q' O U ® HDV2 W K-6TB1b W/ (2) 2X6 STUD (0) TOTAL A5 MARKED ~ 0 �y N Z_ ® HDU4 Wi55T520 W/ (2) 2X6 STUD (0) TOTAL AS MARKED � Q Q C516 20-10A W/ 2X6 STUD (10) TOTAL THIS LEVEL HDU2 FLOOR TO FLOOR W/ 5/5"ALL THREAD O W/ (2) 2X6 5TUD (4) TOTAL TH5 LEVEL THESE DRAWN65 ARE THE PROPERTY OF 'LUKE DESIGNS" PND ARE NOT TO BE U5ED OR REPRODULED M AW MANNER ^RIl7 T WITH TFIE PRO F L WR PERME610N OF LUKE Dr51GN6N5, INC. DATE JULY 30 SOS1 REVS DRAFTED BY MONTY WKE LHK'D BY: JOB #0978-53 sHEEr 3 OF Cld F BUILDING #3, (1) 4 (2) BEDROOM UNITS, 118 THRU X15 2ND LEVEL FLOOR PLAN SCALE ® 3/16" = 1'- O" LEOEHD NOTE: ALL ELECTRICAL WORK NGWDIN6 LOCATION OF 5MOKE DETECTORS, TO BE CONFIRMED AND VERIFIED AT THE SITE BY ELECTRICAL CONTRACTOR NOTE: AT LEAST 50% OF ALL PERMANENTLY I145TALLED INTERIOR AND EXTERIOR LI6HTIN6 FIXTURES SHALL CONTAIN COMPAGT OR STRIP FWOKE5GENT LAMF5 (40 WMEN/WATT MIN) NOTE: PROVIDE A SOLID CORE WOOD, OR SOLD, OR HONEYCOMB STEEL DOOR NOT LESS THAN 1 3/8' THICK OR A 20-MNUTE FIRERATED DOOR BETYiO:N THE GARAGE AND THE RESIDENCE R302S.1.1 NOTE: FINAL CABINET DE516145 CONFIRMED NTH THE OWNER AND VERIFIED AT THE SITE PRIOR TO THE START OF CONSTRUGTION nT .) NOTE: ALL MECHANICAL VENTILATION EXHAUST PER M1506.2 NOTE: ALL WINDOW AND DOOR HEADERS TO BE FRAMED AT b' - 10' M16H UNLESS NOTED OTHERVIISE (TYP) I.IS" MAX STEP DOWN AT ALL EXTERIOR DOORS TO ® 36•X36" (MN) GONG. SLAB GR PECK (TYP) ® 2 X 4 (MIN) •2 D.F. BEARING, NW LL FRAMED O IV O.G. WITH 4 X 5 •2 D.F. HEADER A5 NEEDED (TYP) © OVERHEAD MICROWAVE OVEN WITH BUILT-IN RANGE HOOD PER M1503/M15O1.3E 3/4' THICK 5HELVIN6 SPACED 0 16 O.C. FLOOR © TO CEILN6 IN LINEN CLOSET HERE (1) APPROVED FIRE EXTIN61,15HER TO BE LOCATED QE IN D PER� UNIT AS MARKED MOINTED TO WALL (1) HO1R FIRE ASSEMBLY REQUIRED BETWEEN EACH © UNIT CONT. FROM WOOD FLOOR TO UNDER- SIDE ROOF SHEATHING PER DETAIL: F -b ON PA6E (9) ME STAIR FRAMING DETAIL 5-1 ON PACE (W: �6 (14) RISERS WITH W MAX RISE (CONFIRM C SITE) ALL TREAD5 MTH 10" RUFF GUT, I- t FNEM NOSE O WATER HEATER HERE TO 5E 57RAFFED TO WALL PER REQUIRED BUILDING COM (TYP) O 21" X 50" FLOOR AG4E55 LOCATED HERE ® NOTE: ALL TOLIET5 TO HAVE 15" (MIN) OLEARANCE EACH SIDE OF CENTER A5 PER CODE (TYP) © 56" HIGH (MIN) APPROVED GUARDRAIL CONT. AT ALL BALCONY AND STAIR SIDES n ) APFRVD. 