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HomeMy WebLinkAboutPlan, Tentative APPLICANT 7/6/2020IST-2 ARROWHEAD MEADOWS csT� TENTATIVE SITE PLAN REVIEW AST It a TM 17-02-34-34 TL 700 9' MAIN STm McKENZIE HWY �HWY 126) �, SPRINGFIELD, OR 97478 D SER ST 0 SITEASTER E ST � t� oR FE FERNHILL LP 7 s LEGEND 4- FIRE HYDRANT m BUS STOP VICINITY MAP M DENSITY REQUIREMENTS m DENSITY STANDARDS TABULATION OF COVERAGE SOC 3.2-205.C1 REQUIRES 14-28 DWELLING UNITS PER NET ACRE FOR MEDIUM DENSITY RESIDENTIAL. DENSITY TABULATIONS TOTAL PROPERTY AREA 1.00 AC STREET DEDICATION 0.09 AC EASEMENT CORRIDOR 0.03 AC NET AREA 0.88 AC DWELLING UNITS 17 UNITS DENSITY 19 UNITS/AC PHASING S7 SCALE: NTS PHASE I IS THE SOUTHERLY MULTI—FAMILY BUILDING AND ASSOCIATED IMPROVEMENTS. PHASE 2 IS THE NORTHERLY MULTI—FAMILY BUILDING AND ASSOCIATED IMPROVEMENTS. PHASE 3 IS THE TOWNHOME BUILDING AND ASSOCIATED IMPROVEMENTS. ONE OR MORE PHASES MAY BE CONSTRUCTED AT ONE TIME AND/OR THE PHASES CONSTRUCTED IN NON—NUMERICAL ORDER. ONE OR MORE PHASES MAY BE CONSTRUCTED CONCURRENT WITH THE ASTER STREET IMPROVEMENTS, BUT NO PHASE WILL BE CONSTRUCTED IN ADVANCE OF THE ASTER STREET IMPROVEMENTS. branch ENGINEERING= Since 1977 civil • transportation structural• geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. Branch Engi neerl ng.com Springfield OR I Albany OR ��RED PROFFS �#6IN ay 9162PP DIGITALLY SIGNED ROREGON EXPIRES: DECEMBER 30, 2021 PROJECT TEAM TABULATION OF COVERAGE INDEX OPEN SPACE REQUIREMENTS project title: OWNER OWNER CO.0 COVER SHEET OPEN SPACE STANDARDS ALLC, LLC PROPERTY TAN MAP 17-02-34-34, TAX LOT 700 EXISTING COND177ONS SDC 3.2-240.5 P CHITA LLP TOTAL PROPERTY AREA 1.00 AC C2.0 SITE PLAN TOTAL OPEN SPACE SPRINGFIELD,, 97478 0.73 AC C2.1 OPEN SPACE PLAN GROSS SITE AREA 1.00 AC ARCHITECT DEVELOPMENT AREA CJ.O STORMWATER PLAN TOTAL OPEN SPACE 0.15 AC (6534 SF) C4.0 U7ILITY PLAN QUINCE STERRY EXISTING CONDITIONS C5.0 GRADING AND PAVING PLAN COMMON AND PRIVATE OPEN SPACE INSPIRED ARCHITECTURE, LLC IMPERVIOUS AREA 001 ARCHITECT SITE PLAN GROSS RESIDENTIAL FLOOR AREA 21,609 SF PO BOX 50096 EUGENE, OR 97405 ROOF, PARKING AND SIDEWALKS 0 AC Q1 FLOOR PLANS BUILDING 1 TOTAL COMMON AND PRIVATE OPEN SPACE 5,402 SF PERVIOUS AREA 0.73 AC 02 FLOOR PLANS BUILDING 2 CIVIL ENGINEER Q3 FLOOR PLANS TOWNHOUSES RENEE CLOUGH, PE, PLS, AICP PROPOSED CONDITIONS 04 ELEVATIONS BUILDING 1 OPEN SPACE TABULATION BRANCH ENGINEERING, INC IMPERVIOUS AREA Q5 ELEVATIONS BUILDING 2 PRIVATE OPEN SPACE 3,285 SF 310 5TH STREET ROOF, PARKING AND SIDEWALKS 0.55 AC 06 ELEVATIONS TOWNHOUSES COMMON OPEN SPACE 2,835 SF SPRINGFIELD, OR 97477 PERVIOUS AREA 0.18 AC SLOPED 245 SF ACTIVE 309 SF SURVEYOR INCREASE IN IMPERVIOUS AREA 0.55 AC SITE DATA TOTAL PRIVATE AND RENEE CLOUGH, PE, PLS, AICP COMMON OPEN SPACE 6,120 SF BRANCH ENGINEERING, INC TOTAL OPEN SPACE 20,790 SF 310 5TH STREET PARKING REQUIREMENTS FLOODPLAIN AND FLOODWAY SPRINGFIELD, OR 97477 RATEPROPERTY BASED ON INSUGEOTECHNICAL ENGINEER VEHICULAR PARKING STANDARDS S9OUTSIDE EFFECTIVE DATE:ONCE JUNE 2A 1999, THIS RON DERRICK, PE, GE THE 500 YEAR FLOODPLAIN. BRANCH ENGINEERING, INC SDC 4.6-125: MULTIFAMILY DWELLINGS: 1 SPACE FOR EACH DWELLING UNIT. 310 57H STREET SINGLE—FAMILY AND DUPLEX DWELLINGS- 2 SPACES FOR EACH DWELLING WHEN SPRINGFIELD, OR 97477 NO PAVED ON—STREET PARKING IS AVAILABLE DIRECTLY ABUTTING THE ELEVATION DATUM PROPERTY. WETLAND CONSULTANT ELEVATIONS SHOWN HEREON ARE IN NAVDY88 AS MEASURED CHRIS MORRIS BRANCH ENGINEERING, INC VEHICULAR PARKING TABULATION BY GPS UNLESS OTHERWISE NOTED. O 310 57FI STREET SPRINGFIELD, OR 97477 MULTIFAMILY UNITS 14 UNITS TOTAL=14 SPACES ZONING TOWNHOUSE UNITS 3 UNITS TOTAL=6 SPACES Q MINIMUM REQUIRED PARKING 20 SPACES MDR (MEDIUM DENSITY RESIDENTIAL) EXISTING WELLHEAD PROTECTION