The URL can be used to link to this page

Home My WebLink AboutPlans Applicant 9/14/2023525 MILL STREET SCHOOL LLC 525 MILL STREET SPRINGFIELD, OREGON Tax Map: 17-03-35-23 Lot: 04503 4 ^ts f rf - gf I jj t rn AT ' fi.' 1 ,-a VVEST EAST STREET et: �{ ..� r. ;jT m 0 I 0 yl, , T ;,, M. t.>$ m m r :,74 D WEST D STREETT m >f ANIft . Iy I 't 71 y VICINITY MAP 7F w; t,� r t IS k� �T� T =" , Al AMOS- PROJECT SITE SCHEDULE OF DRAWINGS L1.0 COVER SHEET L2.0 EXISTING CONDITIONS PLAN L3.0 SITE PLAN L4.0 LAYOUT PLAN L5.0 GRADING PLAN L6.0 SITE LIGHTING PLAN L7.0 LANDSCAPE PLAN DESIGN TEAM MEMBERS OWNER/APPLICANT 525 MILL STREET SCHOOL, LLC 125 REMOUNT RD, SUITE C-1, PMB 5012 CHARLOTTE, NC 28203 (541) 915 - 4062 CONTACT: BEN BAZER ben@redcedarco.com LAND USE PLANNER THE SATRE GROUP LAND USE PLANNERS, LANDSCAPE ARCHITECTS & ENVIRONMENTAL SPECIALISTS 375 WEST 4TH, SUITE 201 EUGENE OREGON 97401 (541) 686-4540 CONTACT: RICK SATRE, ASLA AICP rick@satregroup.com LANDSCAPE ARCHITECT THE SATRE GROUP LAND USE PLANNERS, LANDSCAPE ARCHITECTS & ENVIRONMENTAL SPECIALISTS 375 WEST 4TH, SUITE 201 EUGENE, OREGON 97401 (541) 686-4540 CONTACT: JOHN ANDERSON johna@satregroup.com ARCHITECT CAMPFIRE COLLABORATIVE 341 MAIN STREET SPRINGFIELD, OR 97477 (541) 914-0334 CONTACT: JENNA L. FRIBLEY jenna@campfirelab.com CIVIL ENGINEER BRANCH ENGINEERING 310 FIFTH STREET SPRINGFIELD, OR 97477 (541) 746-0637 CONTACT: NATHAN PATTERSON,PE nathanp@branchengineering.com.com SURVEYOR BRANCH ENGINEERING 310 FIFTH STREET SPRINGFIELD, OR 97477 (541) 746-0637 CONTACT: DAN NELSON, PE dann@branchengineering.com.com LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 09-13-2023 + 4AYMSCAP€ARCHITECTS + _'- o �000�p _way 12. M. of aoos 0w o uw O ' m EC W LL �O -0w Odi0.5~-' W V U yoian aacqm sW W $ C pF=oc=o D aNa o "ap`�wz M a 4OZ STt4� 10 r JO SON ON w 8-13-19 Lu Lu ~ w Lu V/ O w w W J w O J m > �w C J (7 O z z U N "m Remm. # Dale D crptim 3 s m B C Y 4 D u O L1.0 1 + LAMOSCAPE ARCHITECTS + z z� WELLHEAD PROTECTION AREAS MAP EXCERPT MAP AND TAXLOT MAP W. 17-03-3523 I r an uuFj NTAX N.T.S. PROJECT S IT E LOT: 04503 (1.12 ACRES) ao� 'so s ZONING: R-3 (HIGH DENSITY RESIDENTIAL) 1 W w ¢ r -y ¢¢6Fa NOTES O3Q K ui a o16¢ip(e CRUE 66.00 R.O.W. y R wZI 1. THIS SHEET SHOWS EXISTING CONDCURRENT SITE. SURVEY PROVIDED BY as t3 =o lr �OZST'4 4' � BRANCH ENGINEERING. KO 40 PAVEMENT 8-13-19 `SPE ARG M '® O 2. ALL DISTANCES SHOWN ARE IN FEET. WIDTH Fee 3. VICINITY MAP PROVIDED ON SHEETL1.0. �11 2�(E)W (E)W (E)W(E)W—(E)WL_(E)W(E)W�(E)W(E)W(E)W—(E)N (E)W(E)N (E) E)W (E)W (E)W (E)Y—(E)W (E)W (E)IN (E)W (E)W (E)N (E)W (E)W—(E)WL 0 'D'ST TRANSIT FACILITIES U w UJ _ O Z fn w L K J w O D J 9 EXISTING TRANSIT FACILITIES: j, \ ------ 1 (D Lc) lf) g z LU N a ' • THE NEAREST PUBLIC TRANSIT SERVICE IS THE LANE TRANSIT DISTRICT BUS LINE FAST OF THE t \ 0' 10' 2f 1' Blnnd O SIDE ON PIONEER PARKWAY, LESS THAN A Y4 OF A MILE. THE ROUTE IS AN EMX BUS LINE, VW ICH IS # Dale Desorption O \ \ ■ ■ O O • AMAJOR BUS LINE THAT CONNECTS TO THE EASTWEST BMX LNEANDONTO SPRINGFIELDAND m w Pork EUGENE. ___'3041 AUTOMOBILEPARKING BIKE PARKING —.t4 -/.t DECIDUODECIDUOU " S I " DECIDUOUS 4,�f .f . A ■ Lr 3mJ p. • . � _� .e . •_: .a� ',. . 9rFJG .: n -.- -- '� .. a "� , • r V iP.' „nn, • EXISTING VEHICLE PARKING:EXISTING BIKE PARKING: 0PROVIDED0 . .. ."p' ....: .. p. ea pr- � - ■.I_, •_: /"i �4 ' 2.. . T+�- 53 20.04 ./ r CHAIN LINK FENCE Z LEGEND 00MPAC 22_ REGULAR ��(E)SD / /�.. 7477_�s8q-5 C N is q L q ADA o n` /.' • rFO -- _ L a Contaminant Source Inventory (Existing) Wr,I, SITES] TOTAL 22 1 1 / / /./ / y� � �oEDv°_ lPotanten + Supertund Sites + Environmental CleanupSites Time of Travel Zones 1 I — -= Discharge Facilities 11 SOILS \\_ A Petroleum Releases J 1 -Year TOT Q Toxic Releases 2 years MALABON-URBAN LAND COMPLEX WELL DRAINED (0.2D -O.57 IN PER HOUR) W +1 Q o / �� J05, Spills r. 5 years Hazardous Materials Incidents DEPTH TO WATER TABLE: MORE THAN 80 INCHES Sx / I _^ 10 years SITE ASSESSMENT OF EXISTING CONDITIONS 11 \ 0'3; / SFJ 0g • Underground Storage Tanks • Leaking Underground Storage Tanks O 20 years - Underground Storage Tank Cleanups Zone of Concentration (99 r 70T) I / yAIENT • TH I /// CHAIN LINK FENCE I RIM= 45( -f-' ■ Registered Hazardous Waste Generators 5-99 combined ZOC 1. PREPARED BY AN OREGON LICENSED ARCHITECT, LANDSCAPE ARCHITECT. I C-� • Hazardous Materials Handlers PLAN REVIEWED BY A LICENSED LANDSCAPE ARCHITECT. 1 , I ■ Solid Waste Facilities I :� n 10-99 combined ZOC 2. VICINITY MAP F,71 20-99 combined ZOC • SEE SHEET L1.0 FOR VICINITY MAP. 3. THE NAME, LOCATION AND DIMENSIONS OF ALL EXISTING SITE FEATURES INCLUDING I —� BUILDINGS, CURB CUTS, PLANTING, AND IMPERVIOUS SURFACE AREAS, ARE CLEARLY INDICATED. WATER QUALITY LIMITED E)Gs.1 3 1 / I— WATERCOURSES MAP EXCERPT 4. THE TIME OF TRAVEL ZONES, AS SPECIFIED IN SDC 3.3-200 AND DELINEATED ON THE WELLHEAD PROTECTION AREAS MAP ON FILE IN THE DEVELOPMENT SERVICES DEPARTMENT. "N.T.S. PROJECT SITE (AB)7 • PROJECT SITE IS LOCATED IN 1% FLOOD HAZARD ZONE. LEGEND CB RIM= 450.42 42' DECIDUOUS \ J \ TL 4503 I ITL 4500 PROPERTY LINE El ADJACENT PROPERTY LINE m (AB)SD EXISTING STORM DRAIN I uJl �I (E)OHW EXISTING OVERHEAD POWER LINE w • i 17-03-35-23-04500 (E)W EXISTING WATER LINE 1 36" DECIDUOUS v nIAB � PL EXISTING SEWER LINE ("'"A' 2.23 ACRES ISLAN�PARKSLOUGH sANMH `RIM= 457.10 I EXISTING SIDEWALK I z' �SD MH I •: /l RIM= 451.41 I 1 Crrli. - 11 \ / HALL EXISTING TREES i1 I 'FLAG POLE / LEGEND m\ill Water Quality Limited Watercourses(WQLW) ® Springfield Riparian Resource areas 1 1 I 1 11 •� 1 1Tributary _ to Water Quality Limited Watercourse (<1000crs7 //// Other Identified Natural Resourm Areas l 1 \ !!! ` Slte Plan Review Par Property within 100' Springfield Local Wetimchinventory Conidor-50' I \ LAWN— atei Quality Watercourse (15000cfs1 other Identified Wetlands Water �s••� Wateran Revs JZ Site Plan Review for Property Iso' \ \ wfaed within Ripa nen Conidor-5p F• Designated Floodplain 17-03-35-23-04503War \ nrte::edonime,wy r, zoi9 vewif �Pnesse b1000c(sl R-3 I She Pimd openy within 150' noodplain 1.12 ACRES Riparian Corridor -75' rinndway FEMA FLOOD INSURANCE RATE MAP EXCERPT UAWKT \ N.T.S. PROJECT SITE 1 w �\ \ I Ce \ 1 vvv AA \ RIM= 449.41 �12" FL=44825 (5) 1L4IliIu.tCB ► . RIM= 447.17 12FL=445.35 (SW) \\ 89'62'51V 168.87 _ _ _ --—WW �• ��.•. ..•-R, 9O ---O'r(E)0 _ rn..