5MOKE DETECTOR ALARM PER R-314 �M APFRVD. CARBON -MONOXIDE ALARM PER R-315 ® HDJ2 W/95TBib W/ (2) 2Xb STUD (0) TOTAL AS MARKED ® HDU4 NV55T620 W1(2) 2X6 5TUO (0) TOTAL AS MARKED Q 6516 20-10d W/ 2X6 5TUD (10) TOTAL THIS LEVEL O HDU2 FLOOR TO FLOOR W/ 5/84.RLL THREAD W/ (2) 2X6 STUD (4) TOTAL TH5 LEVEL 9, THESE DRAWNGS ARE THE PROPERTY OF: 'uK DE5:6N5" Mm ARE NOT TO BE U OR REPRODUCED M ANY MANNER E%pEP( WfTH THE PRO OSBIONN PERMISSION OFF LUKE DESIGNS, 9J0. DATE: JULY W. ]021 REV6ED: DRAFTED BYDRAFTED BY: Mitt WKEWKE JOB #09?8-133 6HEET 5 OF 9 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 0 �LE -H . Q COVERED DECK 2036 S.H. COVERED DECK 0 2036 5.H. GOYERED DECK 2036 S.H. COVERED DECK 2036 5 H COVERED DECK 0 36 S.H. COVERED DECK 0 2036 5.H. COVERED DECK U 036 5.H. 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I I 5040 SLD. I I _i 5040 5LD. I I 5040 5LIX I I 5040 5LD. I I 10-10" : 4'-2" 1 10•_10" i 4'-2" 10'-10" �_ 4'-2" 1 10-10" 1 4'-2" 1 10'-10" �.4'-2' { .10'_10" i 4'-2" 1 10-10" 4'-5" 15'-3" 15'-0' 15'-0" i5b° 15'-0" 15'-0,_.._._ ( 15'-0" 15'-3" 124'-0" F BUILDING #3, (1) 4 (2) BEDROOM UNITS, 118 THRU X15 2ND LEVEL FLOOR PLAN SCALE ® 3/16" = 1'- O" LEOEHD NOTE: ALL ELECTRICAL WORK NGWDIN6 LOCATION OF 5MOKE DETECTORS, TO BE CONFIRMED AND VERIFIED AT THE SITE BY ELECTRICAL CONTRACTOR NOTE: AT LEAST 50% OF ALL PERMANENTLY I145TALLED INTERIOR AND EXTERIOR LI6HTIN6 FIXTURES SHALL CONTAIN COMPAGT OR STRIP FWOKE5GENT LAMF5 (40 WMEN/WATT MIN) NOTE: PROVIDE A SOLID CORE WOOD, OR SOLD, OR HONEYCOMB STEEL DOOR NOT LESS THAN 1 3/8' THICK OR A 20-MNUTE FIRERATED DOOR BETYiO:N THE GARAGE AND THE RESIDENCE R302S.1.1 NOTE: FINAL CABINET DE516145 CONFIRMED NTH THE OWNER AND VERIFIED AT THE SITE PRIOR TO THE START OF CONSTRUGTION nT .) NOTE: ALL MECHANICAL VENTILATION EXHAUST PER M1506.2 NOTE: ALL WINDOW AND DOOR HEADERS TO BE FRAMED AT b' - 10' M16H UNLESS NOTED OTHERVIISE (TYP) I.IS" MAX STEP DOWN AT ALL EXTERIOR DOORS TO ® 36•X36" (MN) GONG. SLAB GR PECK (TYP) ® 2 X 4 (MIN) •2 D.F. BEARING, NW LL FRAMED O IV O.G. WITH 4 X 5 •2 D.F. HEADER A5 NEEDED (TYP) © OVERHEAD MICROWAVE OVEN WITH BUILT-IN RANGE HOOD PER M1503/M15O1.3E 3/4' THICK 5HELVIN6 SPACED 0 16 O.C. FLOOR © TO CEILN6 IN LINEN CLOSET HERE (1) APPROVED FIRE EXTIN61,15HER TO BE LOCATED QE IN D PER� UNIT AS MARKED MOINTED TO WALL (1) HO1R FIRE ASSEMBLY REQUIRED BETWEEN EACH © UNIT CONT. FROM WOOD FLOOR TO UNDER- SIDE ROOF SHEATHING PER DETAIL: F -b ON PA6E (9) ME STAIR FRAMING DETAIL 5-1 ON PACE (W: �6 (14) RISERS WITH W MAX RISE (CONFIRM C SITE) ALL TREAD5 MTH 10" RUFF GUT, I- t FNEM NOSE O WATER HEATER HERE TO 5E 57RAFFED TO WALL PER REQUIRED BUILDING COM (TYP) O 21" X 50" FLOOR AG4E55 LOCATED HERE ® NOTE: ALL TOLIET5 TO HAVE 15" (MIN) OLEARANCE EACH SIDE OF CENTER A5 PER CODE (TYP) © 56" HIGH (MIN) APPROVED GUARDRAIL CONT. AT ALL BALCONY AND STAIR SIDES n ) APFRVD. 