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HomeMy WebLinkAboutPlan, Tentative APPLICANT 1/5/2022BUILDING STATISTICS BUILDING 1: (18) D.U. 3 -STORY APARTMENT BUILDING; SIX (1180 SQ. FT.) 3 -BEDROOM, 2 BATH UNITS AND SIX (1012 SQ. FT.) 2 -BEDROOM, 2 BATH UNITS AND SIX (728 SQ. FT.) I -BEDROOM. I BATH UNITS EACH BUILDING. BUILDINGS 2 & 3: TWO IDENTICAL (18) D.U. 3 -STORY APARTMENT BUILDINGS; SIX (1180 SQ. FT.) 3 -BEDROOM, 2 BATH UNITS AND TWELVE (1012 SQ. FT.) 2 -BEDROOM. 2 BATH UNITS EACH BUILDING. AREAS BLDG. 1 BLDG. 2 BLDG. 3 TOTAL 3 BEDRM. 7,080 S.F. 7,080 S.F. 7,080 S.F. 21,240 S.F. 2BEDRM. 6,072 S.F. 12,144 S.F. 12,144 S.F. 30,360 S.F. 1 BEDRM. 4,368 S.F. 0 S.F. 0 S.F. 4,368 S.F. TOTAL 17.520 S.F. 9.224 S.F.1 19.224 S.F. 55.968S. S.F. I LIVING BREEZEWAY/ STORAGE DECKS*,TOTAL BLDG. AREA STAIRS AREA AREAS: ,--*"PATIOS* AREA: BL. 1 17,520 S.F. 3,528 S.F. 396 S.F./3564 C.F. 866 S.F. 652 S.F. 22,962 S.F. (W/ STOR. & PATIOS) BL. 2 119,224 S.F. 1 3,528 S.F. 1396 S.F./3564 C.F. 920 S.F. 652 S.F. 124,720 S.F. (W/ STOR. & PATIOS) BL. 3 119,224 S.F. 1 3,528 S.F. 1396 S.F./3564 C.F. 920 S.F. 652 S.F. 124,720 S.F. (W/ STOR. & PATIOS) UNIT AREAS (SQ. FT.) W/ DECK AND STORAGE AREAS: UNIT LIV. AREA STO. AREA DECK AREA* TOTAL AREA 3 BEDRM. 1180 S.F. 24 S.F./216 C.F. 64 S.F. 1268 S.F. 2BEDRM. 1012 S.F. 21 S.F./189 C.F. 83 S.F. 1116 S.F. 1 BEDRM. , 736 S.F. .21 S.F./189 C.F. 1 74 S.F. 831 S.F. • NOTE: GROUND FLOOR PATIOS ARE 98 SQ. FT. OR GREATER • NOTE: DECKS AND PATIOS MAY BE COUNTED IN REQ'D. OPEN SPACE BUT ARE NEGLECTED. PARKING AUTO REQUIRED PROVIDED SIZE 1 PARKING STALL/ D.U. IS REQUIRED. 54 80 VARIES STANDARD STALLS: 70% (MIN.) OF REQUIRED 38 46 9' X18, COMPACT STALLS 0 34 8' x16' BIKE REQUIRED PROVIDED SHELTERED I PARKING STALL / D.U. IS REQUIRED. 54 54 LONG TERM 27 27 27 ALL LONG TERM SHALL BE SHELTERED AND LIGHTED. SHORT TERM 27* 27* 9 1 50% OF SHORT TERM IN EXCESS OF 10 SHALL BE SHELTERED (8.5) *10% OF 54 TO BE OVERSIZED 5.4 6 SITE PLAN STATISTICS COMPLY WITH ALL APPLICABLE PROVISIONS OF THE 2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC) AS AMENDED BY THE STATE OF OREGON. R-2 OCCUPANCY - TYPE V -B CONSTRUCTION SQ. FT. SITE % SITE AREA (1.98 AC.) 86,444 100% BUILDING COVERAGE: LIVING STAIRS/ BREEZE. STO. PATIO* LIVING U I -ACTOR R VALUE NOTE 1: 15 ' 856 588 132 (632) 7,076 2.5 UUBILL ULAZLIJ, I HLKIVIAL BREA K 5 ASKET, SEE SHEET A6.1 , 2 r BUILDING 2: 6,408 588 132 (632) 7,760 21 1' BUILDING 3: 16,408 588 1 132 (632) 7,760 19 IGID INSULATION ON ROOF DECK SKYLIGHT 0.50 2 COVERAGE TOTAL: 22,5961 26.1% A5.4 BUILDING CROSS SECTIONS PARKING & DRIVES: 131,8901 36.9% BUILDING CROSS SECTIONS A1.6 LANDSCAPING: A5.6 BUILDING CROSS SECTIONS PATIOS ON GRADE: 1926 6.0% 4531 6.0% ISIDEWALKS: VEGETATIVE: 25501 29.5% 3 BEDROOM UNIT - #106 A6.1 L ANDSCAPING TOTAL: 131,9581 37% OPEN SPACE A6.2 ACCESSIBILITY DETAILS 3.2.240 (5) OPEN SPACE. REQ'D. PROVIDED 15% OF GROSS SITE AREA IN OPEN SPACE. 12,967 63,848 VEGETATIVE LANDSCAPING = 25,501 S.F. A2.4 2 BEDROOM UNIT - #105 0.25 SQ. FT. OPEN SPACE PER 1 S.F. GROSS RESIDENCE AREA: 13,992 63,848 A2.5 2 BEDROOM UNIT - FIRST FLOOR (EXC. #105) A6.51 BUILDING LEVATIONS 250 S.F. COMMON OPEN SPACE PER 20 UNITS W/ 15' MIN. DIM. 750 1200 1200 S.F. PROVIDED (25'x 48') 1 VEGETATION TO EQUAL 50% OF REQ'D. OPEN SPACE 6996 25,501 A2.8 1 BEDROOM UNIT - FIRST FLOOR (EXC. #103) NOTE: BLUE BELL PARK WITHIN 1/4 MILE OF SITE. DECK DETAILS PRIVATE OPEN SPACE ON GRADE) 96 100 MIN. X PRIVATE STORAGE / D.U. 1112 C.F I 189 Z.F. (MIN.) All BLDG. 1: ARCH. FOUNDATION PLAN & DETAILS CODE DATA_ COMPLY WITH ALL APPLICABLE PROVISIONS OF THE 2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC) AS AMENDED BY THE STATE OF OREGON. R-2 OCCUPANCY - TYPE V -B CONSTRUCTION AREAS: PRIOR TO THE AWARD OF RESPECTIVE CONTRACT. INSULATION NS LATION ENVELOPE SHALL BE CONTINUOUS AND UNBROKEN THROUGH ALL CONSTRUCTION 0 T S ONSTRUCTION ASSEMBLIES AND JOINTS AS FOLLOWS: BUILL)ING COMPONEN I U I -ACTOR R VALUE NOTE INU(JVV GILAbb DOORS 00 S 0.20 2.5 UUBILL ULAZLIJ, I HLKIVIAL BREA K 5 ASKET, SEE SHEET A6.1 WALLS LLS 0.0476 rO.67 21 1' CEILINGS / ROOF 0.0526 19 IGID INSULATION ON ROOF DECK SKYLIGHT 0.50 2 SLAB FLOOR EDGE AIA 15 BUILDING CODE REVIEW CHAPTER 3 SEC. 310.3 R-2 APARTMENTS CHAPTER 4 SEC. 413.1 HIGH PILED STORAGE N.A. AS DEFINITION INVOLVES 12'+ HEIGHT SEC. 420.2 FIRE WALLS - SEE SEC. 708 (FIRE PARTITIONS) SEC. 420.3 FIRE FLOORS - SEE SEC. 711 SEC. 420.4 SPRINKLERS - SEE SEC. 903.2.8 AND 903.3.2 SEC. 420.5 FIRE ALARM - SEE SEC. 907.2.9 SMOKE ALARMS - SEE SEC. 907.2.10 SEC. 420.9 COOKING FACILITIES SEE SEC. 917.2 OF MECHANICAL CODE. CHAPTER 5 SEC. 502.1 ADDRESS EACH BUILDING 4" HIGH NUMBERS, 1/2" STROKE (MIN.) TABLE 504.3 BUILDING HEIGHT - S13D SPRINKLERS: 1 HR = 50', NR = 40' SEE 903.3.1.3 S13R SPRINKLERS: 1 HR = 60', NR = 60' SEE 903.3.1.2 BUILDING HEIGHT DEF: GRADE PLANE TO AVERAGE HEIGHT OF ROOF. GRADE PLANE DEF: AVERAGE GRADE AROUND BUILDING (ON FLAT SITE). OUR BUILDING HEIGHT (PER DEF): 34- 7 1/4" TABLE 504.4 NO. OF STORIES - 1 FIR: 4 STORIES, NR = 3 STORIES SEC. 506.2.3 ALLOWABLE AREA (EQUATION 5-2) 7000. + (7000X 50%) = 10,500 S.F./FLOOR OUR BUILDING AREA: 6856 S.F. / FLOOR (< 7000 W/O INCREASE) CHAPTER 6 TABLE 601 TYPE 5-13 CONSTRUCTION - NON RATED CONSTRUCTION TABLE 602 EXTERIOR WALL RATING - NON RATED IF 10'+ TO PROP. LINE CHAPTER 7 SEC. 703.7 ATTIC SPACE