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Plan, Tentative APPLICANT 7/30/2021
f ' 1i •f ' 1 Tax Map: 17-03-15-40 Lot: 1800 i-,-- 1-y K L) i I I I. - �IH ........... 1-1.0 COVER SHEET L2.0 SITE ASSESSMENT OF EXISTING CONDITIONS L3.0 SITE PLAN L3.1 LAYOUT PLAN LI GRADING PLAN L5.0 LIGHTING PLAN L6.0 PLANTING PLAN L7.0 IRRIGATION PLAN L8.0 TREE PRESERVATION PLAN L9.0 DETAILS - PLANTING & IRRIGATION DESIGN TEAM MEMBERS OWNERAPPLIQ DEADMOND FERRY PROJECT, LLC 84936 PEACEFUL VALLEY ROAD EUGENE, OR 97405 (541) 953-7332 CONTACT: MIKE O'CONNELL, SR. mikeoconnelisr@qwestofFice.net gwestoffice.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@brancengineering.com CIVIL BRANCH ENGINEERING 310 FIFTH STREET SPRINGFIELD, OREGON 97477 (541) 746-0637 CONTACT: NATHAN PATTERSON, PE NathanP@branchengineering.com BUILDING DESI 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 07-30-2021 ^U—-(E)OHW (E)OHW (E)OH d- $(E)0I d a: LEGEND — — - - PROPERTY LINE --- EDGE OF ASPHALT - -- CURB LINE (E)SD STORM DRAIN LINE Q WASTEWATER LINE (E)OHW OVERHEAD WIRES LDR Wv —(E)WW (E)WW �( WW (E)WW�—(E)WW E�WW (E)WW (E). GD �G ONE, CONTOUR LINE 0 v - - -(E)SD (E)SD (E)SD )SD (E)SD . ,E)SD (E)SD (E CONCRETE DECIDUOUS TREE © 438.62 X WASTEWATER MANHOLE X FND MAG CH2M CURB INLET W POWER POLE M TELEPHONE RISER ® WATER METER ^U—-(E)OHW (E)OHW (E)OH d- $(E)0I d a: LEGEND — — - - PROPERTY LINE --- EDGE OF ASPHALT - -- CURB LINE (E)SD STORM DRAIN LINE — —(E)WW--- WASTEWATER LINE (E)OHW OVERHEAD WIRES LDR FENCE UNE — EASEMENT UNE ONE, CONTOUR LINE BUILDING CONCRETE DECIDUOUS TREE WASTEWATER MANHOLE SD STORM DRAIN MANHOLE CURB INLET 10- POWER POLE M TELEPHONE RISER ® WATER METER ( WATER VALVE FIRE HYDRANT O BOLLARD G TOP OF CONCRETE ELEVATION EDGE OF PAVEMENT ELEVATION X FFG �t+++ TOP OF CURB X X SPOT ELEVATION BENCHMARK ELtVATIONS ARE BASED ON RTK CPS OBSERVATIONS TAKEN ON NOV. 20, 2020 USING THE OREGON REAL-TIME GEODETIC NETWORK AND GEOID INNAVD88) NOTES I. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A COMBINATION OF VISIBLE FACILITIES LOCATED ABOVE GROUND, AS BUILT DRAWINGS AND UTILITY LOCATE MARKS. NO CERTIFICATION IS MAOE TO ACTUAL LOCATION OF UNDERGROUND UTILITIES. 2. ALL DISTANCES SHOWN ARE IN FEET. 3. BEARINGS BASED ON THE NORTH LINE OF DLCI46 BUNG N89361001 �J *14q G�' Qj E)W (E)W (E)W (E)W---� C(E)WW (E)WW (QWW —(E)WW G� G� (� D (E)SD ----ASD (E)SD tK � 36-WEXISTING CURB Cl17r Ilk • d A d, V• Q SET MAG IlE�i�RP ICH G4' b 41 ` y\� tK���GpO G� c�&o°� 3 �G4 0438- d .6 SETH a+500 G00 81 a v .6 ®SAN MH RIM:435.48 f' SITE ASSESSMENT OF EXISTING CONDITIONS 1. Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or Surveyor • Plan reviewed by a licensed Landscape Architect. • Survey prepared by licensed professional land surveyor. 2. Vicinity Map • See sheet L1.0 for vicinity map. 3. The name, location and dimensions of all existing site features including buildings, curb cuts, trees, and impervious surface areas, clearly indicating what is remaining and what is being removed. For existing structures to remain, also indicate present use, size, setbacks from property lines, and distance between buildings. • See plan this sheet. 4. The name, location, dimensions, direction of flow and top of bank of all watercourses and required riparian setback that are shown on the Water Quality Limited Watercourse Map on file in the Developments Services Department. • Per the Water Quality Limited Watercourse Map the site contains no watercourses. 5. The 100 -year floodplain and floodway boundaries on the site, as specified in the latest adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment or Letter of Map Revision. • Project Site is partially located in Zone X: Areas determined to be outside 500 -year floodplain • Project Site is partially located in Zone AE: Areas determined to be in the 100 -year floodplain 6. The Time of Travel Zones, as specified in SDC 3.3-200 and delineated on the Wellhead Protection Areas Map on file in the Development Services Department. • Project site is located in the 2-5 year Time of Travel Zone. 7. Physical features including, but not limited to trees 5" in diameter or greater when measured 4 1/2 feet above the ground (stands of more than five (5) trees may be shown as a cluster with mix of trees species noted), riparian areas, wetlands and rock outcroppings. • See plan for location of all trees 5" or larger. Site contains no riparian areas, wetlands or rock outcroppings. WELLHEAD PROTECTION AREAS MAP EXCERPT . . f;�� C� •� *�. Time of Travel Zones p` 1 -year TOT 6 k S 2 years 5 years 9. R.......,..m..., 10 years 20 years - Zone of Concentration (99 -yr TOT) 5-99 combined ZOC 10-99 combined ZOC 20-99 combined ZOC A, WAY , ya 4 • z vii ' y - ,: s R N 3. � � • NTS ' f w • PROJECT SITE SOILS FEMA FLOOD INSURANCE RATE MAP EXCERPT SOILS ON SITE ARE 100% MALABON SILTY CLAY LOAM. SPECIAL_ FLOOD HAZARD AREA: ZONE AE THESE SOILS ARE CHARACTERIZED BY THE USDA AND NRCS AS: SLOPES LESS THAN 3% WELL -DRAINED 0.2% ANNUAL MODERATELY HIGH (0.20 TO 0.57 IN/HR) WATER TRANSMITTAL RATE OUTSIDE CHANCE FLOOD NOT HYDRIC SOILS IN HYDROLOGIC SOIL GROUP C FLOODPLAIN DEED 2019-018429 6 5/8 IR SKINNER LEGEND EXISTING DECIDUOUS TREE TO REMAIN EXISTING DECIDUOUS TREE TO REMOVE ADDITIONAL DETAILS IN TREE PRESERVATION PLAN, SHEET L8.0 LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 07-30-2021 Denc'm9nd Ferry Rd I St JoSeph Pi N NTS WATER QUALITY LIMITED WATERCOURSES MAP EXCERP Springfield, OR LVater Quality Limited Watercourse (>1000cfs) Riparian Resource Site Plan Review for Property within 150' Riparian Corridor- 75' Local'vVetlands Inver.tcn Tributary to Water Quality Limited Watercourse (<1000cfs) Floodplain ZoneA Site Plan Rev ew for property within 100' Riparian Corridor - 50' Floodplain ZoneAE V,Iater Quality Limited Watercourse (<1000cfs) Floodway Site Plan Review; for Property within 150' Riparan Corridor - 50' N NTS P RG,4 i i I I f LANDSCAPE ARCHITECTS + SATRE GROUP II W (n W Ri� ~ > W i'-- 0 In ='=�X W0 a 0 O u > x U Z F W J W aF >ox¢ cn=z=A JU. Qk-Z a�z�-� z>WLU I- o>a� r0O/CL ) < szOof O a=FQFr O 0 LL, oo rn 't Cfl LW 5LL UJ a) 0LU a C:��aMI aiwHI=- r t tet- woz2:zo OW ca ��oazl %� Q�OwOQ N COO O O J W W Z Q N d E azmo�N� aJOI W tpW i Len o 2F< W W eF v Woz"w� U) Co � zOwoaW 00 =3 O� — c o O a~ a H W J cin Ln in +-+ � W W 1--• x W tl a) (a cD�ma�N� LO O <W fA WZPW F- M a Wd;C26' ZIaQW Fx- W G S T4 1 IeWU 8-13-19 II `PES I I II I! I if I U c % .1 I I ca I Cl) W SNI0 ❑ O Z ❑ L / W ❑a_ N Cl) N � SCALE I"= 20'- 0" I 0' 10' 20' 4.0' Revisions # Date Description li I i I 1 i I i I I z 0 W U Wo Z m o o Q 75 V N r' C Y y 0- C Ch .Q 0 a CN ® `�' ® o a cn ONE, G4' b 41 ` y\� tK���GpO G� c�&o°� 3 �G4 0438- d .6 SETH a+500 G00 81 a v .6 ®SAN MH RIM:435.48 f' SITE ASSESSMENT OF EXISTING CONDITIONS 1. Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or Surveyor • Plan reviewed by a licensed Landscape Architect. • Survey prepared by licensed professional land surveyor. 2. Vicinity Map • See sheet L1.0 for vicinity map. 3. The name, location and dimensions of all existing site features including buildings, curb cuts, trees, and impervious surface areas, clearly indicating what is remaining and what is being removed. For existing structures to remain, also indicate present use, size, setbacks from property lines, and distance between buildings. • See plan this sheet. 4. The name, location, dimensions, direction of flow and top of bank of all watercourses and required riparian setback that are shown on the Water Quality Limited Watercourse Map on file in the Developments Services Department. • Per the Water Quality Limited Watercourse Map the site contains no watercourses. 5. The 100 -year floodplain and floodway boundaries on the site, as specified in the latest adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment or Letter of Map Revision. • Project Site is partially located in Zone X: Areas determined to be outside 500 -year floodplain • Project Site is partially located in Zone AE: Areas determined to be in the 100 -year floodplain 6. The Time of Travel Zones, as specified in SDC 3.3-200 and delineated on the Wellhead Protection Areas Map on file in the Development Services Department. • Project site is located in the 2-5 year Time of Travel Zone. 7. Physical features including, but not limited to trees 5" in diameter or greater when measured 4 1/2 feet above the ground (stands of more than five (5) trees may be shown as a cluster with mix of trees species noted), riparian areas, wetlands and rock outcroppings. • See plan for location of all trees 5" or larger. Site contains no riparian areas, wetlands or rock outcroppings. WELLHEAD PROTECTION AREAS MAP EXCERPT . . f;�� C� •� *�. Time of Travel Zones p` 1 -year TOT 6 k S 2 years 5 years 9. R.......,..m..., 10 years 20 years - Zone of Concentration (99 -yr TOT) 5-99 combined ZOC 10-99 combined ZOC 20-99 combined ZOC A, WAY , ya 4 • z vii ' y - ,: s R N 3. � � • NTS ' f w • PROJECT SITE SOILS FEMA FLOOD INSURANCE RATE MAP EXCERPT SOILS ON SITE ARE 100% MALABON SILTY CLAY LOAM. SPECIAL_ FLOOD HAZARD AREA: ZONE AE THESE SOILS ARE CHARACTERIZED BY THE USDA AND NRCS AS: SLOPES LESS THAN 3% WELL -DRAINED 0.2% ANNUAL MODERATELY HIGH (0.20 TO 0.57 IN/HR) WATER TRANSMITTAL RATE OUTSIDE CHANCE FLOOD NOT HYDRIC SOILS IN HYDROLOGIC SOIL GROUP C FLOODPLAIN DEED 2019-018429 6 5/8 IR SKINNER LEGEND EXISTING DECIDUOUS TREE TO REMAIN EXISTING DECIDUOUS TREE TO REMOVE ADDITIONAL DETAILS IN TREE PRESERVATION PLAN, SHEET L8.0 LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 07-30-2021 Denc'm9nd Ferry Rd I St JoSeph Pi N NTS WATER QUALITY LIMITED WATERCOURSES MAP EXCERP Springfield, OR LVater Quality Limited Watercourse (>1000cfs) Riparian Resource Site Plan Review for Property within 150' Riparian Corridor- 75' Local'vVetlands Inver.tcn Tributary to Water Quality Limited Watercourse (<1000cfs) Floodplain ZoneA Site Plan Rev ew for property within 100' Riparian Corridor - 50' Floodplain ZoneAE V,Iater Quality Limited Watercourse (<1000cfs) Floodway Site Plan Review; for Property within 150' Riparan Corridor - 50' N NTS P RG,4 i i I I f LANDSCAPE ARCHITECTS + SATRE GROUP II W (n W Ri� ~ > W i'-- 0 In ='=�X W0 a 0 O u > x U Z F W J W aF >ox¢ cn=z=A JU. Qk-Z a�z�-� z>WLU I- o>a� r0O/CL ) < szOof O a=FQFr O 0 LL, oo rn 't Cfl LW 5LL UJ a) 0LU a C:��aMI aiwHI=- r t tet- woz2:zo OW ca ��oazl %� Q�OwOQ N COO O O J W W Z Q N d E azmo�N� aJOI W tpW i Len o 2F< W W eF v Woz"w� U) Co � zOwoaW 00 =3 O� — c o O a~ a H W J cin Ln in +-+ � W W 1--• x W tl a) (a cD�ma�N� LO O <W fA WZPW F- M a Wd;C26' ZIaQW Fx- W G S T4 1 IeWU 8-13-19 II `PES I I II I! I if I U c % .1 I I ca I Cl) W SNI0 ❑ O Z ❑ L / W ❑a_ N Cl) N � SCALE I"= 20'- 0" I 0' 10' 20' 4.0' Revisions # Date Description li I i I 1 i I i I I z 0 W U Wo Z m o o Q 75 V N r' C Y y 0- C Ch .Q 0 a CN ® `�' ® o a cn 1 !"1 Ir / 1 s §At iC r1 Eq#'IIr-'4 t#�p r", fA Z ;i { .