STANDARD 0 SPACES COMPACT 0 SPACES ACCORDING TO THE CITY WELLHEAD PROTECTION AREA MAP, THIS SITE IS NOT LOCATED WITHIN THE ZONE OF LU 00 ADA 0 SPACES CONCENTRATION OF ANY WELL SITE. LAJ TOTAL 0 SPACES PROPOSED SOILTYPES � Q STANDARD 17 SPACES ACCORDING TO THE NATURAL RESOURCES CONSERVATION Z COMPACT 2 SPACES SERVICE WEB SOIL SURVEY, THE EXISTING SOILS ARE: z (32) COBURG—URBAN LAND COMPLEX O ADA 2 SPACES (22244) COURTNEY GRAVELLY SILTY CLAY LOAM Q GARAGE 3 SPACES (89F) NEKIA SILK CLAY LOAM W —.1 DRIVEWAY 3 SPACES LTJ BUS STOP TOTAL 27 SPACES LU O THE NEAREST BUS STOP IS ON U41N STREET AT THE CORNER BICYCLE PARKING OF E MAIN ST AND 62ND PLACE AND IS SERVED BY LTD ROUTES 11 AND 91. N Q BICYCLE PARKING IS PROVIDED IN STORAGE UNITS AND GARAGES PER SDC 4.6-115(A)(8). Lu J O i LTJ Q I— Z z� _ Q W d N revisions: date: JULY 2, 2020 drawn by: EJ P designer: RDC project no: 19-453 COVER SHEET sheet. COLO branch ENGINEERING= Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com BENCHMARK NOTES Springfield OR I Albany OR ELEVATIONS ARE BASED ON RIK GPS OBSERVATIONS TAKEN ON JAN. 14, 2020 1. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A COMBINATION USING THE OREGON REAL–TIME GEODETIC NETWORK AND GEOID 114(N4VO88) OF VISIBLE FACILITIES LOCATED ABOVE GROUND, AS BUILT DRAWINGS AND UTILITY LOCATE MARKS. NO CERTIFICATION IS MADE TO ACTUAL LOCATION OF REGISTERED UNDERGROUND UTILITIES. PROFESSIONAL 2. ALL DISTANCES SHOWN ARE IN FEET. LAND SURVEYOR 3. BEARINGS a4SED ON OREGON COORDINATE REFERENCE SYSTEM – EUGENE PROJECTION 2011 DIGITALLY SIGNED OREGON NOVEMBER 30. 2007 RENEE CLOUGH 69162L3 Li EXPIRES- December 30. 2021 - project title: WW MH RIM=517.17 � xu ax RIM=515.35 FL (N)=512.45 I SO MH FL (S)=511.63 zo [r RIM =514.53 FL (NW)=511.17 (W)=504.90 Y' RIM=515.39 }800 .Wi FL (N)=510.43 SO MH FL (N)=512.39 FL (S)=504.99 RIM=516.03 I II111I+I 1 OFO<�O� FL (E)=505.07 ,� a, SO PIPE WIRE FENCE FL (S)=512.53 1 5`0 N 6' WOOD FENCE E W ESD (E)SD (E)SD E) o 1 6' WOOD FENCE NWII 07 68847 nl I�ISEWLR UFAC.SEMEIRJTM 514 UARDRAIL M(N)1 511.84 yam g� DRIVEWAY TO /� BE REMOVED FL �p1d{ BE CLOSED \ I W g CB N 4 a I I I 1513 .r y W .r r .r W W y > n 700 ^ v`�i I nvi .oCQ L1 N r 'O \ RIM=515.�, 1 I' W W J�.� ._ 5 W 6" FL ( 64 WROUGHT N)=5 3. 4 � E)G IRON FENCE i 1 O PUBLIC SANITARY SEWER EASEMENT RIM 515.81 WM \ • 1 I I II" W % 10 o FL (E)=508.7 S00'if'07'E O4 Q FL (W)=508.81 W \ . . W . . SCJ W .r ` 0 1L 5800 6' WOOD 3 1 W W W W W \I �QQ$ FENCE TO 3 F FF ti 1�5 BE REMOVED \\• \ . ` . 57 W v, N ss KVVVVJJVV99 \ IW J' (o W co �Q w 3T� C� ,� G W1�601 � "el LL1 5100 Q O eM WW MHy W W LU RIM=512.76FL W FL (W)=508.48 T l O N O W J � W wLL W LEGEND p Q z PROPERTY LINE F;+DECIDUOUS TREE Z WW MH CURB LAY LU RIM=516.61 _ — _ EDGE OF ASPHALT N EASEMENT LINE EVERGREEN TREE —550— CONTOUR LINE i( i(— FENCE CONCRETE revisions: `l•—(E)G— GAS PIPE LINE —(E)SD— STORM DRAIN LINE BUILDING —(E)WW— WASTE WATER UNE O WATER METER —(E)W— WATER LINE ® CATCH BASIN —(E)OHW— OVER HEAD WIRES ® STORM DRAIN MANHOLE TOP OF SWALE ® WASTE WATER MANHOLE - — BOTTOM OF SWALE } CLEANOUT BOTTOM OF SLOPE -0- POWER POLE _ TL_ TAX LOT / _ WETLANDS© MAIL BOX — — ID TELEPHONE/COMMUNIC4TION BOX APPROXIMATE LIMITS OF 18 TRANSFORMER FOREST AREA O GAS RISER date: JULY 2, 2020 X POST drawn by J LB TREE TO BE REMOVED designer. RC project no: 19-453 EXISTING CONDITIONS & DEMO PLAN GRAPHIC SCALE sheet. 30 0 15 30 60 C 1 ■ 0 IN FEET ) TAX INP: 17-02-34-34 TAX LOT.