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Plan, Tentative APPLICANT 8/31/2020
IST-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 I RE QRST SITEy7 ASTER 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 ASSOCWTED IMPROVEMENTS. PHASE 2 IS THE NORTHERLY MULTI—FAMILY BUILDING AND ASSOCIATED IMPROVEMENTS. PHASE 3 IS THE TOWNHOME BUILDING AND ASSOCATED 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.O 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 C4.1 LANDSCAPE PLAN COMMON AND PRIVATE OPEN SPACE INSPIRED ARCHITECTURE, LLC IMPERVIOUS AREA C5.0 GRADING AND PAVING PLAN GROSS RESIDENTWL FLOOR AREA 21,609 SF PO BOX 50096 EUGENE, OR 97405 ROOF, PARKING AND SIDEWALKS 0 AC T1 LIGHTING PLAN TOTAL COMMON AND PRIVATE OPEN SPACE 5,402 SF PERVIOUS AREA 0.73 AC 001 ARCHITECT SITE PLAN CIVIL ENGINEER Q1 FLOOR PLANS BUILDING 1 PROPOSED CONDITIONS 02 FLOOR PLANS BUILDING 2 OPEN SPACE TABULATION RENEE CLOUGH, PE, PLS, AICP BRANCH ENGINEERING, INC IMPERVIOUS AREA Q3 FLOOR PLANS TOWNHOUSES PRIVATE OPEN SPACE 3,285 SF 310 5TH STREET ROOF, PARKING AND SIDEWALKS 0.55 AC 04 ELEVATIONS BUILDING 1 COMMON OPEN SPACE 2,835 SF SPRINGFIELD, OR 97477 PERVIOUS AREA 0.18 AC Q5 ELEVATIONS BUILDING 2 SLOPED 245 SF 06 ELEVATIONS TOWNHOUSES 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) NEKW 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: AUG 5, 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 124(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 6916213 Li EXPIRES- December 30. 2021 -�..� project title: WW MH RIM=517.17 � xu ax CB RIM=515.35 FL (N)=512.45 I SO MH FL (S)=511.63 RIM =514.53 FL (NW)=511.17 0. (W)=504.90 Y' RIM=515.39 }800 .Wi FL (N)=510.43 SD MH FL (N)=5121.1319 8� I FL (S)=504.99 FL (N)= 504.93 I 1111U4 t OFOe OE0o FL (E)=505.07 ,� a, SD PIPE WIRE FENCE r�(E)SD FL (S)=512.53 5`>� N 6' WOOD FENCE E W ESD (E)SD (E)SD ) o 1 6' WOOD FENCE 1100'1107 68847 nl I�ISEWLR UFAC.SEMEIRJTM 514 (GUARDRAIL M(N)1 511.84 yam g� DRIVEWAY TO BE REMOVED ft _ ,ern,, �p1d{ BE CLOSED \ I W g ,o n h°j CB N 4 a n I I I I J`13 .r y W .r r .r W W y n 700 N � � / y r RIM=515.64 W ^ 'O WROUGHT \ W 6" FL (N)=5 3. 4 E)G— t� 3+ I c4 I W ` 411 ,� o IRON FENCE 5 li/ 1 O N C .mi IW^ 14' PUBLIC SANITARY SEWER EASEMENT RIM 515.81 WM \. • 1 I I II" W "�"�-10 10 o FL (E)=508.7 SOPf 1'07T O4 Q FL (W)=508.81 5800 ^� —D( + OE0' 6' WOOD 3 1 W W W W W \I �QQ$ FENCE TO 3 F E4 ti 1�5 BE REMOVED \\• \ v, N` ss KVVVVJJVV99 \ IW J' ( E o W �Q w 1L 3100IW . .�.�.W 60t ..�.�.W W� W y c LU" n W h ,`' � � N �\ �........ ....� p �z 5jp0 � < O eM WW4 MHy W W L RIM=512.76 FL W O FL (W)=508.48 T l 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 dace: AUG 5, 2020 g-� STREET LIGHT 0 POST drawn by f LB xTREE 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. branch ENGINEERING= Since 1977 civil • transportation structural• geotechnical SURVEYING LEGEND 310 5th Street Springfield, OR 97477 EXIS4ING PROPOSED p: 541.746.0637 CURB www. Branch Engi neerl ng.com FENCE ® DITCH INLET Springfield OR I Albany OR CATCH BASIN ® MAILBOX V CLEAN OUT 31� ON-SITE LIGHT TO BE MAXIMUM POWER POLE �I fi AND SESIDE I SHIELD FIXTURE61#*6916N2�PE �RGi� FSsa� CONCRETE CURB ASPHALT EDGE DIGITALLY SIGNED RON G DECIDUOUS TREE D STORMWATER FACILITY 9RE 011 JN '' EVERGREEN TREE FEREOCL�J� CONCRETE EXPIRES: DECEMBER 30, 