£ ''# }ft+..G ---r• yk: - -_._.. E)0H r� � 0 7i`� i_,t0 - i� a'� •� - �vJ © L` J1 ,fir;��i o lX40!-W 2Z-60 EXISTING SIDEWALK �. 4. 5' STORMWATER EXISTING UTILITY POLE AND STREET LIGHT EASEMENT Y '; -- IRRIGATION SLEEVE- TYPICAL CD r LO rW 5' SETBACK w- & © SIDE YARD < . Is �` ,.--`° - I 'zQQ� MDR v- f r I f df �` RESULT SITE SIZE: 0.85 GROSS ACRES J. 12-24 DWELLING UNITS PERMITTED _ J}- _ iii£ n4l ,, VEHICLE PARKING: REQUIRED: STANDARD: 1 SPACE / DU RESULT: 15 SPACES PROPOSED 15 GARAGE SPACES + 1 DRIVEWAY SPACE EACH Aj _ i eF1I i lit itA"kF i ' i.`I .i i; {i i f- MAI fix; IAAA/ w ,.. (r r,-' § . �� r} ._, ,i i_ x til:,` t. f �1�`�.= j t". , U'A 1-Z ' U L .i. i-� W% Al' 15 SPACES PROVIDED IN GARAGE, PLUS FOUR SHORT TERM SPACES OPEN SPACE: ��z: TY l�f z_..d �l .�... r y`i�j Y3 Tx 4Y,.e}Fp :P IT RESULT. GROSS SITE: 0.717 NET ACRES (MULTIFAMILY TRACT) 15% OF GROSS SITE= 0.107 ACRES PROPOSED: 0.24+ ACMES (28% OF GROSS SITE) COMMON O.S. S (F)SD i`Fj 4 } - (ic-. f'� • E f w.x h S -D * S +,'' t ^ RESULT: GROSS HEATED AREA: 12,056 SF X.25-- 3,014 S.F. -(E)SD E) i.3 ......�., i .. «..� S r 4 e...-§ �. �`T } ju � , D ; _SD (E ISD s _ S , (E)SD (E )SD # S v.�. � E ry ,_ # �iS F SD STANDARD: 250 SF PER /20 DU (NO DIMENSIONLESS THAN 16) 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 9) DEADMOND F\ R0_ AD RESULT: 15 DU x 96 SF =1,440 SF PROPOSED: 1,740 SF (COVERED BACK PORCHES) 116 SF EACH X 15 UNITS= 1740 S.F. LANDSCAPING: REQUIRED: STANDARD: 15% OF GROSS SITE AREA RESULT: GROSS SITE: 0.717 NET ACRES (MULTIFAMILY TRACT) ,f 15% OF GROSS SITE= 0.107 ACRES ROW VARIES 0.24+ ACRES (28% OF GROSS SITE) TABULATION OF IMPERVIOUS SURFACES NOTE THAT IMPERVIOUS AREA CALCULATIONS ARE FOR MULTI -UNIT LOT ONLY. EXISTING (TO REMAIN) BUILDINGS 0 SF TOTAL SITE 31,246 SF PARKING AND CIRCULATION 0 SF TOTAL 0 SF TOTAL IMPERVIOUS - 21,958 SF PROPOSED NEW: TOTAL PERVIOUS/VEGETATED 9,288 SF cz- 8,536 SF PAVING 13,422 SF TOTAL NEW: 21,958 SF TOTAL IMPERVIOUS SURFACE: 21,958 SF o EXISTIN DRIVEWAY REPLACED WITH CITY STANDARD 3-24 Y' VEHICULAR ACCESS �U 1 !"1 Ir / 1 s §At iC r1 Eq#'IIr-'4 t#�p r", fA Z ;i { .£ ''# }ft+..G ---r• yk: - -_._.. E)0H r� � 0 7i`� i_,t0 - i� a'� •� - �vJ © L` J1 ,fir;��i o lX40!-W 2Z-60 EXISTING SIDEWALK �. 4. 5' STORMWATER EXISTING UTILITY POLE AND STREET LIGHT EASEMENT Y '; -- IRRIGATION SLEEVE- TYPICAL CD r LO rW 5' SETBACK w- & © SIDE YARD < . Is �` ,.--`° - I 'zQQ� •` = 16' ASPHALTIC CONCRETE DRIVEWAY I= Z PROPOSED DRIVEWAY - �: , 14 O PROPOSED PARTITION/ PROPERTY LINE - -- , TOWNHOME (BUILDING 1): (2) 2 BR UNITS AND (2) ONE BEDROOM UNITS ' ?,\X PRIVATE PATIO (100 SF PER UNIT) �1. 2 BR x@843 SF, HEIGHT 32'-7' +I- 2 /2 BR @843 SF, HEIGHT 3Z-7"+/- EXISTING 2'7"+/- EXISTING HOUSE TO REMAIN', 25' TRANSITION TO ADJACENT LDR ZONE PROPOSED FENCE 6' HEIGHT EXISTING 6' FENCE TO REMAIN - ' 24' ASPHALTIC CONCRETE DRIVEWAY jJ{ ° UNIT DRIVEWAY ASPHALTIC CONCRETE [[ "NO PARKING- FIRE LANES SIGNS PER SFC 103.6 I U TI s 4, 1 U T2 u � , a HEmi i p ME mm Z -1J �-- N � 0 �' Q D O �� d �!` �► fit- +� Y U m w Cn 0 r, - SHOWN AS AN APPROXIMATE REFERENCE. j NOT SURVEYED.lis s TOWNHOME (BUILDING 2): /- (4) 2 BR UNITS AND (1) ONE BEDROOM UNIT PRIVATE PATIO (100 SF PER UNIT) 3. 2 BR u@876 SF, HEIGHT 37-7- 4. 2'7"4. 2 BR @843 SF, HEIGHT 32'7" +1- 5. 2 BR @876 SF, HEIGHT 3Z-7- 6. 2'7"6. 2 BR x@876 SF, HEIGHT 32' 7' +1- 7. 1 BR x@517 SF, HEIGHT 23'-7" +1- t ' PROPOSED SHORT-TERM BIKE PARKING - `4 SPACES- 4 REQUIRED '� z TOWNHOME (BUILDING 3): IA (7) 2 BR UNITS AND (1) ONE BEDROOM UNIT wom PRIVATE PATIO (100 SF PER UNIT) 8. 1 BR c@517 SF, HEIGHT 23!-7- 9-14. 2 BR @843 SF, HEIGHT 37-7- 15. 2' 7'15. 2 BR @876 SF, HEIGHT 3Z -7 - ESTIMATED DISTANCE FENCE TO PATHWAY EDGE - 12' MINIMUM DISTANCE TO BE MAINTAINED ALONG ENTIRE FENCE LENGTH PROPOSED 6' FENCE TRASH/ RECYCLE ACCESS EASEMENT BENEFITING 297 DEADMOND FERRY RD. DOC. # 91898 PARKING &'CIRCULATION SETBACK TO BE PLANTED WITH 30-40" EVERGREEN HEDGE AND SHADE TREES 30' O.C. SLEEVES I. 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 * MOOD 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. Ila 1. 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 900 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 DENSITY AND DWELLING UNITS (FOR MULTI -FAMILY LOT): MDR RWI.Ai5� 76 MDR STANDARD: 14 TO 28 DWELLING UNITS/`NET ACRE RESULT SITE SIZE: 0.85 GROSS ACRES J. 12-24 DWELLING UNITS PERMITTED ,,t�,,^t��f.f3 Y^, A4 J}- _ iii£ n4l 18 DU /NET ACRE VEHICLE PARKING: REQUIRED: STANDARD: 1 SPACE / DU RESULT: 15 SPACES PROPOSED •` = 16' ASPHALTIC CONCRETE DRIVEWAY I= Z PROPOSED DRIVEWAY - �: , 14 O PROPOSED PARTITION/ PROPERTY LINE - -- , TOWNHOME (BUILDING 1): (2) 2 BR UNITS AND (2) ONE BEDROOM UNITS ' ?,\X PRIVATE PATIO (100 SF PER UNIT) �1. 2 BR x@843 SF, HEIGHT 32'-7' +I- 2 /2 BR @843 SF, HEIGHT 3Z-7"+/- EXISTING 2'7"+/- EXISTING HOUSE TO REMAIN', 25' TRANSITION TO ADJACENT LDR ZONE PROPOSED FENCE 6' HEIGHT EXISTING 6' FENCE TO REMAIN - ' 24' ASPHALTIC CONCRETE DRIVEWAY jJ{ ° UNIT DRIVEWAY ASPHALTIC CONCRETE [[ "NO PARKING- FIRE LANES SIGNS PER SFC 103.6 I U TI s 4, 1 U T2 u � , a HEmi i p ME mm Z -1J �-- N � 0 �' Q D O �� d �!` �► fit- +� Y U m w Cn 0 r, - SHOWN AS AN APPROXIMATE REFERENCE. j NOT SURVEYED.lis s TOWNHOME (BUILDING 2): /- (4) 2 BR UNITS AND (1) ONE BEDROOM UNIT PRIVATE PATIO (100 SF PER UNIT) 3. 2 BR u@876 SF, HEIGHT 37-7- 4. 2'7"4. 2 BR @843 SF, HEIGHT 32'7" +1- 5. 2 BR @876 SF, HEIGHT 3Z-7- 6. 2'7"6. 2 BR x@876 SF, HEIGHT 32' 7' +1- 7. 1 BR x@517 SF, HEIGHT 23'-7" +1- t ' PROPOSED SHORT-TERM BIKE PARKING - `4 SPACES- 4 REQUIRED '� z TOWNHOME (BUILDING 3): IA (7) 2 BR UNITS AND (1) ONE BEDROOM UNIT wom PRIVATE PATIO (100 SF PER UNIT) 8. 1 BR c@517 SF, HEIGHT 23!-7- 9-14. 2 BR @843 SF, HEIGHT 37-7- 15. 2' 7'15. 2 BR @876 SF, HEIGHT 3Z -7 - ESTIMATED DISTANCE FENCE TO PATHWAY EDGE - 12' MINIMUM DISTANCE TO BE MAINTAINED ALONG ENTIRE FENCE LENGTH PROPOSED 6' FENCE TRASH/ RECYCLE ACCESS EASEMENT BENEFITING 297 DEADMOND FERRY RD. DOC. # 91898 PARKING &'CIRCULATION SETBACK TO BE PLANTED WITH 30-40" EVERGREEN HEDGE AND SHADE TREES 30' O.C. SLEEVES I. 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 * MOOD 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. Ila 1. 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 900 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 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 12-24 DWELLING UNITS PERMITTED PROPOSED: 15 DWELLING UNITS 18 DU /NET ACRE VEHICLE PARKING: REQUIRED: STANDARD: 1 SPACE / DU RESULT: 15 SPACES PROPOSED 15 GARAGE SPACES + 1 DRIVEWAY SPACE EACH BIKE PARKING: REQUIRED: STANDARD: 1 SPACE / DU, 1001/6 LONG-TERM RESULT: 15 SPACES 250/6 SHORT TERM= 4 OUTDOOR SPACES PROPOSED: 15 SPACES PROVIDED IN GARAGE, PLUS FOUR SHORT TERM SPACES OPEN SPACE: GENERAL O.S. REQUIRED: STANDARD: 15% OF GROSS SITE AREA RESULT. GROSS SITE: 0.717 NET ACRES (MULTIFAMILY TRACT) 15% OF GROSS SITE= 0.107 ACRES PROPOSED: 0.24+ ACMES (28% OF GROSS SITE) COMMON O.S. REQUIRED: STANDARD: .25 SF / 1.00 SF OF GROSS FLOOR AREA (500 SF MINIMUM WITH NO DIMENSION LESS THAN 16) RESULT: GROSS HEATED AREA: 12,056 SF X.25-- 3,014 S.F. 3,014-1,740 S.F. (PRIVATE OPEN SPACES 1,274 S.F. COMMON SPACE REQ. PROPOSED: 1,770 SF ACTIVE O.S. REQUIRED: STANDARD: 250 SF PER /20 DU (NO DIMENSIONLESS THAN 16) 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 9) RESULT: 15 DU x 96 SF =1,440 SF PROPOSED: 1,740 SF (COVERED BACK PORCHES) 116 SF EACH X 15 UNITS= 1740 S.F. LANDSCAPING: REQUIRED: STANDARD: 15% OF GROSS SITE AREA RESULT: GROSS SITE: 0.717 NET ACRES (MULTIFAMILY TRACT) 15% OF GROSS SITE= 0.107 ACRES PROPOSED: 0.24+ ACRES (28% OF GROSS SITE) TABULATION OF IMPERVIOUS SURFACES NOTE THAT IMPERVIOUS AREA CALCULATIONS ARE FOR MULTI -UNIT LOT ONLY. EXISTING (TO REMAIN) BUILDINGS 0 SF TOTAL SITE 31,246 SF PARKING AND CIRCULATION 0 SF TOTAL 0 SF TOTAL IMPERVIOUS - 21,958 SF PROPOSED NEW: TOTAL PERVIOUS/VEGETATED 9,288 SF BUILDINGS 8,536 SF PAVING 13,422 SF TOTAL NEW: 21,958 SF TOTAL IMPERVIOUS SURFACE: 21,958 SF LEGEND -- - -► r-� PROPERTY LINE (SUBJECT PROPERTY) PROPERTY LINE (ADJACENT LOTS) PROPOSED FENCE EXISTING EASEMENT SETBACK CONCRETE PAVING r --------- I VEGETATED STORMWATER TREATMENT AREA I_ SWTF - I TRASH / RECYCLING ENCLOSURE BIKE PARKING Vitt EXISTING DECIDUOUS TREE TO REMAIN 1 s 1 EXISTING CONIFEROUS TREE TO REMAIN _ IRRIGATION SLEEVE PROPOSED POLE MOUNTED LIGHT - - 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. • CHEMICAL HANDLING, 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. TRANSIT FACILITIES NEAREST TRANSIT FACILITIES EXISTING: Lane Transit Authority EmX, Pavillion Station 920 ft from subject site operates 7 days a week LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 07-30-2021 in A �X Ila A cl 6, A* -0�-`o ZA lk SVVTF ups IN if *T o C3 N CD 25!