• 700 copyright © 2020 Branch Engineering, Inc. LEGEND EXISTING I® — CURB ® FENCE ® CATCH BASIN V CLEW OUT AND HOUSESIDE SHIELD POWER POLE CURB CONCRETE •••••••••• DECIDUOUS TREE EVERGREEN TREE FACILITY TREE LINE ® MAILBOX 2.5' WOOD E~ 0 PROPOSED I® DITCH INLET ® MAILBOX ON—SITE LIGHT TO BE MAXIMUM 25 FEET HIGH WITH LED FIXTURE AND HOUSESIDE SHIELD CURB •••••••••• ASPHALT EDGE DSTORMWATER FACILITY DCONCRETE DLAWN GRASS PACIFIC DOGWOOD OR 07HER TREE IN THE PARKING STRIPS 4 TO 6 FEET WIDE SECTION OF THE APPROVED STREET TREE LIST D DECK BUILDING LIMITS — – – — – – — PHASE BOUNDARY ® TRANSFORMER ® CATCH BASIN 1L 3g00 6' WOOD FENCE ........................... - ... - .. L 6' WOOD FENCE 1L 33p0 1L gp0 Z Z OK0\OJ�00`0� n M1ti I PROPOSED 10' 6' WOOD FENCE 18.00' PUBLIC STORM PUBLIC STORM SEWER EASEMENT EASEMENT SD I +: 4 is •a•+•i; :1: g9.00' $ I I I e e 9.00' e e I II g COMP. i II I COMP. m 8.50' 8.50' 1 I I I I I I I ACa I I I I PROPOSED 4� 4.00' PUBLIC SANITARY I� PUBLIC STORM Q SEWER EASEMENT I I I WIDTH VARIES) Y (WIDTH PARIES) 1 6' WOOD FENCE 1L 601 PU ,a branch ENGINEERING= Since 1977 civil • transportation structural• geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. Branch Engi neerl ng.com Springfield OR I Albany OR 16 �RGINB FS��� 6#69162PE� DIGITALLY SIGNED OREGON CRE 0too EXPIRES: DECEMBER 30, 2021 project title: GRAPHIC SCALE O 20 0 10 20 40 IN FEET) LU I II L W 00 I [~ > LU o � � h I 1L 1 p0�JZ o�JS z 0 00 a o�c+6 °F J l 7 W �w LU O 60.00' RIGHT—OF—WAY DEDIGIDON — O LJ..I Q u �z_ c� 3 - z w V):t: •.�. — revisions: 6' WOOD FENCE rcR' 600 1L 011 1L dace: JULY 2, 2020 drawn by: EJ P designer: RDC project no: 19-453 SITE PLAN sheet. C2,0 Canch ENGINEERING= Since 1977 LEGEND civil • transportation EXISTING PROPOSED structuralS U RV E Y I N Gnical CURB FENCE ® DITCH INLET 10 5th Street CATCH BASIN ® MAILBOX p3 Sprin541.7460637 gfield, OR 97477 V CLEAN OUT ON-SITE LIGHT TO BE MAXIMUM www. Branch Engi neerl ng.com POWER POLE 25 FEET HIGH WITH LED FIXTURE Springfield OR I Albany OR AND HOUSESIDE SHIELD CURB CONCRETE ...... ASPHALT EDGE ;IC161 IPRof" a DECIDUOUS TREE 162PE� %� CONCRETE STORMWATER FACILITY DIGITALLY SIGNED EVERGREEN TREE � � � ��N OREGO. TREE LINE D NFE C��J PACIFIC DOGWOOD OR OTHER TREE ® MAILBOX IN THE PARKING STRIPS 4 TO 6 EXPIRES: DECEMBER 30, 2021 FEET WIDE SECTION OF THE APPROVED STREET TREE LIST project title: D DECK BUILDING LIMITS ------- PHASE BOUNDARY ® TRANSFORMER ® CATCH BASIN OPEN SPACE - ACTNE ® OPEN SPACE -PRIVATE ® OPEN SPACE - COMMON DOPEN SPACE - TOTAL GRAPHIC SCALE O 20 0 10 20 40 (IN FEET) LU 00 I [~ > II 3gp0 s I 1L g00 U� ° LU (3) fl 1L oCc\oJ�oO`Q i a Ir L~ II SAN MH IL Q� @1GJy do`��JS Q z Q �e M1ti a I U) 0 8' FL (ET511,96 p6 0`'' Q V 6' WOOD FENCE PROPOSED 10' 6' WOOD FENCE 6 J �18.00' PUBLIC STORM PUBLIC STORM, D Qi 8' FL CWT512,06 }�0 �} W a_ LU I SEWER EASEMENT EASEMENT N O 2.5 WOOD FENCE Q {P j w II' ° I I SIDR Q U IIS I �z a ® e e e e II II II e ® 3 z d .. II II I 4'gE v1 revisions PO: �i S� � I II II II I PPoPoSED 1 a Tai 14.00, PUBLIC SANITARY I� PUBLIC STORM SEWER EASEMENT EASEMENT (WIDTH VARIES) Me J6)5 I 6' WOOD FENCE SAN MH 6� WOOD FENCE 8' FL CE)1512,71 6' WOOD FENCE 8' FL (W) 512.81 boo 1L P /}` 33p0 I g0� 031 TL drawn JULY 2, 20EJ0 designer RDC II `Uv I TL I I IIproject no: 19-453 OPEN SPACE PLAN sheet C2,1 copyrightO 2012 Branch Engineering, Inc LEGEND EXISTING CURB —(E)W(E)W— WATER LINE —(E)SD (E)SD— STORMWATER LINE �E)G�E)G— GAS LINE —(E)ft(E)wW— SANITARY LINE ® WATER METER DA. WATER VALVE ® GAS METER ® WASTEWATER M4NHOLE ® STORMWATER MANHOLE e CATCH BASIN T CLEAN OUT CONCRETE ,[D DECIDUOUS TREE PROPOSED FURNISH AND INSTALL INLET CATCH BASIN. 430 FENCE �(— N STORMWATER PIPE UNDERSIDE OF RIP RAP WITH GE07EX7ILE FABRIC. ® DITCH INLET e DUAL CHAMBER CATCH BASIN 403 STORMWATER TREATMENT FACILITY SHEET. s5 SANITARY PIPE yr WATER LINE 420 WATER METER W WATER VALVE 421 GAS LINE - E E — ELECTRIC LINE w CURB Q CONCRETE e. o. BUILDING FOOTPRINT DECK STORMWATER CONSTRUCTION NOTES 401 FURNISH AND INSTALL INLET CATCH BASIN. 430 INSTALL CLASS 50 RIP RAP OUTFALL PROTECTION (2'WX2YX12'D). LINE Sly2+ :.:.. .. .., O UNDERSIDE OF RIP RAP WITH GE07EX7ILE FABRIC. 