2021 TREE LINE LAWN GRASS project title: ® MAILBOX PACIFIC DOGWOOD OR OTHER TREE F THE PARKING STRIPS 4 TO 6 FEE! WIDE SECTION OF THE APPROVED STREET TREE LIST D DECK BUILDING LIMITS ------- PHASE BOUNDARY ® TRANSFORMER ®T CATCH BASIN DOTTURNAROUND U�EACSTER STLIS NDEO L L GRAVEL I a GRAPHIC SCALE 20 0 10 20 40 FIRE HYDRANT AT HE Q I CORNER OF 63RD & ASTER (332 FT FROM i IN FEET PROPERTY LINE) ° ° FIRE HYDRANT AT SE I CORNER OF 63RD & LU 00 MAIN (334 FT FROM II° I a I I I LL.I PROPERTY CORNER) I h �� 1L 38p0TL 800 s Q LU 0')N ON0\OJ 0000 1 a I h II a TL p05'03 OJOJ Q z Q ti OE 0 G 6' WOOD FENCE ,0 I I 18.00' PUBLIC STORM PROPOSED 10' 6' WOOD FENCE ° I W J L[J I� SEWER EASEMENT EASEMENT PUBLIC ORM p y4 [L � LU 2.5 WOOD FENCE IIm 'L3:''''''''''''''''''''''''''''''''''''''''''''''' I SD[.I PU6'. �:X' ''''''''''''''' N O '!' — �_ - _ :+:' '4:''''• 60.00' RIGHT-OF-WAY — w 4 .'4p,", DEDICATION F','.'..1. M LL - u I IIII I II IIIIIIIII I e1 e 1 +♦ ny Y �390® .. j COMP. w ----- LU : zr /i 8.50, 8.50' j COMPI PROPOSED PUBLIC V10 revisions''j'' I ° Fi�g SANTA F.SEWER EASEMENT.14.00' PUBLIC W OTH VARIES) FIRE HYDRANT AT SW Y I CORNER OF 59TH & OJs' PNOR) I (1324 FF CORNEf 000\0) 6' WOOD FENCE I 6' WOOD FENCE 6' WOOD FENCE rye ti�1h 3300 I 1L TL 60 1L g0� drawn AUG 5, 202 date: II `Uv I 1L I I designer. RDC project no: 19-453 SITE PLAN sheet. C2,0 ce ight0 2012 Branch Engineering, Inc LEGEND EXISTING — CURB ® FENCE O S CATCH BASIN V CLEAN OUT AND HOUSESIDE SHIELD POWER POLE CURB CONCRETE ,[(�D DECIDUOUS TREE EVERGREEN TREE FACILITY TREE LINE ® MAILBOX PROPOSED ® DITCH INLET ® MAILBOX O ON-SITE LIGHT TO BE MAXIMUM 25 FEET HIGH WITH LED FIXTURE AND HOUSESIDE SHIELD W CURB ASPHALT EDGE DSTORMWATER FACILITY DCONCRETE LJJ PACIFIC DOGWOOD OR OTHER TREE IN THE PARKING STRIPS 4 TO 6 FEET WIDE SECTION OF THE w APPROVED STREET TREE LIST D DECK ■ BUILDING LIMITS ------- PHASE BOUNDARY ® TRANSFORMER li� CATCH BASIN OPEN SPACE - ACTIVE ® OPEN SPACE -PRIVATE ® OPEN SPACE - COMMON DOPEN SPACE - TOTAL /I I% \* GRAPHIC SCALE 20 0 10 20 ;11 :11 smill'�iv°s���e �1------ �eia��_®/�l%r%��® plea FIrz.,17,411 �el ®_ia_e'_/rd�/��.®�" d®.f%'1�®.ld�t%%d®.!r �ii/ 0001 lid IF I Pro _- 1VA VA IF FF / �/ PUBLIC/PAP Fri SEWER EASEMENT EASEMENT(KIDTH VARIES) PROPOSED 14.00, PUBLIC S4NITARY__.� _r. 1762r •sem: -�: -s: -s•. 6' WOOD FENCE 6' WOOD FENCE �, ... 1�' 3300 601 e 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 v�;RGINB FS��� #69162PE� DIGITALLY SIGNED RGO CRE 10.too FEOREN EXPIRES: DECEMBER 30, 2021 project title: revisions: date: AUG 5, 2020 drawn by: EJ P designer: RDC project no: 19-453 OPEN SPACE PLAN C2. ■ O W � 00 � LJJ >� Q w Q ZZ z WLU �o = LJJ o No 0, LLJ > w li Q LL U Qz LJJ (L �-V) revisions: date: AUG 5, 2020 drawn by: EJ P designer: RDC project no: 19-453 OPEN SPACE PLAN C2. ■ LEGEND EXISTING CURB —(E)W(E)W— WATER LINE —(E)SD (E)W— STORMWATER LINE �E)G----(E)G— GAS LINE X— SANITARY LINE [>4 NOT uy 3 Ut?' WATER METER WATER VALVE GAS METER WASTEWATER M4NHOLE STORMWATER MANHOLE CATCH BASIN CLEAN OUT CONCRETE DECIDUOUS TREE TRANSFORMER PROPOSED FURNISH AND INSTALL INLET CATCH BASIN. 430 INSTALL CLASS 50 RIP RAP OUTFALL PROTECTION (2'WX2Yu12'D). LINE FENCE X— UNDERSIDE OF RIP RAP WITH GE07EX7ILE FABRIC. 