-W TYP. ik V, 00, rt N "m d�. UNIT 7 UNIT 6 UNIT 5 = UNIT 4 = UNIT 3 V, z All UNIT 8 UNIT UNIT UNIT UNIT UNIT ulrTT '7 UNIT 10 11 12 13 14 7� C) 7 ;P 4; 0 LEGEND GRADE BREAK DIRECTION OF DRAINAGE MATCH MATCH EXISTING GRADE HP L LP LOW POINT TW TOP OF WALL BW f -n - TIC 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 a, PROPOSED AREA DRAIN —1499.40) EXISTING ELEVATION / CONSTRUCTION am w JUL 07-30-2021 L I H Zw 0 LL 10 0 0QQ z > m W i -L ui 0 W z ()0 0- c%j CO) 4- RhYl:4J& 14 0! 10, w 40' Revisions # I Date I Description [F;1--1 Rlh-1.435,76 A! A/ �7)u #, "t—e-jo—, -f, i -j Af VU k A I A i ---------------- DC7 I Z -M A! 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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. LEGEND 439.6 ---/-Di 439.1 TYP. 439.10,--` 439.6 GRADE BREAK 439DIRECTION DIRECTION OF DRAINAGE .6 439.0 � � f .439.6 TYP. MATCH MATCH EXISTING GRADE } x _ 0.0 HP HIGH POINT LP LOW POINT FFE TW TOP OF WALL f 'o, 5�� (�j��(�f�(6 BWBOTTOM OF WALL •a nwwm L 3wwma a -WWv I r '.x SANfI'�iRY DRAIN 439.4 UNIT 8 UNIT UNIT UNIT UNIT UNIT UNIT UNIT `�; ,z .�.,._ 439.5 } � �_�� TC TOP OF CURB 10 11 12 13 14 TYP � "IN BC BOTTOM OF CURB -.._. ,lc. HM tP3fl�masANN Y' 499.40 PROPOSED GRADE f TS TOP OF STEP BS BOTTOM OF STEP 439.49 wfl � 38.9 439.0 YI TYP. ALL LOTS PIPE INVERT 439.5 sti ;s 439.40 TYP. ALL LOTS 438.3 Yl TYP- ,- FL FLOW LINE ELEVATION 437.66 AGGREGATE EDGE- FRENCH 439.1 � -= DRAINS WEST o DRAIN BELOW ELEV. 437'.3 t AT 110 GROUNDCOVER EDGE ABUTTING ---� AD AREA DRAIN YARD DRAIN INLETS AND FENCE AT PROPERTY LINE ti `? PERIMETER FRENCH DRAIN 439.40 TYP. ALL LOTS ` --- MID PROPOSED AREA DRAIN , EXISTING ELEVATION 4 �¢ {� � .. S�'\ . ,-16aE`4�S` \. % �m ! ,°� � j • ? } i F k _ 3 f� 3 0. ,:., °Tfa m LAND USE REVIEW SET THIS DRAWING IS NOTFOR CONSTRUCTION 07-30-2U21 f LANDSCAPE ARCHITECTS + us w 0 i"w0h1-- � X m wu 0 Q = O Ei! ftJ � � t21 J a-'-0 = Q In = z = t-- � ahz� clLL' _ .1 w h am Q o p 0a '01 1 w (� >wpwot`!t=- Lu n/ Efl p�LLte� I. - OT >: OT>- 0 �Q6w0 ut_jt-cs81;n LO =�ornultr X i� -w c,I -s-Z z,t= � c>`- Q to ¢,OLuV<c < < ca N p Z� m iE zo -j ¢oOh�na- ��? Q -'nth-wvs �ooQtrz act 3 z�TZzoj 0m) 39 Cwwto-=awcL Wj crm1--w_zo'r �} O !w ',usturt-w xx-jamza �. fC-1 S Y Q V 8-13-19 3 Z of in r Z 0 m 0 cr cr a M uj C4 a % 0 in a o i tot u a U, LL ■ c J H W 0 z w a an w p LL � n .i. a U.o z 13 W o w N u) N SCALE 1" = 20' - 0" 111111ii V 10' ;Mmmmmlml 20' 40' Revisions # I Date Description Z of in r Z 0 m 0 cr cr a M uj C4 a % 0 in a o i tot u a U, LL ■ c f, 4 £ 1 } � ,,,_.�,. .-t :;.:, � f'�-Sta � a d f +. t' r l 1 gy �' kk sl �- 4. t S\E) t-4 t F j �tFA zz...t-.---.-.- ( t tY § ..._. �i E Y` E` t�t34 l� ft'4�$ ��fz�'�Y ��� � �t�f:ti`� i ��tY'f� LLI } g _ p� _ ,. ` > ' �`l ? ''; SD t .. '"° _�-___ (, ice = (;= t Y. € ( S D t eY J SCJ —`?y Ja i k� j� j j� x J I J —r" ; rZ t' Deadill-ond Ferry Road , e I C/ 7m i :.-� r, r � „ f l s fr- 0j a l y- l-) ;-tit �<-W � `e°r p 1 { ( u� v j - t ; i u° H01— � � ; :.• t i' ( i.i t 3 '� �t �-� � � - _.--y l t-- f 'i' � f , v � «-,% ` Y (6) 01SESP s (7) LON PIL (4) WS '(15) CAR TUM RESEED ALL. DISTURBED PLANTING AREAS i=J Vii; F (14) CART ' (8) CISH f - (6) LON PIL i r l 5 4 (1) ZEL GRE STORMWATER (3) CI.S CARP PLANTER t 5 SER IC i` ( ) MULCH TO AGGREGATE EDGE, FENCELINE AND BUILDING EDGE PRIVATE BACK YARDS TO BE MULCHED, TY . (39) MAti Anil (10)CORM g (6J5)) FM CM , (aATI) CAR TW , (2) C11 D -r (13) C€iR Imo.. (12) ACE Cit (1) KOE PM (274) ARC UVA (1) WS SYL (1) KOE PARI (10) COR KEL (2) CEL OCC (62) FRA CHI (356) CAR RN (4) WS SYL (11) COR I{E. (11) ACE Cl2 ` fills °O Zi 71. Mw Em Iff t Elm Son &� �f �i1i111I ■� Alii%N ���1 !l111�1 fillillfi� ����+ usa. .�. a e..r+:ia. - ni, a• a3a� - JAM l yi siMw No EME MEM 7,� e ME=!E! !t! !! r Iry �:► .�w FIiII1I �i ■u�ua J 1 Se � > s ��,f, h. �f �v .,,k ft1w �j.� wgum&lel PRIVATE BACK YARDS TO BE MULCHED, TYP. MULCH TO AGGREGATE EDGE, FENDELINE AND BUILDING EDGE lolly::::..: ISI � ::.:i.� ■� iiriiiiii� Iii iiiniii� I���iinuin I�� aniiii ��� iniiiii —i iuii�� N 4 t itfi;;ar f E) _ SD(E-) (3) CIS GRP (6) LON P11- (1) ZEL 5.(1)ZEL IRE r= t 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 DATIONS 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 OWNERS 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. 7. PLAN IS TO SCALE, INSTALL PLANTS IN SHOWN QUANTITIES AT SHOWN SPACING. BIKE PARKING (SHORT-TERM) MASTER PLANT LIST TRASH / RECYCLING ENCLOSURE MASTER PLANT LIST CONTAINS ALL PLANTS INCLUDING STORMWATER AREA PLANTS. BIKE PARKING PLANT S EXISTING DECIDUOUS TREE TO REMAIN EXISTING CONIFEROUS TREE TO REMAIN IRRIGATION SLEEVE PROPOSED POLE MOUNTED LIGHT EXISTING STREET LIGHT TO REMAIN TREES BOTANICAL NAME COMMON NAME SIZE QTY CEL OCC CELTIS OCCIDENTALIS COMMON HACKBERRY 1.5" CAL. 4 GOR KOU CORNUS KOUSA KOUSA DOGWOOD 5' HT. 8 KOE PAN KOELREUTERIA PANICULATA GOLDEN RAIN TREE 1.5' CAL. 2 NYS SYL NYSSA SYLVATICA BLACK TUPELO 2' CAL. 5 ZEL GRE ZELKOVA SERRATA `GREEN VASE' GREEN VASE SAWLEAF ZELKOVA 2' CAL. 5 SHRUBS BOTANICAL NAME COMMON NAME SIZE QTY ACE C12 ACER CIRCINATUM VINE MAPLE 3 GAL. 23 BER ORK BERBERIS THUNBERGII 'ORANGE ROCKET' ORANGE ROCKET JAPANESE BARBERRY 5 GAL. 15 CIS GRP CISTUS X 'GRAYSWOOD PINK GRAYSWOOD PINK ROCKROSE 3 GAL. 47 COR STO CORNUS STOLONIFERA REDTWIG DOGWOOD 3 GAL. 3 COR ISN CORNUS STOLONIFERA 'ISANTI' ISANTI REDTWIG DOGWOOD 3 GAL. 3 COR KEL CORNUS STOLONIFERA 'KELSEYI' KELSEY REDTWIG DOGWOOD 1 GAL. 44 EUO UPR EUONYMUS JAPONICUS 'GREEN SPIRE GREEN SPIRE EUONYMUS 3 GAL. 4 FOT AIR FOTHERGILLA GARDENII 'MT. AIRY' DWARF WITCHALDER 3 GAL. 1 HEL HEN HELIANTHEMUM NUMMULARIUM 'HENFIELD BRILLIANT HENFIELD BRILLIANT SUNROSE 1 GAL. 30 LON PIL LONICERA PILEATA PRIVET HONEYSUCKLE 3 GAL. 35 MAH AQU MAHONIA AQUIFOLIUM OREGON GRAPE 1 GAL. 39 OSM DEL OSMANTHUS DELAVAYI DELAVAYI OSMANTHUS 5 GAL. 3 SPI LIT SPIRAEA X BUMALDA 'LITTLE PRINCESS' LITTLE PRINCESS SPIREA 3 GAL. 8 VAC OVA VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 5 GAL. 8 GROUND COVERS CODE BOTANICAL NAME COMMON NAME SIZE SPACING QTY CAR TUM CAREX TUMULICOLA FOOTHILL SEDGE 4" 12" o.c. 772 ,' ; ', FRA CHI FRAGARIA CHILOENSIS BEACH STRAWBERRY 4' 12" o.c. 127 LAW SLD LAWN SEED LAWN SEED 1" o.c. 352,781 LIR BIG LIRIOPE MUSCARI 'BIG BLUE' BIG BLUE LILYTURF 1 GAL. 24" o.c. 181 NEP WLO NEPETA X 'WALKER'S LOW WALKER'S LOW CATMINT 1 GAL. 24" o.c. 73 LOW GROUND COVERS CODE BOTANICAL NAME COMMON NAME SIZE SPACING QTY -; ARC UVA ARCTOSTAPHYLOS UVA URSI KINNIKINNICK 1 GAL. 12" o.c. 274 PRELIMINARY STORMWATER PLANT LIST STORMWATER JUSTIFICATION PLANT SCHEDULE PLANTER N Stormwater Planter North GROUND COVERS BOTANICAL NAME COMMON NAME SIZE SPACING QTY CAR NM CARER TUMULICOLA FOOTHILL SEDGE 4' 12" o.c. 15 PLANT SCHEDULE PLANTER S GROUND COVERS BOTANICAL NAME COMMON NAME SIZE SPACING QTY CAR TUM CARER TUMULICOLA FOOTHILL SEDGE 4' 12" o.c. 14 PLANT SCHEDULE RAINGARDEN N LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 07-30-2021 �r LANDSCAPE ARCHITECTS - w s ui"`c� �won X- M 25 w 0, U, UT F 7 z®� 0- C% w_2� O a�,�o �� �¢ >�0� o -- 0(b Q !- F t - m UQu�oa IIx- wk c, Cx: S? rx U v� ca _ �cr ¢zF- Q>-QwQ�t CIDU �y o ii � Q QUwpZm �- 0�,�Z Q Z Q E9 w�,���„ , O ;moi-Q�w ZUtitO0- ui s+ t' Q w Q -to O a>z>F=� a co w z 0w0 W �j ccv,I- zoo _ Ln 0 wwZZQ�w = zXamza H M d CI ST AR;,� a b 8-13-19 TREES BOTANICAL NAME COMMON NAME SIZE Required QTY Groundcover 15 CEL OCC CELTIS OCCIDENTALIS COMMON HACKBERRY 1.5' CAL. Stormwater Planter South 2 14 s.f. Vegetated S.F. KOE PAN KOELREUTERIA PANICULATA GOLDEN RAIN TREE 1.5' CAL. Groundcover 1 (11) LON PIL SHS BOTANICAL NAME COMMON NAME SIZE 565 s.f. QTY (2)7ME Plant Category ACE Cl2 ACER CIRCINATUM VINE MAPLE 3 GAL. 3 12 (3) oSMILEI 11 COR KEL CORNUS STOLONIFERA 'KELSEYI' KELSEY REDTWIG DOGWOOD 1 GAL. 452 23 GROUND COVERS BOTANICAL NAME COMMON NAME SIZE SPACING QTY lVegetated S.F. Scheme B CAR TUM CAREX TUMULICOLA FOOTHILL SEDGE 4" 12' ox. 387 Large Shrub 11 FRA CHI FRAGARIA CHILOENSIS BEACH STRAWBERRY IV 12" o.c. 65 418 PLANT SCHEDULE RhAINGARDEN S N SCALE I"= 20` - 0" WWI a 10' 20' 4V Revisions TREES BOTANICAL NAME COMMON NAME SIZE QTY CEL OCC CELTIS OCCIDENTALIS COMMON HACKBERRY 1.5" CAL. 2 KOE PAN KOELREUTERIA PANICULATA GOLDEN RAIN TREE 1.5° CAL. 1 SHRUBS BOTANICAL NAME COMMON NAME SIZE QTY ACE C12 ACER CIRCINATUM VINE MAPLE 3 GAL. 11 COR KEL CORNUS STOLONIFERA'KELSEYI' KELSEY REDTWIG DOGWOOD 1 GAL, 21 GROUND COVERS BOTANICAL NAME COMMON NAME SIZE SPACING QTY CAR TUM CAREX TUMULICOLA FOOTHILL SEDGE 4' 12' O.C. 356 FRA CHI FRAGARIA CHILOENSIS BEACH STRAWBERRY 4' 12' O.C. 62 LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 07-30-2021 �r LANDSCAPE ARCHITECTS - w s ui"`c� �won X- M 25 w 0, U, UT F 7 z®� 0- C% w_2� O a�,�o �� �¢ >�0� o -- 0(b Q !