402 FURNISH AND INSTALL DOUBLE CHAMBER CATCH BASIN. 440 CONSTRUCT VEGETATED STORMWATER TREATMENT FACILITY PER SECTION, THIS 403 FURNISH AND INSTALL CATCH BASIN. SHEET. 404 INSTALL STORMWATER CLEANOUT. 420 FURNISH AND INSTALL ROOF DOWN SPOUT. W 421 FURNISH AND INSTALL 4" STORMWATER PIPE WITH TRACER WIRE AT 1% Q w Q z SLOPE UNLESS OTHERWISE NOTED IN PLANS. WEEP HOLE DOWNSPOUTS TO CURB. 422 FURNISH AND INSTALL 8" STORMWATER PIPE WITH TRACER WIRE AT SLOPE NOTED IN PLANS. 423 FURNISH AND INSTALL 6" PERFORATED STORMWATER PIPE. PERFORATIONS TO FACE UP. 425 FURNISH AND INSTALL 6" STORMWATER PIPE WITH TRACER WIRE AT SLOPE NOTED IN PLANS. 428 FURNISH AND INSTALL STORMCAPTURE DETENTION FACILITIES T DESCHAMPSIA CAESPITOS4 CAREX DENSA 2 �... Sly2+ :.:.. .. .., 12" S4ND/LOAM/COMPOST 3 -WAY MIX GROWING MEDIA. MEET CITY OF PORTLAND STORMWATER MANUAL APPENDIX F.3 SPECIFICATIONS SWALE SECTION VIEW SCALE: N.T.S. WATERPROOF LINER 12" OF 2 }"-1" 6" PERFORATED WASHED AGGREGATE. STORM DRAIN. PERFORARONS FACING UP. GRAPHIC SCALE 20 O 10 20 40 IN FEET ) Canch ENGINEERING= Since 1977 civil " transportation structural• geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. Branch Engi neerl ng.com Springfield OR I Albany OR D PROFe \IN ay 1069162P� DIGITALLY SIGNED C1 OREGON �V EXPIRES: DECEMBER 30, 2021 project title: Vl O Q W 00 � W >� Q w Q z z o W -J W LLJ IY No O W > J W Cd Q ~ z li Qz w — a �- N date: JULY 2, 2020 drawn by: CM designer CM project no: 19-453 STORMWATER PLAN sheet. C3,0 LEGEND EXISTING — CURB —(E)w (E)w— WATER UNE —(E)s9(E)sp— STORMWATER UNE �E)GE)G— G4S UNE —(E)wn (E)"— SANITARY LINE ® WATER METER [� WATER VALVE ® GAS METER ® WASTEWATER MANHOLE ® STORMWATER MANHOLE I• CATCH BASIN yl CLEAN OUT DCONCRETE — Ss DECIDUOUS TREE PROPOSED FENCE X X STORMWATER PIPE —sow Q ® DITCH INLET W DUAL CHAMBER CATCH BASIN 00 W STORMWATER TREATMENT FACILITY — Ss SS — SANITARY PIPE —W—W— zz WATER LINE W w WATER METER D4 WATER VALVE GAS LINE _ = ELECTRIC UNE CURB O W > CONCRETE BUILDING FOOTPRINT DECK UTILITY NOTES 1. CONTRACTOR TO POTHOLE EXISTING UTILITIES TO VERIFY DEPTH AND SIZE. NOTIFY ENGINEER OF ANY DISCREPANCIES OR CONFLICTS AT LEAST 48 HOURS BEFORE EXCAVATION/CONSTRUCTION. 2. CONTRACTOR TO COORDINATE WITH SUB ELECTRIC FOR ALL ELECTRIC UTILITY CONNECTIONS AND DEVICES. 3. ELECTRIC VAULT MUST BE 10 FEET FROM TREES AND BUILDING EAVES AND 0.5 FEET FROM ALL OTHER UNDERGROUND UTILITIES. 4. CONTRACTOR TO COORDINATE WITH SUB WATER FOR ALL WATER UTILITY CONNECTIONS AND DEVICES. UTILITY CONSTRUCTION NOTES 200 NEW WATER MAIN CONNECTION TO EXISTING WATER MAIN, LOCATION AND WORK BY SUB WATER. 201 CONNECTION TO WATER MAIN. 203 INSTALL WATER WATER METER. WORK DONE BY SUB WATER 204 FURNISH AND INSTALL NEW 10" WATER MAIN. 207 FURNISH AND INSTALL NEW DOMESTIC WATER LINE. 208 WATER CONNECTION POINT TO BUILDING. 209 FURNISH AND INSTALL NEW CATE VALVE. 300 FURNISH AND INSTALL 8" WASTEWATER CROSS FITTING AND REDUCERS TO NEW 6" WASTEWATER SERVICE LINE. CONNECT TO EXISTING 8" WASTEWATER PIPE. 307 WASTEWATER CONNECTION POINT TO BUILDING. 303 FURNISH AND INSTALL 6" WASTEWATER PIPE 0 1% SLOPE MINIMUM. 304 FURNISH AND INSTALL NEW WASTEWATER MANHOLE. 305 FURNISH AND INSTALL 6" TEE AND REDUCER TO 4". CONNECT TO TRASH ENCLOSURE WASTEWATER PIPE. 306 FURNISH AND INSTALL NEW 8" WASTEWATER PIPE. 307 FURNISH AND INSTALL NEW 4" WASTEWATER PIPE. 308 FURNISH AND INSTALL 4" TRASH ENCLOSURE FLOOR DRAIN. 504 APPROXIMATE LOCATION OF JOINT—UTILITY TRENCH. FURNISH AND INSTALL ELECTRICAL CONDUIT. 505 APPROXIMATE LOCATION OF ELECTRICAL METER PANELS. COORDINATE WITH S.U.B. FOR INSTALLATION. 506 APPROXIMATE LOCATION OF ELECTRICAL TRANSFORMER. FURNISH AND INSTALL 1201240V SINGLE PHASE PADMOUNT CONCRETE TRANSFORMER VAULT. COORDINATE WITH S.U.B. FOR INSTALLATION. 