402 FURNISH AND INSTALL DOUBLE CHAMBER CATCH BASIN. STORMWATER PIPE — 403 ® DITCH INLET 8 INSTALL STORMWATER CLEANOUT. DUAL CHAMBER CATCH BASIN • • • • • • STORMWATER TREATMENT FACILITY • • • • 421 FURNISH AND INSTALL 4" STORMWATER PIPE WITH TRACER WIRE AT 1% SS SANITARY PIPE w w WATER LINE I++] z o WATER METER xI WATER VALVE — c c GAS LINE —E E ELECTRIC LINE No CURB CONCRETE BUILDING FOOTPRINT DECK FIRE TURNAROUND STORMWATER CONSTRUCTION NOTES 401 QD FURNISH AND INSTALL INLET CATCH BASIN. 430 INSTALL CLASS 50 RIP RAP OUTFALL PROTECTION (2'WX2Yu12'D). LINE 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 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. irk IIS�fI CAREX 2 I // gJF�g11fm I, aw I M.10, A —M SA 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 V �9 IPRO F�scr�#91621"6N DIGITALLY SIGNED GONe IR SOORERE IO N �NFE C\ � EXPIRES: DECEMBER 30, 2021 project title: Vl O Q W 00 � W >� Q w Q z z o W �IJ W LLJ IY No O W > J W Cd Q ~ z li Qz w - a �- N date: AUGUST 4, 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)GO(E)so— STORMWATER UNE �E)GE)G— GAS UNE —(E)ww(E)ww— SANITARY LINE ® WATER METER D4 WATER VALVE ® GAS METER ® WASTEWATER MANHOLE ® STORMWATER MANHOLE e CATCH BASIN w CLEAN OUT 00 CONCRETE [{D DECIDUOUS TREE 4. CONTRACTOR TO COORDINATE WITH SUB WATER FOR ALL WATER UTILITY TRANSFORMER PROPOSED 200 NEW WATER MAIN CONNECTION TO EXISTING WATER MAIN, LOCATION AND WORK ------)— BY SUB WATER. FENCE —sem—sem HOURS BEFORE EXCAVATION/CONSTRUCTION, STORMWATER PIPE CONNECTION TO WATER MAIN. ® DITCH INLET UTILITY CONNECTIONS AND DEVICES. ® INSTALL WATER WATER METER. WORK DONE BY SUB WATER DUAL CHAMBER CATCH BASIN 00 AND 0.5 FEET FROM ALL OTHER UNDERGROUND UTILITIES. STORMWATER TREATMENT FACILITY FURNISH AND INSTALL NEW 10" WATER MAIN. 4. CONTRACTOR TO COORDINATE WITH SUB WATER FOR ALL WATER UTILITY — ss —W — SANITARY PIPE -w —w— W WATER LINE WATER CONNECTION POINT TO BUILDING FIRE RISER ROOM. ® 209 WATER METER D4 FURNISH AND INSTALL 4" AND 2" REDUCED PRESSURE BACKFLOWS FOR WATER VALVE — a— NEW FIRELINE AND DOMESTIC WATER LINES IN HEATED ABOVE GROUND a— GAS LINE -E —E— 212 ELECTRIC UNE CURB CONCRETE BUILDING FOOTPRINT DECK FIRE TURNAROUND UTILITY NOTES UTILITY CONSTRUCTION NOTES 1. CONTRACTOR TO POTHOLE EXISTING UTILITIES TO VERIFY DEPTH AND SIZE. 200 NEW WATER MAIN CONNECTION TO EXISTING WATER MAIN, LOCATION AND WORK BY SUB WATER. NOTIFY ENGINEER OF ANY DISCREPANCIES OR CONFLICTS AT LEAST 48 HOURS BEFORE EXCAVATION/CONSTRUCTION, 201 CONNECTION TO WATER MAIN. 2. CONTRACTOR TO COORDINATE WITH SUB ELECTRIC FOR ALL ELECTRIC UTILITY CONNECTIONS AND DEVICES. 203 INSTALL WATER WATER METER. WORK DONE BY SUB WATER 3. ELECTRIC VAULT MUST BE 10 FEET FROM TREES AND BUILDING EAVES 00 AND 0.5 FEET FROM ALL OTHER UNDERGROUND UTILITIES. 204 FURNISH AND INSTALL NEW 10" WATER MAIN. 4. CONTRACTOR TO COORDINATE WITH SUB WATER FOR ALL WATER UTILITY CONNECTIONS AND DEVICES. 207 FURNISH AND INSTALL NEW DOMESTIC WATER LINE. Q 208 WATER CONNECTION POINT TO BUILDING. W 08 WATER CONNECTION POINT TO BUILDING FIRE RISER ROOM. 209 FURNISH AND INSTALL NEW CATE VALVE. FURNISH AND INSTALL 4" AND 2" REDUCED PRESSURE BACKFLOWS FOR 21 U NEW FIRELINE AND DOMESTIC WATER LINES IN HEATED ABOVE GROUND BACKFLOW VAULT PER S.U.B. REQUIREMENTS. O 212 FURNISH AND INSTALL 1" REDUCED PRESSURE BACKFLOW FOR NEW IRRIGATION LINE IN HEATED ABOVE GROUND BACKFLOW VAULT PER S.U.B. w/ REQUIREMENTS. Qz 213 FURNISH AND INSTALL NEW FIRE LINE. 214 FURNISH AND INSTALL 3/4" BACKFLOW PREVENTER FOR NEW IRRIGATION LINE PER S.U.B. REQUIREMENTS. FURNISH AND INSTALL 8" WASTEWATER CROSS FITTING AND REDUCERS TO 300 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 ENGINEERING-. 