FIRE / SMOKE BARRIERS SIGN WORDING SEC. 705.2 BALCONIES / DECK PROJECTIONS MAY BE WITHIN 40" OF LINE. SEC. 705.2.3.1 EXCEPTION 3 ALLOWS NON RATED DECKS IF SPRINKLERED. SEC. 705.3 BUILDINGS ON SAME LOT TO HAVE ASSUMED PROPERTY LINE BETWEEN. SEC. 705.5 IF EXTERIOR WALLS WERE RATED, INSIDE ONLY IF SEP. > 10'. SEC. 705.8.1 EXCEPTION 2 ALLOWS UNLIMITED OPENINGS IN NR WALLS SEC. 705.8.5 EXCEPTIONS ALLOW NON -VERTICAL SEPARATION OF OPENINGS. SEC. 708.3 CORRIDOR (BREEZEWAY) WALLS -1 HR. FR RATING W/ 13R SPRINKLERS. SEC. 708.4 FIRE PARTITIONS SHALL EXTEND TO ROOF SHEATHING EXCEPT TO CEILING WHEN CEILING IS OF EQ. FIRE RATING. EXC. 2 IN CORRIDORS (BREEZEWAY) TO CEILING WITH SPRINKLERS PER SEC. 9903.3.1.1 OR 2 EXC. 3 WHERE CORRIDOR CEILING IS CONSTRUCTED LIKE CORR. WALL. SEC. 708.4.1 SUPPORTING CONSTRUCTION - EXC. - NR IN VB. SEC. 708.4.2 FIREBLOCK AND DRAFTSTOPS - SEE SEC. 718.4.1 FOR ATTICS EXC. 2 DRAFTSTOPPING FOR 1 WALL IN CORRIDORS EXC. 4ATTIC AREAS 3000 SQ. FT. OR EA. 2 UNITS (WHICHEVER IS LESS.) SEC. 711.2.3 SUPPORTING CONSTRUCTION - EXC. 2 NR AT PARTY WALLS SEC. 711.2.4.3 I HR. FLOOR ASSEMBLIES W/ 13R SPRINKLERS. SEC. 714.4 THROUGH PENETRATIONS OF RATED ASSEMBLIES - TABLE 716.1(2) FIRE DOORS IN IHR. CORRIDOR WALLS SHALL BE 20 MINUTE RATED. TABLE 721.1(2) FIRE RESISTANCE OF VARIOUS ASSEMBLIES (SEE SHEET A6.7) File 41 I I 0,ea, CHAPTER 10 TABLE 1004.5 I OCC. PER 200 SQ. FT.= 18 PER STAIRWAY 3499/200=18 SEC. 1005.3.1 STAIR WIDTH 0.3"x18 = 5.4" REQ'D. W/SPRINKLERS 0.2x18=3.6" TABLE 1002.6.1 R-2 OCC. MAX. OCC.=20 AND 125' MAX. LENGTH OF EGRESS TRAVEL. (18 OCC. AND LENGTH LIMIT MET.) SEC. 1020.4 DEAD END (CORRIDORS) LIMITED WHERE MORE THAN ONE EXIT IS REQ'D. PLUS EXCEPTION FOR R-2 OCC. W/ SPRINKERS (50') TABLE 1006.3.3(1) 1 EXIT FOR R-2, 125' LENGTH, 4 D.U. PER FLOOR MAX. SEC. 1008.1 ILLUMINATION REQ'D. FOR BREEZEWAYS, STAIRS: 1 FTC. SEC. 1009.1 ACCESSIBLE EGRESS REQ'D. SEC. 1009.3.2 STAIR WIDTH <48" ALLOWED. SEC. 1009.3.3 EXC. 2 & 5: AREA OF REFUGE NOT REQ'D. SEC. 1010.1.1 32" MIN. CLEAR DOOR OPENING, EXC. CLOSETS <10 S.F. SEC. 1010.1.5 LANDING EA. SIDE OF DOOR. 2% SLOPE MAX. EXC. DECKS 4" STEP MAX. SEC. 1010.1.7 1/2" HIGH THRESHOLD MAX. BEVELED. SEC. 1010.1.9.1 LEVER DOORKNOBS 34"-48" ABOVE FLR. SEC. 1011.2 EXC.1 36" MIN. STAIRWAY WIDTH REQ'D. SEC. 1011.5.2 7" MAX., 4" MIN. RISER, 11" MIN. TREADS FOR STAIRS SEC. 1011.5.3.3 SOLID RISERS EXC. <4" SPACE ALLOWED. SEC. 1011.6 LANDING WIDTH = 48" MIN. SEC. 1011.7.4 NO ENCLOSED SPACE UNDER EXT. STAIRS UNLESS 1 HR. RATED. SEC. 1012: RAMPS, 1:12 MAX. W/30" MAX. RISE &60" LANDINGS HANDRAILS REQ'D.>6" R. SEC. 1014: STAIR HANDRAILS: 1 1/4"-2" DIA., 34"-38" ABOVE NOSING, OR TYPE 11. SEC. 1014.6 HANDRAILS EXTEND 12" ABOVE TOP, 1 TREAD (SLOPED) BELOW BOTTOM. SEC. 1015.3 PUBLIC GUARDS 42" HIGH, PRIVATE 36" HIGH W/ <4" OPENINGS. SEC. 1015.8 WINDOW SILLS<36" HIGH INSIDE >72" OUTSIDE TO HAVE FALL PREVENTION. ASTM 2090 AND SHALL MEET EGRESS OPENING REQM'TS. TABLE 1020.1 CORRIDORS 0.5 HR. RATED W/ SPRINKLERS TABLE 1020.2 CORRIDOR WIDTH 36" MIN. < 50 OCCUPANTS SEC. 1020.4 EXC. 2 DEAD END CORRIDOR UP TO 50'W/ SPRINKLERS. CHAPTER 11 - SEE SHEET A6.2 SEC. 1206.2 - STC 50 RATING FOR FLOORS AND WALLS SEPARATING DWELLINGS. I 1. THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO SET MINIMUM 11. MECHANICAL, HVAC, PLUMBING AND ELECTRICAL SYSTEMS ARE BIDDER DESIGNED. STANDARDS FOR CONSTRUCTION. SEE ALSO THE DRAWINGS AND SPECIFICATIONS. DESIGN OF SAID WORK SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL 2. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED PRIOR TO THE AWARD OF RESPECTIVE CONTRACT. TO BE CONSTRUCTION STANDARDS. CONSULT ARCHITECT FOR CLARIFICATIONS. 12. ALL RUBISH AND DEBRIS RESULTING FROM DEMOLITION AND/OR NEW WORK %c: 3. COMPLY WITH ALL PROVISIONS OF THE 2019 OREGON STRUCTURAL SPECIALTY CODE IS THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OFF-SITE COVER SHEET AND NOT ALLOWED TO ACCUMULATE. BURNING OF DEBRIS IS PROHIBITED. 4. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS DISPOSE OF ASBESTOS, LEAD PAINT AND HAZARDOUS MATERIALS PER CODE. AND SITE CONDITIONS TO THE ARCHITECT FOR CLARIFICATION OR MODIFICATION. SITE PLAN NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES BETWEEN PLANNED OR 13. CONTRACTOR SHALL COORDINATE SCHEDULING OF WORK WITH OWNER PRIOR TO STARTING WORK. IN NO CASE SHALL WORK INTERFERE WITH OWNER'S 5. THE CONTRACTOR SHALL REQUEST INFORMATION FROM THE ARCHITECT FOR ANY WORK THAT IS MISSING OR NOT PROPERLY SPECIFIED BEFORE BEGINNING WORK. 6. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM THE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSION IN THE FIELD BEFORE PROCEEDING WITH THE SUBSEQUENT WORK. ALL DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE. VERIFY ALL DIMENSIONS PRIOR TO WORK. 7. USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK. 8. INSTALL ALL MATERIALS IN STRICT CONFORMANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR LONG LIFE UNDER HARD USE. OBSERVE ALL WARRANTY REQUIREMENTS FOR DELIVERY, STORAGE, HANDLING, INSTALLATION AND PROTECTION OF ALL MATERIALS. NOTIFY ARCHITECT IF DRAWINGS OR SPECIFICATIONS INFER DISREGARDING THIS NOTE FOR FURTHER CLARIFICATION. 