� i •. ... w a"p. v : . .. . ` OHW— gc�t I''''�' E T (�E)WW ti\ .: -. •. p, � MH 'd. .' RIM= 449.65 12" FL (N) ,t� ,- 1 � )WW (E)WW ( WWF T �c'E � (E)WW� (E)WW (EYA94'---(E)WW� WWW (E)WW��nJ n 12 FL (W) WW MH w • •II� RIM= 44751 44 2—(AB)SD— (E SD (E)SD (E)SD (E)SD (E)SD (E)SD (E)SD (E)SD (E)SD (E)SD (E)SD E)SD —(E)SD (E)SD 12" FL - (E) 20" FL=440.13 (N) ` 20" FL=440.79 (S) mCB I RIM= 448.52 AREA OF MINIMALR •DILV_ARD \� SD MH l w 12" FL=446.09 (S) \ i zuuse 41ITY OFS GFIEL•D RIM= 448.04 24" FL (W) \ 24" FL (E) 36' PAVEMENT WIDTH e y� - - LAND USE FL000waY REVIEW SET ss.Da R GOOD 1 1 Fs`w5 ti THIS DRAWING IS 1 1 6 _ NOT FOR CONSTRUCTION SITE IS LOCATED IN ZONE X. ZONE X SHOWS 1% ANNUAL CHANCE FLOOD HAZARD FOR 09-13-2023 FUTURE CONDITIONS. + LAMOSCAPE ARCHITECTS + z z� 8 onus, r an uuFj 12 ao� 'so s m oow w W w ¢ r -y ¢¢6Fa W in in U O3Q K ui a o16¢ip(e CRUE tz y .¢ W S N an as t3 =o �OZST'4 4' C JO EO•I KO w 8-13-19 `SPE ARG U) 0 Fee F3 0 U w UJ O Z fn w L K J w O J 9 � w c C (D (D Lc) lf) g z LU N a �a1 SCALE 1"= 20' - 0" 0' 10' 2f 1' 40' Revisions # Dale Desorption 3 s ra 45 8 as IS as Z m no V V S C N is q L q O N n` o u o L a LII 60.00 R.O.W. 40' PAVEMENT WIDTH v P(E)SO — r66.00 e-o.w� — + 40' PAVhMINI MOTH JPROPOSED MILL STREET IMPR V ENTS- LINE WORK PROVIDED BY THE CIF E STREET (URBAN COLLECTOR) SPRINGFIELD EXISTING CURB CU09E REMOVED o \ EXISTING CURB EXISTING STREET TREES NEW CURB R40CATE SECOND CURB CUT TO ALIGN WITH 160 L.F./ 18' = 8 PARALLEL SPACES CUT TO REMAIN - 2 TO REMAIN EAgTERN DRIVvFF,,®JAY PARKING IMPROVEMENTS AVAILABLE ON E STREET \ - 1 TO BE REMOVED EATRN IECIDUOU " DECIDUOUS - " DECI 0 \ MAINTAIN EXISTING SIDEWALK w _a 4. 10'STRUCTURE SETBACK SLIDE ATE 3 420 ® ® • IN LINK FENCE �• 5' RKING SET AC StroE GAT TIE PROPOSED FENCE TO EXISTI FENCE • r�0y$ / NOI TE. DUMPSTER/ RECYCLE ENCLSURE V N E RA CROSSES PROPERTY LINE- SHARE IAN E \ / / I ACCESS EASEMENT REQUIRED o FLUSH CONDITION SECURITY FENCE �OJ2 Qy� / CROSSWALK STRIPING PARKING CROSSES EXISTING PRO ERTY LINE -ACCESS EASEMENT REQUIR D sit' • 5 PB `^ .5 I FLUSH CON DITIOOW STORM / LAWN oLx A6"' _ - CHAM LMK FENCE WATER TO DRAINAS�7EISW9WIG '.l PB RIM= 447.51 12" FL=441.04 (E) 20" FL=440.13 (N) 20" FL=440.79 (S) (Sw) PB m 10r 1A 11 -1 L TL ._ pl� PB h ` .46 ry NI �I STREET TRIES AND STREET LIGHTS PART OF TH STREETPROJECT \ ~ OUTDOOR USE SPACE STREET PROJECT - BIKE PATH AT w ° SIDEWALK ELEVATION y \ DECORATIVE PAVING / \ FENCE LIMITS FLEXIBLE / DEPENDING ON FUNCTION OF OPEN SPA —(AB)SD-1 SD MH J \ RIM= 448.04 24" FL (W) 24" FL (E) POTENTIA , PED GATE UNK KT ./ 18'= 6 `PARALLEL �SPACES E (E)SD (E)SD — � VTI RCCI (E)SD D STREET (LOCAL ROAD) PROPOSED MILL STREET IMPROVEMENTS - LINE WORK PROVIDED BY THE CITY OF SPRINGFIELD _(E)SD— (E)SD (E)SD - EXITING CURB CUT CB r1A`NTAIN EXISTING SIDEWALKRIM= 448.52 12" FL=446.09 (S) pyr CURB CONDITION- IN TREE ISLANDS 6 EXISTING DRAIN INLET CAPTURES PI FROM BOTH PROPERTIES. THE PIPE TL 4500 BACK TO THE SCHOOL SITE. SAW CUT EXISTING ASPHALT AT NEW CONCRETE 10 Ll POTENTIAL CONNECTION POINT FOR DUMPSTER DRAIN w MAINTAIN EXISTING PARKING LOT LIGHT MAINTAIN EXISTING LANDING/ RAMP EXISTING STAIRS TO REMAIN TIEITO EXISTING r CD FENCE/ GATE y RIM= 449.41 / 12" FL=448.25 (S) r EXISTING RO l (E)WW -(E)SD I(E)SD—(E)SD r 0" M0MIIiJ_1:l91010 RE -STRIPING CREATE VEHICULAR ACCESS PATH REPLACE ASPHALT, SEE CIVIL LINE 0 z z� 000'rc�r E121 0 m m a 12B��o 0 PB �^� SD MH ao�;oWos 0 ozwtw 0 W w RIM= 451.4 ryO3p W wn U 0 V N _ • LAWN 0 cMW- W PB I \ 3 GATE €V p��y M 449.65 RIM rn RIM M 449.53 12" FL (N) �� 10" FL (N) 12" FL (W) ON w 8-13-19 `SPE 70" FL (S) 24" FL (W) Z POTENTIAL 24" FL (E) —(E)SD— II —(AB)SD--2 U) w PB PED GATE 0 w O J I � w c 'l. 1 \ LoLo SCALE 1"= 20' - 0" 0' 10' 20' LANDSCAPE BED Rea.. --------------- # Dale Desaptim \ LAWN PEDESTRIAN WALKS , STREET TRIES AND STREET LIGHTS PART OF TH STREETPROJECT \ ~ OUTDOOR USE SPACE STREET PROJECT - BIKE PATH AT w ° SIDEWALK ELEVATION y \ DECORATIVE PAVING / \ FENCE LIMITS FLEXIBLE / DEPENDING ON FUNCTION OF OPEN SPA —(AB)SD-1 SD MH J \ RIM= 448.04 24" FL (W) 24" FL (E) POTENTIA , PED GATE UNK KT ./ 18'= 6 `PARALLEL �SPACES E (E)SD (E)SD — � VTI RCCI (E)SD D STREET (LOCAL ROAD) PROPOSED MILL STREET IMPROVEMENTS - LINE WORK PROVIDED BY THE CITY OF SPRINGFIELD _(E)SD— (E)SD (E)SD - EXITING CURB CUT CB r1A`NTAIN EXISTING SIDEWALKRIM= 448.52 12" FL=446.09 (S) pyr CURB CONDITION- IN TREE ISLANDS 6 EXISTING DRAIN INLET CAPTURES PI FROM BOTH PROPERTIES. THE PIPE TL 4500 BACK TO THE SCHOOL SITE. SAW CUT EXISTING ASPHALT AT NEW CONCRETE 10 Ll POTENTIAL CONNECTION POINT FOR DUMPSTER DRAIN w MAINTAIN EXISTING PARKING LOT LIGHT MAINTAIN EXISTING LANDING/ RAMP EXISTING STAIRS TO REMAIN TIEITO EXISTING r CD FENCE/ GATE y RIM= 449.41 / 12" FL=448.25 (S) r EXISTING RO l (E)WW -(E)SD I(E)SD—(E)SD r 0" M0MIIiJ_1:l91010 RE -STRIPING CREATE VEHICULAR ACCESS PATH REPLACE ASPHALT, SEE CIVIL LINE MAP AND TAXLOT MAP W. 17-03-3523 TAX LOT: 04503 (1.12 ACRES) ZONING: R-3 (HIGH DENSITY RESIDENTIAL) NOTES 1. THIS SHEET SHOWS EXISTING CONDITIONS OF THE CURRENT SITE. SURVEY PROVIDED BY BRANCH ENGINEERING. 2. ALL DISTANCES SHOWN ARE IN FEET. 3. VICINITY MAP PROVIDED ON SHEET LID. TRANSIT FACILITIES EXISTING TRANSIT FACILITIES: THE NEAREST PUBLIC TRANSIT SERVICE IS THE LANE COUNTY DISTRICT BUS LINE IS EAST OF THE SUE ON PIONEER PARKWAY, LESS THAN A Y4 OF A MILE. THE ROUTE IS AN EMX BUS LINE, VW ICH IS A MAJOR BUS LINE THAT CONNECTS TO THE EAST WEST BMX LINE AND ONTO SPRINGFIELD AND EUGENE. AUTOMOBILE PARKING BIKE PARKING VEHICLE PARKING: BIKE PARKING: REQUIRED 40 COMPACT 0 PROPOSED 40 INDOORS ADA 2 REGULAR 280N SITE 14 ON STREET TOTAL 44 ONE SPACE PER UNIT REQUIRED - 40 44 SPACES PROVIDED SOILS I L V MALABON-URBAN LAND COMPLEX WELL DRANED(0.2Q0.57 IN PER HOUR) INCHESDEPTH TO WATER TABLE' MORE THAN 80 SITE ASSESSMENT OF EXISTING CONDITIONS 1. PREPARED BY AN OREGON LICENSED ARCHITECT, LANDSCAPE ARCHITECT. • PLAN REVIEWED BY A LICENSED LANDSCAPE ARCHITECT. 2. VICINITY MAP • SEE SHEET LI.O FOR VICINITY MAP. 3. THE NAME, LOCATION AND DIMENSIONS OF ALL EXISTING SITE FEATURES INCLUDING BUILDINGS, CURB CUTS, PLANTING, AND IMPERVIOUS SURFACE AREAS, ARE CLEARLY INDICATED. 4. THE TIME OF TRAVEL ZONES, AS SPECIFIED IN SDC 3.3-200 AND DELINEATED ON THE WELLHEAD PROTECTION AREAS MAP ON FILE IN THE DEVELOPMENT SERVICES DEPARTMENT. • PROJECT SITE IS LOCATED IN 1% FLOOD HAZARD ZONE. LEGEND PROPERTY LINE ADJACENT PROPERTY LINE (AB)SD EXISTING STORM DRAIN (E)OHW EXISTING OVERHEAD POWER LINE (E)W EXISTING WATER LINE (AB)WW EXISTING SEWER LINE EXISTING TREES 9'X18' PARKING SPACE `46 ADA PARKING SPACE EXISTING SIDEWALK PROPOSED SIDEWALK PB PLANT BED STORM WATER TREATMENT FACILITY PROPOSED SECURITY FENCE • PROPOSED TREES r, VISION CLEARANCE TRIANGLE I � PAVEMENT WIDTH LAND USE 66.00 R.O.WI REVIEW SET 1 THIS DRAWING IS 1 NOT FOR I CONSTRUCTION 09-13-2023 0 z z� 000'rc�r E121 0 a 12B��o 0 ao�;oWos 0 ozwtw 0 W w ryO3p W wn U 0 V N QaCR 0 cMW- W o 3 GATE €V p��y M 449.65 RIM rn RIM M 449.53 12" FL (N) �� 10" FL (N) 12" FL (W) ON w 8-13-19 `SPE 70" FL (S) 24" FL (W) Z Lu 24" FL (E) —(E)SD— O —(AB)SD--2 U) w a 0 w O J W � w c 'l. L() z z MAP AND TAXLOT MAP W. 17-03-3523 TAX LOT: 04503 (1.12 ACRES) ZONING: R-3 (HIGH DENSITY RESIDENTIAL) NOTES 1. THIS SHEET SHOWS EXISTING CONDITIONS OF THE CURRENT SITE. SURVEY PROVIDED BY BRANCH ENGINEERING. 