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 ,��RED PROFFS v5 GINya row #69162PE� DIGITALLY SIGNED OREGON, ��EE C\_G�", 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: AUGUST 4, 2020 drawn by: CM designer: cm project no: 19-453 UTI LITY PLAN sheet. C4,0 IRRIGATION CONSTRUCTION NOTES 201 CONNECTION TO WATER MAIN. 203 INSTALL WATER WATER METER. WORK DONE BY SUB WATER 207 FURNISH AND INSTALL NEW DOMESTIC WATER LINE. 217 FURNISH AND INSTALL I" RECUCED PRESSURE BACKFLOW FOR NEW IRRIGATION LINE PER S.U.B. REQUIREMENTS. 214 FURNISH AND INSTALL I" RECUCED PRESSURE BACKFLOW FOR NEW IRRIGATION LINE IN HEATED ABOVE GROUND BACKFLOW VAULT PER S.U.B. REQUIREMENTS. 800 FURNISH AND INSTALL IRRIGATION LINE AND SPRINKLER HEADS PER SCHEDULE, THIS SHEET. 1xi1111►11111, EXISTING SYMBOL MAKE TYPE GPM RADIUS PIPE SIZE © PROPOSED PRO SPRAY 0.69 _ CURB ® HUNTER PRO SPRAY 1,13 8' 1" —)------ HUNTER X— FENCE —(E)w(E)w— WATER LINE © HUNTER STRIP STORMWATER PIPE —(E)50 (F)SD— STORMWATER UNE zz ® W DITCH INLET �E)GE)c— GAS UNE PLUG LLJ CAESPITOSA 99 DUAL CHAMBER CATCH BASIN —(E)ww (E)"— S4NITARY UNE W > J W ® WATER METER PER 2 SQ FT 90 PLUG STORMWATER TREATMENT FACILITY D4 WATER VALVE �— Ln — 55 55 SANITARY PIPE ® GAS METER —w —w— WATER LINE ® WASTEWATER MANHOLE CAREX DENSA ® 90 WATER METER ® STORMWATER MANHOLE Dd WATER VALVE M CATCH BASIN c c G4S LINE t�l CLEAN OUT r r ELECTRIC UNE CURB CONCRETE CONCRETE DECIDUOUS TREE BUILDING FOOTPRINT ® TRANSFORMER DECK FIRE TURNAROUND IRR —IRR — IRRIGARON UNE ® IRRIGATION SPRINKLER HEAD IRRIGATION HEAD SCHEDULE SYMBOL MAKE TYPE GPM RADIUS PIPE SIZE © HUNTER PRO SPRAY 0.69 6' 1" ® HUNTER PRO SPRAY 1,13 8' 1" 1� HUNTER PRO SPRAY 1.84 10' 1" © HUNTER STRIP 0.65 5'x 15' 1. PLANTING SCHEDULE SYMBOL SPECIES DENSITY QUANTITY SIZE 0 CORNUS NUTTALLII OR 1 PER SYMBOL 6 10 GALLON POT Q APPROVED EQUAL W POA PRATENSIS FESTUCA 00 W RUBRA MIX (OR APPROVED 4 LBS PER 15.2 LBS SEED W EQUAL) 1000 SQ FT zz o W DESCHAMPSIA 1 PER 1.5 SQ FT 1030 PLUG LLJ CAESPITOSA 0 W > J W LL JUNCUS PATENS1 PER 2 SQ FT 90 PLUG W d �— Ln CAREX DENSA 1 PER 2 SQ FT 90 PLUG GRAPHIC SCALE 20 0 10 20 40 IN FEET ) 2012 Branch Enaineerina. Inc. Hkanch ENGINEERING-. Since 1971 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.]46.063] www. Branch Eng l nee ring.com Springfield OR I Albany OR GDI16PN2RyPOaE16;169 E69FSr ow DIGITALLY SIGNED OREGON, 'i3 ORE, ION' ��EE C\_G�", ExPiRES: DECEMBER 30, 2021 project title: revisions: date: AUGUST 4, 2020 drawn by: CM designer: cm project no: 19-453 LANDSCAPE PLAN sheet. C416 0 Q W 00 W Q W rn Q zz o W _J WCr_No LLJ 0 W > J W LL w/ z Qz W d �— Ln revisions: date: AUGUST 4, 2020 drawn by: CM designer: cm project no: 19-453 LANDSCAPE PLAN sheet. C416 LEGEND EXISTING CURB (Ow (OW— WATER UNE —(E)SD—(Oso— STORMWATER UNE �EG E)G— GAS LINE —(E)W(E)W— SANITARY LINE xwp WATER METER L>4 WATER VALVE ® GAS METER ® WASTEWATER MANHOLE ® STORMWATER MANHOLE 0 CATCH BASIN tl/ CLEAN OUT DCONCRETE W DECIDUOUS TREE EXIS17NG GRADE �448� PROPOSED if X FENCE STORMWATER PIPE ® DITCH INLET ® DUAL CHAMBER CATCH 64SIN STORMWATER TREATMENT FACILITY — ss ss — SANITARY PIPE -w—w— WATER UNE RM WATER METER o< WATER VALVE GAS UNE f = ELECTRIC UNE CURB CONCRETE BUILDING FOOTPRINT DECK AC:449.00 ASPHALT ELEVATION 449.50 CONCRETE ELEVATION �TC:449.50 TOP OF CURB/ASPHALT ELEVATIONS AC:449.00 W GRADE DIRECTION GRADE BREAK PROPOSED GRADE �449� FIRE TURNAROUND 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. 