9. IT SHALL BE THE RESPONSIBILILTY OF THE CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF STRUCTURAL, MECHANICAL AND ELECTRICAL WORK. ANY DISCREPANCY BETWEEN THE 10. DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR ALL WOOD FRAMING MEMBERS SHALL BE SO ARRANGED AND SPACED AS TO PERMIT INSTALLATION OF PIPE AND CONDUITS AND DUCTWORK WITH A MINIMUM OF CUTTING. CONSULT ARCHITECT FOR CUTTING NOT SHOWN ON THE DRAWINGS. OPERATION WITHOUT PRIOR WRITTEN APPROVAL OF OWNER. 14. ALL FINISHES AND COLORS SHALL BE CHOSEN BY OWNER. 15. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITY TO THE HOURS OF 8AM TO 5PM MONDAY THROUGH FRIDAY UNLESS OTHER HOURS ARE APPROVED IN ADVANCE WITH THE OWNER. 16. GEOTECHNICAL (SOILS) ANALYSIS AND/OR ENGINEERING ARE NOT INCLUDED WITHIN THE SCOPE OF THESE ARCHITECTURAL SERVICES. NO OTHER ENGINEERING SERVICES ARE ANTICIPATED OR INCLUDED WITHIN THIS WORK. 17. THE CONTRACTOR SHALL NOTIFY HIS EMPLOYEES AND SUB -CONTRACTORS TO MAKE EVERY EFFORT TO MINIMIZE THE DISRUPTION OF THE OWNER'S USE OF HIS PROPERTY, INCLUDING, BUT NOT LIMITED TO DAILY CLEAN-UP OF CONSTRUCTION DEBRIS, SAFE AND SIGHTLY STORAGE OF CONSTRUCTION EQUIPMENT AND MATERIALS AND MINIMIZING UNNECESSARY NOISE. MASK OFF AREAS INTO THE EXISTING BUILDING TO SUBSTANTIALLY REDUCE NOISE, DUST AND INTRUSION. 18. FULLY COMPLY WITH ALL APPLICABLE BUILDING AND ZONING CODE REQUIREMENTS. USE EQUIPMENT AND PROCEDURES IN FULL COMPLIANCE WITH OSHA AND INSURE SAFETY OF WORKERS WITH PROPER INSTRUCTIONS AND FACILITIES. 19. CHANGES TO THE SCOPE OF THE WORK SHALL BE DESCRIBED IN WRITING WITH COST AND TIME ADJUSTMENTS CLEARLY DEFINED AND APPROVED BY THE OWNER. 20. THERE SHALL BE NO PENETRATIONS IN WALL OR FLOOR CEILING ASSSEMBLIES THAT SEPARATE DWELLING UNITS - UNLESS NOTED OTHERWISE. llr COA NORTH Now A D rMxtAWING INDEX NO. DRAWING DESCRIPTION NO. DRAWING DESCRIPTION NO. DRAWING DESCRIPTION A1.1 COVER SHEET A5.1 BUILDING CROSS SECTIONS A1.2 SITE PLAN A5.2 BUILDING CROSS SECTIONS A1.3 SITE DETAILS A5.3 BUILDING CROSS SECTIONS AIA SITE DETAILS A5.4 BUILDING CROSS SECTIONS A1.5 SITE LIGHTING A5.5 BUILDING CROSS SECTIONS A1.6 CONCEPTUAL LANDSCAPE PLAN A5.6 BUILDING CROSS SECTIONS A2.1 3 BEDROOM UNIT - #106 A6.1 ARCHITECTURAL DETAILS A2.2 3 BEDROOM UNIT - FIRST FLOOR (EXC. 106) A6.2 ACCESSIBILITY DETAILS A2.3 3 BEDROOM UNIT - UPPER FLOORS A6.31 ENLARAGED KITCHEN PLANS & ELEVATIONS A2.4 2 BEDROOM UNIT - #105 A6.41 ENLARGED BATHROOM PLANS & ELEVATIONS A2.5 2 BEDROOM UNIT - FIRST FLOOR (EXC. #105) A6.51 CEMENTICIOUS SIDING DETAILS A2.6 12 BEDROOM UNIT - UPPER FLOORS A6.61 BUILDING COMPONENT ASSEMBLIES A2.7 1 BEDROOM UNIT - #103 A6.7 DECK DETAILS A2.8 1 BEDROOM UNIT - FIRST FLOOR (EXC. #103) A6.8 DECK DETAILS A2.9 I BEDROOM UNIT - UPPER FLOORS A6.9 X All BLDG. 1: ARCH. FOUNDATION PLAN & DETAILS A3.2 BLDG. 1: 1ST FLOOR PLAN& DETAILS A3.3 BLDG. 1: 2ND & 3RD FLOOR PLANS A3.4 BLDG. 1: ROOF PLAN & DETAILS A3.5 BLDG. 2 & 3: ARCH. FOUNDATION PLAN & DETAILS A3.6 BLDG. 2 & 3: 1 ST FLOOR PLAN A3.7 BLDG. 2 & 3: 2ND & 3RD FLOOR PLANS A3.8 BLDG. 2 & 3: ROOF PLAN & DETAILS A4.1 BUILDING 1 ELEVATIONS A4.2 BUILDING 1 ELEVATIONS A4.3 BUILDING 2 & 3 ELEVATIONS A4.4 BUILDING 2 & 3 ELEVATIONS SET KENNETH EN D,OREGON OF 9 F., 5 El RIDGEVIEW COVER SHEET AARL FILE NAME - Al 1 RIDCOVii SEE CONTINUATION OF SITE PLAN AT RIGHT rf, (I nl ENTRY DRIVE AT MAIN STREET 1/16" = 1--0" -.0 CEDAR, NORTH 20"" CEDAR MA SITE PLAN 1/16" = V-0" 238.24' R" 1- TILIA EXTRUDED CURB WHERE NEXT TO LANDSCAPING. SEE DETAIL 22 id� evieZv arcens ,454GarcCen g�eveCopmentfome inSpringafieCcfOregon TAX LOT 4301 1 TAX LOT 4302 RAIN GARDEN #4 o SEE SHEET C-2.0 O 3 cy) IV. a M NOTE: UTILITIES�HA ILL BE ROUTED I 11::��: G, -- 1 1111 �E � ��! � T"li : I plf Q�Ty - —'TO CONNECT TO SERVICES WITHIN THE MAIN STREET RIGHT-OF-WAY. L6 0 04 NOTE: REFER TO LAND SURVEY FOR ADDITIONAL INFORMATION ABOUT EXISTING CONDITIONS NOT SHOWN HERE. CONSULT WITH OWNER REGARDING EXISTING CONDITIONS TO BE REMOVED. TAX LOT 4303 SITE LIGHTING - SEE SHEET A1.5 S. 890 44'00" E. 70.0' 5024 MAIN ST. SPRINGFIELD, OREGON T.L. 3800 N.W. 1/4 S.W. 1/4 SEC. 33, T.17 S. R.2 W. W.M. LANE COUNTY, OREGON PARCELS 1702333203800 ZONED COMMUNITY COMMERCIAL TAX MAP 17023332 1.99 AC. THIS SITE IS DESIGNED TO PROVIDE COMPLIANCE WITH THE A.D.A. ACCESSIBILITY REQUIREMENTS. CONSULT WITH ARCHITECT FOR CLARIFICATION OF ANY ELEMENT NOT SHOWN, OR APPEARS TO BE IN CONFLICT WITH THAT ACT. kPLE TAX LOT 3801 N. 890 44'00" W. 40.00' AT MAIN STREET NOTE: PROVIDE 4' HIGH PROTECTIVE CYCLONE FENCING AROUND RAIN GARDENS - TYP. 10" WALNUT NUT 48" REDWOOD 14!' DOUBLE BIRCH TAX LOT TAX LOT 31 KENNETH EN A p—a D,OREGON OF 0 s u . m r"m (11 ® 14 LIT RIDGEVIEW SITE PLAN 1 R" 1- TILIA EXTRUDED CURB WHERE NEXT TO LANDSCAPING. SEE DETAIL 22 id� evieZv arcens ,454GarcCen g�eveCopmentfome inSpringafieCcfOregon TAX LOT 4301 1 TAX LOT 4302 RAIN GARDEN #4 o SEE SHEET C-2.0 O 3 cy) IV. a M NOTE: UTILITIES�HA ILL BE ROUTED I 11::��: G, -- 1 1111 �E � ��! � T"li : I plf Q�Ty - —'TO CONNECT TO SERVICES WITHIN THE MAIN STREET RIGHT-OF-WAY. L6 0 04 NOTE: REFER TO LAND SURVEY FOR ADDITIONAL INFORMATION ABOUT EXISTING CONDITIONS NOT SHOWN HERE. CONSULT WITH OWNER REGARDING EXISTING CONDITIONS TO BE REMOVED. TAX LOT 4303 SITE LIGHTING - SEE SHEET A1.5 S. 890 44'00" E. 70.0' 5024 MAIN ST. SPRINGFIELD, OREGON T.L. 3800 N.W. 1/4 S.W. 1/4 SEC. 33, T.17 S. R.2 W. W.M. LANE COUNTY, OREGON PARCELS 1702333203800 ZONED COMMUNITY COMMERCIAL TAX MAP 17023332 1.99 AC. THIS SITE IS DESIGNED TO PROVIDE COMPLIANCE WITH THE A.D.A. ACCESSIBILITY