571 COORDINATE WITH NW NATURAL GAS FOR CONNECTION TO EXISTING GAS SERVICE. WORK TO BE DONE BY NW NATURAL GAS. 572 NEW GAS LINE TO SERVICE BUILDING. 513 GAS CONNECTION TO BUILDING. 514 CONNECT TO EXISTING TRANSFORMER. WORK DONE BY SUB ELECTRIC. 515 INSTALL GAS METERS. WORK DONE BY NW NATURAL GAS. GRAPHIC SCALE 20 0 10 20 40 IN FEET ) 2012 Branch Enaineerina. Inc. Hkanch !"NIG I N E E RING-. Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. Branch Eng l nee ring.com Springfield OR I Albany OR 41 PROFFS �S PROf�'�,s�ay ��#69162PE �" f DIGITALLY SIGNED GN SORE 1IM FNOF�REOC� EXPIRES: DECEMBER 30, 2021 project title: V 1 O Q W 00 W Q W cl� rn Q zz o W _J WLY LLJ No O W > J W LL w/ z Qz W d �— N revisions: date: JULY 2, 2020 drawn by: CM designer: cm project no: 1 9-45 3 UTI LITY PLAN sheet. C4,0 LEGEND E=NG CURB (E)W(E)W— WATER UNE —(E)SD—(Oso— STORMWATER UNE �OG---<OG— GAS LINE —(E)W(E)M— SANITARY LINE R WATER METER D4 WATER VALVE ® GAS METER ® WASTEWATER MANHOLE ® STORMWATER MANHOLE 0 CATCH 64SIN tl/ CLEAN OUT DCONCRETE WATER VALVE W DECIDUOUS TREE EXISDNG GRADE �448� PROPOSED GRADE DIRECTION 3f K FENCE s�50 STORMWATER PIPE ® DITCH INLET ® DUAL CHAMBER CATCH BASIN STORMWATER TREATMENT FACILITY Q — as ss SANITARY PIPE W W — WATER LINE ® WATER METER D4 WATER VALVE W GAS UNE ELECTRIC LINE CURB CONCRETE BUILDING FOOTPRINT DECK AC:449.00 ASPHALT ELEVATION 449.50 CONCRETE ELEVATION �TC:449.50 TOP OF CURB/ASPH4LT ELEVATIONS AC:449.00 PROPOSED GRADE 449 CONSTRUCTION NOTES 600 CONSTRUCT MONOLITHIC CURB AND SIDEWALK. 601 CONSTRUCT 4' THICK CONCRETE SIDEWALK WITH 2' COMPACTED CRUSHED ROCK. 603 CONSTRUCT ASPHALT PAVING SECTION PER GEOTECHNICAL REPORT RECOMMENDATIONS 604 CONSTRUCT VERTICAL CURB. 606 CONSTRUCT CITY OF SPRINGFIELD COMMERCIAL DRIVEWAY APPROACH. 608 CONSTRUCT CURB AND GUTTER. 609 CONSTRUCT SLOTTED CURB AND GUTTER PER LANDSCAPE PLAN SET. 610 CONSTRUCT ADA RAMP. 611 CONSTRUCT CONCRETE PAVING PER XXX. GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) branch ENGINEERING= Since 1977 civil • transportation structural• geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. Branch Engi neerl ng.com Springfield OR I Albany OR D PROFe �#6IN ay 9162P� DIGITALLY SIGNED ROREGe 9N)A10.11 FERYON EXPIRES: DECEMBER 30, 2021 project title: V 1 GRADE DIRECTION GRADE BREAK PROPOSED GRADE 449 CONSTRUCTION NOTES 600 CONSTRUCT MONOLITHIC CURB AND SIDEWALK. 601 CONSTRUCT 4' THICK CONCRETE SIDEWALK WITH 2' COMPACTED CRUSHED ROCK. 603 CONSTRUCT ASPHALT PAVING SECTION PER GEOTECHNICAL REPORT RECOMMENDATIONS 604 CONSTRUCT VERTICAL CURB. 606 CONSTRUCT CITY OF SPRINGFIELD COMMERCIAL DRIVEWAY APPROACH. 608 CONSTRUCT CURB AND GUTTER. 609 CONSTRUCT SLOTTED CURB AND GUTTER PER LANDSCAPE PLAN SET. 610 CONSTRUCT ADA RAMP. 611 CONSTRUCT CONCRETE PAVING PER XXX. GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) branch ENGINEERING= Since 1977 civil • transportation structural• geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. Branch Engi neerl ng.com Springfield OR I Albany OR D PROFe �#6IN ay 9162P� DIGITALLY SIGNED ROREGe 9N)A10.11 FERYON EXPIRES: DECEMBER 30, 2021 project title: V 1 O Q W 00 � W >� Q W Q z z o W � W LLJ 12:� No O W > J W Cd Q ~ z li Qz w - a �- N date: JULY 2, 2020 drawn by: CM designer CM project no: 19-453 GRADING AND PAVING PLAN sheet C5,0 TRASH ENCLOSURE LANDSCAPE 6 RETENTION AREA ELECTRICAL METERS ELECTRICAL METERS SETBACK Z r -- --o ---------------- 1---�>------------------- ------ - I 1 I _--_-. 