61 i CONSTRUCT CONCRETE PAVING. 612 CONSTRUCT GRAVEL FIRE TURNAROUND. 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 5���9 INOF�scr V #69162PE DIGITALLY SIGNED GONe P SOORERE IO N �NFE C\Js � EKPiRES: DECEMBER 30, 2021 project title: V 1 O Q W 00 � W >� Q w Q z z o W �IJ W LLJ 12:� No O W > J W Cd Q ~ z li Qz w — a �- Ln date: AUGUST 4, 2020 drawn by: GM designer GM project no: 19-453 GRADING AND PAVING PLAN sheet C5,0 FIXTURE " FIXTURE "E" =e 4o 127 ►21 Itkllf,,l•24 •44 •40 FIXTURE "D" FIXTURE "D" FIXTURE "E" FIXTURE "D" D plkn 00 00 0 AW I Mai Mn WxM n AVgMSn % % % oo } 10.3k 15.0k Location I N/A I N/A W Aim Na. Labtl o a�?a. 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Labtl X V Z MH Ommiation Til X V Z 2 A 228970.90 10]852.]0 12.00 12.00 270.00 0.00 228970.90 107852.78 0.00 3 D 229188.90 107853.211 10.00 10.00 270.00 0.00 229168.90 107853.211 0.00 6 D 229266.90 107650.80 10.00 10.00 90.00 0.00 229286.90 107650.80 0.00 11 D 229116.50 107653.70 12.00 12.00 150.00 0.00 229116.50 107653.70 0.00 12 D 229072.20 107654.40 10.00 10.00 90.00 0.00 229072.20 107654.40 0.00 2 E 229238.40 107842.90 10.00 10.00 150.00 0.00 228238.40 107842.90 0.00 3 E 229185.30 107642.50 10.00 10.00 150.00 0.00 229185.30 107842.50 0.00 4 E 229030.80 1076Q.00 10.00 10.00 150.00 0.00 229030.50 107843.00 0.00 5 E 229003.80 10]fi42.50 10.00 10.00 150.00 0.00 229003.50 10]842.50 0.00 8 E 229057.&1 107642.50 10.00 10.00 150.00 0.00 22805].50 10]842.50 0.00 7 1 E 1229211.80 1107642.0 110.00 110.00 1 150.00 10.00 IME211.80 1107641.90 0.00 Statistics D plkn Symbol AW I Mai Mn WxM n AVgMSn ak Zorw Ni } 10.3k 15.0k 10.0k I N/A I N/A 0 SAnbd Y i 5U A i_ QuantityManuhduer Schedule SAnbd Labtl QuantityManuhduer Caeilog Number DeaMptlan Mantlng Numba Fllename Lune m Per Ugbt Lma Wattage W spa �p F.Nr 1 UMania Ughdng ESX1 LED P1 WK R5 EGN RV Ar. 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Branch Eng i nee ring.com Springfield OR I Albany OR �;*791199pi�X FD C DIGITALLY SIGNED �q� ORORE'GGN O ��NPcP 6L N EXPIRES: JUNE 30, 2021 project title: Vl O Q W 00 � W Q w rn Q zz o W �IJ Wcc� LLJ No O W > J W 62 Q ULLz ~ z li Qz� w a �- N date: AUG S, 2020 drawn by: DNH- designer: DNH project no: 1 9-45 3 ONSITE LIGHTING AND PHOTOM ETRICS sheet T 1.0 T 7 7 7 12'.0' 6.0' IT -0' IT. R" 5'.10' 14'.4Y' DINING ly____ BEDROOM O # UU # BEDROOM # # N # BEDROOM O x # # J KITCHEN 1p � 4 U z COATS e CLOSET CLOSET ®' # O p ❑CLOSET S f+ = a D LIVING # - '^ STAIR # II ❑ M O� AUNDRY OAY W CLOSET Z Vi O ❑ ---- KITCHEN --- -__ -- BEDROOM Q * HCl # LIVING r STAIR # J # o I ? KITCHEN BATH 0 p'0 DINING LIVING # BALCONY •,3, # Y 1 BEDROOM 2 BEDROOM 2 BEDROOM I BATH IBATH IBATH 630 GROSS SF LIVEABLE 945 GROSS SF LIVEABLE 874 GROSS SF LIVEABLE N BUILDING 1 Q 2ND & 3RD FLOOR PLAN 0. T 4 8 1/8" -1'.0" v O v IBATH 630 GROSS SF LIVEABLE N BUILDING 1 Q. 1ST FLOOR PLAN 2 g 1/8" = 1'-0" v I 3000 LL] LL Q 00 Z o J w 3w 0 LL W � QV) CI- F--- - I A Lu �, Lu