REQUIREMENTS. CONSULT WITH ARCHITECT FOR CLARIFICATION OF ANY ELEMENT NOT SHOWN, OR APPEARS TO BE IN CONFLICT WITH THAT ACT. kPLE TAX LOT 3801 N. 890 44'00" W. 40.00' AT MAIN STREET NOTE: PROVIDE 4' HIGH PROTECTIVE CYCLONE FENCING AROUND RAIN GARDENS - TYP. 10" WALNUT NUT 48" REDWOOD 14!' DOUBLE BIRCH TAX LOT TAX LOT 31 KENNETH EN A p—a D,OREGON OF 0 s u . m r"m (11 ® i e RIDGEVIEW SITE PLAN 1 FILE NAME Al2RIDSP2C11 04 L 21-01' 4f-011 4f-0ll 41-0" 6 21-011 2#41 21-01' 61 O 0 9 NNIF 7 ONE; PA KI 0 FOR (8) BIKES 9 9 SEF D TAIo co N EF 10 < w A1.3 10 A 133 < 0 9 < TR00*F OVERHPAG CL PARKING FOR (6)'OV BIKES PARKING- FOR BIKES. OF BIKE 7SHEL:TE" R SEE DETAJL SEE DETAIL m -mis 9 M. SIDEWALK CUjRB —7-0� SIDEVVALK 9 PARKING AREA 's;== LANDSCAPING F 8 BIKE PARKING STALL (9) 'SHORT TERM BIKES SHALL BE SHELTERED. BIKE PARKING SHELTER #2(NO LIGHTING REQ'D. BIKE PARKING AT RECREATON AREA 1 1/4" = if-Ofl 2 1/411 = it -Oil (NO BIKE PARKING SHELTER AT THIS LOCATION.) I A BIKE PA KING - SHELTER#2 PARKING AREA SES DE_ -Alt. BIKE M.3 CURB' RAMP 10 V -PARKING F R 4) SIDEWALN SEE DETAIL \�A:1.3 L _j 5 3 04 Q w C14 w Q) 9 9 FOOTINGS & FRAMING FOR BIKE SHELTERS - LANDSCAPING Alf SEE STRUCTURAL PLANS. 4, LANDS APING ROOF OVERHANG OF BIKE SHELTER 611 2#-0vs 3f -0f# 3l-0ll 3#41 S-011 X-011 S-011 21-6" 10 23v-011 \A1.3 14 BIKE PARKING STALL A TOTAL OF 27 BIKES ARE "LONG TERM" AND MUST BE SHELTERED IN A LIGHTED AREA. BIKE PARKING SHELTER 41 INTERIOR OF SHELTER SHALL BE LIGHTED, WITH LIGHTING CONTROLLED BY A PHOTO CELL SWITCH. 1/411 = 11-011 T S 4x4xl/4" m COLUMN PARKING AREA 14 BIKE PARKING STALL 111oft A TOTAL OF 27 BIKES ARE "LONG TERM" AND MUST BE SHELTERED IN A LIGHTED AREA. (o n 'SIDEWALK II 1 II c1r) Li C) 04 21-011 21-011 'I I TYPICAL BIKE PARKING AT BUILDING #1 BIKE SHELTERELEVATION 9 1/411 = 11-011 (NO BIKE PARKING SHELTER AT THIS LOCATION.) 1/41# = 11-011 GROUTED U U D.S. �P°�� `n ��IN ��10 10 PLANTER 18 PLANTER PLANTER AREA A1.3 AREA 0, T.S. 4x4xl F4" 6>, AREA 610 COLUM X GROUT =r c,51,t v5pt P IN CEL/ CD co 8x4- < 7DUMOSTER ST CD STA�NDARD \ -1 .1 PRI -0o co '��F N ol IS CMI BLOCK DIS AL WITHI FIRST COURSE \48'WDA- k-EACFX X r8 -x4 ON FFOTING. E GRADE./ cl:> TtR TRASH N 308.31 10 DRAIN CUI PLAN I E DRAIN PERPENDICUM GRATI45* WITER PERPENDRN LA k /45dMITER AREA a, --FOOTING - TO TRAVEL DIR CTION;, _*'X42" "'TO TRAVEL DIR TIO�YIMAS 06 SEE STRUCTURAL._..-.PG1M_PSMR--, _4 r 610" -�Ico /A 91-01, T.S.x4x 144�' 0o, cp IO ao 80 T.S. 4x4x SGRoYTED COLUMN GROUTED SEE ENLARGED IN BELL IN CELL TRASH ENCLOSURE MITER 4/5' MITER PLAN - DETAIL15 PLANTER 3: PLANTER MASONRY TS 8x2x3/16 AREA AREA H.C. PK'G. & RAMP ------- Ile SEE DETAIL/ -,-)--N 0) de— N\ /-,+ — --I — — — u-- NOTE: A.D.A. ACCESS 3.61bt 9,, 6" CURB 1,_1 jL- 74` 9ft 6" CURB1- A1.48o (WIDTH, GRADE, HT.) 8 8 8 8 17 r 8 MUST BE MAINTAINED nrr% NO CURB AT Al THROUGH TRASH ENCL. TRASH ENC_OS0RE p TRASH ENCLOSURE VICINITY PLAN ARCHITECTURAL FOUNDATION PLAN TRASH ENCLOSL RE FLOG PLAN 1/8" = if -Oil A.D.A. 14 1/4" = V-011 15 1/4" = 1'-0" A.D.A. STAND SEAM METAL ROOF STAND SEAM METAL ROOF STAND SEAM METAL ROOF ON 1 1/2" CHANNELS @ 24" O.C. ON 1 1/2" CHANNELS @ 24" O.C. ON 1 1/2" CHANNELS @ 24" O.C. ON T.S. METAL FRAMING ON T,S. METAL FRAMING ON T.S. METAL FRAMING RAFTERS @ 48- O.C. RAFTERS @ 48" O.C. RAFTERS 0) 48" O.C. 12 8 5" FASCIA/ 4 GUTTER 5" FASCIA/ 5" FASCIA/ GUTTER GUTTER 'zoor ROWLOCK COURSE ROWLOCK COURSE ROWLOCK COURSE T.S. UU114" lo RED BRICK CAP RED BRICK CAP RED BRICK CAP METAL FRAMING 9 10 8"x8"x16" SPLIT FACE C.M.U. IN RUNNING BOND LAYUP W/ #5 REBAR VERT @ 32- O.C. HOOKED INTO FOOTING � (1 TRASH ENCLOSURE ���N�.W�.E ELEV. I V 1 1/4" = 1'-0" I 8"x8"x16" SPLIT FACE C.M.U. IN RUNNING BOND LAYUP W/ #5 REBAR VERT @ 32" O.C. HOOKED INTO FOOTING TRASH ENCLOSURE S.W. ELEV. 20 1/41f = if-ou E777-77 8"x8"x16" SPLIT FACE C.M.U. HINGED STEEL GATE 1 0"X20" CONC. IN RUNNING BOND LAYUP W/ W/ EYEBOLT HINGES FOOTING W/ #5 REBAR VERT @ 32" O.C. & CATCH (2) #4 CONT. HOOKED INTO FOOTING rn 014 TRASH ENCLOSURE SOUTH ELEV. LAIC. 1 1 1/4" = V-101" STAND SEAM METAL ROOF , , 6" CURB BELOW W4 = I -U STAND SEAM METAL ROOF ON 1 1/2" CHANNELS @ 24" O.C. ON T.S. METAL FRAMING RAFTERS @ 48" O.C. 5" FASCIA/ GUTTER -1 'J011110. ROWLOCK COURSE RED BRICK CAP -n E-7 A 10"X20" CONI .�- FOOTING W/ (2) #4 CONT. TRASHE OURS S.E. ELEV. 22 1/41- = 11-011 PROVIDE PARALLEL BIKE HOOPS AT 36" O.C. ..PROVIDE *PARAELtL BIKE HOOPS AT 48" O.C. 24" CLEAR FROM WALL OR SLAB EDGE.LEAR FROM .-. ji. Oil wL t4 2#41 3'-0"3'-0"Z-01 2f-011 2#-Ol# 36" C 1/4")eE"DIA. PPER COATED, " FLANGE. MOUNT PAD W/ H (2) 142" DIA. 0 Eg' ant 4�) A, 4" BROOM FINISH 4" BROOM NISH CONC. SLAB CONS c \Vz'M "IN � % 4111111111 1/4" x 6" DIA. POWDER COATED PROVI (2) 3/8" x 3'� GALV. LA SCREWS /2" DIA. POWDER COATED IN GAiEXPANSION ANCHO S -W/ 1/2" DIA: POWDER -C TED FLANGE MOUNT PAD W1 STEEL PIPE (1.9- O.D.) STEEL PIPE - (2) 1/2- DIA. HOLES. (2) 3/8" x 3" GALV. IAMPER - POWDER TE ST LAG SCREWS AT EACH RAC z ".0 PROVIDE (2) 3/8" x 3" GALV. LAG SCREWS (4 ANCHORS PER kACK). IN GALV. EXPANSION ANCHORS W/ (2) 3/8" x 3" GALV. TAMPER PROOF Ld I I T LAG SCREWS AT EACH RACK. m m 0.2va 0 (4 ANCHORS PER RACK). _y F'T I IILi 24" x 72- FOOTPRINT PER BIKE RACKL 24" x 96" FOOTPRINT PER BIKE RACK STANDARD BIKE RACKOVERSIZED BIKE RACK 11 5 1/2"= 11-0AS AVAILABLE FROM RADIUS PIPE BENDING 6r- 1/211 = 11-011 AS AVAILABLE FROM RADIUS PIPE BENDING www.radiuspipe.com (541) 998-9700 STANDING SEAM 000 METAL ROOF ON MITER AT CORNERS T.S. 4x4x1/4" RIDGE • & EAVE BEAMS. 