12.0 7.0' II I I i II I I SETBACK II®3VA41151617 B 9 10 11=' C n--1--4 BUILDING 1 i BUILDING 2 1 I I a I 1 I r � j EASEMENT CONCRETE PAD LANDSCAPE STRIP SIDEWALK N LANDSCAPE STRIP 20'-3%' SIDEWALK Il' -SM' � W ~ W __ _ SETBACK Q — — — — — — — — — — — — ELECTRICAL METER LANDSCAPE LAND- SANDE STRIP -. . ELECTRICAL '- FULLY METER (3) 3 -STORY ACCESSIBLE ROUTE OLAND- TQWNI..IOUSES SCAPE ACCESSIBLE ELECTRICAL _ \ MAIL BOX METER --r-----SETBACK---- STREET RIGHT pATIOb Al 10'-0' OF WAY LINE �1013�low 3RD FLOOR _ N SITE PLAN CU Capy 914202Q Q Awry- InMmd bM¢dum, LLC v I 00 3 U 0 V) D 0::� Q 00 Q Z� LL] 3w oLL 57 (,9 ,,bZ 0 V)0::� z IJJ LL] Lu 2 w V / Ila - 3 Qz 0 3� Lu 111 Z00 � I %V SCHEMATIC DESIGN THIS PRELIMINARY DRAWING IS AND INCOMPLETE NOT TO BE USED FOR CONSTRUCTION STE—R 9 INSPIRED a ARISHITESTURE.. N. WIII 250 E,.-, Omen 9J101 Q�tlQ�1:11 m 541-517-3737 CURRENT REVISION PREVIOUS 4 REVISIONS, (Th.. SF.e Only) SITE PLAN PROJECT # 202002 DRAWN PLM CHECKED Q DATE 07 012020 SHEET \/\/\ `i 0 # 1 Q0.1 CU Capy 914202Q Q Awry- InMmd bM¢dum, LLC T T 7 O YY -V 6'-0' 12'-0' ,1'-3R' 5'-10' DINING a IL____ -r< BEDROOM # w # # BEDROOM BEDROOM # 0O # # + J KITCHEN LoDL2 Z COATS CLOSET O ❑�❑ # [LOSETI' # CLOSET g # L gel O t # '^_.__F;E rr NDRV-- VAC D m L,___ -(/U) # AT�O ❑W -- KITCHEN* -- 1 < a # LIVING STAIR 02 # V # BATH p * DININGLIVING BALCONY# BEDROOM 2 BEDROOM 2 BEDROOM IBATH IBATH IBATH d,1l 630 GROSS SF LIVEABLE (p,1l 945 GROSS SF LIVEABLE (111r, l 874 GROSS SF LIVEABLE (nll V V V V l*QN BUILDING 1 2ND & 3RD FLOOR PLAN s Va" .1•.0.. o c o IBATH 630 GROSS SF LIVEABLE N BUILDING 1 Q1 IST FLOOR PLAN /8"=I'0" 0 rr V) co 3 0 LL Q 00 Z o L LJ Ow ILL �CI- Z W Li Lu L1J 2 W v I 3 Q 3Lu OQ 2 Z Lo coQ SCHEMATIC DESIGN THIS DRAWING IS PRELIMINARY AND INCOMPLETE NOT TOE' USED FOR CONSTRUCTION STE—R 9 INSPIRED a ARISHITESTURE.. N. WII6mtlM.1,.M 250 E,.m, Omen Q�tlQ.lerry9J101 .mm 541-517-3737 CURRENT REVISION PREVIOUS 4 REVISIONS, (Th.. SF.e Only) FLOOR PLANS BUILDING 1 PROJECT # 202002 DRAWN PLM CHECKED Q DATE 07.011222020 SHEET \` (\ CM Capy 91M 2b ,, 0 SMrry-In,d A k,,-. LLC 7 T 7 7 10'-IY.' 2'-7' 9'-67 10'-3R' 6'-39' L12'-0' b'-0' 12'-0' 20'-0' 1ti BEDROO ' BEDROOM N * # i O BEDROOM BEDROOM T d B DROO cc J # j KITCHEN D NTNG w _ # BATH # 0 YR # I � COATS � - COATS # CLOSET Ll # ❑ ® # $$ CLOSET LAUNDRYO i. 11 # LIVING STAIR # \ATBH _ O J o W # DINING # - n # #< aiff o STAIR Z OO iD J BEDROOM LIVING _ O * [ BATH u H# DINING LIVING Ida 'o BALCONY # # Y # 2 3 BEDROOM 2 BEDROOM I BEDROOM 2BATH )BATH IBATH 1,102 GROSS SF LIVEABLE (lpl 945 GROSS SF LIVEABLE (r'1l 630 GROSS SF LIVEABLE OV V V N BUILDING 2 C12 2ND & 3RD FLOOR PLAN n L' 6' V6" =1'.0^ I I I OB N BUILDING 2 oo IST FLOOR PLAN I BATH 630 GROSS SF LIVEABLE CU Capy9M202Q Q SM,ry lnOmd bM¢dum,LLC v I 00 3 W O 0% Q 00 Z LL] 3w LL t 7 v Z V) W LL] Lu 2 W F--- Ln 3 �z OLu� 3� ry z� I Q SCHEMATIC DESIGN THIS PRELIMINARY DRAWING IS AND INCOMPLETE NOT TOE' USED FOR CONSTRUCTION INSPIRED a AWSHITH{TURE.. IRN WIII s1, sA 250 Eugene, Omen Q� 1: 91J101 .mm 541-517-3737 CURRENT REVISION PREVIOUS 4 REVISIONS, (Th.. SFee Only) FLOOR PLANS BUILDING 2 PROJECT # 202002 DRAWN PLM CHECKED Q DATE 0077701.20 SHEET (\/A02 \i CU Capy9M202Q Q SM,ry lnOmd bM¢dum,LLC C C e �o log a 0 01 A B C D N TOWNHOUSE Q3 3RD FLOOR PLAN 2 6 A B C D A B C -9'-0' 5'-0' 4'A' r_ �I O �I O O r 1 1 LPANTRY ----- KITCHEN EN ANTRVI N O # r�I NTRY, COATS COATS COATS DININGDINING # # DINING OI* I OI* I. iii OI* Y W W W 3* 3* 3* 0 Q Q O ❑ 39 36 ❑ ❑ o LIUNG LIUNG LIVING - ❑ ❑ ❑ 798 GROSS IF 774 GROSS IF 798 GROSS IF A B C OD N TOWNHOUSE 03 2ND FLOOR PLAN 1/8" - 1' 0" _" ❑© ❑9 e❑ 4 STORAGE /UTILITY STORAGE / UTILITY STORAGE / UTILITY I Z T� GARAGE 12'-0' 6'-0' GARAGE # GARAGE c # PATIO V PATIO PATIO D 0::� Q COATS COATS COATS LL] 4 # # # BATH , ❑ BA Q Y Y ENTRY ROOM - # ROOM # EDRO W LL] - ® - 1 18'-0' V / Q. - ? - 54'-0' LOSET # <* a D Z* LOSET < LOSET # <* T.tt D Z* LOSET o: < SET — Z SET - 707 GROSS IF 707 GROSS SF683 • 6--3' 3--�- 1483 GROSS IF - NOT1489 DRO O �n BEDR# M INCLUDING GROUND INCLUDING GROUND INCLUDING GROUND FLOOR a FLOOR FLOOR THIS PRELIMINARY DRAWING IS g AAT # # # NOT TO BE USED FOR CONSTRUCTION DECK # o Y DECK # K IRN WIII s1, sA 250 Eugene, Omen 91101 541-517.3737 CURRENT REVISION 1 - - 1P7%. 