2. ALL DISTANCES SHOWN ARE IN FEET. 3. VICINITY MAP PROVIDED ON SHEET LID. TRANSIT FACILITIES EXISTING TRANSIT FACILITIES: THE NEAREST PUBLIC TRANSIT SERVICE IS THE LANE COUNTY DISTRICT BUS LINE IS EAST OF THE SUE ON PIONEER PARKWAY, LESS THAN A Y4 OF A MILE. THE ROUTE IS AN EMX BUS LINE, VW ICH IS A MAJOR BUS LINE THAT CONNECTS TO THE EAST WEST BMX LINE AND ONTO SPRINGFIELD AND EUGENE. AUTOMOBILE PARKING BIKE PARKING VEHICLE PARKING: BIKE PARKING: REQUIRED 40 COMPACT 0 PROPOSED 40 INDOORS ADA 2 REGULAR 280N SITE 14 ON STREET TOTAL 44 ONE SPACE PER UNIT REQUIRED - 40 44 SPACES PROVIDED SOILS I L V MALABON-URBAN LAND COMPLEX WELL DRANED(0.2Q0.57 IN PER HOUR) INCHESDEPTH TO WATER TABLE' MORE THAN 80 SITE ASSESSMENT OF EXISTING CONDITIONS 1. PREPARED BY AN OREGON LICENSED ARCHITECT, LANDSCAPE ARCHITECT. • PLAN REVIEWED BY A LICENSED LANDSCAPE ARCHITECT. 2. VICINITY MAP • SEE SHEET LI.O FOR VICINITY MAP. 3. THE NAME, LOCATION AND DIMENSIONS OF ALL EXISTING SITE FEATURES INCLUDING BUILDINGS, CURB CUTS, PLANTING, AND IMPERVIOUS SURFACE AREAS, ARE CLEARLY INDICATED. 4. THE TIME OF TRAVEL ZONES, AS SPECIFIED IN SDC 3.3-200 AND DELINEATED ON THE WELLHEAD PROTECTION AREAS MAP ON FILE IN THE DEVELOPMENT SERVICES DEPARTMENT. • PROJECT SITE IS LOCATED IN 1% FLOOD HAZARD ZONE. LEGEND PROPERTY LINE ADJACENT PROPERTY LINE (AB)SD EXISTING STORM DRAIN (E)OHW EXISTING OVERHEAD POWER LINE (E)W EXISTING WATER LINE (AB)WW EXISTING SEWER LINE EXISTING TREES 9'X18' PARKING SPACE `46 ADA PARKING SPACE EXISTING SIDEWALK PROPOSED SIDEWALK PB PLANT BED STORM WATER TREATMENT FACILITY PROPOSED SECURITY FENCE • PROPOSED TREES r, VISION CLEARANCE TRIANGLE I � PAVEMENT WIDTH LAND USE 66.00 R.O.WI REVIEW SET 1 THIS DRAWING IS 1 NOT FOR I CONSTRUCTION 09-13-2023 R' LANDSCAPE ARCHITECTS + z z� 000'rc�r E121 a 12B��o ao�;oWos � m ozwtw 0 W w ryO3p W wn U ¢¢boa V K U) QaCR cMW- W o Fina 3 €V p��y tiGISTE�� lo r 70 ON ON w 8-13-19 `SPE ARG Lu Z Lu Q O J U) w a 0 w O J W � w c C J L9 L() z z LoLo SCALE 1"= 20' - 0" 0' 10' 20' 40' Rea.. # Dale Desaptim 3 S N Z m a V C Y O V S N q L q N L L3.0 60.00 R.O.W. 40' PAVEMENT WIDTH v P(E)SO RIM= 447.51 12" FL=441.04 (E) 20" FL=440.13 (N) 20" FL=440.79 (S) I AWN 6'-0" MIN 5' - - r 66.00 R�O. W� 24'0" 40' PAVhMINI WIDTH E STREET (URBAN COLLECTOR) zz e. _AIN LINK FENCE I "0' + 4AUDSCAPE ARCHITECTS + -1 - -I 0 _z [ /5Q9'x18'�00 K N / IL ...... 0 N w W V U g_p EC 4@9'x18' 34 Q 4ZcRm In W $ \� 33w oMUM �Ma 3 , STE�� o 4 � 10 r 70 ON W ON w 8-13-19 `SPE 0 Q J o7" WW MH RIM= 449.65l^ SD MH RIM= 449.53 12" FL (N) Z 10" FL (N) 12" FL (W) LU 10" FL (S) O 24" FL (W) Z K w O 24" FL (E) -(E)SD- c � w C -(AB)SD--2 J 0 z Y Z Lc) Q N a L0 � I N (D _16'-0_ 17,-0"- / TL (SW) CHAIN LMAC FENCE I 24'-0" m .m ®1 lox @ fN IN SWTF \o mto g w MIco N 5'-0q�. I , " 24'-0" TL 4500 lid 30'-4" F/�� Fro, I CB \ RIM= 449.41 J 12" FL=448.25 (5) O °( OHyyµgF1n�WW _'.y \s ° E)WW"T WW . (EPWWJWW� .. �W4P (E)WW W -(AB)SD- ; (E SO (E)SD (E)SD (E)SD (E)SD (E)SD (E)SD (E)SD (E)SD (E)SD (E)SD E)SD -(E)SD CB RIM= 448.52 D STREET (LOCAL ROAD) 12" FL=446.09 (S) \ SD MH RIM= 448.04 24" FL (W) \ 24" FL (E) T 0 w 0 w CB RIM= 450.44 o w SITE LAYOUT NOTES 1. THIS Ski EET SHOWS EXISTING CONDITIONS, SITE IMPROVEMENTS AND HORIZONTAL LAYOUT. 2 INVESTIGATE ALL EXISTING SITE CONDITIONS PRIOR TO BEGINNING WORK. 3. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES, OR RELATED FACILITIES AT CONTRACTORS EXPENSE AND IN A MANNER APPROVED BY OWNER'S REPRESENTATIVE. 4. PROTECT FROM DAMAGE ALL EXISTING ELEMENTS TO REMAIN. S. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO EXECUTION OF ANY WORK. 6. OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY SITE REVIEWS. 7. THERE SHALL BE REOU IRED REVIEWS BY OWNER'S REPRESENTATIVE PRIOR TO EXECUTION OF ANY WORK INCLUDING AFTER STAKING AND LAYOUT, PRIOR TO CUTTING OR POURING CONCRETE, PRIOR TO BACKFILLING AND ROUGH GRADING, IN ADDITION TO REVIEW OF ALL REQUIRED SLEEVING. 8. ALL DIMENSIONS ARE TO FACE OF CURB, OR EXISTING ELEMENT UNLESS NOTED OTHERWISE. ALL ANGLES ARE 90 DEGREES UNLESS NOTED OTHERWISE. 9. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. 10. SEE DETAILS FOR INFORMATION ON CONSTRUCTION MATERIALS AND INSTALLATION METHODS. 11. PROVIDE EXPANSION JOINTS AT INTERSECTIONS, CORNERS, OR WHERE CONCRETE SLABS MEET WALLS OR OTHER STRUCTURES. EXPANSION JOINT SPACING SHOULD EQUAL WIDTH OF PAVEMENT WITH MAXIMUM DISTANCE OF 39. 12. OMIT DOWELS AT EXPANSION JOINTS ABUTTING WALLS AND STRUCTURES. 13. PROVIDE CONSTRUCTION JOINTS BETWEEN ALL POURS. 14. ALL CONCRETE PAVING JOINTS NOT LABELED OTHERWISE ARE CONTROLJOINTS. 15. PROVIDE SMOOTH TRANSITION IN ALLCHANGES IN GRADIENT, DIRECTION AND RATE OF SLOPE. 16. ALL CONCRETE PAVING JOINTS SHALL BE EQUALLY SPACED BETWEEN SHOWN OR NOTED LIMITS, AND SHALL BE AT 90 DEGREE ANGLES TO EDGES OF PAVEMENT AND OTHER JOINTS UNLESS OTHERWISE INDICATED. 17. THE CONTRACTOR SHALL NOT PERFORM WORK WITHOUTCITY INSPECTIONS WHERE INSPECTIONS ARE REWIRED BYTHE PROVIDED SPECIFICATIONS. LEGEND PROPERTY LINE ADJACENT PROPERTY LINE (AB)SD EXISTING STORM DRAIN (E)OHW EXISTING OVERHEAD POWER LINE (E)W EXISTING WATER LINE (ABWM EXISTING SEWER LINE -o--o-� PROPOSED SECURITY FENCE EXISTING SIDEWALK PROPOSED SIDEWALK 18'-0" TYPICAL DIMENSION -ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED 36, PAVEMENT WIDTH LAND USE 66.00 R REVIEW SET 1 THIS DRAWING IS 1 NOT FOR I CONSTRUCTION 09-13-2023 0 + 4AUDSCAPE ARCHITECTS + 0 12 K N IL ...... 0 w W V U EC 52�WFStz Q 4ZcRm In W $ 33w oMUM �Ma 3 , STE�� 4 � 10 r 70 ON W ON w 8-13-19 `SPE 0 Q J WW MH RIM= 449.65l^ SD MH RIM= 449.53 12" FL (N) Z 10" FL (N) 12" FL (W) LU 10" FL (S) O 24" FL (W) Z K w O 24" FL (E) -(E)SD- c � w C -(AB)SD--2 J 0 z Y Z Lc) Q N a L0 � I N (D SCALE 1"= 20' - 0" C' 10' 20' 40' SITE LAYOUT NOTES 1. THIS Ski EET SHOWS EXISTING CONDITIONS, SITE IMPROVEMENTS AND HORIZONTAL LAYOUT. 2 INVESTIGATE ALL EXISTING SITE CONDITIONS PRIOR TO BEGINNING WORK. 3. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES, OR RELATED FACILITIES AT CONTRACTORS EXPENSE AND IN A MANNER APPROVED BY OWNER'S REPRESENTATIVE. 