9 26 GA. PREPAINTED FAR= - CLOSER W/ HEMMED S.S. HOOKS W/ P.T. 2x4 SPACER @ 48" O.C. DRIP EDGE AT BOT. & ENDS. T.S. 4x4x1/4" POSTS TAMPERPROOF PAINTED TO MATCH. 9 BIKE RACKS. TAB ON _�—BIKE RACKS - SEE DETAIL P.T. 4x8 BUMPER @ 40" 4" CONC. SLAB. (K\–NOTE: ENSURE TOP OF ABOVE SLAB W/ 5/8" DIA. x 8" FOOTING IS BELOW 9 ADJACENT IMPROVEMENTS. INSIDE OF 10 ..PARKING FOR' a0) BIKES, FOOTING PER STRUCTURAL PLANS. 9 >- • z SJDETAI� w co (D > #5 REBAR VERT @ 32" O.C. T 1/ 3/16" TYP. HOOKED INTO FOOTING II (D CD SLOT FOR U) 0 cy) 1 C) 0 _j 9 C7 z Q (o n 'SIDEWALK II 1 II c1r) Li C) 04 21-011 21-011 'I I TYPICAL BIKE PARKING AT BUILDING #1 BIKE SHELTERELEVATION 9 1/411 = 11-011 (NO BIKE PARKING SHELTER AT THIS LOCATION.) 1/41# = 11-011 GROUTED U U D.S. �P°�� `n ��IN ��10 10 PLANTER 18 PLANTER PLANTER AREA A1.3 AREA 0, T.S. 4x4xl F4" 6>, AREA 610 COLUM X GROUT =r c,51,t v5pt P IN CEL/ CD co 8x4- < 7DUMOSTER ST CD STA�NDARD \ -1 .1 PRI -0o co '��F N ol IS CMI BLOCK DIS AL WITHI FIRST COURSE \48'WDA- k-EACFX X r8 -x4 ON FFOTING. E GRADE./ cl:> TtR TRASH N 308.31 10 DRAIN CUI PLAN I E DRAIN PERPENDICUM GRATI45* WITER PERPENDRN LA k /45dMITER AREA a, --FOOTING - TO TRAVEL DIR CTION;, _*'X42" "'TO TRAVEL DIR TIO�YIMAS 06 SEE STRUCTURAL._..-.PG1M_PSMR--, _4 r 610" -�Ico /A 91-01, T.S.x4x 144�' 0o, cp IO ao 80 T.S. 4x4x SGRoYTED COLUMN GROUTED SEE ENLARGED IN BELL IN CELL TRASH ENCLOSURE MITER 4/5' MITER PLAN - DETAIL15 PLANTER 3: PLANTER MASONRY TS 8x2x3/16 AREA AREA H.C. PK'G. & RAMP ------- Ile SEE DETAIL/ -,-)--N 0) de— N\ /-,+ — --I — — — u-- NOTE: A.D.A. ACCESS 3.61bt 9,, 6" CURB 1,_1 jL- 74` 9ft 6" CURB1- A1.48o (WIDTH, GRADE, HT.) 8 8 8 8 17 r 8 MUST BE MAINTAINED nrr% NO CURB AT Al THROUGH TRASH ENCL. TRASH ENC_OS0RE p TRASH ENCLOSURE VICINITY PLAN ARCHITECTURAL FOUNDATION PLAN TRASH ENCLOSL RE FLOG PLAN 1/8" = if -Oil A.D.A. 14 1/4" = V-011 15 1/4" = 1'-0" A.D.A. STAND SEAM METAL ROOF STAND SEAM METAL ROOF STAND SEAM METAL ROOF ON 1 1/2" CHANNELS @ 24" O.C. ON 1 1/2" CHANNELS @ 24" O.C. ON 1 1/2" CHANNELS @ 24" O.C. ON T.S. METAL FRAMING ON T,S. METAL FRAMING ON T.S. METAL FRAMING RAFTERS @ 48- O.C. RAFTERS @ 48" O.C. RAFTERS 0) 48" O.C. 12 8 5" FASCIA/ 4 GUTTER 5" FASCIA/ 5" FASCIA/ GUTTER GUTTER 'zoor ROWLOCK COURSE ROWLOCK COURSE ROWLOCK COURSE T.S. UU114" lo RED BRICK CAP RED BRICK CAP RED BRICK CAP METAL FRAMING 9 10 8"x8"x16" SPLIT FACE C.M.U. IN RUNNING BOND LAYUP W/ #5 REBAR VERT @ 32- O.C. HOOKED INTO FOOTING � (1 TRASH ENCLOSURE ���N�.W�.E ELEV. I V 1 1/4" = 1'-0" I 8"x8"x16" SPLIT FACE C.M.U. IN RUNNING BOND LAYUP W/ #5 REBAR VERT @ 32" O.C. HOOKED INTO FOOTING TRASH ENCLOSURE S.W. ELEV. 20 1/41f = if-ou E777-77 8"x8"x16" SPLIT FACE C.M.U. HINGED STEEL GATE 1 0"X20" CONC. IN RUNNING BOND LAYUP W/ W/ EYEBOLT HINGES FOOTING W/ #5 REBAR VERT @ 32" O.C. & CATCH (2) #4 CONT. HOOKED INTO FOOTING rn 014 TRASH ENCLOSURE SOUTH ELEV. LAIC. 1 1 1/4" = V-101" STAND SEAM METAL ROOF , , 6" CURB BELOW W4 = I -U STAND SEAM METAL ROOF ON 1 1/2" CHANNELS @ 24" O.C. ON T.S. METAL FRAMING RAFTERS @ 48" O.C. 5" FASCIA/ GUTTER -1 'J011110. ROWLOCK COURSE RED BRICK CAP -n E-7 A 10"X20" CONI .�- FOOTING W/ (2) #4 CONT. TRASHE OURS S.E. ELEV. 22 1/41- = 11-011 PROVIDE PARALLEL BIKE HOOPS AT 36" O.C. ..PROVIDE *PARAELtL BIKE HOOPS AT 48" O.C. 24" CLEAR FROM WALL OR SLAB EDGE.LEAR FROM .-. ji. Oil wL t4 2#41 3'-0"3'-0"Z-01 2f-011 2#-Ol# 36" C 1/4")eE"DIA. PPER COATED, " FLANGE. MOUNT PAD W/ H (2) 142" DIA. 0 Eg' ant 4�) A, 4" BROOM FINISH 4" BROOM NISH CONC. SLAB CONS c \Vz'M "IN � % 4111111111 1/4" x 6" DIA. POWDER COATED PROVI (2) 3/8" x 3'� GALV. LA SCREWS /2" DIA. POWDER COATED IN GAiEXPANSION ANCHO S -W/ 1/2" DIA: POWDER -C TED FLANGE MOUNT PAD W1 STEEL PIPE (1.9- O.D.) STEEL PIPE - (2) 1/2- DIA. HOLES. (2) 3/8" x 3" GALV. IAMPER - POWDER TE ST LAG SCREWS AT EACH RAC z ".0 PROVIDE (2) 3/8" x 3" GALV. LAG SCREWS (4 ANCHORS PER kACK). IN GALV. EXPANSION ANCHORS W/ (2) 3/8" x 3" GALV. TAMPER PROOF Ld I I T LAG SCREWS AT EACH RACK. m m 0.2va 0 (4 ANCHORS PER RACK). _y F'T I IILi 24" x 72- FOOTPRINT PER BIKE RACKL 24" x 96" FOOTPRINT PER BIKE RACK STANDARD BIKE RACKOVERSIZED BIKE RACK 11 5 1/2"= 11-0AS AVAILABLE FROM RADIUS PIPE BENDING 6r- 1/211 = 11-011 AS AVAILABLE FROM RADIUS PIPE BENDING www.radiuspipe.com (541) 998-9700 7'-O#v 12 12 –STANDING SEAM 8 18 METAL ROOF ON T.S. 4x4x1/4" RIDGE & EAVE BEAMS. 26 GA. PREPAINTED CLOSER W/ HEMMED DRIP EDGE AT BOT. & ENDS. T.S. 4x4x1/4" POSTS PAINTED TO MATCH CD BIKE RACKS. IKE RACKS - SEE DETAIL 4" CONC. SLAB. II FOOTING PER STRUCTURAL PLANS. BIKE SHELTER ELEVATION 2 1/411 = 1 1-011 6-5-85" L T.S. 2x2x3/16, T.S. 3x3x1/4 GATE FRAME W/ COLUMN T.S. 2x2x3/16 PICKETS @ 6" O.C. GROUT CELL FULL. II o 6x6x3/16" www.radiuspipe.com (541) 998-9700 STANDING SEAM 000 METAL ROOF ON MITER AT CORNERS T.S. 4x4x1/4" RIDGE & EAVE BEAMS. THREADED 26 GA. PREPAINTED FAR= - CLOSER W/ HEMMED S.S. HOOKS W/ P.T. 2x4 SPACER @ 48" O.C. DRIP EDGE AT BOT. & ENDS. T.S. 4x4x1/4" POSTS TAMPERPROOF PAINTED TO MATCH. W BIKE RACKS. TAB ON _�—BIKE RACKS - SEE DETAIL P.T. 4x8 BUMPER @ 40" 4" CONC. SLAB. (K\–NOTE: ENSURE TOP OF ABOVE SLAB W/ 5/8" DIA. x 8" FOOTING IS BELOW 9 ADJACENT IMPROVEMENTS. INSIDE OF 10 <— BLACK POWDER COAT FOOTING PER STRUCTURAL PLANS. www.radiuspipe.com (541) 998-9700 7'-O#v 12 12 –STANDING SEAM 8 18 METAL ROOF ON T.S. 4x4x1/4" RIDGE & EAVE BEAMS. 