Lu W 773 ^ < � 7� QZ 0Q 3Lu 2 zLo 00 SO Q CHECK SET THIS DRAWING IS PRELIMINARY AND INCOMPLETE NOT TO BE USED FOR ESTIMATING OR CONSTRUCTION S�ER4R INSPIRED •ARM HITEMTURE. M" WllamAh al, ah 250 Eug.m, Ongen 91101 007f:".mm 541.517.3737 CURRENT REVISION PREVIOUS 4 REVISIONS, (T6 Shaer Only) FLOOR PLANS BUILDING 1 PROJECT # 202002 DRAWN PLM /SMH CHECKED Q DATE /\08.13\.2020 /2 SHEET \i U Capy,M 2020, Q SM.ry- 60-1 ArtMMum, LLC T T 7 7 10'.IY.' TX 9'.8:' 101.3e 6'.3k' IT -0' 6.0' 12'.0' 20.0' O- - BEDROOM BEDROO - - CO#A®T *IBTECpDHREONO_ M B\E\yDROO- [R❑ ## poZ x# ITCHEN p O u�1 COATS CLOSETCLOSET #LAUNDRY 1' ❑ 0DLVNITNNG # ATH RG STAIR TAIR DINING Z. F5ATH�L�0 STAIR jo# U ID G BEDROOM O # Q f # Q Y ii N --11, LIVING < E BATH --4� -ED # Or1ri# BALCONY IIL=N DINING LIVING 0 Y # # # 2 3 BEDROOM 2 BATH 1,102 GROSS SF LIVEABLE 2 BEDROOM I BATH 945 GROSS SF LIVEABLE O (BEDROOM I BATH 630 GROSS SF LIVEABLE Oe N BUILDING 2 Q2 2ND & 3RD FLOOR PLAN 0. T 1/a" .1•.0" 7 0 0 1BATH 630 GROSS SF LIVEABLE N BUILDING 2 Q 1ST FLOOR PLAN 1/8" = 1'-0" v I 3 00 O V) V Q 00 Z LL] Ow ILLv Z V /1^fes �V Lu LL] 2 Lu W �� <� 3 QZ OLu� 3� ry z00 Q CHECK SET THIS DRAWING IS PRELIMINARY AND INCOMPLETE NOT TO BE USED FOR ESTIMATING OR CONSTRUCTION S�ER4R INSPIRED •ARM HITEMTURE. M" Wllamdk al, ,k 250 E." Ongen 91101 007f:".mm 541-517.3737 CURRENT REVISION PREVIOUS 4 REVISIONS, (T6 Ska Only) FLOOR PLANS BUILDING 2 PROJECT # 202002 DRAWN PLM /SMH CHECKED Q DATE 0\/&\13.2020 (\� SHEET `i 2 (J Capy,M 2020,Q SM,y-60,m ArcWk f,m, LLC C C l ro re e I OA B C D N "TOWNHOUSE 3RD FLOOR PLAN 4 v �- 1/6" .1•.0" 9'.0• 51.01 4'.0• I____I_IA_NT-_RV_I l rONW36O IC'_� ___I ___-__T ---------O ___ __ j KITCHEN KITCHEN 4 -ON i STORAGE UTILITY STORAGE UTILITY rILITV ^ STORAGE UTILITY# # # # ANTRVPANTRY COATS COATS COATS DINING DINING # DINING # OO -= II W GARAGE _ GARAGE O KITCHEN 3'9" 3'6" GARAGE # I I I # I I I I I D LIG LIG LIVING COATS COATS COATS # # # ENTRY ENTRY ENTRY C E I # # # O- - - - - - - lJ ❑ b _ _ _ _ _ _ _ _ �J :o ir-w b'.8'4' 11.3v V -8a' 6'.8Y' B1.3a• 798 GROSS SF 774 GROSS SF 798 GROSS SF IB'.0' 18'.0' 181.0' 54.0' 707 GROSS SF 683 GROSS SF 707 GROSS SF 1489 GROSS SF . NOT 1483 GROSS SF . NOT 1489 GROSS SF . NOT INCLUDING GROUND INCLUDING GROUND INCLUDING GROUND A B C D A FLOOR B FLOOR C FLOOR D N TOWNHOUSE N TOWNHOUSE Q3 2ND FLOOR PLAN Q0 2 4 8 spom Q3 1ST FLOOR PLAN d 2 300 O W V - D Q 00 Z o w 3w O LL W Z Q V) Z`n L Li L1J 2 Lu LL] 3 Lr) !Q z 0Q 3Lu 2 zLo 00O CHECK SET THIS DRAWING IS PRELIMINARY AND INCOMPLETE NOT TO BE USED FOR ESTIMATING OR CONSTRUCTION S�ER4R INSPIRED •ARCHITE(STURE. M" Wllamdk al, ,k 250 E." 06A.9I101 ry.mm 541-517.3737 CURRENT REVISION PREVIOUS 4 REVISIONS, (T6 Shaer Only) FLOOR PLANS TOWNHOUSES PROJECT # 202002 DRAWN PLM /SMH CHECKED Q DATE 00&113.2020 /\ SHEET \i U Capy,M 2020, 0 SM.ry- 600 ArtMMum, LLC I2'.o• s.o• o PATIO PATIO PATIO Y ^ ROOM # # F� ROOM BATN# ## EDROO A n L� LJ LJ N _ LOSET li a x to LOSET u # Q x SET li a Do Zx LO # _ rjIIT D o Zx _ _ LOSET ❑ # W o SET ZSET • 6`.3' 3.0K• 1 N DROO DROO BEDR M - # # # A AT - a # # a b DECK DECK K Y # # 6'.4Y' 691 GROSS SF 691 GROSS SF I OA B C D N "TOWNHOUSE 3RD FLOOR PLAN 4 v �- 1/6" .1•.0" 9'.0• 51.01 4'.0• I____I_IA_NT-_RV_I l rONW36O IC'_� ___I ___-__T ---------O ___ __ j KITCHEN KITCHEN 4 -ON i STORAGE UTILITY STORAGE UTILITY