4. PROTECT FROM DAMAGE ALL EXISTING ELEMENTS TO REMAIN. S. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO EXECUTION OF ANY WORK. 6. OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY SITE REVIEWS. 7. THERE SHALL BE REOU IRED REVIEWS BY OWNER'S REPRESENTATIVE PRIOR TO EXECUTION OF ANY WORK INCLUDING AFTER STAKING AND LAYOUT, PRIOR TO CUTTING OR POURING CONCRETE, PRIOR TO BACKFILLING AND ROUGH GRADING, IN ADDITION TO REVIEW OF ALL REQUIRED SLEEVING. 8. ALL DIMENSIONS ARE TO FACE OF CURB, OR EXISTING ELEMENT UNLESS NOTED OTHERWISE. ALL ANGLES ARE 90 DEGREES UNLESS NOTED OTHERWISE. 9. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. 10. SEE DETAILS FOR INFORMATION ON CONSTRUCTION MATERIALS AND INSTALLATION METHODS. 11. PROVIDE EXPANSION JOINTS AT INTERSECTIONS, CORNERS, OR WHERE CONCRETE SLABS MEET WALLS OR OTHER STRUCTURES. EXPANSION JOINT SPACING SHOULD EQUAL WIDTH OF PAVEMENT WITH MAXIMUM DISTANCE OF 39. 12. OMIT DOWELS AT EXPANSION JOINTS ABUTTING WALLS AND STRUCTURES. 13. PROVIDE CONSTRUCTION JOINTS BETWEEN ALL POURS. 14. ALL CONCRETE PAVING JOINTS NOT LABELED OTHERWISE ARE CONTROLJOINTS. 15. PROVIDE SMOOTH TRANSITION IN ALLCHANGES IN GRADIENT, DIRECTION AND RATE OF SLOPE. 16. ALL CONCRETE PAVING JOINTS SHALL BE EQUALLY SPACED BETWEEN SHOWN OR NOTED LIMITS, AND SHALL BE AT 90 DEGREE ANGLES TO EDGES OF PAVEMENT AND OTHER JOINTS UNLESS OTHERWISE INDICATED. 17. THE CONTRACTOR SHALL NOT PERFORM WORK WITHOUTCITY INSPECTIONS WHERE INSPECTIONS ARE REWIRED BYTHE PROVIDED SPECIFICATIONS. LEGEND PROPERTY LINE ADJACENT PROPERTY LINE (AB)SD EXISTING STORM DRAIN (E)OHW EXISTING OVERHEAD POWER LINE (E)W EXISTING WATER LINE (ABWM EXISTING SEWER LINE -o--o-� PROPOSED SECURITY FENCE EXISTING SIDEWALK PROPOSED SIDEWALK 18'-0" TYPICAL DIMENSION -ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED 36, PAVEMENT WIDTH LAND USE 66.00 R REVIEW SET 1 THIS DRAWING IS 1 NOT FOR I CONSTRUCTION 09-13-2023 + 4AUDSCAPE ARCHITECTS + Eo o�p 12 K IL ...... ryO3p W V U EC 52�WFStz Q 4ZcRm In W $ 33w oMUM �Ma 3 , STE�� 4 � 10 r 70 ON ON w 8-13-19 `SPE ARG Q J ~ Z Lu O LU L z O w Z K w O W c � w C J 0 z Y Z Lc) Q N a L0 � I N (D SCALE 1"= 20' - 0" C' 10' 20' 40' Reaiaens # Dale Desaptim s N Z m a V V C Y O N S N q q L n` o u u o 0 L4.0 60.00 R.O.W. 40' PAVEMENT WIDTH v P(E)SO MILL STREET PROJECT ELEVATIONS ooe SMOOTH CONSISTANT 8.99 i.3 ADAACCESS- X1:20 (2) 16 T r 66.00 R�O. W� - + 40" r PAVEMENT WIDTH GRADE TO STREET SIDEWALK g50.4� (450 64) (s W) TL 503 - 1 I 451.3 51.3 0 I F451.0 rSAN SANITARY " _ II u, J-451.0 e - - u, (AB)SD EXISTING STORM DRAIN (E)OHW DI (450.44 (E)W RIM- 450.44 (AB)WN v 450.65 ut w 64 o N a 0 r(451.39) NEPEEXIT SWTFVIL C1.0 0 t \ o (499.40) EXISTING GRADE j- DI XX � � 449.8 \ \ADA ACCESS PROPOSED DRAIN STRUCTURE n� GRADE BREAK DIRECTION (451.14) OF DRAINAGE \ (448.94) \ - HIGH POINT <9-20 LOW POINT vbOi� TOP OF WALL 451.15 BOTTOM OF WALL \ m m (449.8) BOTTOM OF STEP -.. ^ 450.14 MH BOTTOM OF CURB NOTE: ALL PROPOSED ELEVATIONS IRIM= UNLESS SHOA N OTHERWISE. 451.4 tiGIST'4, 10 O 451.5 e ON w 8-13-19 `SPE ARG - _ 3 220. J AIN LINK FENCE q � pl a w 451.0 DI (449.6) I O 0x/l, 5) - _ w Q 0 J w O / C BBREAK / 4 08 C J C0 SFJ O,�k / 45 .7- \ ^c^ L0/� a �I N f7 GRADE TO STREET SIDEWALK g50.4� (450 64) (s W) TL 503 - 1 I 451.3 51.3 0 I F451.0 rSAN SANITARY L_1:L181 DIOI0I0:169118 ECINt11 [N:1:L6910 " _ II u, J-451.0 e - - u, (AB)SD EXISTING STORM DRAIN (E)OHW DI (450.44 (E)W RIM- 450.44 (AB)WN v 450.65 ut w 64 o N a 0 r(451.39) NEPEEXIT SWTFVIL C1.0 0 L_1:L181 DIOI0I0:169118 ECINt11 [N:1:L6910 RIM= 447.51 12" FL=441.04 (E) (�(AB)SD- - 20" FL=440.13 (N) 20" FL=440.79 (S) SD MH J RIM= 448.04 24" FL (w) 24" FL (E) 0.48.39) \ (450.58) V50.4 I (450.7) (450.53) (451.22) / (451.04) \�SMOOTH CONSISTANT v GRA RE TO STREET SIDEWALK -AWN � o SMOOTH CONSISTANT w \ GRADE TO STREET S�EWALK \ RIM= 449.41 CB \ w 72" FL=448.25 (s) --WW MH o SD MH - - °. OH . ,y�yµ,-4gF10�W -° (E T"�R2M FL (N ROM FL449N)53 ( E)WW- `(� W - WW _ �E)WW (E)WW,"--t:(E)&W (E)W'W- Y"W' lWW (E)WW 12" FL (W) I 2 " FI (s) 24' FL (W) J 24" FL (E) �(E SD (E)SD (E)SD (E)SD (E)SD (E)SD (E)SD s(E)SD (E)SD (E)SD (E)SD �E)SD -(E)SD (E)SD --(AB)SD--2 Ce RIM= 448.52 j �^ 12" FL=446.09 (s) \ i 36' \ PAVEMENT WIDTH 66.00 R GRADING NOTES 1. ALL SURVEY INFORMATION PROVIDED BY: BRANCH ENGINEERING SPRINGFIELD,OR. 2 VERIFY EXISTING ELEVATION WHERE NEW WORK ABUTS EXISTING TO REMAIN. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO ANY CONSTRUCTION. 3. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A MANNER APPROVED BY GENERAL CONTRACTOR. 4. INSTALL ALL NEW STORM UTILITIES SO THAT RIM ELEVATIONS ARE FLUSH WITH FINISH GRADES AT LAA NS AND PAVEMENT AND 2" ABOVE FINISH GRADE AT PLANT BEDS. ADJUST RIM ELEVATIONS OF EXISTING UTILITIES ACCORDINGLY. S. THE CONTRACTOR SHALL NOT PERFORM WORK WITHOUT CITY INSPECTIONS WHERE INSPECTIONS ARE REQUIRED AS PART OF BUILDING PERMIT. 6. REQUESTS BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE BEFORE THE CHANGES ARE IMPLEMENTED. 7. OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. THE CONTRACTOR MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (OREGON UTILITIES NOTIFICATION CENTER (503) 232-1987). 8. THE GROUND SURFACE SHALL BE PREPARED TO RECEIVE FILL BY REMOVING VEGETATION, NON COMPLYING FILL, TOPSOIL AND OTHER UNSUITABLE MATERIALS, AND SCARIFYING TO PROVIDE A BOND WITH THE NEW FILL. 9. OWNER'S REPRESENTATIVE WILL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL SITE INSPECTIONS. 10. ALL NEW ON-SITE UTILITIES WILL BE PLACED UNDERGROUND. ALL PROPOSED UTILITIES TO BE CONSTRUCTED PRIVATELY. " _ \ TL 4500 ; �.�(451.35) PROPERTY LINE - - ADJACENT PROPERTY LINE (AB)SD EXISTING STORM DRAIN (E)OHW "g (E)W EXISTING WATER LINE (AB)WN EXISTING SEWER LINE 450.65 m 64 N a 0 PROPOSED SIDEWALK � 499.40 PROPOSED GRADE (499.40) EXISTING GRADE j- DI XX DRAIN INLET ELEVATION 449.8 \ \ADA ACCESS PROPOSED DRAIN STRUCTURE n� GRADE BREAK DIRECTION (451.14) OF DRAINAGE MATCH S�N - HIGH POINT <9-20 LOW POINT vbOi� TOP OF WALL 451.15 BOTTOM OF WALL \ m m TOP OF STEP BOTTOM OF STEP I \"� STOR RAIN (451,491 -l -,SD MH BOTTOM OF CURB NOTE: ALL PROPOSED ELEVATIONS IRIM= UNLESS SHOA N OTHERWISE. 