5MOKE DETECTOR ALARM PER R-314 �M APFRVD. CARBON -MONOXIDE ALARM PER R-315 ® HDJ2 W/95TBib W/ (2) 2Xb STUD (0) TOTAL AS MARKED ® HDU4 NV55T620 W1(2) 2X6 5TUO (0) TOTAL AS MARKED Q 6516 20-10d W/ 2X6 5TUD (10) TOTAL THIS LEVEL O HDU2 FLOOR TO FLOOR W/ 5/84.RLL THREAD W/ (2) 2X6 STUD (4) TOTAL TH5 LEVEL 9, THESE DRAWNGS ARE THE PROPERTY OF: 'uK DE5:6N5" Mm ARE NOT TO BE U OR REPRODUCED M ANY MANNER E%pEP( WfTH THE PRO OSBIONN PERMISSION OFF LUKE DESIGNS, 9J0. DATE: JULY W. ]021 REV6ED: DRAFTED BYDRAFTED BY: Mitt WKEWKE JOB #09?8-133 6HEET 5 OF 9 -fwZrii l eoxxr j," -f tva/svOVErz �{ BE7RM #2 1Vox10/4 I I I I I I I I I I I I I I I I I I I I I I I I cne� =i n Y a BEDRM #1 11/O X 1Y4 WAIMIl® BEPRM. #2 11/0 x IO/4 m - � rv/ 5040 SLD. THEE DRArvNGs ARE THE Y�a PROPERTY OF: "LUKE DE516Ns' t ANF ARE NOT 5 OR BI/0X#1 a tl 1/O%Y4 d BEDRM #1 wa n YAR = PERM510 6N OFLUKE 1110 x � n m n m REMES ' rW/D O DRAFTED BY' MOMY LKE n 11/0 X 10/4 m a W/D ry � � m 'J\1 -Li GluL31-\yi%2- SHEr o m � m _ T/1BATH 1 $FORM_ #2 11/0 x 10/4 36" B.F. `j eoxxr j," -f tva/svOVErz �{ BE7RM #2 1Vox10/4 I I I I I I I I I I I I I I I I I I I I I I I I cne� =i n Y a BEDRM #1 11/O X 1Y4 WAIMIl® BEPRM. #2 11/0 x IO/4 m - � rv/ 5040 SLD. THEE DRArvNGs ARE THE Y�a PROPERTY OF: "LUKE DE516Ns' Y ANF ARE NOT 5 OR BI/0X#1 a tl 1/O%Y4 d BEVRMI. #1 n YAR = PERM510 6N OFLUKE n/oxwa c m n REMES ' eoxxr j," -f tva/svOVErz �{ BE7RM #2 1Vox10/4 I I I I I I I I I I I I I I I I I I I I I I I I cne� =i n Y a BEDRM #1 11/O X 1Y4 WAIMIl® BEPRM. #2 11/0 x IO/4 m - � rv/ 5040 SLD. 6�=® BEDRM. #2 11/0 X 10/4 BEDRM. #1 1110 x 1214 wxe d n.es�aovaz � BEDRM. #2 11/0 X 10/4 �7 Y a BEDRM. #9 1110 x Iva N n- m THEE DRArvNGs ARE THE 13ATH I/1 X VB 2468 PROPERTY OF: "LUKE DE516Ns' Y ANF ARE NOT 5 OR a 2CJ68\ BEVRMI. #1 YAR = PERM510 6N OFLUKE n/oxwa c DATE: JULY W. 2021 n REMES ' } BEDRM #2 DRAFTED BY' MOMY LKE " B.F. 11/0 X 10/4 m W/D ry JOB #09 IS -B5 'J\1 -Li GluL31-\yi%2- SHEr o m � m _ n 6�=® BEDRM. #2 11/0 X 10/4 BEDRM. #1 1110 x 1214 wxe d n.es�aovaz � BEDRM. #2 11/0 X 10/4 �7 Y a BEDRM. #9 1110 x Iva N n- m BUILDING #3. (2) BEDROOM UNIT5, #q THRU #15 BRP LEVEL FLOOR PLAN 5, -ALE a 3/16" = 1'- O" BEDRM. #1 11/0 X 1Y4 W'X90' Tw.u„xorex, BEDRM #2 11/O X 10/4 I I I I I I I I I I I I I h I I I 3 � I I I ( I I I I I I I LEGEND z J NOTE: ALL KE PET I-T WORK ME DM6 