- F t - m UQu�oa IIx- wk c, Cx: S? rx U v� ca _ �cr ¢zF- Q>-QwQ�t CIDU �y o ii � Q QUwpZm �- 0�,�Z Q Z Q E9 w�,���„ , O ;moi-Q�w ZUtitO0- ui s+ t' Q w Q -to O a>z>F=� a co w z 0w0 W �j ccv,I- zoo _ Ln 0 wwZZQ�w = zXamza H M d CI ST AR;,� a b 8-13-19 15 s.f. Vegetated S.F. Scheme A Plant Category Required Actual Plant Count Groundcover 15 15 0 Stormwater Planter South 14 s.f. Vegetated S.F. Scheme B Plant Category Required Actual Plant Count Groundcover 14 14 n Stormwater Raingarden North 565 s.f. Vegetated S.F. Scheme S Plant Category Required Actual Plant Count Tree 3 3 Large Shrub 11 11 Small Shrub 23 23 Groundcover 452 452 LL Stormwater Raingarden South 0 523 s.f. lVegetated S.F. Scheme B Plant Category Required Actual Plant Count Tree 3 3 Large Shrub 11 11 Small Shrub 21 21 Groundcover j418 418 LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 07-30-2021 �r LANDSCAPE ARCHITECTS - w s ui"`c� �won X- M 25 w 0, U, UT F 7 z®� 0- C% w_2� O a�,�o �� �¢ >�0� o -- 0(b Q !- F t - m UQu�oa IIx- wk c, Cx: S? rx U v� ca _ �cr ¢zF- Q>-QwQ�t CIDU �y o ii � Q QUwpZm �- 0�,�Z Q Z Q E9 w�,���„ , O ;moi-Q�w ZUtitO0- ui s+ t' Q w Q -to O a>z>F=� a co w z 0w0 W �j ccv,I- zoo _ Ln 0 wwZZQ�w = zXamza H M d CI ST AR;,� a b 8-13-19 L6.0 CL w Q w T 04 0 z J J 0 wQ w n 0 Z tx wLL_ an J �0 > o Q LL p tr ti o� 0 0 pO G U O a 0 o d tom a Q LU w z © w Q N CO N SCALE I"= 20` - 0" WWI a 10' 20' 4V Revisions # I Date I Description L6.0 CL w Q w T 04 0 z 0 wQ wLL_ �0 o Q o� 0 CO U � G U In 0 o d tom L6.0 CL w Q w T 04 0 NOTES _ fi : '9:1. 48 SLEEVES 1. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN THE LAYOUT OF 1. SLEEVES SHOWN ON DRAINING ARE TO BE INSTALLED r.) �d')''y WORK PRIOR TO EXECUTION OF THE WORK. AS FOLLOWS: 2. OWNER'S REPRESENTATIVE WILL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL SLEEVES TO BE SET 18" BELOW FINAL GRADE. SITE INSPECTIONS. SLEEVES EXTEND 4" BEYOND ADJACENT PAVEMENT 3. IRRIGATION LAYOUT IS SCHEMATIC. ADJUST ROUTING OF IRRIGATION LINES OR INSIDE FACE OF CURB. c:AND HEADS AS NECESSARY TO AVOID EXISTING UTILITIES OR CUTTING TREE * OPEN ENDS ARE TO BE COVERED WITH DUCT TAPE i k4:4 ; S. �` m -4,' 7 ROOTS.* WOOD LOCATION STAKES (2 X 2 RED TOP) ARE TO !k 4. VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO EXCAVATION. DAMAGE TO BE PLACED AT ALL SLEEVE LOCATIONS AT FAGS OF r ,,;. , . � e, _. _ ,. „;, �, -�4 -lt= , : r s�'� AYW!H WALKS AND UR ( it � W -' 'i'-- W l}t`4J r .., a, yp,i-t �'. :. rhe j Ot' _.,t E`W t. is xn...<s .A `,,..t < ,i,;, t i ?t t f i- ,. ;ts, ;:.: :Y £-.: r= CURBS. E) W_ ; F § - , j , w ,.; , , { k ,.r - ; : , : : , ____�_�_ r. , _ n. : t q) ry ---- , < � r EXISTING UTILITIES WILL BE REPAIRED BY CONTRACTOR. #N A MANNER C4Yd{t jd d�rex (-,.t-(.iYV �1.g#tYs -., (€- t } �. l L �`' '` ;t"`�'` 2. ALL SLEEVES SHALL BE SCHEDULE 40 PVC. APPROVED BY OWNER OR OWNER'S REPRESENTATIVE. 3. IRRIGATION SLEEVE SIZES NOT NOTED ON PIANS. I TIT y 5. PROTECT TRUNKS, LIMBS AND ROOTS OF EXISTING TREES FROM ABRASION INSTALL 4" SLEEVE FOR LATERALS 6" SLEEVE FOR -�a p. \'^ ' } ' ' u u t` `-, ,..,$ i l ;^7"� % L' / E- S D 4 z__ k`Q (F\ S D 1 C S D -� �F----=;' � '''�'-�' tr s yy D� SD c S S S !E) -��-------- _ E).�€..r ) `� } z-( , u.., > AND COMPACTION. GUT NO ROOTS OVER 3 IN DIAMETER WITHOUT APPROVAL Ld r-6 L r i k f '�✓€t`5t. tu�J.�i ���:���`� MAINLINE AND MULTIPLE LINES. BY OWNER'S REPRESENTATIVE. 4. SLEEVE LAYOUT IS SCHEMATIC. VERIFY LOCATIONS � 6. SEE IRRIGATION PIPE SIZE CHART FOR PIPE SIZING AND NOTES. AND NOTIFY LANDSCAPE ARCHITECT OF ANY 7. VERIFY IRRIGATION PERFORMANCE, MINIMUM STATIC WATER PRESSURE OF 85 DISCREPANCIES PRIOR TO INSTALLATION OF PAVING, a - P.S.I. AND MINIMUM FLOW (ASSUMED 65 GPM). ELECTRICAL AND IRRIGATION SYSTEM. y - -� ad �' 1 Feffny �r 8. INFORM OWNER'S REPRESENTATIVE OF PRESSURE AND FLOWS LESS THAN UTHOSE STATED. D= 9. INSTALL SPRAY HEADS 6" FROM ADJACENT BUILDINGS AND WALLS OR WITHIN lr-� 3" OF ADJACENT PAVEMENT AND CURBS. L�jIift�7, € J i. SCJ !g / :.£3 ( ! t t i ( ! i' (F)Oi 3Yd, { E)O k0 "E OH 1eY� 't `L} §fi 4 r �}"3 'fr+s i. -.s, - OF Sp --- 4 HEAD SCHEDULE p}p}p = e_ . IRRIGATION SCHEDULE - s ; SYMBOL MANUFACTURERIMODEUDESCRIPTION QTY PSI } 3 i" ,4 c3 © t 4 HUNTER PROS-04-PRS30 SHORT RADIUS NOZZLES 1 30 € 2Q 2H 4Q 4H 6Q 6H TURF SPRAY 30 PSI REGULATED 4.0" POP-UP. CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. E `X HUNTER PROS-04-PRS30 5` STRIP SPRAY 3 30 Es l_cs Rcs cs TURF SPRAY, 30 PSI REGULATED 4.0" POP-UP. CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. 7 O HUNTER PROS-04-PRS30 5` RADIUS 2 30 If . Q H F TURF SPRAY, 30 PSI REGULATED 4.0" POP-UP. CO -MOLDED WIPER SEAL .. ` ' 3$ WITH UV RESISTANT MATERIAL. -17 - HUNTER PROS-04-PRS301W RADIUS 11 30 Q T H F TURF SPRAY, 30 PSI REGULATED 4.0" POP UP. CO -MOLDED WIPER SEAL NTH UV RESISTANT MATERIAL. ' HUNTER PROS-04-PRS3012a RADIUS 4 30 Q T H TT TQ F TURF SPRAY, 30 PS# REGULATED 4.0" POP-UP. CO -MOLDED WIPER SEAL ( F . WITH UV RESISTANT MATERIAL. HUNTER PROS-04-PRS3015` RADIUS 5 8.30 Q T H TT TO F TURF SPRAY, 30 PSI REGULATED 4.0" POP-UP. CO -MOLDED WIPER SEAL s WITH UV RESISTANT MATERIAL. .x1.4}!. ® e � '®' d Q HUNTER PROS -{}6 SHORT RADIUS NOZZLES 26 30 Q 6Q 6H 2Q 2H 4 �H SHRUB SPRAY, 6.0" POP-UP. CO -MOLDED WIPER SEAL WITH UV :-= = RESISTANT MATERIAL. fn HUNTER PROS -06 5' STRIP SPRAY 30 30 _ - 4 �Y� Fs LCS RCS CS SHRUB SPRAY 6.0" POP-UP. CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. - = ,_- Q Q Q HUNTER PROS -Illi 5' RADIUS 5 30 X.410 SHRUB SPRAY, 6.0" POP-UP. CO -MOLDED WIPER SEAL WITH UV ♦ ' - 3t? m t =GAPA ftl (/) wa; RAGE $ 4� �. _ RESISTANT MATERIAL. T ` 'Q` G) HUNTER PROS -06 8' RADIUS 11 30 12 t l• Q T H F SHRUB SPRAY, 6.0" POP-UP. CO -MOLDED WIPER SEAL WITH UV RESISTANT MATERIAL. $ 4 4 4 4 - 4 - 8 10 �o HUNTER PROS -0610` RADIUS 25 30 Q T H F SHRUB SPRAY, 6.0" POP-UP CO -MOLDED WIPER SEAL WITH UV Y- RESISTANT MATERIAL. HUNTER PROS -0612' RADIUS 1 30 8 -�- Q T H TT TQ F SHRUB SPRAY, 6A" POP-UP. CO -MOLDED WIPER SEAL WITH UV V- RESISTANT MATERIAL. - O 30 X2 7 HUNTER PROSE ADJUSTABLE ARC 1 30 lyr 8 = - SHRUB SPRAY, 6.0" POP-UP. CO -MOLDED WIPER SEAL WITH UV VIC _ �rl= �# �*- � RESISTANT MATERJAI..4%4' 4 4 f 4 �.' 4 4e 4d 4; ;9%d 4A\ SYMBOL MANUFACTURER IODEUDESCRIPTION .9a RAIN BIRD FGA GLOBE 1",1-112", 2" ELECTRIC REMOTE CONTROL VALVE, GLOBE. lu w SHUTOFF VALVE o , - t0 IRRIGATION LATERAL LINE: PVC SCHEDULE 40 IRRIGATION MAINLINE. PVC SCHEDULE 40 2 - - - - - - PIPE SLEEVE: PVC SCHEDULE 40 Valve C.alicuut # Valve Number IRRIGATION CONTROLLER} #" # Valve Flow E Valve Size 0 VALVE SCHEDULE f LANDSCAPE ARCHITECTS Lu ,6 ",� o� J 0 VAILVE SCHEDULE amu..>x z o ut w a u W Q 0 wxzxE-x w LANG USE W E! - an >0 tL E"' itS t- Q NUMBER MODEL SIZE TYPE GPM -75 WIRE PSI PSI POC PRECIP d LL qwn 2 RAIN BIRD PGA GLOBE 1-112" SHRUB SPRAY v a~i 9.66 1.34 in/h L-tr REVIEW SET C4 a 0 0 J �u¢`d`?tx- ae ul 3 RAIN BIRD PGA GLOBE 1" SHRUB SPRAY 8.88 37.14 1.24 in/h _ FZxatc.� 4 RAIN BIRD PGA GLOBE 1-112° SHRUB SPRAY 10.48 33.87 0.93 in/h 4V THIS DRAWING IS X 1' 'x'- 1'xtUIliu3w �ig�¢z+x- 5 RAIN BIRD PGA GLOBE 1-112" SHRUB SPRAY 34.13 38.27 1.12 in/h NOT FOR mr T-1 RAIN BIRD PGA GLOBE 1" TURF SPRAY 13.78 40.79 0.75 in/h CONSTRUCTION E Q Z o F'w w � d' 0 U �Wcw 4 07-30-2021 t3. crx zUwOa,�, CO 0 Q zw�zzov' f LANDSCAPE ARCHITECTS �GISTEh' 10112 Lu ,6 ",� o� J 0 amu..>x z o ut w Z W Q 0 wxzxE-x w W E! - an >0 tL E"' itS t- Q z Z -o o -a d LL qwn jO v a~i CD M o - uj ww L-tr c!) C4 a 0 0 J �u¢`d`?tx- ae ul 0 O W aoQoEx� _ FZxatc.� N 1� 0' 1a CiAm 4V Revisions X 1' 'x'- 1'xtUIliu3w �ig�¢z+x- Description Lu a >- O u,m o ¢ a m u>, o a- C-4 E Q Z o F'w w � d' 0 U �Wcw 4 co t3. crx zUwOa,�, CO 0 Q zw�zzov' a> Z 7 r g R -w -3w 1:tr¢u rLu m v� n� s E,.t�x�o�o t.- ofZ0Ix I- M d CL =X_j<wz¢ �GISTEh' 10112 L7.0 C u c u mi J 0 w Z W Q 0 w W E! - an >0 o z Z -o o 0 d LL tr cl v a~i CD M Zw L-tr c!) 0 a 0 0 J r 0 iz w W z , lx QO 0- N U) N SCALE 1"=2V-0" 0' 1a 20' 4V Revisions # # Date I Description L7.0 C u c u 0 W Q .Q W E! - o z -o o Q c C' 0 CD M � ICL � v 0 o I a L7.0 C u c u TREE ASSESSMENT LEGEND f . {u ti _ PROPERTY LINE Clg+� EXISTING CONTOUR i r -F --s L„f - _ , $ -4 _ ii�f ,76 ` TREES TO BE REMOVED HAVE BEEN DETERMINED BY LANDSCAPE ARCHITECT TO BE: i 1 13 tFt's {'- i AF (r1 kt'ti p`' t},P Ai 9� i { ;;a6Rt -i tir-`s ;a; i'- k>9.• L 'r`ik: — Se,, d.;-..� ` _ �� zi? €�`q. VH, i, V. G - -- --: ., ,. i F i, . r : ;X; - 43;. : ; . i{ . 1. #N THE CONSTRUCTION PATH r �. .. , e v�� ,� x� 4i' ��� e';� s. � e'er' s, .� �`�. 1���s �, 'ti a'" �E�u�' � C_ tit`: a t �r.:�.�,: 2. IN DAMAGED CONDITION - LIMIT OF DISTURBANCE � �}3 . �� -� 4i � ' �� � � � f � � r�`�`` � ♦ �' � �-� t � �3. �J. � 3. IN SERIOUSLY DECLINING HEALTH ,o f ` , _ _ 4. HAZARDOUS TO FUTURE RESIDENTS AFL ���� � C, On ! � a may, _ t f \ t f" - r - _ ,, t - ` t t - r r, .,. r a`. 5. TECHNICAL FELLING Q I l S � s f �� v ar������ \ i=} `—���� _I� ���, ; :... .:� � ` s ��"�i t�� 3L� r; l� ( � � ` r i' ��j� (F' L �I� # > v X J r TREE PROTECTION FENCE Li I ,r Dead r�O d Ferry Road � ` �` SIZE/TYPE CONDITION 10"CHERRY REMOVED UNDER THIS 9 EXISTING TREES TO BE 9 ; i i 1.8" MAPLE FAIR x 1 FAIR TREE REMOVAL PERMIT } y � t .� _ 2 8FT FILBERT CLUMP FAIR X E �� HA - E) t . 5 r f` TREE GOND#TIONS v{, -{r� , ,`ti t '-- " �7,,4�--- � r 3. 3"H GLUMPOFfi t 4, F ri a� ,.r, _� OLLY 1 G - GOOD 4. W MAPLE FAIR x F - FAIR P - POOR ~ y 8"MAPLE 5. 8FT FILBERT CLUMP FAIR ,x t x F 1, FAIR 6. 8FT FILBERT CLUMP FAIR X N7. 8" SNAG POOR X 10 CHERRY TREE PROTECTION FENCING J f,4 7h}` 8. 7FT FILBERT CLUMP FAIR x 1, FAIR b - 9. 10" COTTONWOOD FAIR X $ FILBERT EXIST#NG TREE TO REMAIN t .�: :�{ . •_ - �.-•.. ' :�10. 12" CHERRY t a. 1r 2, FAIR FAIR X U- 4-.tv r - . .t 11. 