451.4 tiGIST'4, 10 451.5 ON w RIM= 447.51 12" FL=441.04 (E) (�(AB)SD- - 20" FL=440.13 (N) 20" FL=440.79 (S) SD MH J RIM= 448.04 24" FL (w) 24" FL (E) 0.48.39) \ (450.58) V50.4 I (450.7) (450.53) (451.22) / (451.04) \�SMOOTH CONSISTANT v GRA RE TO STREET SIDEWALK -AWN � o SMOOTH CONSISTANT w \ GRADE TO STREET S�EWALK \ RIM= 449.41 CB \ w 72" FL=448.25 (s) --WW MH o SD MH - - °. OH . ,y�yµ,-4gF10�W -° (E T"�R2M FL (N ROM FL449N)53 ( E)WW- `(� W - WW _ �E)WW (E)WW,"--t:(E)&W (E)W'W- Y"W' lWW (E)WW 12" FL (W) I 2 " FI (s) 24' FL (W) J 24" FL (E) �(E SD (E)SD (E)SD (E)SD (E)SD (E)SD (E)SD s(E)SD (E)SD (E)SD (E)SD �E)SD -(E)SD (E)SD --(AB)SD--2 Ce RIM= 448.52 j �^ 12" FL=446.09 (s) \ i 36' \ PAVEMENT WIDTH 66.00 R GRADING NOTES 1. ALL SURVEY INFORMATION PROVIDED BY: BRANCH ENGINEERING SPRINGFIELD,OR. 2 VERIFY EXISTING ELEVATION WHERE NEW WORK ABUTS EXISTING TO REMAIN. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO ANY CONSTRUCTION. 3. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A MANNER APPROVED BY GENERAL CONTRACTOR. 4. INSTALL ALL NEW STORM UTILITIES SO THAT RIM ELEVATIONS ARE FLUSH WITH FINISH GRADES AT LAA NS AND PAVEMENT AND 2" ABOVE FINISH GRADE AT PLANT BEDS. ADJUST RIM ELEVATIONS OF EXISTING UTILITIES ACCORDINGLY. S. THE CONTRACTOR SHALL NOT PERFORM WORK WITHOUT CITY INSPECTIONS WHERE INSPECTIONS ARE REQUIRED AS PART OF BUILDING PERMIT. 6. REQUESTS BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE BEFORE THE CHANGES ARE IMPLEMENTED. 7. OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. THE CONTRACTOR MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (OREGON UTILITIES NOTIFICATION CENTER (503) 232-1987). 8. THE GROUND SURFACE SHALL BE PREPARED TO RECEIVE FILL BY REMOVING VEGETATION, NON COMPLYING FILL, TOPSOIL AND OTHER UNSUITABLE MATERIALS, AND SCARIFYING TO PROVIDE A BOND WITH THE NEW FILL. 9. OWNER'S REPRESENTATIVE WILL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL SITE INSPECTIONS. 10. ALL NEW ON-SITE UTILITIES WILL BE PLACED UNDERGROUND. ALL PROPOSED UTILITIES TO BE CONSTRUCTED PRIVATELY. LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 09-13-2023 LEGEND 9) + LANDSCAPE ARCHITECTS + - - PROPERTY LINE - - ADJACENT PROPERTY LINE (AB)SD EXISTING STORM DRAIN (E)OHW EXISTING OVERHEAD POWER LINE (E)W EXISTING WATER LINE (AB)WN EXISTING SEWER LINE E 000'M'p PROPOSED SECURITY FENCE EXISTING SIDEWALK 12�B��o a 12 PROPOSED SIDEWALK of 499.40 PROPOSED GRADE (499.40) EXISTING GRADE j- DI XX DRAIN INLET ELEVATION ®® PROPOSED DRAIN STRUCTURE I GRADE BREAK DIRECTION OF DRAINAGE MATCH MATCH EXISTING GRADE HIP HIGH POINT �UP LOW POINT W TOP OF WALL BOTTOM OF WALL TBS TOP OF STEP BOTTOM OF STEP �TC TOP OF CURB �BC BOTTOM OF CURB NOTE: ALL PROPOSED ELEVATIONS BOTTOM OF CURB UNLESS SHOA N OTHERWISE. LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 09-13-2023 9) + LANDSCAPE ARCHITECTS + SATRE GROUPHill E 000'M'p 12�B��o a 12 of O c�D "a3w�'aq CL ��wrcw Lu R' U) me a o �`�rc� tz W S N urs ��zsp:o tiGIST'4, 10 r JO ON ON w 8-13-19 `SPE ARG Q J a w O C0 Z w Q 0 J w O � w c C J C0 L/� z YI z N 0 L0/� a �I N f7 SCALE 1"= 20' - 0" o' 10' 20' 40' Revisim # DAe Desaptim W S C Y $ n` in u o 1 M L5.0 v 1 I 1 1 r 66.00 R�O. W� - + 40" r PAVEMENT WIDTH w o � cr \ \ o . ... °. a F BB 3 220. IN LINK F — — — — 1 SEE WASTE ENCLOSURE PLANS 1 / / FOR PROPOSED LIGHTING \ \ O 60.00 R.O.W. AA A / I o 40' PAVEDMEINT I j' ®". JO _ - B \ CC CC CHAIN LI K hLN!CB :i RIM= 450.44 CC cc o w 1 cc CCArW E)C�E)G •" .1 1 1 TL 503 • C'C' I TL 4500 ®. cc N O C v cc® NI cc RIM= as . \ cc � _ o 1 cc cc cc cc, MAINTAIN EXISTING PARKING LOT t LIGHT POLE- DETERMINE POWER o 1 I SOURCE- LAWN —� o \ c 1 3 V CB S / \ RIM= 449.41 1 1 c / S / 112" FL=448.25 (s) C .17 T FL 445.35 (SW) cc _ WW MH o SD MH yp • � .8 RIM= 449.65 l^ RIM= 449.53 eTr( 0 . OH ,y�yµ,4gF10�W 12" FL (N) 10" FL (s) fE)WW (E44'�f�"JWW� �W4P(E)WW (W) I`l 24" FL (W) RIM= 1.aaz51L(AB)SD;(E SD (E)SD (E)SD (E)SD (E)SD (E)SD (E)SD (E)SD �I za" FL - (-E) 4E)SD (E)S(AB)SD E)SD �(E)SD (E)SD 12" FL -4 2 20" FL=440.13 (N) CB 20 FL=440.79 (s) I RIM= 448.52 \ j \ i ^ 12" FL=aas.Os (s) SD MH W I f RIM= 448.04 r'l. 24" FL (E) 36' PAVEMENT WIDTH 66.000 RU 1 1 1 1 LEGEND .B �oc PARKING AREA LIGHTING AA "AA" =1 FIXTURE STANDARD MOUNT 20'-0" POLE PHILIPS GARDCO ECOFORM AREA LED ECF OR EOUMALENT GROUND MOUNTED UP LIGHT HADCO FLEXSCAPE LED LANDSCAPE UPLIGHT OR EOUMALENT BOLLARD LIGHT HADCO DB30 MODEL LEO BOLLARD 120 VAC OR EOUMALENT LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 09-13-2023 + LANDSCAPE ARCHITECTS + SATRE GROUPHill Eo o�p u�M= 0� D. ;oWos ��wrcw W w Q: wLLow w V U a o a=pp F w o s Lu ,H �Ma 3 I S tiG � 16' d �,eON r 70w 8-13-19 `SPE ARG Q a Z � Lu _ Lu z /n o w J K wo J o W c � w C J (7 z Z LoLo SCALE 1"= 20' - 0" 0' 10' 20' 40' Re�isims # Dale D crptim W S C Y u n` 0` o L6.0 v P(E)SO 60.00 R.O.W. PA EDGE 11 1 III II .. .....�. ..EDGE STREET TREES ALONG MILL STREET TO BE PROVIDED BY THE STREET PROJECT 42" 36' DECIODUI 7 �J2 AWN EDGE r 66.00 R�O. W� 40' PAVhMINI WII)IH COLLECTOR)E STREET (URBAN • • • • • ...:vim ��ry • �:�A.Y--�- y _ _ _ v,��.- willEff ��i L-2 LANDSCAPE-) 8" DECI 0 IN LINK FENCE low J � y�y ,y CHAIN UNK FENCE i�r- y J• _ , ---ir-- T 0 w 0 w RIM- 450.44 w RIM= 447.51 12" FL=441.04 (E)-(AB)SD- 20" FL=440.13 (N) 20" FL=440.79 (S) \ SD MH RIM= 448.04 24" FL (W) 24" FL (E) i I , o Zlo - _ CB \ w \ RIM= 449.41 112" FL=448.25 (5) WW MH o SD MH - - 'J ' - > ' •g RIM= 449.65449.53 OH QQH 10" FL (N) l^ RIM= • • (E T s > 12" FL (N) ( E)WW(� - WW _ �E)WW fE)WW"-�:(E)WW (EPWW YNW� WWW (E)WW 72 FL (w) I 10" FL (S) 24' FL (w) GROUNDCOVER • � 24" FL (E) -(E SD (E)SD (E) - EDGE -(E)SD (E)SD (E)SD (E)SD (E)SD (E)SD (E)SD �E)SD -(E)SD (E)SD --(AB)SD--2 C9 RIM= 448.52 D STREET (LOCAL ROAD) 12" FL=446.09 (S) \ PLANTING NOTES 1. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR APPROVAL FROM OWNER'S REPRESENTATIVE. 2. MAKE MINOR ADJUSTMENTS IN THE PLANTING AS NECESSARY TO ACCOMMODATE THE IRRIGATION SYSTEM AS INSTALLED. 3. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO THE EXECUTION OF THE WORK. 4. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXECUTION OF WORK. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A MANNER APPROVED BY THE GENERAL CONTRACTOR. S. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO REMAIN FROM ABRASION AND COMPACTION. DO NOT CUT LIMBS OR ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT. 6. CLEANLY SAW CUT TREE ROOTS 1 FOOT FROM FACE OF NEW IMPROVEMENT, WHERE TREES OR PLANT MATERIAL ABUT NEW BUILDINGS, STRUCTURES, CURBS, WALKS OR PAVEMENT. 7. PLAN IS TO SCALE, INSTALL PLANTS IN SHOWN QUANTITIES AT SHOWN SPACING. IRRIGATION SYSTEM NOTES 1. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. 2 IRRIGATION SYSTEM TO BE INSTALLED IN ALL DESIGNATED PLANT BED AREAS INDICATED ON THE PLAN. THE IRRIGATION SYSTEM NEED NOT PROVIDE WATER TO UNPLANTED AREAS. 3. IRRIGATION TO BE AUTOMATIC ELECTRIC SOLENOID CONTROLLED UNDERGROUND SYSTEM. LOW WATER CONSUMPTION SYSTEMS ARE ENCOURAGED, INCLUDING THE USE OF WEATHER TRACKING CONTROLLERS AND DEVICES. 