26 GA. PREPAINTED CLOSER W/ HEMMED DRIP EDGE AT BOT. & ENDS. T.S. 4x4x1/4" POSTS PAINTED TO MATCH CD BIKE RACKS. IKE RACKS - SEE DETAIL 4" CONC. SLAB. II FOOTING PER STRUCTURAL PLANS. BIKE SHELTER ELEVATION 2 1/411 = 1 1-011 6-5-85" L T.S. 2x2x3/16, T.S. 3x3x1/4 GATE FRAME W/ COLUMN T.S. 2x2x3/16 PICKETS @ 6" O.C. GROUT CELL FULL. II o 6x6x3/16" 000 MITER AT CORNERS THREADED FAR= - S.S. HOOKS W/ P.T. 2x4 SPACER @ 48" O.C. m mum TAMPERPROOF II W AM TAB ON II Wo P.T. 4x8 BUMPER @ 40" ABOVE SLAB W/ 5/8" DIA. x 8" 11 9 o INSIDE OF 10 <— BLACK POWDER COAT 4 >- • FINISH 8"x8"x16" SPLIT FACE C.M.U. 11 w GATE W/ > #5 REBAR VERT @ 32" O.C. T 1/ 3/16" TYP. HOOKED INTO FOOTING II (D SLOT FOR 0 ry cy) ry C) 0 EYEBOLT. ROWLOCK COURSE RED BRICK CAP 000 MITER AT CORNERS THREADED FAR= - S.S. HOOKS W/ P.T. 2x4 SPACER @ 48" O.C. m mum TAMPERPROOF II W AM NUT II Wo P.T. 4x8 BUMPER @ 40" ABOVE SLAB W/ 5/8" DIA. x 8" 11 9 o H.D. GALV. BOLTS @ 48" O.C. - CTSK. 10 <— BLACK POWDER COAT 4 >- • FINISH 8"x8"x16" SPLIT FACE C.M.U. 11 w IN RUNNING BOND LAYUP W/ > #5 REBAR VERT @ 32" O.C. T 1/ 3/16" TYP. HOOKED INTO FOOTING II (D GROUT REBAR CELLS FULL. 0 moirw1d p lmvd, c- • • rul h, 9 All* W61 AA LVILTITIA k STAND SEAM METAL ROOF ON 1 1/2" CHANNELS @ 24" O.C. ON T.S. METAL FRAMING RAFTERS @ 48- O.C. At 10"X20" CONC.� 8"x8"x16" SPLIT FACE C.M.U. FOOTING W/ IN RUNNING BOND LAYUP W/ (2) #4 CONT. #5 REBAR VERT @ 32" O.C. HOOKED INTO FOOTING TRASH ENCLOSURE WEST ELEV. 23 1/4"= it -Oil STAND SEAM METAL ROOF ON 1 1/2" CHANNELS @ 24" O.C. ON T.S. METAL FRAMING RAFTERS @ 48" O.C. 5" FASCIA/ GUTTER ROWLOCK COURSE RED BRICK CAP -n 8"x8"x1 6" SPLIT FACE C.M.U. IN RUNNING BOND LAYUP W/ #5 REBAR VERT @ 32" O.C. HOOKED INTO FOOTING TRASH ENCLOSURE N.W. ELEV. 2 1/411 = 1'-0" KENNETH EN OREGON OF FAR= - m mum • W AM FILE NIAME A13RIDSD Wo o w >- • 0c) Lo w will C) > z c) • (D Ilil- 0 ry cy) ry C) 0 KENNETH EN OREGON OF FAR= - m mum SITE DETAILS AM FILE NIAME A13RIDSD ifl c� 'z NAFCO BOLLARD PATH LIGHT 42-RFBC-20-50-xx-5 (21) REQUIRED AS SHOWN AS AVAILABLE FROM WISCONSIN LIGHTING LAB (920) 602-7497 INSTALL ON 12" DIA. x 12" DEEP V LEVEL CONC. FOUNDATION USING GALV. TEMPLATE & (3) 3/8" DIA. x 6" ANCHOR BOLTS PROVIDED. nn GRADE \ \ / \\ dd \\ // // / • • • •• // PROVIDE 1" DIA. ELECT. PVC SLEEVE \ FOR WIRING ACCESS AND EGRESS. DEPTH PER CODE B-1 STANDARD BOLLARD PATH LIGHT NAFCO SHOEBOX LIGHT FIXTURE 12-SBHC-40-50-xx70 (2) REQUIRED AS SHOWN AS AVAILABLE FROM WISCONSIN LIGHTING LAB (920) 602-7497 GRADE SIGN LIGHTING 1,l = 1, n,1 i C � TWIN FIXTURE AT 900 ANGLE TO OTHER FIXTURE LIGHTPOLESPLUS.COM 4" STANDARD LIGHT POLE o ANODIZED BLACK W/ E0 20-ARL-60-50-xx4 OR 20-ARL-60-50-xx4-TW I N SINGLE OR TWIN LIGHT FIXTURES. NOTE: SPRINGFIELD ZONING CODE LIMITS HEIGHT OF LUMINAIRES TO 25' (MAX.) ABOVE PAVEMENT. BASE COVER L-1 POLE MOUNTED LIGHT 1/2" = 1'-0" eview ardens AIM ELECTRIC TRANSFORME 14" CEDA COMMUNICATI PEDESTAL KENNETH EN D, OREGON OF .- .AMR. RIDGEVIEW SITE LIGHTING O FILE NAME •: �� • 0(/)o rC) i o w i 1 • �0• C • • i C)i 1 � u): KENNETH EN D, OREGON OF .- .AMR. RIDGEVIEW SITE LIGHTING O FILE NAME •: �� METAL POST CAP - TYP. SIMPSON G.I. FENCE RAIL BRACKET - TYP. -IN METAL POST CAP - TYP. SIMPSON G.I. FENCE RAIL BRACKET - TYP. r-%cr-n in rlA[Nwlr% METAL POST CAP - TYP. 1x4 T.K. CEDAR STCPSM BELTR 8LM RAI KIST - TYP. SPACED 8'-0" APART EMBED P.T. 4x4 POST 18" IN 8" DIA. x 24" DEEP CONC. CASING. FENCE TYPE 'C' 1/2" = 1'-0" SHRUBS FROM 5 GAL. CONTAINERS W/ 24" HEIGHT AT TIME OF PLANTING. 2" CALIPER (DBH) TREE. TREE STAKES (3) REQUIRED DO NOT PENETRATE ROOT BALL �-- TIE OFF TRUNK W/ TWINE TO STAKES PROVIDE CARDBD. WRAP AT TRUNK. 2" BARK MULCH / GROUND COVER FOLD BURLAP BACK FROM TOP OF BALL BACKFILL MIX NOTES: 1. AUTOMATIC UNDERGROUND IRRIGA11ON SYSTEM WILL BE DESIGNED AND INSTALLED BY A LICENSED CONTRACTOR IN ALL LAWN, SHRUB BEDS AND STORMWATER FILTERS. STORMWATER FACILITY SHOULD BE ZONED SEPARATELY SO THAT ONCE PLANTS ARE ESTABLISHED WATER CAN BE APPLIED INFREQUENTLY. 2. ANY PLANT' SUBSTITUTIONS SHALL BE APPROVED BY OWNER AND MEET REQUIREMENTS OF CITY OF SPRINGFIELD CODE PRELIMINARY SHRUB & TREE PLANTING LANDSCAPE PLAN 1/2" = 1'-0" 2 0 1/1 / 16" = l' -O" 19, _ sEF oar A/C 3. PURCHASE HEALTHY MATERIAL AT MINIMUM SIZES INDICATED ON PLAN. 4. PLACEMENT OF SHRUBS AND TREES SHOULD MATCH DESIGN AS CLOSELY AS POSSIBLE. MINOR ADJUSTMENTS IN PLANT SPACING ARE ACCEPTABLE. 5. PLANT QUANTITY SHOULD BE BASED ON PLANTING PLAN, NOT PLANT UST. 6. DESIGNER IS NOT RESPONSIBLE FOR PLANT FAILURE. 7. THE SWALE SHALL BE FULLY VEGETATED WITH ALL VEGETATION SPECIES ESTABLISHED PRIOR TO DISCHARGE TO THE PUBLIC STORM DRAIN SYSTEM. IF THIS CONDITION CANNOT BE MET, THEN THE OWNER SHALL PROVIDE AND MAINTAIN ADDITIONAL INTERIM EROSION CONTROL/WATER QUALITY MEASURES ACCEPTABLE TO CITY OF SPRINGFIELD EROSION SPECIALISTS. 