10" CHERRYFAIR X r� =:< q 3$ HOLLY CLUMP OF 6 \ -. ------ { --•.. ` `� � 3, FAIR IS. f `l }\ / , 1x1\\ { r' ` 36" MAPLE f gg 4, FAIR OEM _511 A j $ r f . �\ € i 41 — ..' ' 8FT FILBERT CLUMP 5, FAIR s r i 1 l f t 8FT FILBERT CLUMP 6, FAIR 1 8" S VAG Fks u 7, POOR CLUMP -� FT 7 FILBERT - 7 8, FAIR f } • -jP 10" COTTONWOOD co tmm ° H 01 MAN fil M� a is : s _ 1S s. z`f. • AL__ A_ 2" C 1 HERRY in ' 1 10, FAIR NOTES _ 10" CHERRY - 11, FAIR 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. --�3i$ 19VFIYJ b �(1} �(E7 iii iLi 3JY2N z t t � f 3 *} • s 3� 4. ALL OSHA REQUIREMENTS BE COMPLIED WITH ON SITE. 5. ALL SITE ACCESS TO BE FROM EXISTING ACCESS POINT. 'A ,e . ' - - _ `` 6. EXCAVATION AROUND TREE: DO NOT CUT LATERAL OR TAP ROOTS. USE - NARROW TINE SPADING FORKS AND COMB SOIL TO EXPOSE ROOTS. OR 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 _ APPROXIMATE CK 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 E T QTS AGA#NST 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. R 99 l I RNM v:;0�0 t g t s x Pd F} Y O -1 0 f LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 07-30-2021 f LANDSCAPE ARCHITECTS - rr — Aq l uJ U3�EY CF Wa mi Z ¢zQc�ui= ui�tt!-� v,sz=rr .�c_9a►—zv� w JCL zt w 1-1k:itltiti-0� C> Z M. w 0 a Zoo= Cw >m LI [L� CD " = u, a '_ O cf? �oZiu�.� Q6'2Ia ii w> LL tet' = z w CD ul = X wC�Qzx—' 0 0 att ©m0g wLL O L' T0aa "S Z O o ggwza N �p E <Z��� o isI O ? us g � ac i z [YO tIC = owLau t— wOjum, N ix CO) ai tC O QcoQzwOv' Q Q>z>—'S moml �� o � i Id 0' 10' 20' t!3 {� ++ tg (cuwLt-�wCL t�>_cui*-"=1 w i # I Date E{� Qca �'D z= ¢ us vi Eu�- ui << I' - Mil. =x Fwn M0 w rr — Aq l mi Z w JCL WON)0 Z w 0 a >m w> LL Q Q a� z wLL O WCO "S Z O o Lu Lu d Q ML „Q Q W z w N ix CO) N SCALE 1" = 20' - 0" moml �� o � i Id 0' 10' 20' 40' Revisions # I Date I Description ALLOW ROOM f i' MULCH r EDGES HOW FINISH GRADEFOR FIRST 1W WHEN n HEAD OF 't FINISH GRADE i` OF i MULCH IS IN ADDITION- i4"ABOVE ADJACENT PAVEMENT 4.1 SLOPE @ EDGE HOW MULCH 1' BELOWTOPOF PAVEMENT f: f• �t ! i t ICA;j k w :J!A;j :TO] g f 4 A N.T.S. 7II�TI�AT�a NOTES- I- CONTRACTOR TO VERIFY INSTALLATION SPACE FOR BACKFLOW DEVICE IN ENCLOSURE PRIOR TO ORDERING. Z BACKFLOW ASSEMBLY MAY BE LOCATED INDOORS IN LIEU OF SHOWN INCLOSURE. COORDINATE WITH GENERAL CONTRACTOR. CONFIRM M i fW INSTALLATION HEIGHT AS NECESSARY WITHIN LEGAL LIMITS TO FACILITATE EASE OF ANCHOR ENCLOSURE TO''t AS SPECIFIED PROVIDE if fING MECHANISM FOR CABINET - REDUCED PRESSURE BACKFLOW ASSEMBLY N.T.S. iX- DIA CONDUIT AND FITTINGS - PAINT TO MATCH WALL SCHEDULE 80 PVC WIRES TO REMOTE CONTROL V, WINES FROM ELECTRICAL SUPKI FINISH SURFA 90' ELL -1 & DIA. CONDUIT CONTROLLER AND MOUNT N.T.S. TREE STAKES TREE TIES PLANT SAUCER FORM W RIM R EE PEDESTAL UNDISTURBED OR LIGHTLY COMPACT SUBGRADE f• =si s I_ DECIDUOUS TREE PLANTING N.T.S. NOTES: 1. PROVIDE SLEEVING TO ALL ALL PLANTING AREAS AS DETERMINED IN THE FIELD. 2. EXTEND SLEEVE A MINIMUM OF f -W BEYOND PAVING 3. EDGES, EXCEPT WHERE THE SLEEVE IS FOR FUTURE USE EXTEND SLEEVE 24'--3(r BEYOND PAVING EDGES.CAP ENDS PRIOR TO BACKFILLING. PROVIDE ROOFING NAIL MARKER AT PAVING EDGES ABOVE SLEEVE ENO. PAVING COMPACT BASE moo&' MATERIAL SCHEDULE Q IRRIGATION SLEEVE, ssSEE PLAN FOR SIZE $ LOCATION. COMPACT SUBGRADE IRRIGATION SLEEVE N.T.S. CONIFEROUS TREE PLANTING N.T.S. NOTES: 1. USE TEFLON TAPE ON ALL THREADED PIPE JOINTS. 2 CONSTRUCT AND INSTALL VALVE SUMP AS SPECIFIED. 3. SET ENCLOSURE ON FIRM LEVEL SUPPORT, ON CONCRETE BRICKS ON SURFACE OF VALVE SUMP. VALVE BOX_ SHUTOFF VALVE SET TOP OF SOX FLUSH WITH FINISH GRADE- TOP RADETOP OF MULCH LAYER COUPLINGUNION CONTROL SIDE ALVE (4) 2"X4 -X8" CONCRETE BRICK SET ON FIRM LEVEL SUPPORT ON SURFACE OF FLOW _ ! — CONTROL WIRES PIPE BACKFILL PIPE BEDDING IRRIGATION MAINLINE FILTER FABRIC---- -- IRRIGATION LATERAL COMPACTED SUBGRADE CONTROL VALVE SUMP PROVIDE 4" MIN. VALVE CLEARANCE. MIN. 4" SUMP DEPTH. AUTOMATIC + CONTROL VALVE CONTROL VALVE ASSEMBLY N.T.S. SHRUB PLANTING N.T.S. NOTES. 1. USE TEFLON TAPE ON ALL THREADED PVC JOINTS. 2 USE BOTTOM INLET ON ALL SPRINKLERS. HOLD 4" DEEP MULCH Z' FROM TRUNK ROOT CROWN r ABOVE FINISH GRADE INSTALL IRRIG. HEAD FLUSH WITH TOP OF MULCH AT PLANT BEDS POP-UP SPRAY SPRINKLER PVC SCH 40 TEE OR ELL -- IRRIGATION LATERAL PIPE ASSEMBLY POP-UP SPRAY HEAD ASSEMBLY N.T.S. LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 07-30-2021 z 0 4m Ct i 0 a s v i 4 Q co a 40 0 a N a EWNG WATER PIPE -Wo-m- SITE PROPERTY LINE m - CURB ft EDGE OF AC PAVING (E) (E)W (E)W WATER LINE g WASEWA7ER SEWER n STORM WATER e OVERHE40 WIRES =--- FENCE LIME �)zf' _ - -- ELEVA77ON CONTOUR D© WATER VALVE 46 WATER HYDRANT R7MI WATER METER o BOLLARD 104 WASTEWATER MANHOLE . STORMWATER WNHOLE Z-2= CURB INLET N POWER POLE IT] TELEPHONE RISER ' CONCRETE � O' 'x J' BUILDING ~ ~ DECIDUOUS TREE CONSTIRUCTION NOTES .r w w--- WATER PIPE -Wo-m- WASTEWATER PIPE m - STORWATER PIPE ft FIRE LINE Z ---9 1[- ELECTRIC LINE u �-- JOINT UTILITY TRENCH n CLEAN OUT e CATCH BASIN � C) AREA BRAIN 4 24" PVC BASIN i BACKWATER VALVE q< LIGFIT POLE -# STREET LIGHT I RIM:438.14 SAN,M! t S 1. 1, E) r — �'��'` ':"Y £.�. �€ t. <s :`i -'t` =�zri)AN,rn rs s f- � r r �.� ,. .:� ` i C STM MH 3 SAN MH RIM:435.48 S --_ RIM. -4J5.76 %d 5 I c. ..,, rte. r c °t H ` �9 �3 dki 6 i i'4 � � tib{3 i tr'� L F :�� 4F6'' "f -13" (tel � J i t i s ., RIh� f •�• ! z 4'3 c t F {_}C :£S--t£3Su cj -(EISD u (Y) f_' z S^� £,5 ;£S=5 ;L`� E�aa �� t£; h c- � iu. 4'�t � k—r /'. i �...�.. CSts �L}its i£j�J� �t J..;.$ �rG�S�MH t J RI`35.95 EWGINEERING- Si= 1977 civil • transportation structural • geotechnical SURVEYING 310 Sth Street Springfield, R 7 f} 9 74 7 541.746.0637 3 www.BranchEngineering.com #79232PE1 by N than a iAL a11• 9:13 LY SIGNED OREGON /y 21, o PQIA EXPIRES: DECEMBER 31, 2022 project title: 01 CONSTRUCT 4' X 4' Sus PAD MOUNT ELECTRICAL SERVICE COORDINATE ELECTRIAL SERVICE AND TRENCHING WITH S.U.B. • ; \ OO NBP 1 20_517 QD INSTALL S U.B ELECTRICAL METERS COORDINATE ELECTRICAL SERVICES WTI S.U.B. 403 ", e 105 \� � C) U p 103 COORDINATE WITH COMCAST AND CENTURY LINK FOR 7ELECOMMUNlCA710N5 INFRASTRUCTURE. � q< 400 \8 1 # 106 � mJ z 104 COORDINATE ELECTRICAL CONNECTION WITH S.U.B. . 400 FFE•44a 16 y N mi 105 INSTALL NEW ELECTRIC, AND COMMUNIC477ON SERVICE LINES IN JOINT UTILITY TRENCH, COORDINATE WITH APPROPRI47F COMPANIES FOR EACH SERVICE f. x ti o GRAPHIC SCALE o l 205 s 30 0 15 30 60 1 Q6 FURNISH AND INSTALL NEW LIGHT POLE'` 400 `_mini JU 1 ,�� 403 CID 200 CONNECTION TO EXISTING WATER METER, UPSIZE METER IF !NECESSARY. CO'ORDIN47E WITH S U . 428\ � IN FEET } � 303 UJ 2Q 1 FURNISH AND INSTALL NEW 1" IRRIGATION METER & BACKFLOW SEE S.U.B. DETAIL W2.00, SHEET C3 6'L mn 202 FURNISH AND INSTALL NEW BACK FLOW PREVENTOR, SEE S.U.B. DETAIL W2.00. BACK FLOW PREVENTOR CAN BE HOUSED? (4204J&70 401 10 V n � RIM:438.80 IN SAME ENCLOSURE WITH DDCV FOR FIRE IF CLEARANCE REQUIREMENTS ARE MET. 41 O FL:434.50 r > �\ �. `t 400 \fyo .,� ,� � FL.437.30 4Q7 ��,.s 205 INSTALL NEW 1" WATER LINE. TRENCH PER DETAIL 1, SHEET C2. g ` FFE440.50 206 INSTALL NEW WATER LINE TO PRIME AREA DRAIN P -TRAP. fry %'> 31 D 403 X; ` c- 210 INSTALL WATER CONNEC77ON TO BUILDING: - � Q ' ;X> 213 x, x. . � 21 Q � `Y � \ 400 400 Com. r} 211 INSTALL NEW 2" WATER TAP FOR FIRE/SPRINKLER SYSTEM. \ CL10 212 FURNISH AND INSTALL NEW 2" FIREISPRINKLER DETECTOR DOUBLE CHECK VALVE IN ABOVE GROUND VAULT. DDCV FOR 420 o d. s ae aDao �a ---ae 400 403 J � '� �c l / � 205 w � C) FIRE CAN BE HOUSED IN SAME ENCLOSURE WITH SACK FLOW PREVENTOR IF CLEARANCE REQUIREMENTS ARE METB 213 FURNISH AND INSTALL NEW FIRE SPRINKLER CONNECTION POINT TO BUILDING. 422 UJ 0 214 FURNISH AND INSTALL FIRE DEPARTMENT CONNECTION (FDC) POINT TO BE APPROVED BY CITY OF 'SPRINGFIELD FIREUm 420 1 \ ce. MARSHALL. \�.''�\'\' 300 CONNECTION TO EXISTING WASTIEWA7ER LATERAL. 423 FL:436&0 4Q3 2.10 _� v :` l R� \ �� c _ CeZ { 3Q 1 FURNISH AND INSTALL 6" WASTEWATER PIPE @ 2% SLOPE MINIMUM TRENCH PER DETAIL 1, SHEET C2. 302 FURNISH AND INSTALL NEW WASTEWATER AREA DRAIN, SEE DETAIL 3, SHEET C2 - 3Q3 FURNISH AND INSTALL WASTEWATER CLEANOUT. ADDITIONAL CLEANOUTS MAY BE NEEDED. FURNISH AND INSTALL TO MEET OREGON PLUMBING SPECIALITY CODE SEE DETAIL 2, SHEET C2. 31 Q 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 W 7H TRACER WIRE AT 1% SLOPE UNLESS OTHERWISE NOTED IN PLANS TRENCH PER DETAIL 1, SHEET C2 .¢OZ FURNISH AND INSTALL 6" STORMWATER PIPE WITH TRACER WIRE AT 0.57. MIN. SLOPE UNLESS O7HERWlSE N07ED IN PLANS TRENCH PER DETAIL 1, SHEET C2. 403 FURNISH AND INSTALL 8" STORMWATER PIPE WfTH 7TRACER WIRE AT a5% MIIN SLOPE UNLESS OTi'NamsE NOTED IN PCANS -mmm PER DETAIL 1, SHEET C2. 406 FURNISH AND INSTALL NEW STORM CLEAN OUT. ADDITIONAL CLFANOUIS MAY BE NEEDLED) FURNISH AND INSTALL TO MEET OREGON PLUMBING SPECIALITY CODE SEE DETAIL 2, SHEET C2. 4Q7 FURNISH AND NEW DUAL CHAMBER CATCH BASIN, SEE DETAIL 6, SHEET C2 409 INSTALL SOAKAGE TRENCH. DRAIN ROCK SECTS►ON 6.5W X 3'D WITH TWO(2) 24" PERFORATED PIPES CEWERED IN THE ROCK, LENGTH PER PLANS SEE DETAIL 7, SHEET C3_ 410 INSTALL SOAKAGE TRENCH. DRAIN ROCK SEC71ON 8'W X 3'D WITH THREE(J) 24" PERFORATED PIPES CENTERED IN THE ROCK LENGTH PER PLANS SEE DETAIL 7, SHEET C3. 411 INSTALL SOAKAGE TRENCH. DRAIN ROCK SECTION 5'W X 3'D WITH 24" PERFORATED PIPE CENTERED IN THE ROCK LENGTH PER PLANS SEE DETAIL 7, SHEET C3. 421 INSTALL OVERFLOW WEEPHOLE TO THE CURB PER CITY OF SPRINGFIELD STANDARD DETAIL 3-6 422 FURNISH AND INSTALL 24" SOAKAGE TRENCH INTERCEPT BASIN 423 INSTALL CLASS 50 RIP RAP OUTFALL PROTECTION (2'WxXLx8"D) LINE UNDERSIDE OF RIP RAP WITH FILTER FABRIC. 424 FURNISH AND INSTALL NEW DITCH INLET PER STORM REPORT DES1 W. 425 CONSTRUCT RAIN GARDEN TREATMENT FACILITY PER CITY OF EUGENE STORMWATER MANAGEMENT AIANUAL AND DETAIL 10 SHEET C2. 426 INSTALL 24" PVC BASIN FOR MAINTENANCE ACCESS 427 INSTALL FRENCH DRAIN PER DETAIL 5 ON SHEET C2. 