4. THE IRRIGATION SYSTEM SHALL BE MAINTAINED AND OPERATED IN A MANNER THAT PROMOTES THE HEALTH AND APPEARANCE OF THE PLANTS WHILE MINIMIZING WATER USE AND AVOIDING EXCESSIVE WATER RUN-OFF. S. CONNECT IRRIGATION SYSTEM TO MUNICIPAL WATER SOURCE (LOCATION PER OWNER) WITH MAIN SHUT-OFF VALVE, BACKFLOW PREVENTION DEVICE. 6. AUTOMATIC CONTROLLER (WEATHER PROOF LOCATION PER OWNER). 7. ELECTRIC REMOTE CONTROL VALVES (HUNTER OR APPROVED) AS SPECIFIED, WITH POP-UP SPRAY SPRINKLERS (HUNTER OR APPROVED), AND/OR APPROVED ROTOR HEADS. 8. ALL VALVES TO BE LOCATED IN UNDERGROUND X (CARSON OR APPROVED). LEGENDPROPERTY LINE ADJACENT PROPERTY LINE (AB)SD EXISTING STORM DRAIN (E)OHW EXISTING OVERHEAD POWER LINE (E)W EXISTING WATER LINE (AB)WW EXISTING SEWER LINE PROPOSED SECURITY FENCE LAWN SV�F STORM WATER PLANTER PROPOSED PLANTED AREA SHRUBS&GROUNDCOVER L-2 LOW SCREEN LANDSCAPE MINIMUM STANDARD AREA TO MEET STANDARDS OF EC. 9.8210(2): LOW SHRUBS TO FORM A CONTINUOUS SCREEN AT LEAST 30 INCHES HIGH WITHIN 3 YEARS AND NOT TO EXCEED 42 INCHES - 1 CANOPY TREE PER 30 LINEAR FEET AS MEASURED ALONG THE STREET LOT LINE LIVING PLANT MATERIAL COVERING A MINIMUM OF 70 PERCENT OF THE REQUIRED LANDSCAPE PLANTING AREA WITHIN 3 YEARS OF PLANTING s PROPOSED TREES EXISTING TREES TO REMAIN EXISTING TREES TO REMOVE 36, PAVEMENT WIDTH LAND USE REVIEW SET 66.00 R THIS DRAWING IS NOT FOR I CONSTRUCTION 09-13-2023 + 4AUDSCAPE ARCHITECTS + ofi ao� �;oWos � m ozwtw 0 m EC W LL6�w odic W n u yoipa R' U)w 0_ =.�6 CR 0 tz W S O -t�op5=o 33w Fina 3 aV p��y STE�''� 40 d r 70 ON ON w 8-13-19 `SPE ARG Q a W a w Q Lu z U O N W K J w O D / , Z w LL h Q g z z J Lo � I N (D SCALE 1"= 20' - 0" C' 10' 20' 40' R.Asi a # Dale Desaptim s N Z m a V V C Y O N S N q q L n` o u u In a L7.0 /Him5 .10 0 I / so MH RIM= 451.4 HI LAWN RIM= 447.51 12" FL=441.04 (E)-(AB)SD- 20" FL=440.13 (N) 20" FL=440.79 (S) \ SD MH RIM= 448.04 24" FL (W) 24" FL (E) i I , o Zlo - _ CB \ w \ RIM= 449.41 112" FL=448.25 (5) WW MH o SD MH - - 'J ' - > ' •g RIM= 449.65449.53 OH QQH 10" FL (N) l^ RIM= • • (E T s > 12" FL (N) ( E)WW(� - WW _ �E)WW fE)WW"-�:(E)WW (EPWW YNW� WWW (E)WW 72 FL (w) I 10" FL (S) 24' FL (w) GROUNDCOVER • � 24" FL (E) -(E SD (E)SD (E) - EDGE -(E)SD (E)SD (E)SD (E)SD (E)SD (E)SD (E)SD �E)SD -(E)SD (E)SD --(AB)SD--2 C9 RIM= 448.52 D STREET (LOCAL ROAD) 12" FL=446.09 (S) \ PLANTING NOTES 1. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR APPROVAL FROM OWNER'S REPRESENTATIVE. 2. MAKE MINOR ADJUSTMENTS IN THE PLANTING AS NECESSARY TO ACCOMMODATE THE IRRIGATION SYSTEM AS INSTALLED. 3. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO THE EXECUTION OF THE WORK. 4. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXECUTION OF WORK. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A MANNER APPROVED BY THE GENERAL CONTRACTOR. S. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO REMAIN FROM ABRASION AND COMPACTION. DO NOT CUT LIMBS OR ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT. 6. CLEANLY SAW CUT TREE ROOTS 1 FOOT FROM FACE OF NEW IMPROVEMENT, WHERE TREES OR PLANT MATERIAL ABUT NEW BUILDINGS, STRUCTURES, CURBS, WALKS OR PAVEMENT. 7. PLAN IS TO SCALE, INSTALL PLANTS IN SHOWN QUANTITIES AT SHOWN SPACING. IRRIGATION SYSTEM NOTES 1. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. 2 IRRIGATION SYSTEM TO BE INSTALLED IN ALL DESIGNATED PLANT BED AREAS INDICATED ON THE PLAN. THE IRRIGATION SYSTEM NEED NOT PROVIDE WATER TO UNPLANTED AREAS. 3. IRRIGATION TO BE AUTOMATIC ELECTRIC SOLENOID CONTROLLED UNDERGROUND SYSTEM. LOW WATER CONSUMPTION SYSTEMS ARE ENCOURAGED, INCLUDING THE USE OF WEATHER TRACKING CONTROLLERS AND DEVICES. 4. THE IRRIGATION SYSTEM SHALL BE MAINTAINED AND OPERATED IN A MANNER THAT PROMOTES THE HEALTH AND APPEARANCE OF THE PLANTS WHILE MINIMIZING WATER USE AND AVOIDING EXCESSIVE WATER RUN-OFF. S. CONNECT IRRIGATION SYSTEM TO MUNICIPAL WATER SOURCE (LOCATION PER OWNER) WITH MAIN SHUT-OFF VALVE, BACKFLOW PREVENTION DEVICE. 6. AUTOMATIC CONTROLLER (WEATHER PROOF LOCATION PER OWNER). 7. ELECTRIC REMOTE CONTROL VALVES (HUNTER OR APPROVED) AS SPECIFIED, WITH POP-UP SPRAY SPRINKLERS (HUNTER OR APPROVED), AND/OR APPROVED ROTOR HEADS. 8. ALL VALVES TO BE LOCATED IN UNDERGROUND X (CARSON OR APPROVED). LEGENDPROPERTY LINE ADJACENT PROPERTY LINE (AB)SD EXISTING STORM DRAIN (E)OHW EXISTING OVERHEAD POWER LINE (E)W EXISTING WATER LINE (AB)WW EXISTING SEWER LINE PROPOSED SECURITY FENCE LAWN SV�F STORM WATER PLANTER PROPOSED PLANTED AREA SHRUBS&GROUNDCOVER L-2 LOW SCREEN LANDSCAPE MINIMUM STANDARD AREA TO MEET STANDARDS OF EC. 9.8210(2): LOW SHRUBS TO FORM A CONTINUOUS SCREEN AT LEAST 30 INCHES HIGH WITHIN 3 YEARS AND NOT TO EXCEED 42 INCHES - 1 CANOPY TREE PER 30 LINEAR FEET AS MEASURED ALONG THE STREET LOT LINE LIVING PLANT MATERIAL COVERING A MINIMUM OF 70 PERCENT OF THE REQUIRED LANDSCAPE PLANTING AREA WITHIN 3 YEARS OF PLANTING s PROPOSED TREES EXISTING TREES TO REMAIN EXISTING TREES TO REMOVE 36, PAVEMENT WIDTH LAND USE REVIEW SET 66.00 R THIS DRAWING IS NOT FOR I CONSTRUCTION 09-13-2023 + 4AUDSCAPE ARCHITECTS + ofi ao� �;oWos � m ozwtw 0 m EC W LL6�w odic W n u yoipa R' U)w 0_ =.�6 CR 0 tz W S O -t�op5=o 33w Fina 3 aV p��y STE�''� 40 d r 70 ON ON w 8-13-19 `SPE ARG Q a W a w Q Lu z U O N W K J w O D J Z w LL J (lf) Q g z z J Lo � I N (D SCALE 1"= 20' - 0" C' 10' 20' 40' R.Asi a # Dale Desaptim s N Z m a V V C Y O N S N q q L n` o u u In a L7.0 CONSTRUCTION NOTES 701 SAWCUT AND REMOVE AC FOR PIPE TRENCHES. 720 PROTECT EXISTING STORMWATER LINE. 400 INSTALL NEW 4" PVC STORMWATER PIPE ® 1% SLOPE MIN. 401 CONNECT NEW 4" PVC STORMWATER PIPE TO EXISTING 10" AC STORMWATER PIPE. 402 INSTALL NEW STORMWATER PLANTER PER DETAIL, THIS SHEET. SEE LANDSCAPING PLAN. 403 INSTALL NEW 4' STANDPIPE OVERFLOW IN PLANTER. 500 INSTALL NEW CURB CUT SPILLWAY. 