8. ALL LANDSCAPE AREAS ON OUTSKIRTS OF PROPERTY PROPOSED TO BE LAWN. 9. STORMWATER PLANTER TO BE TOPPED WITH 2" ROCK MULCH 10. STORMWATER PLANTER SHALL BE FULLY VEGETATED WITH ALL VEGETATION SPECIES ESTABLISHED PRIOR TO FINAL APPROVAL OF THE FINAL SITE INSPECTION. IF CONDITION CANNOT BE MET, THE APPLICANT SHALL PROVIDE AND MAINTAIN ADDITIONAL INTERIM EROSION CONTROL/WATER QUALITY MEASURES ACCEPTABLE TO THE DEVELOPMENT do PUBLIC WORKS DEPARTMENT. THE INTERIM EROSION CONTROL SHALL BE IN ADDITION TO THE REQUIRED PLANTINGS FOR THE SITE. LANDSCAPING ZONING CODE NOTES CITY OF SPRINGFIELD ZONING REFERENCE DESIGN COMMENT CITY OF SPRINGFIELD SECTION 3.2-240 MULTI -FAMILY SIZE 6a. 15% OF SITE TO BE LANDSCAPED. MIN. ENTIRE SITE AREA = 86,444 SQ. FT., INCL. FLAG POLE), 15%= 12,967 SQ. FT. 2 IN CALIPER TREES DBH , 24" HIGH SHRUBS. NON HARDSCAPE AREA = 27,530 SQ. FT. = 31.8% 6d. LANDSCAPING SHALL BE IRRIGATED OR AS APPROVED BY LANDSCAPE ARCHITECT. SEE NOTE AT DETAIL TITLE 20/A1.6. J CITY OF SPRINGFIELD SECTION 4.4-105 LANDSCAPING D.V. DAVID VIBURNUM D.1. LANDSCAPING REQUIRED IN ALL SETBACK AREAS. 24" HT. D.2. LANDSCAPPING REQUIRED IN PARKING LOT PLANTING AREAS. RHODODENDRON 'PURPLE SPLENDOUR' E. AT LEAST 65% OF REQUIRED PLANTING AREAS COVERED WITH PLANT MATERIALS. 10' SETBACK AREA = 11,233 SQ. FT. , 65% = 7301 SQ. FT. E.1. PROVIDE 2 TREES 6' HIGH, 2" CAL. PER 1000 SQ. FT. OF REQUIRED AREA. 24" HT. E.2. PROVIDE 10 SHRUBS. 5 GAL. OR LARGER PER 1000 SQ. FT. OF REQUIRED AREA. 2 TREES/10 SHRUBS PER 1000= 23 TREES, 113 SHRUBS E.3. LAWN AND/OR GROUNDCOVER MAY BE SUBSTITUED FOR TREES OR SHRUBS. LAWN AND/OR GROUNDCOVER MAY BE SUBSTITUED FOR TREES OR SHRUBS. F. PARKING LOT PLANTING AREAS: 1 TREE 2" CAL., 4 SHRUBS 5 GAL 24" HT. G. PERMANENT UNDERGROUND IRRIGATION REQUIRED UNLESS EXEMPTED. PERMANENT UNDERGROUND IRRIGATION SHALL BE PROVIDED IF READ. 1.1. EXISTING PLANTS TO REMAIN SHALL BE PROTECTED. PROTECTION FENCING INDICATED. 1.2. CONSTRUCTION SHALL NOT OCCUR WITHIN THE DRIP EDGE OF TREES TO REMAIN. FENCING AT DRIP EDGE. UNLESS CERTIFIED BY LANDSCAPE ARCHITECT FOR 90% SURVIVAL OVER 5 YEARS. 1.3. PLANTING SPECIFICATIONS MAY BE REQUIRED. CITY OF SPRINGFIELD SECTION 4.4-110 SCREENING B. SCREENING SHALL BE... CONTINUOUS TO AT LEAST 6' ABOVE GROUND LEVEL. B.3. STRUCTURAL SCREEN FENCE SHALL BE SIGHT -OBSCURING B.3.C. REFUSE CONTAINER SHALL BE SCREENED. EXISTING PARKING AREA FOR NEIGHBORING BUSINESS NOTE: EXISTING LANDSCAPING IN EXISTING PLANTER ISLANDS TO REMAIN. NOTE: THIS PRELIMINARY LANDSCAPE PLAN SHALL BE REVIEWED AND REVISED BY A PROFESSIONAL LANDSCAPE DESIGNER TO ASSURE COMPLIANCE WITH THE CITY OF SPRINGFIELD ZONING CODE. IRRIGATION DESIGN AND INSTALLATION, IF REQUIRED, SHALL BE PROVIDED TO THE EXTENT DETERMINED TO BE NECESSARY FOR LANDSCAPING. FENCE TYPE 'A' - SEE DETAIL FFNcll� Nps , , ISTING 48" REDWOOD TO REMAIN PROVIDE 6' HIGH TEMPORARY FENCE AT DRIP LINE OF EXISTING TREES EXISTING 14" DOUBLE BIRCH PLANT MATERIAL LEGEND u- i . MARKI COMMON NAME nun SIZE P.O. PIN OAK QUERCUS PALUSTRIS 2" CAL. W.R. WESTERN RED CEDAR THUJA PLICATA 2" CAL. J D.V. DAVID VIBURNUM VIBURNUM DAVADII 24" HT. P.S.R. PURPLE SPENDOR RHODODENDRON RHODODENDRON 'PURPLE SPLENDOUR' /I J.M.R.JEAN MARIE DeMONTAGUE RHODODENDRON RHODODENDRON'JEAN MARIE DeMONTAGUE' 24" HT. EXISTING PARKING AREA FOR NEIGHBORING BUSINESS NOTE: EXISTING LANDSCAPING IN EXISTING PLANTER ISLANDS TO REMAIN. NOTE: THIS PRELIMINARY LANDSCAPE PLAN SHALL BE REVIEWED AND REVISED BY A PROFESSIONAL LANDSCAPE DESIGNER TO ASSURE COMPLIANCE WITH THE CITY OF SPRINGFIELD ZONING CODE. IRRIGATION DESIGN AND INSTALLATION, IF REQUIRED, SHALL BE PROVIDED TO THE EXTENT DETERMINED TO BE NECESSARY FOR LANDSCAPING. FENCE TYPE 'A' - SEE DETAIL FFNcll� Nps , , ISTING 48" REDWOOD TO REMAIN PROVIDE 6' HIGH TEMPORARY FENCE AT DRIP LINE OF EXISTING TREES EXISTING 14" DOUBLE BIRCH PLANT MATERIAL LEGEND u- i . MARKI COMMON NAME BOTANICAL NAME SIZE P.O. PIN OAK QUERCUS PALUSTRIS 2" CAL. W.R. WESTERN RED CEDAR THUJA PLICATA 2" CAL. d D.V. DAVID VIBURNUM VIBURNUM DAVADII 24" HT. P.S.R. PURPLE SPENDOR RHODODENDRON RHODODENDRON 'PURPLE SPLENDOUR' 24" HT. J.M.R.JEAN MARIE DeMONTAGUE RHODODENDRON RHODODENDRON'JEAN MARIE DeMONTAGUE' 24" HT. H.A. HINODEGINI AZALEA RHODODENDRON 'HI NODEGIN1' 24" HT. S.A. SNOW AZALEA RHODODENDRON 'SNOW' 24" HT. CONIFER TREE - 2" CAL. D.B.H. DESIDUOUS TREE - 2" CAL. D.B.H. SHRUB - 5 GAL., 24" TALL KENNETH EN 1 OREGON OF u- i . AL■ ® d 0--Ull W Me . 1 pleiv LANDSCAPE PLAN • r DETAIL 1 " = 1'-0" DETAIL 1 " = 1'-0" DETAIL 1 " = 11-0" 1 " = 1'-0" l 0 p A, bm�Mm� R, "DETAIL 5 DETAIL ViETAIL= 1'-0" UNIT NUMBER KEY: EXAMPLE: 316 FLOOR # UNIT ON FLOO\#J DETAIL 1" - 1'-0" a23 DETAIL 1" = 1'-0" DETAIL 2 1'-0" !AJ , ,%D KENNETH EN DOREGON OF m Fm a mumn- , e ® Ims smim 'I • IDGEVIEW BLDG. O•' FILE NAME�. . C) Wo ry reo (Ag o w • 0 Lo C) C)l • (D • e: • 0 • • , ,%D KENNETH EN DOREGON OF m Fm a mumn- , e ® Ims smim 'I • IDGEVIEW BLDG. O•' FILE NAME�. . Jif F OM G 7 A5.1 CH I�1N■IIU1��I�IN�iI 3 BFZ. SEE SH ET A2.3 UNIT3C6 �� iii■ � ���''�� _L_ _ 4'-6" X-6" 8'4" 3'-0" IMMAW 8'-0" 2 BIR. SEESHEET A2.6 UNIT 205 a a /E �E 13R. SEE SHEET A2.6 UNIT 204 im 12'-0" 36-0" r7ks"�U, 19 Q A5.3 A5.3 V .0" 39'-6" 12'-0" 3'-6" 1 9'-6" r►� 11 if • • • 1 i . • / iii i ' i � i _ ��i ----------------- MENEM 2 1303%. ©v SEE SF EET A2.6 1 , © S UNIT 3C 5 o&I INA BLDG. 1:FP2&3 FILE NAMI 4622� �.. • oil 1A I' To SEE S ET A2.6 UNIT 3 �� iii■ � ���''�� _L_ _ 4'-6" X-6" 8'4" 3'-0" IMMAW 8'-0" 2 BIR. SEESHEET A2.6 UNIT 205 a a /E �E 13R. SEE SHEET A2.6 UNIT 204 im 12'-0" 36-0" r7ks"�U, 19 Q A5.3 A5.3 V .0" 39'-6" 12'-0" 3'-6" 1 9'-6" r►� 11 if • • • 1 i . • / iii i ' i � i _ ��i _qu M O ® 00 tf9 J� 9'-6" 3'-6" 2'-0" 9'-0" 3'-6" 476" 14'-3" 10'-9" 3'-0" 24'-0" $'-0" 28'-0" 20 A5.1 FIRE SPRINKLER RISERS • 1 • ©v ow I vim 1 , © S o&I INA BLDG. 1:FP2&3 FILE NAMI 4622� �.. • -; ■■■■■■ ■■■■■i■../� n ,;.