425 INSTALL BACKWATER VALVE TO ENSURE STORMW47ER CAN ONLY FLOW TO TIDE NORTH. .VE./rf 191st v Gar I& Eli Q.ffl.{f flog, as{c.. f �ANVlit'I4i'It►'� ~ W u �ZU. Lu revisions: date: JULY 309 2021 n � OO NBP ZO 20_517 O D � C) p Immollums q< U. UJ 0 z o^00� N Vf revisions: date: JULY 309 2021 drawn by: STH designer: NBP project no: 20_517 sheet: UTILITY PLAN C1 RISER O.D FIN#SHED GF?A13E EXTERIOR WALL WITHIN OUTSIDE UNDISTURBED CAST IRON FRAME AND COVER PLUS 112" MIN anc PAVED AREA PAVED AREA SOIL ADJUST TOP TO TCH FINISHED GRADE -•• 2" MIN. -.-._---_"---"------------------..- � . DawN SPOUT - BY aTHERs - ------------------------------- --_ ` _%rte f s`� 6" Since 1977 - --- - - - - - - f�` ��� � �/� ��' , ` MIN. FLOOR DRAIN PAVING g E ; �`, ,�\`g: _ civil transportation , STRUCTURE s _ _�� " ? -; - ` , +�:� " _ 4" TiRASH ENCLOSURE GRAVEL CAP N►�^` ' { € #, structural • geotechnical COMPACTED �. - � � � CONCRETE FLOOR (SEE TILE ADAPTER (SIZE PER DOWNSPOUT) EL: 440.00 : SURVEYING " -` ARCHITECTS PLANS FOR BACKFILL �-- PROVIDE 1j4 CLANCE DETAILS FRAME COVER 31t} 5th Street ' BETWEEN CONCRETE PAD 4 HSP CENTERED IN .. ) x �_`: EL: 439.00 Springfield, OR 97477 AND RISER PIPE. 2" COMPACTED 3 4"0 - " COMMERCIAL GRADE CONCRETE FINISH GRADE p: 541.746.Qfi37 CRUSHED ROCK MIN. 4 PAD (WITHIN TR4FF1C AREAS ONLY) www. 8 ng.co -,--� - . Branch Engineerin \_R i Fl` MECHANICAL PLUG 1IAL ..�., �.I� ` � �1�,� O ADAPTER ER CONNECTION � " . " PRIM '` - , , = 4 SCH 40 PERF PIPE �Y f S; 1 fF „ " 3" MIN. "I/ A-�� HUB & SPIGOT 12 ENCASED 4 OF ' '-O / ° ; _ EIGHTH BEND 314- OPEN CRUSHED BEDDING �' f COMPACTED 3�4 --0 z MECHANICAL PLUG 6" MIDI_ CRUSHED ROCK 7 ' � -' `� �� NOTE: SEWER AND DRAIN PIPE ROCK, WRAPPED IN � ���� 1. CASTING SHALL MEET HS20 LOAD `T R IREMENTS GEaT#XTILE FABRIC .��� r �! EQEIIV f- ,` PROVIDE TRACER WIRE AS {ti -t 2. PROVIDE RISER S#ZE AND MATERIAL' TRAP PER LOCAL WYE REQUIRED = _ Fs°` _ f �-- - ' ; ``� - `'< PIPE. 4" MAX �' TI _ v 3 TO MATCH CARRIER PIE \ ��#7232PE C' SIZE �; � COMPACTED CRUSHED ) ROCK ALL MALL BE NOTA DIGITALLY SIGNED CONCRETE S 6 MIN. ` - -� " y ; Q{- COMMERCIAL GRADE CONCRETE. � t � `"r S PLAN FOR OREGON � ` - ��� � � SEE SITE � PER - <_ f g ,y ,` ` 4 PROVIDE TRACER WIRE AS REQUIRED f _ � ALTERNATIVE TO FRENCH DRAIN MAY BE EZ -FLOW MANUFACTURED _j. 'UPC VJ O PIPE SIZE AND TYPE ``` FLANS f,t. } ; �� , .. , BY LOCAL CODE LQCATION &SIZE OF SD „,� �.: _ , , „ , s ,. ,, f . _ 5. ADDITIONAL CLEANOUTS MAY BE 2 {, PRODUCT_ SUBMIT PRODUCT FOR APPROVAL. �,�� �� UNDISTURBED NEEDEI3 INSTALL PER OREGON SUBGRADE SLOPE. PLUMBING SPECIALITY CODE D NOTE ,t s e/ f i -i j 3 1 f.} t 1. f/ If i F f /' ExPtREs. DECEMBER 3I, 2022 s< ,,,.,sn ix —A j AT CONTRACTOR'S OPTION, MULTIPLE UTILITIES MAY BE LOCATED IN THE SAME TRENCH. CONTRACTOR - � f� � / - k - �� �, � BEDDING (SEE TYPICAL VERIFY AND COMPLY WITH LOCAL AND STATE CODES ON UTILITY SEPARATION REQUIREMENTS HORIZONTAL `` �TRENCH DETAIL - , = — �-- �'`- �`- ) project title: SEPARATION BETWEEN JOINT TRENCH U71LMES SHALL BE 12 OR GREATER UNDISTURBED SUBGRADE FLOOR DRAIN FOR TRASH ENCLOSURE DO �'.�1iSPO UT CONNECTION & CLEANOUT � FRENCH DRARV TYPICAL TRENCH DETAIL 2 CLEANOUT � SCAM. N.T.S.� SCALE- N.T.S. nrrs SCS N TSerrs 118" MESH LEAF SCREEN ��: 24" PERFORATED PVC PIPE WITH OR 90 DEGREE CONTACT ENGINEER PRIOR TO ROCK INSTALLATION PERFORATIONS FACING DOWN. STORMWATER PIPING TURNDOWN FOR INSPECTION AND APPROVAL TO ENSURE ARRANGE IN TRENCH PER PLANS SYSTEM AT 1% MINIMUM 6" MIN TOPSOIL COVER /C COVER 6" OUTLET PIPE ACCEPTABLE NATIVE BASE MATERIAL. SCARIFY BICYCLE -PROOF SLOPE 0 118.-12 (MAY COVER 24 FOR FOSSIL FILTER INSERT GARDENING PURPOSES) BASE PRIOR TO ROCK INSTALLATION. GRATE FILTER FABRIC LINER SLOPE PIPING [1%8j: 12 (MIN) mi LOCKABLE COVER & COVER ON ALL PVC PIPING FROM INLET & OUTLET PIPING O 24" PERFORATED PVC PIPE Ir" SIDES & TOP ROOF DRAINS BED BE ON PIPE SLOPE GRADE PIPING IN [34]- MINUS NOTES CRUSHED ROCK, PEA VERIFY OUTLET INVERT REQUIREMENTS PRIOR y � per,} A ROCK] OR CLEAN SAND f $ j „ TO ORDER (INLET PIPE)_ zlg z :4 - a IEE " 2 TRAP NOTES V - 24 PVC ..a PIPE SECTION g " 1 PRIVATES RIS TRAP N 18 SUMP •v - - BACKFILL WITH =: _.. 2. MIN 18" DIA. PIPE OR PREFAB BOX WITH GRADE OR LID. - PIPE SEE NOTES STONEY MATERIAL • ` ',,�� -�. _ t`n_ 36 6 ' TO PREVENT ' �`� f ' CLEAN TRAP ANNUALLY A7 ONSET OF THE WET SEASON. DISPLACEMENTSK, DISPLACEMENT ` ,; f \ %�. 1,111. // 24 - OF BASIN � , , '-'y/ FILTER FABRIC ������� \, : " MIN FERNCO SEDIMENT AREA SOAKAGE F AND HUBBLESS SOAKAGE TRENCH TRENCH " 1--1/2" OR 3/4" OPEN FROM G , 24 A - ' ` CONNECTOR INTERCEPT BASIN 24 PVC �' GRADED DRAIN ROCK FOOTfNG DRAINS O \ CLEAN ANNUALLY AT ONSET ACCESS BASIN or / /V� a� a a cAP�EICCADLS OF PIPING OF THE WET SEASON. UNDISTURBED V�\������ _ a' ���j { A: SLOPE FOR STABILITY DURING S€�. GREASE /� CONSTRUCTION CONFORM NATrvE soft TRAP WITH HINGED TO OR --OSHA REGULATIONS SOAKAGE TRENCH SECTION VIEW (G) CLEANOUT LID SOAKAGE TRENCH INTERCEPT ��/.��/.��/,��/��/V�/� % /% • /� BASIN SEE SECTION NDISTURBED SOIL OR GIBSON STEEL„ OR "LYNCH" SPECIAL NOTES �. ENGINEERED FILL MANUFACTURED 10 go. STEEL CATCH SOAKAGE TRENCH PLAIN VIEW T E SCHED. 40 SOAKAGE TRENCH INTERCEPT BASIL 24"x24"x36"0 1. PIPING' THIN 5 FT OF BUILDINGS MUS B FOR OTHER PIPING, USE 4" PVC (ASTM D2729) SOLVENT- BASIN (SEE TRAP NOTES) COMPACTED CRUSHED ROCK BEDDING WELDED 3 MINIMUM 2. PLACE SOAKAGE 7RENCH(S) AT LEAST 1 aft FROM NEAREST 10' MIN. BUILDING SETBACK UJ0 POINT OF RESIDENCE, AN 1OFT FROM PROPERTY UNES �•. 3. ENSURE BOTTOM OF THE SOAKAGE TRENCH REACHES BAR TO SOAKAGE TRENCH. LJm RUN GRADES �3 --6 BELOW EXISTING GRADE). OVER- EXCAVATE AN BACKFILL WITH DRAIN ROCK AS NEEDED. IDC Z " ce 0 ,S TH FOSSIL I TER INSERT SOAKAGE TRENCH '" w L) � D��� CHAMBER ��TCH BA(DSCALE.-SCALES N.T.S. N.T.S LL. Lij 24" PVC BASIN 48" DITCH INLET 0 a ce FINISHED GROUND SOAKAGE TRENCH t'"� Z 438.80 438.50 RIM: 438.20 Y RAIN GARDEN 437.04 ;N v 436.50 . g 18" GROVANG MEDIUM 436.50 � J (--"d-` ".i'��`nei b o'`e; a""� vi '' ^a ,. .r ,'+✓{.. i "`:,, <,`}„ iw"e p rv' C w /� M w 435.00 J y c. : ` v s aa< 0� 435.©0 v �� 434.00 r 434.00 STORAGE v; FL: 434.50 r.--�,, ��:. �., r, � �, _ � ROCK S O 434.00 .����, LU C� � LU V18" GROWING MEDIUM Z 6" PERFORATED PVC PIPE 6" PVC PIPE 6" PERFORATED PVC PIPE N Ce ROCK STORAGE ROCK STORAGE ��' CO � SEC77(}N A --A 24" PERFORATED PVC PIPE SEC77ON B—B revisions: a A ...�._ RAIN GARDEN SOAKAGE TRENCH a 24" BASIN 48" DITCH INLET 6" PERFORATED PVC PIPE 0 24" PERF. PIPE 24" PERF. PIPE r. 3 B •Fs ai a m date: JULY 30, 2(321 drawn by: TH 24" PERF. PIPE ___ 24" PERF. PIPE designer: NBP project no: 20-517 " DETAILS U 24" PERF. PIPE 24 PERF. PIPE P i Q Q L SOAKAGE TRENCH 6" PVC PIPE 24" PVC BASIN Z O t3 Q sheet: PLAN VIEW C20 NOT USED o R GARDEN NOT USED► $SCAM- N.T.S. N T.S. S Iv T.S copyright 0 2012 Branch Engineerings Inc. E)05T. MASONRY FRONT 51DE ELE SVA n0N EXQTIMCG HOME EXISTITIe, #icer= LE1*T 51DF. ELY ; ", o j 5vff .1r:7 ^I BACA< 51DF. ELEVATION EX[5T_ MA oNRY EXIST. HOI� RI&HT 51DE ELEVATION 3 r r f iptin a�9P IU'4 1tnz at 0L M W057W6 NOW zz Y- p -- — — — — — ——— ————— — — -- — —� i Uj V t-- lu Y w 1'l it Eb040 SLTa. V E:bA3 x b/X} 5f F3- VOOR `'LV- —{-- t IL 0-1 _ U- D w QtL t # E AOL # # u z # # # # # ' fD�T�a63 I D1N946 ROOM E { 3 ryz x toro } x # I } } # i # i � # # m g # } KITC44E0 vao x r�4 Xi} o i } £26COi1 €.2EaFi8 B}lcTH Q E I pact t } # E.22Ee e22EO# I I # — � 8/2 x 7515 M*5TO 63 i ! i # Ri BEPROOM tO,4 X -1. 2 E # i I # # E.3AFib # I # 5L - # ! i Mch5T) i FORC44—}— tuR x 3,ts £ bo36 sLn. a so36 Sas. # # ------------ 3 r r f iptin a�9P IU'4 1tnz at 0L M THESE DRAW C-,5 ARE THE QTY OF: "LUKE DES46W AND ARE NCC TO SE USED OR REPRODUGEV list ANY MANNER EXcEFT nl H THE PROPER rvzn-ft PERMS55iO4 OF LUKE DESIGNS, SIG. DATE -ULY 2q, 2021 REVVED: DRAWN BY: MONW LUKE cHICD SY: JOB #looq SHEET' OF zz Y- p tutuYININ Uj V t-- lu Y w 1'l tL V e IL 0-1 _ U- D w QtL t gID o O u AOL u z THESE DRAW C-,5 ARE THE QTY OF: "LUKE DES46W AND ARE NCC TO SE USED OR REPRODUGEV list ANY MANNER EXcEFT nl H THE PROPER rvzn-ft PERMS55iO4 OF LUKE DESIGNS, SIG. DATE -ULY 2q, 2021 REVVED: DRAWN BY: MONW LUKE cHICD SY: JOB #looq SHEET' OF I } } t r } E+asnrw «on,e s j 50- rr..__. UNIT e> > aeoar.e n t � 4 BUILDING #1 FRONT SIDE ELEVATION EXISTING HOME EA5T CAGING ELEVATION 5OUTH-FACIN(5 ELEVATION WEST PAGING ELEVATION NORTH CAGING ELEVATION urt Q r r AA - 118z .or- luo div 009- -vQtLa� ARz !�L z O tU u- Q # O Ci si< � m w 0 w to 1— 2 t A :I u a ZZ wo w u- � l� z i 5 vc�r vm }- Q, UJ uj uj a t 10 LL A d C� 0z z 011L ol C, THE5E DRANN65 ARE THE PROPERTY OF: "LUKE DE51GN5" AND ARE NOT TO BE U5ED OR iN ANY MANNER EXGEPT Y14TH THE PROPER MfTTEN PERMI554ON OF LUKE DMIGN5, INC,. DATE: JULY 25, 2021 REV15ED: DRAFTED BY: MONTY LUKE GHKV BY: J013 C"45 -B1 SKEET '"1 OF BUILDING #t, (1) BEDI200M UNITS. #'I AND #2 15T LEVEHL FLOOR io""'L.AN SCALE 0 3/16"= 1'- p" LE&END NOTE: ALL ELECTRICAL WORK INC4.MMG LOCATION OF SMOKE DETECTORS, TO BE CONFIRMED AND VERIFIED AT THE 551TE BY ELEGTRIGAL CONTRACTOR NOTE. AT LEAST 50016 OF ALL PERMANENTLY INSTALLED INTERIOR AND EXT€RiOR LIGHTING FIXi PE5 SHALL CONTAIN COMPACT OR STRIP FLUORESG€NT LAMPS (40 LUMEN/WATT MIN) NOTE: PROVIDE A SOLID CORE WOOD, OR SOLID, OR HONEYCOMB STEEL DOOR NOT LESS THAN 1 5/8" THICK, OR A 20 -MINUTE FIR€RATED DOOR EErriE€N THE GARAGE AND THE RE51VENCE. 