2012 Bmnch Enaineerina. Inc i 16r PAWNS PER PLAN rTi---E-Z 18" I �j" - % OPEN GRADED AGGREGATE Y : JIF7�2!i n 4 2-- (F)SO LEDGEND �D-----SD PROPOSED STORM PIPE L LLLLL� TRENCH RESURFACING, ASPHALT EDGE BASIN AREA STORM PUNTER �❑ CURB CUT SPILLWAY GRAPHIC SCALE 20 0 10 20 40 rA IN FEET I OH — — — T T 17rOIN� \a I I lC ME . Illl,,iitii J W ® 1 I l I 1 1 \ W e; I 1 \ 77/ J 77 �} (E)0 • OHWJ[�� 77�� • ' �Y (E)WW— (�(E: WW— WW ET W L �(E�E)WW 9 (E)WW �°w-(E)'W.W (F-iWW �€jWW\ WW g (E)WW� rH ;A0000B)SD S ,. (ESD (E)SD (E)SD (E)SD (E)SD (E)SD (E)SD (E)SD (E)SD (E)SD (E)SD fE)SD (E)SD��JJ (E)SD D STREET R Li /--- '0 r eO W R R branch ENGINEERING= SLW 1927 civil • transportation structural• geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com � � #79232PE -r \ r 1 LY SIGNED px2 OREGON = 4N PAVE EXPIRES: DECEMBER 31, 2024 project title LAND USE SUBMITTAL. NOT FOR CONSTRUCTION. date: SEP 7, 2023 drawn by: AP designer: AP project no: 23-367 STORM UTILITY PLAN sheet C■■OI W I� Q C Q� H z z W O LU (J LLJw w O V — — — J J LLJ ILL J_ �z Lo N Lo d N revisions: LAND USE SUBMITTAL. NOT FOR CONSTRUCTION. date: SEP 7, 2023 drawn by: AP designer: AP project no: 23-367 STORM UTILITY PLAN sheet C■■OI 111 le, 2 3 X1 la, X2 5 3 `al Y Y A3.01 Y Y A201 ' I I I I I I I /� AB A6 A6 A4 A4 A3 A2 O 0 O O A2 0 O I BATH A3 UNIT UNIT UNIT Al A 104 105 106 BEDROOM BEDROOM Al BATH A3 cx o Al ' UNITti F BATH E1 A3.02Q Aa UNIT 10 I I 102 BAtF�ZN. ENTRY 1178 HALL HALL ADA Lf ND. HALL 126 Lj Old 11 116 132 I c1 Aa UNIT SI A8 --- BATH A2 r ALIGN WALLS WITH A13 N. STAIR COLUMN GRIDS 117A D ®W z — — — ' — — UNIT — — — e y ¢ W = BEDROOM 107 Ala AB ENTRY RAMP t, 118 Ul ' m O X5 p ® SII`IIS � — ENTRY STAIR �! IIIIIII��11�I" UNIT ® ■ %ii _ _ __ �iI_ !l E1 — A8 BATH A2 — — — — — m BEDROOM 108 ALIGN WALLS WITH — — COLUMN GRIDS Al2 I it I I I I I I I z Az.oz UNIT 109 A" STORAG U ALIGN WALLS WITH 120 F COLUMN GRIDS S. STAIR m BEDROOM All 124A Aa UNIT HALL HALL UTIL. 113 125 122 123 = I DN S. ENTRY F1 — 1NI3 ADA UNIT Aa 1 12 BATH Al BATH C2 I II I NIT ECH. r BEDROOM BEDROOM 10 BEDROOM 127 U zl8 M12 L. UNIT A] ADA LTH 111 0 — — — — — — — — — — — A6 ®1 Al I 1 10 I I I I I I 1 A2 02 ♦-LCVCL 1/8" = 1'-0" Up, '�*p �iF�Af CO Ll Ae��P� CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 hello@campflrelab.com w .campfrelab.com Q a W W O W 0 a/ LLLu N z r J Lu J cr Lu J 0- �� WJ � LL W N ° �� J Ln Un a cCO VACTUAL IFTHE DOES NOT MEASURE ONE INCH EXACTLY, THIS DRAWING WILL HAVE ENLARGED OR REWAFFECTING AFFEE CTING ALL LABELED SCALES. JEh L. LY �j y Q Lo.Mt O or 'o REVISIONS: No. Description Date 1 Revision 1 Date 1 A1.01 DATE 9.6.2023 JOB 7.12.2023 SCALE 1/B"=1'-0" DRAWN BY KLB CHECKED BY JLF A1.01 la' X2 X3 lo, lal YI A3.01 YI YI I I I I I �1 A18 A18 �1 �1 8 A18 is is A18 is is �1 Ais is BATH A3 UNIT UNIT 14 205 206 BEDROOM UNIT UNIT BEDROOM 203 F204 ,4 BATH A3 X10 o ,4 xI- A302 Ate tC2 ®L m El — — — UNIT — — — — ° — — — coal lack 202 HALL dY HALLWAYHALL ALIGN HALLWAY 222 u 224 227 228 UNIT I I==—=-1 I —=—=—I I 1¢ N. STAIR II II11 IIII L 117A C1 — A18 201 I I I I Y V I I I UN � II II VIII 0 A,6 LAUNDRY x 223 — ® - 0 — — — — — — — — ENTRY STAIR BEDROOM L2, II -J I UNIT 119 A18 B H B7 L 207 BEDROOM 9 21 MAIN ENTRY /� A3.01 221 LAUNDRY A,s 218 ® F BEDROOM BEDROOM m UNIT �3 LOUNGE HALL A18 213 HALLWAY I R 214 I z, xe — — — — BATHn2 HALLWAY Z1 — — — — S. STAIR UNIT 124A 220 MAINT. 208 z, A16 225 BATH A2 UNIT ii ii iilli A,6 UP I I I I I I I ,4 212 HALLWAY ii ----_II --- —III£ 215 a COMMON F1 — 226 ,4 UNIT za A,e 211 BATH A7 BATH C2 HALLWAY 216 I I I BEDROOM UNIT A,] 210 UNI BEDROOM (E)ROOF V (E)ROOF BATH All 209 '�*p �iF�Af CO Ll Ae��P� CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 hello@campflrelab.com w.vw.campfrelab.com Q J a � W W O 1 W N J � wo J_ J a �� WJ LL p �z W N = J Ln Ocn CO VACTUAL IF THE ABOVE DIMEMS ON DOES NOTMONEINCHWILL EXACTLY,THIS THIS DRAWING WILL HAVE ENLARGEDOR REWAFFECTING AFFEE CTING ALL LABELED SCALES. SCD N41, JEh L. LY i9,0nc5 O REVISIONS: No. Description Date 1 Revision 1 Date 1 DATE 9.6.2023 JOB 7.12.2023 SCALE 1/B"=1'-0" DRAWN BY KLB CHECKED BY JLF A -LEVEL 2 - FLOOR PLAN - 1/8" A1.02 1.02 I I 2 3 I A3.01 I I I II I O18 8 A18 A18 8 18 #ZBATH UNIT 24 BEDROOM311 BEDROOM I II I UNI 02UNIT 31BATH C2 310— — — —— — — — N. STAIR I 1e MAINT. 315 317 UNIT c, ,B 309 — — — — — — — — — — — — — — BATH A2 HALLWAY ,e 318 17 F UNIT z BATH A2 Z 25 X5 - - -- - 1 18 BATH A2 A3.01 UNIT 307 — — — — — — ,e _ _ _ _ _ _ _ _ _ UNIT 25 306— El BATH A2 STORAGE 316 E1 - 18 BATH ,B UNIT a �/ 305 HALLWAY 319 S. STAIR DN 314 A1e UNIT 15 BATH Al BATH C2 304 I I II I BEDROOM UNIT UNI BEDROOM s4 BATH A2 303 30 ® ® �9 0 O i-LCVCL '�*p �iF�Af CO Ll Ae��P� CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 hello@campflrelab.com w .campfrelab.com Q a W W 0 W�/ O Ids 1.L Z 1 W rn [if I-- M J T LLu 0 u J < W J a�Lu W �� J � LL / O z W N =�� J Ln cUn Inn an VACTUAL � IF THE ABOVE OIMENSIC DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE TO BE ENLARGED OR REWCED AFFECTING ALL LABELED SCALES. �C,D fUk. 0� PJEhLL�l9,Dnc5 O or ow REVISIONS: DATE 0.8.2023 JOB 7.12.2023 SCALE 1/8"=1'-0" DRANM BY KLB CHECKED BY JLF A1.03 0 I $ II m IIIIIIIII� IIII 111111 I I UNIT BEDROOM 313 OPEN TO BELOW BEDROOM v BEDROOM ® 9-FTS=SFT IIII IIIIIi li'L I I II I I UNIT 301 ,B UNIT a �/ 305 HALLWAY 319 S. STAIR DN 314 A1e UNIT 15 BATH Al BATH C2 304 I I II I BEDROOM UNIT UNI BEDROOM s4 BATH A2 303 30 ® ® �9 0 O i-LCVCL '�*p �iF�Af CO Ll Ae��P� CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 hello@campflrelab.com w .campfrelab.com Q a W W 0 W�/ O Ids 1.L Z 1 W rn [if I-- M J T LLu 0 u J < W J a�Lu W �� J � LL / O z W N =�� J Ln cUn Inn an VACTUAL � IF THE ABOVE OIMENSIC DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE TO BE ENLARGED OR REWCED AFFECTING ALL LABELED SCALES. �C,D fUk. 0� PJEhLL�l9,Dnc5 O or ow REVISIONS: DATE 0.8.2023 JOB 7.12.2023 SCALE 1/8"=1'-0" DRANM BY KLB CHECKED BY JLF A1.03 TT lel 3 X1 `a' X2 X3 T lol I I I IYI I IYI I A6 AS AS A4 A4 A3 O O O O O A2 O A2 1038 N O � BATH A3 ro UNIT UNIT UNIT UNIT Al 103 104 105 106 A] 0 3'-01/2" 4'-43/4•• 5'-0" 8'-0" O BEDROOM BEDROOM 0 F Al m I I I I BATH A3 124D 7 N C1.1 1028 � m U O Al ;114B $ BATH E1 r LL 1 BATH D2 - C34 � a EO EO Aa UNIT � a BATH F1 M h 102 O O m 1 1 3 C1.2 C2.4 105A 132A cis 02a HALL i HALL 132 AL16 116 AL11 1]A C2.1 I I J u N _—_—_—_ EO IO 5•-g.. g.-0.. I IT, EQ Nu i SMN.CLR EO EO — — i— — — — — — — — —1288 = — — — — —.— —.—.—.—.—.—.—.—.—.—.