LOCATION OF # SMOKE DETECTORS, B E CONFIRMED AND � VERIFIED AT THE SITE BY ELECTRICAL CONTRACTOR = H NOTE: AT LE50%AND ALL PERMANENTLY INSTALLED INTERIOR IOR AND EXTXT ERIOR L15HTINS RE5CFIXTURES SHALL 0 O (40CONTAINJJM COMPACT OR STRIP FWORESGENT LAMPS (40 LUMEN/YiATT MIN) NOTE: HONEYCOMB A SOLID GORE WOOD, OR ESS THAN W HONEYCOMB STEEL DOOR NOT EDD THAN 1 3/8" J .9 THICK, OR A 20-MINHE F50EN E , DOOR BETWEEN THE GARAGE AND THE RE51DEtJCE. R302.5.1.1 m NOTE: FINAL GABMETCONFIRMED WITH THE J W OWNER AND VERIFIED RIFIED A AT THE SPIE PRIOR TO THE m J START OF CONSTRUCTION (TYP.) ry W V W NOTE: ALL MECHANICAL VENTILATION EXHAUST PER M75062 u LU NOTE: ALL WINDOW AND DOOR HEADERS TO BE FRAMED z J AT 6'- 10" HIGH UNLE55 NOTED OTHERWI5E (TF) 9 1.75" MAX STEP DOWN AT ALL EXTERIOR DOORS TO Q ® 36"X 36" (MIN) CONC. SLAB OR DECK (TVP) ® 2 X 4 (MIN) #2 D.F. BEARING WALL FRAMEO a 16" O.C. M WITH 4 X 6 #2 D.F. HEADER AS NEEDED (TVP) �( 1 OVERHEAD MICROWAVE OVEN PITH BUILT -N © RANGE HOOD PER MISOWM150T.3E 5/4" THICK 5HELVING 5PACED & 16" O.O. FLOOR ® TO CEILING IN LINEN CLOSET HERE (1) APPROVED FIRE EXnN6 ISNBR TO BE LOCATED Q IN51M EACH UNIT AS MARKED MOUNTEp TO WALL A5 PER CODE �.l Q (1) HOUR FIRE ASSEMBLY R RED BE AMEN EACH UNIT CONT FROM WOOD FLOOR TO UNDER- 5IDE ROOF 5HEATHIN6 PER DETAIL: F-0 ON PAGE (q) BEE STAIR FRAMING DETAIL S-1 ON PAGE (qT © V F (14) RISERS WITH B" MAX RISE (CONFIRM 0 SITE) Z Z ALL TREADS INTH 10" RUFF OJT, 1'a FMEMI NO5E W W O REQUIRED BUILDN& �ATER HEATER CODE r TO WALL FER 0 W K O I - II Q 21"X30" FLOOR AGGTSS LOCATED HERE z Z —I NOTE NOTE: ALL CE S TO HAVE 15" (MIN) CLEARANCE OF EACH SIDE OF CENTER A5 PER v © 36" HIGH (MIN) APPROVED GUARDRAIL CONT. AT ALL lu O# BALCONY AND STAIR SIDES (TVP) O W I -IN Z LU LL J 95 AFFRVD. SMOKE DETECTOR ALARM PER R-314 LL (� O O Z\D Ui ® AFFRVD. CARBON -MONOXIDE ALARM FER R-315 W A Q _Z Z (((E ® HDU2 W55TB16 W/ (2) 2X6 STUD (0) TOTAL AS MARKED O � Z ® HDU4 W/55T520 W/ (2) 2X6 STUD (0) TOTAL A5 MARKED (((� Q 0 0516 20-tOA W/ 2X6 STUD (10) TOTAL THIS LEVEL O HM2 FLOOR TO FLOOR W/ 5/8"ALL THREAD W (2) 2X6 5111D (4) TOTAL THIS LEVEL THEE DRArvNGs ARE THE 13ATH I/1 X VB 2468 PROPERTY OF: "LUKE DE516Ns' ANF ARE NOT 5 OR REPROWOEF ANY N IN ANNB2 MANNER 2CJ68\ n�sxwex � YAR = PERM510 6N OFLUKE 161 DESIGNS, MO. DATE: JULY W. 2021 REMES ' } BEDRM #2 DRAFTED BY' MOMY LKE " B.F. 11/0 X 10/4 CHKD BY: BUILDING #3. (2) BEDROOM UNIT5, #q THRU #15 BRP LEVEL FLOOR PLAN 5, -ALE a 3/16" = 1'- O" BEDRM. #1 11/0 X 1Y4 W'X90' Tw.u„xorex, BEDRM #2 11/O X 10/4 I I I I I I I I I I I I I h I I I 3 � I I I ( I I I I I I I LEGEND z J NOTE: ALL KE PET I-T WORK ME DM6 LOCATION OF # SMOKE DETECTORS, B E CONFIRMED AND � VERIFIED AT THE SITE BY ELECTRICAL CONTRACTOR = H NOTE: AT LE50%AND ALL PERMANENTLY INSTALLED INTERIOR IOR AND EXTXT ERIOR L15HTINS RE5CFIXTURES SHALL 0 O (40CONTAINJJM COMPACT OR STRIP FWORESGENT LAMPS (40 LUMEN/YiATT MIN) NOTE: HONEYCOMB A SOLID GORE WOOD, OR ESS THAN W HONEYCOMB STEEL DOOR NOT EDD THAN 1 3/8" J .9 THICK, OR A 20-MINHE F50EN E , DOOR BETWEEN THE GARAGE AND THE RE51DEtJCE. R302.5.1.1 m NOTE: FINAL GABMETCONFIRMED WITH THE J W OWNER AND VERIFIED RIFIED A AT THE SPIE PRIOR TO THE m J START OF CONSTRUCTION (TYP.) ry W V W NOTE: ALL MECHANICAL VENTILATION EXHAUST PER M75062 u LU NOTE: ALL WINDOW AND DOOR HEADERS TO BE FRAMED z J AT 6'- 10" HIGH UNLE55 NOTED OTHERWI5E (TF) 9 1.75" MAX STEP DOWN AT ALL EXTERIOR DOORS TO Q ® 36"X 36" (MIN) CONC. SLAB OR DECK (TVP) ® 2 X 4 (MIN) #2 D.F. BEARING WALL FRAMEO a 16" O.C. M WITH 4 X 6 #2 D.F. HEADER AS NEEDED (TVP) �( 1 OVERHEAD MICROWAVE OVEN PITH BUILT -N © RANGE HOOD PER MISOWM150T.3E 5/4" THICK 5HELVING 5PACED & 16" O.O. FLOOR ® TO CEILING IN LINEN CLOSET HERE (1) APPROVED FIRE EXnN6 ISNBR TO BE LOCATED Q IN51M EACH UNIT AS MARKED MOUNTEp TO WALL A5 PER CODE �.l Q (1) HOUR FIRE ASSEMBLY R RED BE AMEN EACH UNIT CONT FROM WOOD FLOOR TO UNDER- 5IDE ROOF 5HEATHIN6 PER DETAIL: F-0 ON PAGE (q) BEE STAIR FRAMING DETAIL S-1 ON PAGE (qT © V F (14) RISERS WITH B" MAX RISE (CONFIRM 0 SITE) Z Z ALL TREADS INTH 10" RUFF OJT, 1'a FMEMI NO5E W W O REQUIRED BUILDN& �ATER HEATER CODE r TO WALL FER 0 W K O I - II Q 21"X30" FLOOR AGGTSS LOCATED HERE z Z —I NOTE NOTE: ALL CE S TO HAVE 15" (MIN) CLEARANCE OF EACH SIDE OF CENTER A5 PER v © 36" HIGH (MIN) APPROVED GUARDRAIL CONT. AT ALL lu O# BALCONY AND STAIR SIDES (TVP) O W I -IN Z LU LL J 95 AFFRVD. SMOKE DETECTOR ALARM PER R-314 LL (� O O Z\D Ui ® AFFRVD. CARBON -MONOXIDE ALARM FER R-315 W A Q _Z Z (((E ® HDU2 W55TB16 W/ (2) 2X6 STUD (0) TOTAL AS MARKED O � Z ® HDU4 W/55T520 W/ (2) 2X6 STUD (0) TOTAL A5 MARKED (((� Q 0 0516 20-tOA W/ 2X6 STUD (10) TOTAL THIS LEVEL O HM2 FLOOR TO FLOOR W/ 5/8"ALL THREAD W (2) 2X6 5111D (4) TOTAL THIS LEVEL THEE DRArvNGs ARE THE PROPERTY OF: "LUKE DE516Ns' ANF ARE NOT 5 OR REPROWOEF ANY N IN ANNB2 MANNER E.fTHE PRO YAR = PERM510 6N OFLUKE 161 DESIGNS, MO. DATE: JULY W. 2021 REMES ' DRAFTED BY' MOMY LKE CHKD BY: JOB #09 IS -B5 'J\1 -Li GluL31-\yi%2- SHEr Q OF 1