83025.1 .1 NOTE. FINAL CABINET DESIGNS CONFIRMED WITH THE OYVNER AND VERIFIED AT THE SITE PRIOR. TO THE START OF CONSTRUCTION (TYP.) NOTE : ALL MECHANICAL VENTILATION EXHAUST PER M1506 NOTE. ALL WINDOW AND DOOR HEAVERS TO BE FRAMED AT & - 10" HIGH UNLESS NOTED OTHERWISE (TYP) ?.15" MAX STEP DOWN AT ALL EXTERIOR DOOR5 TO Q 3b" X 56" (MIN) CONC. SLAB OR D€CK (TYP) 2 X 4 (MIN) #2 D.F. BEARING YVALL FRAMED 0 1b" Q.C. WITH 4 X b #2 D.F. HEADER A5 NEEDED (TYP) Q OVERHEAD MICROWAVE OVEN WITI # MILT -IN RANG€ HOOD PER M1505/M150Z3€ 5/4" THICK 5H€I-VINCv SPACED 0 1b" O.C. FLOOR TO CEILING IN LINEN CLOSET HERE (1) APPR01l€D FIRE EXTINGUISHER TO BE LOCATED Q IN5ID€ EACH UNIT AS MARKED MOUNTED TO WALL AS PER GOD€ (1) HOUR FIRE A55€MBLY REGBIIRED BETWEEN EACH UNIT CONT. FROM WOOD FLOOR TO UNDER- SIDE ROOF SHEATHING PER DETAIL: F -b ON PAGE (q) SEE STAB FRAMN& OF -TAIL 5-1 ON PAS M- (14) R15ER5 WITH W MAX RISE (CONFIRM ,@ SITE) ALL TREADS WITH 10" RUFF GUT, 1" + FINI5H N05F- WATER HEATER HERE TO BE STRAPPED TO WALL PEi2 REGUIRED BUiL.1ING GOD€ (TVP) 22" X 22" FLOOR AGCES5 LOrATED HERE a NOTE- ALL TOLIM TO HAVE 15" (MIN) GLEARANC€ EACH 5DE OF CENTER AS PER GORE (TYP) 3b" HIGH (MIN) APPROVED GUAI2L)RAIL DONT. AT ALL BALCONY AND 5TAIR SIDES (TYP) APPRVD. SMOKE DETECTOR ALARM PER R-514 APPRVD. CARBON- MONOXIDE ALARM PER 8-315 HOU2 YV/55T51b YV/ (2) 2Xb STUD (0) TOTAL AS MARKED d HDU4 YV55TB20 W/ (2) 2Xb 5TU0 (0) TOTAL A5 MARKED 0516 20-10d W/ 2X6 STUD (10) TOTAL THIS LEVEL O HDU2 FLOOR TO FLOOR W/ 5/5"ALL THREAD YV/ (2) 2Xb 5TUD (4) TOTAL THI5 LEVEL Z r r v �z di zwr a <q - 'I HE5E DRAMN66 ARE THE PROPERTY OF: "!JUKE DESIGNS" AND ARE NOT TO BE USED OR IN ANY MANNER EXCEPT NTH THE PROPER Y%WrEN PERMI55ION OF LUKE DEV&N5, INC - PATE JULY 24, 2021 REVISED: DRAFTED BY: MONTY LUKE GHK*V BY: .J013 #0cr8-B1 OF Cl Z Z Lu ID _ !U W tL tv Y Ull to tmr , �l 1� }- C, w UJI A tu Vz (tin t O tu tL� tu -1 # s.i" QWu riO Q �\D zY- W 1�- Z Yiv A OL v Z Q 'I HE5E DRAMN66 ARE THE PROPERTY OF: "!JUKE DESIGNS" AND ARE NOT TO BE USED OR IN ANY MANNER EXCEPT NTH THE PROPER Y%WrEN PERMI55ION OF LUKE DEV&N5, INC - PATE JULY 24, 2021 REVISED: DRAFTED BY: MONTY LUKE GHK*V BY: .J013 #0cr8-B1 OF Cl s m M 10 BUILDING #1, f1J $EDRUOM UNITS. #1 AND #2 2ND LEVEL FLOOR PLAN. SGALE 0 3/16' = 1'- O" LE&EN—V NOTE: ALL ELECTRICAL WORK INCLUDIN6 LOCATION OF SMOKE DETECTORS, TO BE CONFIRMED AND VERIFIED AT THE SITE BY ELECTRICAL CONTRACTOR NOTE: AT LEAST 50% OF ALL PERMANENTLY INSTALLED INTERIOR AND EXTERIOR LIGHTING FIXtUURE5 5HAL.L CONTAIN COMPACT OR STRIP F T LAMF'5 (40 LUMEN/YVATT MIN) NOTE: PROVIDE A 50LO GORE WOOD, OR SOLID, OR HONEYCOMB STEEL DOOR NOT LE55 THAN 1 3/5' THICK, OR A 20 -MINUTE FIRERATED DOOR BETWEEN THE GARAGE AND THE RESIDENCE. R302.5.1.1 NOTE: FINAL CABINET DE516N5 CONFIRMED YVITH THE OWNER AND VERIFIED AT THE SITE PRIOR TO THE START OF CONSTRUCTION (TYP.) NOTE: ALL MECHANICAL VENTILATION EXHAUST PER M1506.2 NOTE: ALL WINDOW AND DOOR HEADERS TO BE FRAMED AT 6' - 10" HIGH UNLESS NOTED OTHERWISE (TYP) ?.?5" MAX STEP DOWN AT ALL EX'T'ERIOR DOORS TO 36'X 36" (MIN) GONG. SLAB OR DECK (TYP) 2 X 4 (MIN) #2 D.F. BEARING WALL FRAMED @ 16" O.G. YVITH 4 X 6 #2 D.F. HEADER AS N (TYP) OVERHEAD MICROWAVE OVEN WITH BUILT-IN RANGE HOOD PER M1503/Mi50?.3E 3/4" THICK SHELVING SPACED Cm 16" O.G. FLOOR TO CEILING IN LINEN GL05ET HERE (1) APPROVED FIRE EXTINGUISHER TO BE LOCATED (E INSIDE EACH UNIT AS MARKED MOUNTED TO WALL A5 PER CODE (1) HOUR FIRE A55EMBLY REQUIRED BETMEN EACH Q UNIT CONT. FROM WOOD FLOOR TO UNDER- SIDE ROOF SHEATHING PER DETAIL: F-6 ON PAGE (9) SEE STAIR FRAMING DETAIL 5-1 ON PAGE i91: Q (14) RI5ER5 WITH 8" MAX RISE (CONFIRM ® SITE) ALL TREADS WITH 10" RUFF CUT, 1" + FINISH N05E a YVATER HEATER HERE TO BE STRAPPED TO WALL PER REQUIRED BUILDING CODE (TYP) 21" X 30" FLOOR ACCE55 LOCATED HERE NOTE: ALL TOLET5 TO HAVE 15" (MIN) CLEARANCE EACH SIDE OF CENTER A5 PER CODE (TYP) 36" HIGH (MIN) APPROVED 61JARDRAIL CONT. AT ALL BALCONY AND STAIR SIDES (TYP) APPRVD. SMOKE DETECTOR ALARM PER R-314 APPRVD. CARBON -MONOXIDE ALARM PER R-315 HDU2 W/55TB16 W/ (2) 2X6 5TUD (0) TOTAL AS MARKED d HDU4 W/55T520 YV/ (2) 2X6 STUD (0) TOTAL AS MARKED 0516 20-10d NV 2X6 STUD (10) TOTAL T1415 LEVEL. HDU2 FLOOR TO FLOOR W/ 5/5"ALL THREAD A/ (2) 2X6 5TLV (4) TOTAL THIS LEVEL z w 4 w r r �t U©Z Zdflr z }wiu� M rl �JU4 jQil—iR z — m to i v a N olt iLr .� d} fQIN. m U. L Q � L > Esi ul z_ 9 pi Ill 7 V v Lu Z z 1u O _ LU lu IL w z OL Z W d li 1jj w A% UJ `- V !17 o� O(Y ztu m � u' 3 d u- AWu WC� M a 0 z O� Z v, IL z 0� Lu 0 THESE VRWAINCGS ARE THE PROPERTY OF: "LUKE DE516W AND ARE NOT TO BE U5ED OR REPR0VLACaP IN ANY MANNER EXCEPT' Y%TH THE i•WDPER YIZITTEN PERME61ON OF LUKE DESt6NS, INC. DATE: REVISED: JULY 24, 2021 DRAFTED BY. MONTY LUKE CWT) BY - J05 q75 -B SHEET' OF 15-o UhtIT # 7 (1) $FORM. 0 317 5Q. FEET r UNIT #& 6 (2) i3EDRM. 87650. IT #5 (2) BEi7RM. 0 8?6 50. j=EE,r UNIT #4 (2) BEDRM. o 845 50. FEET UNIT #3 (2) BEORM. 0 876 5Q. FEE I FFIR4ONT 51DE ELEVATION ONE 0) BEPROOM mm 4 FOUR (2) BEDROOM t1NM5 BACK SIDE ELEVATION RIGHT 51DE ELEVATION LEFT SIDE ELEVATION 3] Z �r %n - JmZ # U Z z 1.- ILI tis z OL > j i nn O n � to Q# W m � 11l t- -� N W .� lie 0 Z 2 �-- n! < 0 LU m 21111 CD THESE Vl;?- N65 ARE THE PROPERTY OF: "LUKE D r:dcv S" AND ARE NOT TO BE USED OR REi'ROE%r,W IN ANY MANNER EXGEPT A" "Mr= PROPER Yom! i1 EIV PERNti%m OF Uxr: DE51GN5, Na. DATE: XLY 30, 2021 RE\/ISED: DRAFTED BY- MONTY LUKE GHKV BY: JOB #0'478—f32 1 of q v tu Z z tis z OL > j i nn � ilr ul ztu VLU � to Q# Q Zz � .� 0 Z O �-- Z i-1- z THESE Vl;?- N65 ARE THE PROPERTY OF: "LUKE D r:dcv S" AND ARE NOT TO BE USED OR REi'ROE%r,W IN ANY MANNER EXGEPT A" "Mr= PROPER Yom! i1 EIV PERNti%m OF Uxr: DE51GN5, Na. DATE: XLY 30, 2021 RE\/ISED: DRAFTED BY- MONTY LUKE GHKV BY: JOB #0'478—f32 1 of q BUILDING #2. (2) BEDROOM UNITS, #3 THRU #b 3RP LEVEL FLOOR PLAN. SCALE @ 3/16" = 1'- O" LE&ENE? NOTr-: ALL ELECTRICAL YVOKK INGLIVING LOGATk)N OF SMOKE DETECTORS, TO BE CONFIRMED AND VERIFIED AT THE 51TE BY ELECTRICAL CONTRACTOR NOTE: AT LEAST 50% OF ALL PERMANENTLY INSTALLED INTERIOR AND EXTERIOR LIGHTING FIXTURE5 SHALL CONTAIN COMPACT OR STRIP FLUORESCENT LAMPS (40 LUMEN/WATT MIN) NOTE: PROVIDE A SOLID CORE WOOD, OR SOLID, OR HONEYCOMB STEEL DOOR NOT LE55 THAN 13/5" THICK, OR A 24 MINUTE FIRERATED DOOR BE MEN THE GARAGE AND THE RESIDENCE. R.W23.1.1 NOTE: FINAL CABINET DE516N5 CONFIRMED Y41TH THE OINN) R AND VERIFIED AT THE SITE PRIOR TO THE START OF CONSTRUCTION (TYP.) NOTE: ALL MECHANICAL VENTILATION EXHAUST PER M1506 2 NOTE: ALL WINDOW AND DOOR HEADERS TO BE FRAMED AT & - 10" HIGH UNLE55 NOTED OTHEW41SE (TYP) ?.'T5" MAX STEP DOWN AT ALL EXTERN DOORS TO 36" X 56' (MIN) CONC. SLAB OR DECK (TYP) 2 X 4 (MIN) #2 D.F_ SEARING WALL FRAMED 0 16" O.C. WITH 4 X 6 #2 D.F. HEADER AS NEEDED (TYP) OVERHEAD MICROYVAVE OVEN WITH BUILT-IN © RANGE HOOD PER M1503/M150'7.3E 3/4" THICK SHELVING SPACED 0 16" Q.G. FLOOR TO CEILING IN LINEN CLOSET HERE (1) APPROVED FIRE ExnNGUGHER TO BE LOCATED Q INSIDE EACH UNIT A5 MARKED MOUNTED TO WALL. AS PER CODE (1) HOUR FIRE A55EMBLY REG Jff;PW BETWEEN EACH F UNIT CONT. FROM WOOD FLOOR TO UNDER- SIDE ROOF SHEATHING PER DETAIL: F-6 ON PAGE (9) SM STAIR FRAMING DETAIL 9-1 ON PA&E 00- (14) RISERS W1TH 5" MAX RISE (CONFIRM o SITE) ALL TREADS WITH 10" RUFF CUT, 1" + FINISH NOSE WATER HEATER HERE TO BE STRAPPED TO WALL PER REG UIRED BUILDING CODE (TYP) Q 21" X 30" FLOOR ACCESS LOCATED HERE NOTE: ALL TOLIETS TO HAVE 15" (MIN) CLEARANCE EACH 51DE OF CENTER AS PER CODE (TYP) 36" HIGH (MIN) APPROVED 61JARDRAIL CONT. AT ALL BALCONY AND STAIR SIDES (TYP) APPRVD. SMOKE DETECTOR ALARM PER R-314 APPRI/D. CARBON -MONOXIDE ALARM PER R-315 HDU2 W/55TB16 W! (2) 2X6 STUD (0) TOTAL AS MARKED HDU4 Wf55TB20 W/ (2) 2X6 STUD (0) TOTAL A5 MARKED 0516 20-10d W/ 2X6 STUD (10) TOTAL THIS LEVEL. a HDU2 FLOOR TO FLOOR W/ 5/&'ALL THREAD Wt (2) 2X6 SND (4) TOTAL THIS LEVEL z �r v z z� ,,q Avr- s1 Q<9_ Av tujrt W oFln V z d !Lf iF Q tu ED C� �tu -. tY lu < v ri / Ei1 # lu Q _i m V �•/ Z Z Lu tu tu T- to OL LL z AL Ul ujs tu Q � Q lJ <it Q�- al �z Win wtIj Ow uj Il. ( 0-1 Q QL zZ O to r iv U 01 Q L Cil THESE DRANN65 ARE THE i'RfOPER'FY OF: "LUKE DESI6N5" AND ARE NOT TO BE USED OR IN ANY MANNER EXCEPT Kn4 THE PROPER mffm N PERMI55NCN OF LUKE VeN6N5, INC_ DATE: REVi5w-. JULY 30, 2021 DRAFTED BY: MONTY LUKE CHK'D BY: J05 #Ocrb-5:2 SHEET OF H Q !k r r z d%D z} F E i z i 3. hi ; Z 'j.n I.L a�fit 12 �} t ii. -Jc-O� Z G TJ E ; 1 It At fit Its }U Y4 L +} it _E lilt- fill E Yi ' I I i i t _i • _ fit �� Ftitlu sV t i i r 11111 It fill I Hill 11 IL f 7 I t i A i 1 i F t 3I , i 1 E !I ><..j l E i i E i E E 7A % ,i_,__z i� 1 fill if 111111111 1 fillill HL 111111 1111111111111 1111L lift 111111111tH 11111 11111 11111111111t Jim minflif it 1111 11111111111111111 t1111[l 1111111111111111 111111111 lilt IIIIIIIII tillifl-11111111 11111 111111 11111 fill till 111111111 1111111 tit 111111 It 1wm I 1 ! r 1i Q Q 0, Q ODD DOME] ODD ��L=J�� Z 00011 DOOD 110011 1:1110 M OOOLALA H IDOOM 11LJO 1:100 �-- :1 DE] 0" 11111 R— In I H mE] El El El 1113 1113E] OADOE]" HH till o 151--0" 15'-0" 151-0" A 15'-0i1 151-0" Q Q 18 -b 15-0 UNIT #15 C4 BEURM. o 51T3 50. MT UNIT #14 (2) BEORM. 0 843 50_ FT. UNIT #13 (2) BEPRM. o 84 50. FT. r UNIT #12 (2) BWRM. 0 843 50. FT. r UNIT #11 (2) BWRM_ La 843 50. FT. UNIT #16-(2) BWRM. 0 843 50. FT_ rUMIT #q (2) 5WRM. low 843 50. FT. r UNIT #8 (1) BWRM. 0 517 5Q. f=T_ � � n ull m FRONT 51DEELEVATION 5EVEN (2) BEDROOM UNM5 4 ONE (1) BEDROOM UNIT zz w Quj �- QLQ = Zm UJI�-. �° < to 12 to 12 T--zT!T T"Ta T 4� � �Q # tu to u E , --T .wr` T x 4' ` • A A A x A 1_,_S_� A E E f tL [ TAT z I v EU z L�Jl� t 7 I I I I IT { 3 z Lu, �^ A _ t I i { I till 1111111111111— 1111111111111111111imp 111111111011 11111111fififfillf I 1111flillff 11111111 filiffillifflill 111111 It if 1111 If tit Lt �{ 2 t�Luz: z j 12 12 oo list 11111tiffilifit] fit 1111MIttlitt 1111111111 fill s f THESE VPAMC—,S ARE THE PROPERTY OF: "LUKE VrE 6,N5" AND ARE NOT TO BE U5W OR REPROEAZED IN ANY MANNER EXCEPT r11TH TETE PROF Im MITTEN PERMISE-6m OF LUKE DE516N5, INC. DATE- JULY 30, 2021 REVt5E17- DRA 'lTV BY: MONTY LUKE LEFT 51DE ELEVATION RI&HT 51DE ELEVATION CHKi7BYc JOB #ocrb-53 5HEtrT OF BACK 51DE ELEVATION YX z Q fl Z - 1, E - ..