rILITV ^ STORAGE UTILITY# # # # ANTRVPANTRY COATS COATS COATS DINING DINING # DINING # OO -= II W GARAGE _ GARAGE O KITCHEN 3'9" 3'6" GARAGE # I I I # I I I I I D LIG LIG LIVING COATS COATS COATS # # # ENTRY ENTRY ENTRY C E I # # # O- - - - - - - lJ ❑ b _ _ _ _ _ _ _ _ �J :o ir-w b'.8'4' 11.3v V -8a' 6'.8Y' B1.3a• 798 GROSS SF 774 GROSS SF 798 GROSS SF IB'.0' 18'.0' 181.0' 54.0' 707 GROSS SF 683 GROSS SF 707 GROSS SF 1489 GROSS SF . NOT 1483 GROSS SF . NOT 1489 GROSS SF . NOT INCLUDING GROUND INCLUDING GROUND INCLUDING GROUND A B C D A FLOOR B FLOOR C FLOOR D N TOWNHOUSE N TOWNHOUSE Q3 2ND FLOOR PLAN Q0 2 4 8 spom Q3 1ST FLOOR PLAN d 2 300 O W V - D Q 00 Z o w 3w O LL W Z Q V) Z`n L Li L1J 2 Lu LL] 3 Lr) !Q z 0Q 3Lu 2 zLo 00O CHECK SET THIS DRAWING IS PRELIMINARY AND INCOMPLETE NOT TO BE USED FOR ESTIMATING OR CONSTRUCTION S�ER4R INSPIRED •ARCHITE(STURE. M" Wllamdk al, ,k 250 E." 06A.9I101 ry.mm 541-517.3737 CURRENT REVISION PREVIOUS 4 REVISIONS, (T6 Shaer Only) FLOOR PLANS TOWNHOUSES PROJECT # 202002 DRAWN PLM /SMH CHECKED Q DATE 00&113.2020 /\ SHEET \i U Capy,M 2020, 0 SM.ry- 600 ArtMMum, LLC n 35'.4' 0 HIGHEST POINT O n 3a.3' 4 TOP OF PLATE n 28'.6' _ 4 TOP OF PLATE n 27.3• _ 0TOP OF PLATE n 20!-6- "'FINISH 0'.6•yFINISH FLOOR 4 FINISH FLOOR n 0'.0• _ 0 FINISH FLOOR Q4 BUILDING 1 - WEST ELEVATION 1/8" -1 0" n 35'.4' y HIGHEST POINT OF ROOF 30"- ROOF HEIGHT 2 TOP OF PLATE _ !y 28'.6' 4 TOP OF PLATE _ n 2T.3' u 0TOP OF PLATE - n20'.b' _ _ 4 FINISH FLOOR n la.b y FINISH FLOOR n 0'.a 4 FINISH FLOOR a. BUILDING 1 - EAST ELEVATION 1/8" - I' 0" q'.4• ROOF HEIGHT 6.6• _ TOP OF MASONRY a.0• 0 FINISH FLOOR STEEL FRAME ROOF W/ _ C STANDING SEAMq'4• ROOF HEIGHT 0TOP OF PLATE METAL ROOF �. � 6 OF M • . 02FFN-ISH FLOOR I♦_____ 20'.6' u PAINTED STEEL - EIEEMMMEE COLUMNS SUPPORT O EMEMMEM b0 ROOF 6.6• EMEMMEM ro 10'.6• FINISH FLOOR _ 0TOP OF MASONRY x k i PAINTED STEEL DOORS CMU WALLS TYP. a.0• - 6 PAINTED STEEL _ 0 FINISH FLOOR BOLLARDS TYP. WEST ELEVATION C!4 TRASH ENCLOSURE 1/4" = 1'.0" SOUTH ELEVATION a. TRASH ENCLOSURE PRE -FINISHED CEMENT BOARD SIDING, NICHIHA VINTAGE WOOD MEMBRANE ROOFING SYSTEM TYP. W/ 2X6 CEDAR FASCIA. HARDI PLANK CEMENTBOARD SIDING, PAINTED PAINTED INSULATED HOLLOW METAL DOOR, TYP. HARDI PLANK CEMENTBOARD SIDING, PAINTED THERMALLY BROKEN, LOW -E, INSULATED ALUMINUM FRAME WINDOWS TYP. PREFABRICATED POWDER COATED STEEL STAIR SYSTEM, WITH PRECAST CONCRETE TREADS. TYP. HARDI-PANEL SIDING, PAINTED 3a.3' _ TOP OF PLATE 28'.6' TOP OF PLATE C 27.3' 0TOP OF PLATE ' �. � 6 OF M • . 02FFN-ISH FLOOR I♦_____ 20'.6' u FINISH FLOOR - EIEEMMMEE EMEMMEM O EMEMMEM b0 EMEMMEM EIEEMMMEE EMEMMEM ro 10'.6• FINISH FLOOR x k i FINISH FLOOR 12 1.5 F n a. BUILDING 1 - SOUTH ELEVATION I/811=11.011 35'.4' HIGHEST POINT OF ROO 30'.3• _ 0TOP OF PLATE ,28'.6' TOP OF PLATE 27.3' TOP OF PLATE 2a.b' _ _ FINISH FLOOR q'.6• O FINISH FLOOR a.o FINISH FLOOR 2 1.5 C14 BUILDING 1 - NORTH ELEVATION ROOq'.4' _ nla.4' _ F HEIGHT 4 ROOF HEIGHT •' • • • • • ' �. � 6 OF M • . 02FFN-ISH FLOOR I♦_____ EIEEMMMEE EMEMMEM EIEEMMMEE EMEMMEM EIEEMMMEE EMEMMEM EIEEMMMEE EMEMMEM RaRaRaRaRaRaR�Ra EAST ELEVATION 2 4a. TRASH ENCLOSURE a f t z PIONEER - 1/4" = 1'.0" EAST ELEVATION G14 TRASH ENCLOSURE 0. 