649. - - - - 691 GROSS IF 691 GROSS IF FLOOR PLANS TOWNHOUSES PROJECT # 202002 DRAWN 0 01 A B C D N TOWNHOUSE Q3 3RD FLOOR PLAN 2 6 A B C D A B C -9'-0' 5'-0' 4'A' r_ �I O �I O O r 1 1 LPANTRY ----- KITCHEN EN ANTRVI N O # r�I NTRY, COATS COATS COATS DININGDINING # # DINING OI* I OI* I. iii OI* Y W W W 3* 3* 3* 0 Q Q O ❑ 39 36 ❑ ❑ o LIUNG LIUNG LIVING - ❑ ❑ ❑ 798 GROSS IF 774 GROSS IF 798 GROSS IF A B C OD N TOWNHOUSE 03 2ND FLOOR PLAN 1/8" - 1' 0" _" ❑© ❑9 e❑ 4 STORAGE /UTILITY STORAGE / UTILITY STORAGE / UTILITY I Z T� GARAGE y GARAGE # GARAGE # V # 0% D 0::� Q COATS COATS COATS LL] 4 # # # W Z Q ENTRY ENTRY ENTRY Z`n W LL] - - 18'-0' V / Q. - 3 54'-0' OLu� 3� GROSS IF 707 GROSS IF 707 GROSS SF683 1489 GROSS IF - NOT 1483 GROSS IF - NOT1489 GROSS IF - NOT INCLUDING GROUND INCLUDING GROUND INCLUDING GROUND FLOOR a FLOOR FLOOR N TOWNHOUSE 00 3 IST FLOOR PLAN CU C,py 91M20•LQ Q S&,ry lI Omd b,W af,m, LLC 300 V O 0% D 0::� Q 00 Z LL] 3w O LL W Z Q Z`n W LL] Lu 2 w V / Q. - 3 <z OLu� 3� ry z00� V SCHEMATIC DESIGN THIS PRELIMINARY DRAWING IS AND INCOMPLETE NOT TO BE USED FOR CONSTRUCTION CQ INSPIRED a AWSHITESTURE.. IRN WIII s1, sA 250 Eugene, Omen 91101 541-517.3737 CURRENT REVISION PREVIOUS 4 REVISIONS, (Th.. SFee Only) FLOOR PLANS TOWNHOUSES PROJECT # 202002 DRAWN PLM CHECKED Q DATE 0077001.2200 SHEET (\/7 `i V CU C,py 91M20•LQ Q S&,ry lI Omd b,W af,m, LLC 36'-1' HIGHEST IRT -0 h 31'0• _ 0TOP OF PLATE h 29'0' TOPS — 28 0 Tp�OFOF PLATE h 21'0• _ FINIS HFLOOR h10'6• _ FINS HFLOOR h O,.D• r FINISH FLOOR Q. BUILDING 1 - WEST ELEVATION I/6" -1'.0° 36'-1• 0 HIGHEST POINT OF ROO h 7P 0• _ 4 TOP OF PLATE � 30'-0' 4 TOP OF PLATE \ TOP— OF PLATE h RTO8,.6• � P OF PLATE 21'-0• FINISH FLOOR 0'-6• FINISH FLOOR oZ FINISH FLOOR Q BUILDING 1 - EAST ELEVATION ,/B"-_ PRE -FINISHED CEMENT BOARD SIDING, NICHIHA VINTAGE WOOD MEMBRANE ROOFING SYSTEMh TYP. W/ 2X6 CEDAR FASCIA. 36'-1• 4 HIGHEST POINT OF ROO 31'0" COATED STEEL STAIR SYSTEM, h _ 0TOPOFPLATE WITH PRE -CAST CONCRETE 3 TREADS. TYP. C HARDI PLANK CEMENT BOARDh 30'-0• _ 4TOPOFPLATE E � = SIDING, PAINTED 0% D h29'0• 4 TOP OF PLATE _ Z C PAINTED INSULATED HOLLOW 1 -28' -OF PLATE0• TOP O LL METAL DOOR TVP HARDI PLANK CEMENT BOARD SIDING, PAINTED 21' 0• THERMALLY BROKEN, LOW -E, FINISH FLOOR INSULATED ALUMINUM FRAME WINDOWSTYP. PRE -FABRICATED POWDER �r I COATED STEEL STAIR SYSTEM, 10'-6• FINISH FLOOR WITH PRE -CAST CONCRETE 3 TREADS. TYP. 12 1.5 HARDI-PANEL SIDING, PAINTED 1-010' 0 s FINISH FLOOR Q, BUILDING 1 - SOUTH ELEVATION I/811=11.011 36'-1• 4 HIGHEST POINT OF ROO h 6P 0• _ 4 TOP OF PLATE h 30'-0' Z TOP -OF PLATE � \ 29'-0' h R8'-0. 4 TOP OF PLATE O21'-0' FI ISH FLOOR 10'-6' FI ISH FLOOR 0FI '-0• _ ISH FLOOR 12 LS Q. BUILDING 1 - NORTH ELEVATION CM Capy 91M202Q Q SM,ry lnOmd bM¢dum, LLC �r I M w 3 W O 0% D Q 00 Z LL] J 3w O LL 57 F___ ('9 W Z Q V) Z (/) Lu LL] w � Q 3 QLnZ OLu� 3� ry z� I Q SCHEMATIC DESIGN THIS PRELIMINARY DRAWING IS AND INCOMPLETE NOT TO BE USED FOR CONSTRUCTION INSPIRED a AWSHITESTURE.. IRN WII6mtlM.1,.M 250 E,.-, Omen 91101 541-517.3737 CURRENT REVISION PREVIOUS 4 REVISIONS, (Th.. SFee Only) ELEVATIONS BUILDING 1 PROJECT# 202002 DRAWN PLM CHECKED Q DATE 07.01.2020 SHEET Q4 CM Capy 91M202Q Q SM,ry lnOmd bM¢dum, LLC 36'36' 1' HIS' GHESTPOINTOFROOF 31'.0' TOPOF PLATE 29'.0' \ OTOP OF PLATE 26'-0' *_ TOP OF PLATE 21'-0' 0 FINISH FLOOR 0'-b' FINISH FLOOR 00 ?FINISH FLOOR PRE -FINISHED CEMENT BOARD SIDING, NICHIHA VINTAGE WOOD MEMBRANE ROOFING SYSTEM TYP. W/ 2X6 CEDAR FASCIA. HARDI PLANK CEMENT BOARD SIDING, PAINTED HARDI PLANK CEMENT BOARD SIDING, PAINTED THERMALLY BROKEN, LOW -E, INSULATED ALUMINUM FRAME WINDOWS TYP. PRE -FABRICATED POWDER COATED STEEL STAIR SYSTEM, WITH PRE -CAST CONCRETE TREADS. TYP. HARDI-PANEL SIDING, PAINTED PAINTED INSULATED HOLLOW METAL DOOR TYP. BUILDING 2 - WEST ELEVATION Y 36' I' HIG4 HEST POPOINT OF ROOF TOP _0F PLAlE� h22D' _ 4 TOP OF PLATE h 2TO6'-0' y P OF PLATE 21'-0' FINISH FLOOR h 104. 