�... zm �m _O<Ilutu <10 zo TH ME DRANN65 ARE THE PROPERTY OF: "LUKE 17ES46W AND ARE NOT TO BE USED OR REPROIIEIGEII fN ANY MANNER EXGEPT MTH THE PROPER Mr TEN PERMM6M OF LUKE DEs16Ns, fNc_ DATE: JJLY 80, 2021 REVISED: VRAFTW SY: MONTY LUKE C-HKV f3Y: J013 #'0(r8 -B3 SHEET 2 OF Cl zz tutu tLy� 7 to r tn aujr ju fL Z V Itl O AT lu UJ- ; , tu zaIU pILI �a a z a z TH ME DRANN65 ARE THE PROPERTY OF: "LUKE 17ES46W AND ARE NOT TO BE USED OR REPROIIEIGEII fN ANY MANNER EXGEPT MTH THE PROPER Mr TEN PERMM6M OF LUKE DEs16Ns, fNc_ DATE: JJLY 80, 2021 REVISED: VRAFTW SY: MONTY LUKE C-HKV f3Y: J013 #'0(r8 -B3 SHEET 2 OF Cl i s i 4 -1 A # n" BUILDING #3, (1) d (2) BEDROOM UNITS. #8 THRU X75 15T LEVEEL FLOOR PLAN. SCALE 0 3/16" = 1'- O" z _Q I -F END NOTE: ALL ELECTRICAL WORK INCLUDING LOCATION OF SMOKE DETEGTOR5, TO BE CONFIRMED AND VERIFIED AT THE SITE BY ELECTRICAL GONTRAGTGR, NOTE: AT LEAST 50% OF ALL PERMANENTLY INSTALLED z4f INTERIOR AND EXTERIOR LIGHTING FIX'iURE5 SHALL Qul ��P' G,ONTAIN COMPACT OR STRIP FLUO8E5CENT LAMPS w't YQil: (40 LUMEN/WATT MIN) �mz NOTE: PROVIDE A 50LIP GORE YVOOD, O8 SOLID, OR cl) HONEYCOMB STEEL DOOR NOT LESS THAN 1315" THICK, OR A:20 -MINUTE FIREBATED DOOR BETWEEN lot THE GARAGE AND THE RE5VENGE 8302.5.1.1 t? z NOTE: F94AL CABINET DE5I67NS CONFIRMED WITH THE N Q ONNER AND VERIFIED AT THE SITE PRIOR TO THE START OF CONSTRUCTION (TYP.) NOTE: ALL MECHANICAL VENTILATION EXHAUST PER M1506.2 !i1 NOTE: ALL WINDOW AND DOOR HEADERS TO BE FRAMED AT & - 10" H16H UNLESS NO'T'ED OTHERWISE (TYP) 40 ?.?5" MAX STEP DOWN AT ALL EXTERIOR DOORS TO 56"X 36" (MIN) CONC. SLAB OR DECK (TYP) - � O 2 X 4 (MIN) #2 D.F. BEARING YVALL FRAMED Om 16" O.G. � u WITH 4 X b #2 D.F. HEADER A5 NEEDED (TYP) OVERHEAD MICROWAVE OVEN WITH BUILT-IN RANGE HOOD PER M1503/M150'7.3E O E a 3/4" THICK SHELVING SPACED 0 16" 0 . FLOOR luL TO CEILING IN LINEN CLOSET HERE QE (1) APPROVED FIRE EXTINGUISHER TO BE LOCATED INSIDE EACH UNIT AS MARKED MOUNTED TO WALL AS PER CODE tu (1) HOUR FIRE ASSEMBLY REGIARW BETWEEN EACH UNIT CONT. FROM WOOD FLOOR TO UNDER- SIDE ROOF SHEATHING PER DETAIL: F-6 ON PAGE (9) SEE STAR? SIN& MAIL 5-1 ON PAGE (q)- (14) RZERS YQTH 5" MAX R15E (CONFIRM o SITE) r� ALL TP,5N:;)5 WITH 10" RUFF GUT, 1" + FIN15H NOSE WATER HEATER HERE TO BE 5TRAFFW TO WALL PER REQUIRED BUILDING CODE (TYP) 21" X 30" FLOOR ACCESS LOCATED HERE NOTE: ALL TOLIETS TO HAVE 15" (MIN) CLEARANCE Z Z EACH SIDE OF CENTER A5 PER CODE (TYP) tu 13 36" HIGH (MIN) APPROVED GUARDRAIL CONT. AT ALL X%9_ to w BALCONY AND STAIR SIDES (TYP) 1� 5 APPRVD. SMOKE DETECTOR ALARM PER R-514 ! Z uj = ,- APPRVD. CARBON -MONOXIDE ALARM PER 8315 Q8biz` V HDU2 W/55TB16 YV (2) 2X6 STUD (0) TOTAL AS MARKED 9z v10# M HDU4 MSST520 YV/ (2) 2Xb STUD (0) TOTAL AS MARKED 0516 20-10d WJ 2X6 STUD (10) TOTAL THIS LEVEL FL HOU2 FLOOR TO FLOOR YV! 5/WALL THREAD YV/ (2) 2X6 Oz `- ZZI STUD (4) TOTAL THIS LEVEL z _Q r r Q� z-lor z4f Qul ��P' w't YQil: �mz cl) t? z Q !i1 fL� dl 10- j - � O � � u lu E a luL # tu Its} r� �✓ Z Z Lu tu 13 tit X%9_ to w 4 � 1� y� z AL ! Z uj = ,- W Q8biz` r Q I 9z v10# M FL O Q Oz `- ZZI iU �Z QL V V Z 01 6 011 THESE PRAM65 ARE THE PROPERTY OF: "LUKE DE516W AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT NTH THE PROPER MITTEN PERMISSION OF LUKE DESIGNS, 04c - PATE. JULY 30, 2021 REVISED: DRAFTED BY: MONTY LUKE C 4KV BY: JOB #ocrb-53 5Ht=l 3 Ci of InAl- s" BUILDING #3, (t) 8 (2) BEDROOM UNITS, #8 THRU X15 21117 LEVEL FLOOR FLAN. A LEO -END v0& -m- NOT€: ALL ELECTRICAL WORK INCLUDING LOCATION OF SMOKE DETECTORS, TO BE CONFIRMED AND (L VERIFIED AT THE 5ITE BY ELECTRICAL CONTRACTOR i— NOTE: AT LEAST SCJ% OF ALL PERMANENTLY INSTALLED dJ i \, f � INTERIOR AND EXTERIOR LIGHTING FDCnJPE5 SHALL CONTAIN COMPACT OR STRIP FLUORESCENT LAMPS � z��✓✓ (40 LUMEN/NATT MIN) (1) HOUR FIRE A65EMBLY REQUIRED BETMEN EACH UNIT DONT. FROM WOOD FLOOR TO UNDER- 51DE NOTE. PROVIDE A 50LO GORE WOOD, OR SOLID, OR 0 HONEYCOMB 51EEL DOOR NOT LESS THAN 1 3/8" ROOF 5HEATHING PER DETAIL- F-6 ON PAGE (9) THICK, OR A 20 -MINUTE FWZERATED DOOR BETNEEN THE GARAGE AND THE RESIDENCE. 8302.5-1.1 pU. 'm NOTE: FINAL CABINET DESIGNS CONFIRMED Y%TH THE ED W OY4NER AND VERIFIED AT THE SITE PRIOR TO THE START OF CONSTRUCTION (TYP.) N Ul Z V NOTE: ALL MECHANICAL VENTILATION EXHAUST PER M1506.2 tu NOTE: ALL WINDOW AND DOOR HEADERS TO BE FRAMEDZ tu AT b' - 10" HIGH UNLESS NOTED OTHERWISE (TYP) 'T.15" MAX STEP DOWN AT ALL EXTERIOR DOORS TO a Q C� 36" X 36" (MIN) CONC. SLAB OR DECK (TYP) Q Z n 7 IL ® 2 X 4 (MIN) #2 D.F. BEARING WALL FRAMED 0 16" O.C. WITH 4 X b #2 D.F. HEADER AS NEEDED (TYP) 21" X 30" FLOG? ACGE55 LOCATED HERE OVERHEAD MICROWAVE OVEN WITH BUILT-IN RANGE HOOD PER M1503/M1507l.3E r r tt I zZ 6 � b in Y w - Q <4_1 ,DLu vdau- tlzln a THE5E DRAININ65 ARE THE PROPERTY OF: LUKE DE5I6NS" AND ARE NOT TO BE USED OR IN ANY MANKR EXCEPT WITH THE PROPER Y*WTEN PERMISSION OF LUKE 0MC5N5, INC. DATE: JULY 30, 2021 REVISED: DRAFTED BY: MONTY LUKE CHKv $Y: rw:. •s• c n■ 3/4" THICK SHELVING SPACED 0 16" O.G. FLOOR TO CEILING IN LININ CLOSET HERE Q (1) APPROVED FIRE EXTINGUISHER TO BE LOGATED INSIDE EACH UNIT AS MARKED MOUNTED TO WALL AS PER GODS i \, f (1) HOUR FIRE A65EMBLY REQUIRED BETMEN EACH UNIT DONT. FROM WOOD FLOOR TO UNDER- 51DE ROOF 5HEATHING PER DETAIL- F-6 ON PAGE (9) Q (i�4) RISERS RIE CONFIRM 0 SITE) Z ALL TREADS WITH 10" RUFF GUT, 1" + FINISH N05E Lu WATER HEATER HERE TO BE 5TRAPPED TO WALL PERt— REQU#RED BUILDING CODE (TYP) Q Q Z IL 21" X 30" FLOG? ACGE55 LOCATED HERE LU Z �L S a NOTE: ALL TOLIETS TO HAVE 15" (MIN) CLEARANCE EACH V uj Q ttn SIDE OF CENTER A5 PER CODE (TYP) iU 36" HIGH (MIN) GUARDRAIL CONT. AT ALL lutn j Q # BALCONY AND 5TAIR 5a;)M (TYP) t to _ tLv� i— 5 APPRYD- SMOKE DETECTOR ALARM PER R--314 7- ;1 0 1 K � APPRVD. CARBON -MONOXIDE ALARM PER K-315 ri 0 Z 7-1 Q HDU2 N4/55TB16 W/ (2) 2X6 STUD (0) TOTAL. AS MARKED Zv Z HDU4 W/5STB20 W/ (2) 2X6 STUD (0) TOTAL. A5 MARKED 05% 20-10d W/ 2Xb STUD (10) TOTAL THIS LEVEL HDU2 FLOOR TO FLOOR W/ 5/WALL THREAD Wf (2) 2X6 5TUD (4) TOTAL. THIS LEVEL tu � THE5E DRAININ65 ARE THE PROPERTY OF: LUKE DE5I6NS" AND ARE NOT TO BE USED OR IN ANY MANKR EXCEPT WITH THE PROPER Y*WTEN PERMISSION OF LUKE 0MC5N5, INC. DATE: JULY 30, 2021 REVISED: DRAFTED BY: MONTY LUKE CHKv $Y: rw:. •s• c n■ 15'-5" .t -- 15' " 16-0" CnAn G# Y'l 124'-0" 105`-6" 15'-0" 16-0" 15-0" 1 15=3" T i 5040 SLD. # 5040 SLD. W-1" 16-3" la -10" 10'-10" 15-0" 10'-10" 124'-0" 10'-10" ,[ W-2" 15'-0" BUILDING #-5, (2) BEDROOM UNITS, #cI TNRU X75 3RD LEVEL FLOOR PLAN. SGALE 0 3/16" = 1'— O" 10'-10" 16-0" 10'-10" 15'-3" 15`-0" ---_ -----.--- --- � Zz to a tutu I � Z OL � j m A0 I ro tu Z min O 3rLuu- ill - W �! IL z I I I I c a OL O I I I I I I { � I _ { in C7 I � I I I I I { E I I I I i I o I � --------------- 16-0" LEOEND 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 1-I6 4TING FIXTURES 514ALL CONTAIN COMPACT OR STRIP FLUORESCENT LAMPS (40 LUMEN/WATT MIN) NOTE: FR VIVE A SOLID GORE YVDOD, OR SOLID, OR HONEYCOMB STEEL DOOR NOT LESS THAN 15/6" THICK, OR A 20 -MINUTE FIRERATED DOOR BETMEN THE GARAGE AND THE RESIDENCE. 8302.5.1.1 NOTE: FINAL CABINET DESIGNS CONFIRMED WITH THE OWNER AND VERIFIED AT THE SITE PRIOR TO THE START OF GONSTRUGTION (TYP.) NOTE: ALL MECHANICAL VEITIL.ATION EXHAU5T PER M1506.2 NOTE: ALL. Y%NDOW AND DOOR HEADERS TO BE FRAMED AT & - 10" HIGH UNLESS NOTED OTHERWISE CiYP) ?.?5" MAX STEP DOWN AT ALL EXTERN DOORS TO 36" X 36" (MIN) GONG. SLAB OR DECK (TYP) 2 X 4 (MIN) #2 D.F. BEARING WALL FRAMED 0 16" O.G. WITH 4 X 6 #2 D.F. HEADER AS NEEDED (TYP) OVERHEAD MICA;ZO�VE OVEN RAN6E HOOD PER M 503/M150Y BUILT-IN 3/4" THICK SHELVING 5FACED o 16" O.C. FLOOR P TO CEILING IN UNEN CL.05ET HERE (1) APPROVED FIRE EXTIN6Ui-*e1R TO Be LOCATED IN5IDE EACH UNIT AS MARKED MOUNTED TO WALL AS PER GODS (1) HOUR FIRE A55E -SLY REGWIRED BETY40EN EACH 0 UNIT DONT. FROM YV 00 FLOOR TO UNDER- SIDE ROOF SHEATHING PER DETAIL: F-6 ON PAGE (q) SEE STAIR FRAMING DETAIL 5-1 ON PAGE 01): (14) RI5ER5 WITH 8" MAX RISE (CONFIRM 0 SITE) ALL TREADS YVITH 10" RUFF GUT, 1" + FINISH NOSE WATER HEATER HERE TO BE STRAPPED TO WALL PER REQUIRED BUILDING GODS (Tg yp) 21" X 30" FLOOR ACCESS LOCATED HERE NOTE: ALL TOLET5 TO HAVE 15" (MIN) CLEARANCE EACH SIDE OF CENTER AS PM CODE (TYP) BALCONY AND STAIR SIDES (TYP)GOVT. AT ALL APPRVD. SMOKE DETECTOR ALARM PER R-514 Q APPRVD. CARBON MONOXIDE ALARM PER R-515 HDU2 YV/SSTB16 W/ (2) 2X6 STUD (0) TOTAL AS MARKED HDU4 M55TB20 YV/ (2) 2X6 STUD (0) TOTAL A5 MARKED 0516 20-10d W/ 2X6 STUD (10) TOTAL TH15 LEVEL HDU2 FLOOR TO FLOOR Wf 5/8 -ALL THREAD W/ (2) 2X6 STUD (4) TOTAL THIS LEVEL 0 Z r r z 00 dor- z)-vp %99,01 , M CA tu tu- V QF —42Z I>_ THE5E VKAYW465 ARE THE PROPERTY OF: "LUKE DE5l6N5" AND ARE N0T TO 5E USED OR RZFROOLCAV IN ANY MANNER EKCZ T AITH INE PROPER Y*zITi'EN PERMi5510N OF LUKE DE5K N5, 1NG. DATE: JULY 30, 2021 REVESEP. DRAFTED BY: MONTY LUKE GHKV 5Y.- J05 Y:JCB #0CM-55 V Zz to a tutu Z OL � j m A0 --'- ��( tu Z min O 3rLuu- ill - W �! IL z UJI c a OL z THE5E VKAYW465 ARE THE PROPERTY OF: "LUKE DE5l6N5" AND ARE N0T TO 5E USED OR RZFROOLCAV IN ANY MANNER EKCZ T AITH INE PROPER Y*zITi'EN PERMi5510N OF LUKE DE5K N5, 1NG. DATE: JULY 30, 2021 REVESEP. DRAFTED BY: MONTY LUKE GHKV 5Y.- J05 Y:JCB #0CM-55