>:,. �� .:_..__ «rte,:-.. .; 9 -._IF • EET A2.3pi■ IL.■ f �ro� _ �1 x l �xxl ►i'l ILV41 /I IT Ll�' It �I _ Yk 2 min III I��� s �I� Wil• l • t z � ISI i.�e� _qu M O ® 00 tf9 J� 9'-6" 3'-6" 2'-0" 9'-0" 3'-6" 476" 14'-3" 10'-9" 3'-0" 24'-0" $'-0" 28'-0" 20 A5.1 FIRE SPRINKLER RISERS DETAIL i. i, - UNIT NUMBER KEY: EXAMPLE: 316 FLOOR # --T 11,11111111111111, UNIT ON FLOOR # D ETAI L 1 " = 11 —011 DETAIL 17 111=11 - UNIT "=1' - UNIT NUMBER KEY: EXAMPLE: 316 FLOOR # - UNIT ON FLOOR # DETAIL 23 111=11 -off e� DETAIL 12 1" = 1'-0" • l KENNETHbl EN ' OREGON sSZS 0 F • 1 • ©v ow I vim 1 , © S o&I INA BLDG. 1:FP2&3 FILE NAMI 4622� �.. • -; ■■■■■■ n ,;.>:,. �� .:_..__ «rte,:-.. .; 9 -._IF • EET A2.3pi■ l _ min III I��� z � ISI i.�e� 1�-1 G ■�� . --r� l r G nllp/�J hr, s — � y �►� MI■I � MIN y ti,f I '11 I Mel ........... :�I::fi. 31-off1 sii • ������. ■IIIIIIV�III111■ ` ��� i • 1 • . ." 28'-0" DETAIL i. i, - UNIT NUMBER KEY: EXAMPLE: 316 FLOOR # --T 11,11111111111111, UNIT ON FLOOR # D ETAI L 1 " = 11 —011 DETAIL 17 111=11 - UNIT "=1' - UNIT NUMBER KEY: EXAMPLE: 316 FLOOR # - UNIT ON FLOOR # DETAIL 23 111=11 -off e� DETAIL 12 1" = 1'-0" • l KENNETHbl EN ' OREGON sSZS 0 F • 1 • ©v ow I vim 1 , © S o&I INA BLDG. 1:FP2&3 FILE NAMI 4622� �.. DETAIL 1 " = 1'-0" 1 II = 1 011 DETAIL -2)ill, = 1'-0" • � DETAIL 1 " = 1'-0" DETAIL 9 1 " 1'-0" R,�DETAIL NOTE: ALL GROUND FLOOR UNITS SHALL BE A.D.A. COMPLIANT / H.C. ADAPTABLE "TYPE B" UNITS EXCEPT UNITS 103,105 & 106 SHALL BE H.C. ACCESSIBLE "TYPE A" UNITS. DETAIL @ DETAIL 51ll = 1'-0" 6 1 " = a,r -0" DETAIL 11. = 1'-0" DETAIL 17 1" = 1'-0" 2 DETAIL = 1'-0" 12 YiDETAIL = 1'-0" DETAIL 1" = 1'-0" DETAIL 2241" = 1'-0" KENNETH EN tp-o 1 OREGON OF m� II v Tj I rgym ® M u ® o3= t -.s RM II RIDGEVIEW ,BLDG • • R • FILE NAME �� •: • �� FIRE SPRINKLER RISERS FIRE SPRINKI RISERS DETAIL 1 " = 1'-0" )2DETAIL 11 1" = 1'-0" 3RD FLOOR �a�1•l7�iZ�1:� 1 ST FLOOR 2x12 RAFTERS @ 24" O.C. OVER FIRE SPRINKLER SHAFT - FLUSH W/ TRUSSED ROOF W/ TAILS TRIMMED TO MATCH TRUSSES AND WITH R-30 F.G. BATT INSUL. (2) LAYERS 5/8" TYPE 'X' GYP. BD. CL'G. 2x4 STUDS @ 16" O.0 W/ R-13 F.G. BATT INSULATION AT SHAFT WALLS. SHAFT FOR FIRE SPRINKLER STANDPIPES- SEE FIRE SPRINKLER DRAWINGS. -SPRINKLER PIPE SUPPORTS AS REQUIRED - SEE FIRE SPRINKLER DRAWINGS. WET & DRY FIRE SPRINKLER STANDPIPES SEE FIRE SPRINKLER DRAWINGS. 2x6 STUDS @ 16" O.0 W/ R-21 F.G. BATT INSULATION - TYP. AT DWELLING EXT. WALLS. 5/8" TYPE 'X' GYP. BD. - TYP. AT INTERIOR OF SHAFT WALLS. PARTIAL CROSS SECTION FIRE SPRINKLER RISER CLOSET 1/4"= 11 -0" D ETAI L -o DETAIL ill= 1'-0" WET & DRY FIRE SPRINKLER STANDPIPES - SEE FIRE SPRINKLER DRAWINGS. X-0" SECOND & THIRD FLOOR PLANS ,� Q FIRE SPRINKLER RISER CLOSET 010� FIRST FLOOR PLAN ,� ^ FIRE SPRINKLER RISER CLOSET 1/2" = 1'-0" w KENNETH EN n tJ3 D, OREGON�� Q OF mve 6 SPR AP. (PR.) 24"x80" STEEL EXT. DOORS 5 IN STEEL FRAME W/ THRESHOLD 8-23-21 & WEATHERSTRIPPING. REVIEW WET & RY FIRE SPRINKLER 3 STAND IPES -SEE O FIRE RINKLER DRAWINGS. STUDY 2 4 STUDS @ 16" O.0 W/ 1 R- F.G. BATT INSULATION O' AT FT WALLS. BLDG. 2 &3: FP2&3 Y. 23 .FILE NAME JOB # 37RID2FP2& 2007 A3.7 5/8" TYPE 'X' GYP. 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LM Ll 3 o �Wu � �Z � 0 i NONUNION LL Q W LL Q �- CD 4- N Z Ln a ON 19/32" O.S.B. SHEATHINGog 1— _ -- (5/8" CCX AT EAVES) 0 6 WHITEWOOD FASCIA BD.001, nI 001!5001 ow 5" FASCIA GUTTER Illinois 0 C L, Hr�ll �� 111 m®It, .. - BUILDING 2 & 3 REAR ELEVATIO 19 3/16" = 1'-0" !J _�- ■■■; WI�1111�11�11rm I ■ ®�i L 11,111 Il L i 1111 ■;■ ■l oil I I■®'■■■■■■■■■■■■■■■■■r■■■i ■®■■■■■/■/soon■■■■■I■(I i■®■■■■■■,��s!o■■s■■■■■ ■c■�■■! v v O C K. 6 SPR AP. 12-31-21 5 SPR AP. 8-23-21 4 REVIEW 4-14-21 3 STUDY -3-- 6-17-20 2 STUDY 2 6-15-20 1 STUDY 1 5-28-20 toc M LOP, M BUILDING 1, 2 & 3 LEFT SIDE ELEVATION 3/16" = 1'-0" BUILDING 1, 2 & 3 RIGHT SIDE ELEVATION 3/16" = 1'-0" ZCHITECTURAL GR iSITION SHINGLES )ROSHIELD LT DTIC UNDERLAYME 2" O.S.B. SHEATHIP .X AT EAVES) ITEWOOD FASCIA E ,IA GUTTER :DI PLANK SIDING 4" T.W. ON )RAINWRAP ARE BARRIER ON (PLYWD. SHEATHI %RDI PLANK SIDING N. ON )RAINWRAP RE BARRIER ON C PLYWD. SHEATHII (NOMINAL) RIM CORNER BOAT (NOMINAL) 'RIM HORIZ. & VER" kT ALL WINDOWS •235# ARCHITECTURAL GRADE COMPOSITION SHINGLES ON HYDROSHIELD LT SYNTHETIC UNDERLAYMENT ON 19/32" O.S.B. SHEATHING (5/$" CCX AT EAVES) 2x6 WHITEWOOD FASCIA BD. 5" FASCIA GUTTER 12" HARDI PLANK SIDING W/ 10 3/4" T.W. ON TYVEK DRAINWRAP MOISTURE BARRIER ON 1/2" CDX PLYWD. SHEATHING. 6 1/4" HARDI PLANK SIDING W/ 5" T.W. ON TYVEK DRAINWRAP MOISTURE BARRIER ON 1/2" CDX PLYWD. SHEATHING. 4" WIDE (NOMINAL) HARDI TRIM CORNER BOARDS. 4" WIDE (NOMINAL) HARDI TRIM HORIZ. & VERT. BATTS AT ALL WINDOWS YDETAIL =1-"5 0 VE ELEVATION DETAIL 1 " = 1'-0" (1 DETAIL 7)--,.=,r_o. 2 3 ) — Di. Ei , T -o. AIL )6 DETAIL 1 " = 1'-0" DETAIL 2= 1' - 0" 18) DETAIL - , =—,r -o. DETAIL 2 4 1 1" = 1'-0" w KENNETH ENV004 tJ3 D, OREGON 4 §F., Q OF 4 6 SPR AP. 12-31-21 5 4 REVIEW 4-14-21 CN STUDY 3 6-17-20 2 STUDY 2 6-15-20 1 STUDY 1 • RIDGEVIEW SIDE ELEVATIONS A4.3 FILE NAME A43RID2EL3 JOB # 2007 • • e�(.01 i • Cn j • • , C) 0 w KENNETH ENV004 tJ3 D, OREGON 4 §F., Q OF 4 6 SPR AP. 12-31-21 5 4 REVIEW 4-14-21 3 STUDY 3 6-17-20 2 STUDY 2 6-15-20 1 STUDY 1 5-28-20 RIDGEVIEW SIDE ELEVATIONS A4.3 FILE NAME A43RID2EL3 JOB # 2007