0 FINISH FLOOR h ' -0' 0 FINISH FLOO 0 R Q BUILDING 2 - EAST ELEVATION Y 36'-1' HIGHEST POINT OF ROOF 31'-0' TOPOF PLATE 29'-0' _ OTOP OF PLATE 28'.0' OTOP OF PLATE _ _ 21'-0' FINISH FLOOR 0'-6' _ FINISH FLOOR FINISH FLOOR G35 BUILDING 2 - SOUTH ELEVATION < 9 36-1. HIGHEST POINT OF ROOF TOP�OF PLATE 29.'0. OTOP OF PLATE 26' 0' 0TOP OF PLATE h 21.0. 0FINISH FLOOR FINI'-bSH FLOOR 10' OR h 0'-�. OFINISH FLOOR ,2 1.5 BUILDING 2 - NORTH ELEVATION 1/6" = 11.0" 24 v I 300 V0/% O D 0::� Q 00 Z LL] 3w O LL W Z QCI- Z (/') Lu I— L1J Lu 2 w I Q � MMLEE 3 QZ OLu� 3� ry zLn I Q SCHEMATIC DESIGN THIS PRELIMINARY DRAWING IS AND INCOMPLETE NOT TO BE USED FOR CONSTRUCTION INSPIRED a AWSHITH{TURE.. IRN WII6mtlM.1,.M 250 E,.-, 0&'.97101 541-517.3737 CURRENT REVISION PREVIOUS 4 REVISIONS, (Th.. She Only) ELEVATIONS BUILDING 2 PROJECT% 202002 DRAWN PLM CHECKED Q DATE 07 012020 SHEET Q5 G35 BUILDING 2 - SOUTH ELEVATION < 9 36-1. HIGHEST POINT OF ROOF TOP�OF PLATE 29.'0. OTOP OF PLATE 26' 0' 0TOP OF PLATE h 21.0. 0FINISH FLOOR FINI'-bSH FLOOR 10' OR h 0'-�. OFINISH FLOOR ,2 1.5 BUILDING 2 - NORTH ELEVATION 1/6" = 11.0" 24 © Capy 91M202Q Q SM,ry InOmd b,W a f,m, LLC v I 300 V0/% O D 0::� Q 00 Z LL] 3w O LL W Z QCI- Z (/') Lu I— L1J Lu 2 w I Q � 3 QZ OLu� 3� ry zLn I Q SCHEMATIC DESIGN THIS PRELIMINARY DRAWING IS AND INCOMPLETE NOT TO BE USED FOR CONSTRUCTION INSPIRED a AWSHITH{TURE.. IRN WII6mtlM.1,.M 250 E,.-, 0&'.97101 541-517.3737 CURRENT REVISION PREVIOUS 4 REVISIONS, (Th.. She Only) ELEVATIONS BUILDING 2 PROJECT% 202002 DRAWN PLM CHECKED Q DATE 07 012020 SHEET Q5 © Capy 91M202Q Q SM,ry InOmd b,W a f,m, LLC 37' 1' HIGHEST POINT OF ROOF L h 33'0' _ Z TOP OF PLATE h 3R' 0' _ Z TOP OF PARAPET 21'-0' _ FI„ NISH FLOOR 10'10'-6' _ FI„ NISH FLOOR OLD, FINISH FLOOR Q76 TOWNHOUSES - NORTH ELEVATION 1/8" = 1'.0" 37'-, HIGHEST POINT OF ROOF II "'o. TOP OF PLATE '2"o. TOP OF PARAPET RI' -0' 0 FINISH FLOOR 0'-6' _ O FINISH FLOOR a -o' _ FINISH FLOOR 12 r Q6 TOWNHOUSES - SOUTH ELEVATION 1/8" = 1'-0" PRE -FINISHED CEMENT BOARD SIDING, NICHIHA VINTAGE WOOD STANDING SEAM METAL ROOF THERMALLY BROKEN, LOW -E, INSULATED ALUMINUM FRAME WINDOWS TYP. HARDI-PANEL SIDING. PAINTED PRE -FABRICATED POWDER COATED STEEL RAILINGS TYP. HARDI PLANK CEMENT BOARD SIDING, PAINTED THERMALLY BROKEN, LOW -E, INSULATED ALUMINUM FRAME WINDOWS 8 SLIDING DOORS TYP. PRE -FINISHED FABRICATED METAL LEADER DOWNSPOUTS AND CONDUCTOR HEADS, TYP. PAINTED INSULATED AUTOMATIC OPENING GARAGE DOORS TYP. PAINTED INSULATED HOLLOW METAL DOOR, TYP. 3T-1' HIGHEST PRINT OF ROOF F h 33'0" _ 4 TOP OF PLATE h 37A' 4 TOP OF PARAPET 21'-0' FI ISH FLOOR 10'-6' FI ISH FLOOR h 01-0' _ V FINISH FLOOR ob TOWNHOUSES - WEST ELEVATION 1/8" - 1' 0" 37'-1' HIGHEST PRINT OF ROOF II 33'-0' TOP OF PLATE '2"0' TO P OF PARPARAPET h 4f 0' _ 0FINISH FLOOR h 10'-6' _ y FINISH FLOOR h0 -D. y FINISH FLOOR _ 0 a Q6 TOWNHOUSES - EAST ELEVATION 2 4 - I/811=11.011 CU Capy 91M 20 Q SM,ry lnOmd b,W a f,m, LLC � I M w 3 W O 0% D Q 00 Z LL] 3w O LL W Z Q Z (/') w� LL] Lu 2 W I— < Ln 3 \L O 3� Lu ry z00� V SCHEMATIC DESIGN THIS PRELIMINARY DRAWING IS AND INCOMPLETE NOT TOE' USED FOR CONSTRUCTION INSPIRED a AWSHITESTURE.. IRN WII6mtlM.1,.M 250 E,.m, Omen 91101 541-517.3737 CURRENT REVISION PREVIOUS 4 REVISIONS, (Th.. SF.e Only) ELEVATIONS TOWNHOUSES PROJECT# 202002 DRAWN PLM CHECKED Q DATE 07.01.2020 SHEET Q6 CU Capy 91M 20 Q SM,ry lnOmd b,W a f,m, LLC