11 T 1/4" = 1'.0.. � I 300 O V) V D Q 00 Z J LL] 3w LL O 57 F--- ('9 W Z QV) �0:� Z V � Lu W LuW Q 3 QZ O Lu 3� R. L •+ I 00 � I V CHECK SET THIS DRAWING IS PRELIMINARY AND INCOMPLETE NOT TO BE USED FOR ESTIMATING OR CONSTRUCTION S�ER4R INSPIRED •ARdHITE(STURE. M" Wllamdk al,'k 250 E." Ongen 91101 007f:".mm 541-517.3737 CURRENT REVISION PREVIOUS 4 REVISIONS, (T6 Ska Only) ELEVATIONS BUILDING 1 PROJECT# 202002 DRAWN PLM /SMH CHECKED Q DATE 08.13.2020 SHEET Q4 (J Capy,M 2020, 0 SM,y- 60,m ArcWk f.,, LLC 35'.4' HIGHEST POINT OF ROOF 30'.3' TOPOF PLATE 28'.6' 'VTOP OF PLATE 27'.3' TOP OF PLATE 20'.6' FINISH FLOOR ,10'.6' 4 FINISH FLOOR 0'.0' 0 FINISH FLOOR m 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. PREFABRICATED POWDER COATED STEEL STAIR SYSTEM, WITH PRECAST CONCRETE TREADS. TYP. HARDI-PANEL SIDING, PAINTED PAINTED INSULATED HOLLOW METAL DOOR, TYP. BUILDING 2 - WEST ELEVATION � 4 1/8" = 1'.0" 35'.4' HIGHEST POINT OF ROOF 30'.3' TOPOF PLATE 28'.6' TOP OF PLATE 27'.i OTOP OF PLATE p'.6' 0 FINISH FLOOR q'.6' FINISH FLOOR 0'.0' 0 FINISH FLOOR G35 BUILDING 2 - EAST ELEVATION 2 >s 35'.4' 30'.3' TOPOF PLATE C C h 28'.6' _ 4 TOP OF PLATE p h 2r 3' 4 TOP OF PLATE 20'.6' u FINISH FLOOR - f 0 o O r O 'VFINISHFLOOR x >2 E n h 0.0' 4 FINISH FLOOR 12 1.5 G35 BUILDING 2 - SOUTH ELEVATION 1/81 = 11.011 —�-- 35'.4' 0 HIGHEST POINT OF ROOF 30'.3' TOPOF PLATE , 28'.6' 4 TOP OF PLATE 2T.3' TOPOF PLATE 20'.6' O FINISH FLOOR _ _ ,10'.6' 4 FINISH FLOOR 0.0' 4 FINISH FLOOR 12 1.5 Q45 BUILDING 2- NORTH ELEVATION d T 4 a v I 300 O LL]��V//` D I d� Q 00 Z J LL] 3w O LL W Z Q ' )c /�- Z V LuI— L1J Lu Lil Q c~ 3 QZ OLu� 3� ry zLin 00Q CHECK SET THIS DRAWING IS PRELIMINARY AND INCOMPLETE NOT TO BE USED FOR ESTIMATING OR CONSTRUCTION S�ER4R INSPIRED • ARdHITE(STURE. M" Wllamdk al,'k 250 E." Ongen 91101 0077: .m 541-517.3737 CURRENT REVISION PREVIOUS 4 REVISIONS, (T6 Shaer Only) ELEVATIONS BUILDING 2 PROJECT# 202002 DRAWN PLM /SMH CHECKED Q DATE 0&13.2020 SHEET Q5 © Cepy,M 2020, 0 SM,q 60-1 ArtMMum, LLC 37'.1• 4 HIGHEST POINT OF ROOFI L 33'.0• TOP OF PLATE 32'.0' TOP OF PARAPET ,21'.0• FINISH FLOOR ,10•.6' FINISH FLOOR '0--o- "P 0'.tlV FINISH FLOOR TOWNHOUSES - NORTH ELEVATION 1/8" = 11.0" 37'.1' HIGHEST POINT OF ROOF I 33'.0' OTOP OF PLATE — — 32'.0' TOP OF PARAPET , 21'.0' 4 FINISH FLOOR 0'.6• 0 FINISH FLOOR 0.0 0 FINISH FLOOR 12 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 PREFABRICATED POWDER COATED STEEL RAILINGS TYP HARDI PLANK CEMENTBOARD SIDING, PAINTED THERMALLY BROKEN, LOW -E, INSULATED ALUMINUM FRAME WINDOWS & 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. 37•.P HIGHEST POINT OF ROOF F 33'.0' _ 4 TOP OF PLATE 32'.0' _ 4 TOP OF PARAPET , 2L0• y FINISH FLOOR Ap''6. "'FINISH FLOOR FINISH FLOOR Q6 TOWNHOUSES - WEST ELEVATION 1/8" = 1'.0" 37'.1• HIGHEST POINT OF ROOF I I 33'.0• TOP OF PLATE 32'.0' TOS P OF PARPARAPET , 4 FINISH FLOOR OH 4 FINISH FLOOR 0'.0• 4 FINISH FLOOR TOWNHOUSES - EAST ELEVATION 1/8" = 1'.0" � I 300 O W 0% D Q 00 Z J LL] 3w 57 OLL F--- ('9 W Z Q ' ^ ��/� Z V � w� LL] 2 Lu W ck� 3 Qz O Lu 3� jar' z IIS 00� V CHECK SET THIS DRAWING IS PRELIMINARY AND INCOMPLETE NOT TO BE USED FOR ESTIMATING OR CONSTRUCTION S�ER4R INSPIRED •ARM HITEMTURE. M" Wllamdk al,'k 250 E." Ongen 91101 007f:".mm 541-517.3737 CURRENT REVISION PREVIOUS 4 REVISIONS, (T6 Ska OnF ELEVATIONS TOWNHOUSES PROJECT# 202002 DRAWN PLM /SMH CHECKED Q DATE 08.13.2020 SHEET Q6 (J Capy,M 2020, 0 SM•y- 60,m ArcWk f.,, LLC