— C3.1 1D1A ADA LAUND. m 107A C3.2 czs C .9 . b p A3 1018 I 115 a z O O 1 UNIT 3-9 101 0 I U U �� z 1 6 D BATH A2 At1D m 1070 UNIT 6 1 I 107 0 --------- — ---- —� Iw—" W X4 _ _ — — — — — — — — — — — — ¢ r` BATH DI BEDROOM m A13 HALL v ne ENTRY RAMP TORAGEf� 118 I 121 126 I I I 3 I I I I _ F17< 1 1 _ _ m BATH D1 BEDROOM I- UNIT 119�A 13M in 108 ENTRY STAIR 1198 119 w —UP— — — ENTRY STAIR I e V 1080 J Al2 119 I ` Z in f - -- - -- - — J ELEV. MECH N c l s T T czsF 130 C3.2 czs cz.e ---- . . . . . . . . . . . . . . . . I I I I I I I I I A - LEVEL 1 - FLOOR PLAN - 114" - Dependent NORTH 114" = 1 1 -nil '�*p �iF�Af CO Ll Ae��P� CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 hell oQcamp fireab. com w .campfrelab.com 2 w Z Z a IdsW O1'1 0 •W. . Cl) z 1 Lu H0 J T Lu J 0- �� WJ J LL i L:i p z W N =�� J Ln CF) In an VACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE TO BE ENLARGED OR REDIICED AFFECTING ALL LABELED SCALES. JEn L. M y �v((�rIEi9,Dnc9 7z' or o� REVISIONS: No. Description I Date 1 Revision 1 Date 1 A1.04 DATE 9.8.2023 JOB 7.12.2023 SCALE 1/4"=1'-0" DRAWN BY Author CHECKED BY Checker A1.04 lal I I I a D• I - -- - -- - ELEV. MECH 6" cz.z 130 a -g - ,Dan cis czs cz.e 1211 /O ,D9A C32 Cz.6 T77)6177 UNIT EO EO f b + e ro a Ae 114 c3e 114A UTIL. h N M � I 1148 ro Dac m b8 BATH A2 1 0 STORAGE o � m UNIT 109 A„ '�*p �iF�Af CO Ll Ae��P� CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 hello@campflrelab.com w .campfrelab.com m 0 BEDROOM A„ 2 Aa I n— BATH El 9-91 A2 — - — - — - — - — - — - E-7 0 0128A y/ E2 —p — — — 1438 — — — — — — ' 4 — — — — — — 123n — — — — — — — — I Z � C3.1 113A UNIT HALL UTIL. I S S Al j Q A8 EO EO O 113 122 123 j 2 A j a MA --- 124A j O W DN W --------- — — — — — z -p ------ S. ENTRY J 1248 I LL ~ � c3.z 112A HALL 16 1 Lu 7-19, 7-19, I _ — — — — — I — J Lu 0 cr Lu O + — — — — — —•—•-------------I 1'1 S N,w c — b — < — — - W L a J LL V j ADA UNIT ® j N N W N O Z a J Ln cOn CO ej 112 j ro �`; BATN Al7 �`; BATH C2 , j O O I j I ,,,e I „ae I I A1.11 HBjl%T 1"ACTUAL J 1120I b 111C C12 b 110C C12 12]8 O � IFTHE ABOVE NOTMEAS REIONEIN HES MECH. EXACTLY, THIS DRAWING WILL HAVE TO BE ENLARGED OR m REDNCED AFFECTING ALL LABELED 127 SCALES. BEDROOMI U BEDROOM BEDROOMUTIL. A UNIT UNIT128��k111 110 JEN LM `; t�LD.OAE ,? 0 �- - — —— — — — —— — — — —— - - - - - - - - - -�- - oroR`� AB AiD 10 10 10 10 REVISIONS: I 1 I I I I I A+.+g s' -e• m' -D• No. Description Date I 0 I I I I I I I I I A - LEVEL 1 - FLOOR PLAN - 114" - Dependent SOUTH 1/4" = 1 1 -Nil A1.05 DATE 9.8.2023 JOB 7.12.2023 SCALE 1/4"=1'-0" DRAWN BY Author CHECKED BY Checker A1.05 V A18 c1 — A18 T3 X, `a' X2 X3 T `ol I IYI I IYI I On J A1] A16 16 A16 A16 A16 A18 15 15 A15 15 �1 A15 �1 15 �lepp[ COIL`pe�cr�� 21138 C32 CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 m BATH A3 UNIT 5. 1117, UNIT A14 hello@campfirelab.com 205 206 w .campfrelab.com h I UNIT UNIT BEDROOM I S-0117• 4'-4314• s -o- 8' -0 - BEDROOM 0 8'- 0" X' MIN. CLR 203 204 A14 U I 1 I 1 b L J -r - 6.. N 18"MN 2068 J O O A14 c1.1 2a2B BATH A3 I m I z04c c1.1 71 2048 F /�/\�/\��j�� m F C3.1 U m J a BATH C2 ,l Eo ED g BATH Gli T u m IJJ HALL 7 C3.2 � C1.2 C2.4 p`'A 227 O 1'-3" 5 liN B 0 � UNIT � f 6-T' — — — 4' 6' — — — — — — — 4b7 22]A Z ALIGN2�u HALLWAYHALLWAY 222 224 1' 10 W1'1__ -_-_-_-__—_ __rc__------= 0 •..UNITuii a ii li N. STAIR LL u n II II u u n u II J /n 201 9'-8" II II II II II II II a DN ~ u n u II u u n u II N 117A Z u n u II u u n ILS 1 W - - - - - - - -- ----- --- - ---a- — — — — — � [Y ------- ---- W 0 W I i` C4.2 L C a Co W C2.,D II II m A L r, 0J C I LAUNDRY EO EO �I W (V T: Fr pi I °p J In co 223 m, I n BATH D2 7-6'• c31 " U A21 I � I r I I Iry C1.1 ig-11•' 201C EO EO VIF VACTUAL � ' / I — -� — — IF THE ABOVE DIMENSION DOES L / I NOT MEASURE ONE INCH (1••) b EXACTLY, THIS DRAWING WILL BEDROOM1 I / I 1 A21 HAVE TO BE ENLARGED OR p i L — 1 UNIT REDUCED AFFECTING ALL LABELED SCALES. 2018 a s o 207 BATH B1 a L i BEDROOMS A1.14 L I Az1 � 1 I A I_ _ _ — _ _ _ _ _ _ or o� A,B I Rl I I MAIN ENTRY I LAUNDRY 3 I REVISIONS: A19 ................ 7.12.2023 SCALE 1/4"=1'-0" DRAWN BY Author CHECKED BY Checker 221 I — 218 F71 _._—._— .—_—._—._— — — — — lE ._._._.� LOUNGE L—----------- 7 c2.8 t r— — — — — — — — — — — — — — — — —rI— — — — — - I I I I I I I I DATE 9.8.2023 A - LEVEL 2 - FLOOR PLAN - 114" - Dependent NORTH 114" = 1 1-0il JOB 7.12.2023 SCALE 1/4"=1'-0" DRAWN BY Author CHECKED BY Checker A1.06 TT 3 X1 la, X2 X3 l5 l6 I 1 I 1 I I — — — — — — — — — — — — — — A21 XS — — — — — — — — — — EO EO — — — — I I I — — — — — — — — — — — — — — — — — —' — — — ------ MAIN — — MAIN ENTRY LAUNDRY 221 ._._._._._._.218— — — — o ® BATH ClC1 ` I—I J LOUNGE BEDROOM O BEDROOM 0 , D2.6 ___ L 214 N ^ b 1 � �� I 201 b UNIT EO EO i HALL 208D o Ala 213 zaac C3.1 21M 2138 HALLWAY S ro �I 219 a. -p• 21 I I v BATH A2 HALLWAY m 220 I n 9 I � I UNIT i RR i MAINT. 208 z1 i 217 i 225 1'-10" LL A16 � LH 2128 BATH A2 ,T — — __ I�I-=TM�=-�7I-=n- II II II II II II II UNIT c3.t I iiiiiiiii 111121 1 1 l 1 a II u u 111 a II u u 1 S. STAIR A16 EO EO 1 u II u u n 1 u u 1 212 I UP s - gala• II 1a 124A I 1 V L L - 114" = 1'-0" II i1 L -----------yII I1 1I II 11 II 1 -- y _ _az 1_ S2 HALLWAY 216 COMMON 1 zz6A 226 14 I - zz06 I -- - — - — - — - -- II a I I BATH C2 ro ^� 2098 2090 C1.1 I I I I I BEDROOM I I I I 16 I I I I I C0 Ll CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 hello@campflrelab.com w .campfrelab.com F- 0 Z a W W 0 L�V/ 0 Ids r` LL C'n Z' [If C.4 N J uo J a Io J Q Cr) w_ WJ 'w W N ° �� J Ln C) an VACTUAL IF THE ABOVEO DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE TO BE ENLARGED OR REDUCED AFFECTING ALL LABELED SCALES. �C,D fUk. JEn L. M y �v((�rIEi9•Dncc O or o� REVISIONS: No. Description Date , Revision, Date, DATE 9.6.2023 JOB 7.12.2023 SCALE 1/4"=1'-0" DRAM BY Author CHECKED BY Checker A1.07 212A C2.1 I z -o• � 1 ca.z 211A HALLWAY I � 6" z -1131a•• m 215 (E) VIF A18 — F2$_ - UNIT N N N t°b NF 211 A18 BATH All ro 0 2108 J C1.2 1 I L O 211C 0 BEDROOM cza UNIT UNIT 2118 F210 209 0 b A1� ro BATH Al h 0f== LEI I �1 18 A16 �1 A18 ®1 I I 1 I I 1 V L L - 114" = 1'-0" II i1 L -----------yII I1 1I II 11 II 1 -- y _ _az 1_ S2 HALLWAY 216 COMMON 1 zz6A 226 14 I - zz06 I -- - — - — - — - -- II a I I BATH C2 ro ^� 2098 2090 C1.1 I I I I I BEDROOM I I I I 16 I I I I I C0 Ll CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 hello@campflrelab.com w .campfrelab.com F- 0 Z a W W 0 L�V/ 0 Ids r` LL C'n Z' [If C.4 N J uo J a Io J Q Cr) w_ WJ 'w W N ° �� J Ln C) an VACTUAL IF THE ABOVEO DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE TO BE ENLARGED OR REDUCED AFFECTING ALL LABELED SCALES. �C,D fUk. JEn L. M y �v((�rIEi9•Dncc O or o� REVISIONS: No. Description Date , Revision, Date, DATE 9.6.2023 JOB 7.12.2023 SCALE 1/4"=1'-0" DRAM BY Author CHECKED BY Checker A1.07 1l, 1e, 3 X1 la/ X2 3 5 6 I I I I II 22'-512' 8'-91 11'-5" 12'-512' I I I I I �3 �1 A18 18 18 �1 �1 — — — — — - — — — — b 3118 BATH A3 UNIT I I I I 311 BEDROOM BEDROOM I 1 I 1 I I I I � I BATH A3 C1.1 j310B 1 m BEDROOM UNIT 3tzc ct.1 312 3128 O0 BATH C2 U b UNIT r-3 I I N. STAIR m I I I A18 cis 310A w 315 I I I I MAINT. c4., z• -o•• 317 li I I I I I I I l i l UNIT ED I I I I I I I I I I 1 I I I I I II I I I I I I Al n I 309 I I I I I I I I I I 3088 I I I I I I I I I I n = — C0 CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 hello@campflrelab.com w .campfrelab.com w z Q J a -- - m 5 BATH A2 HALLWAY - O J O O m c2.,0 W N N 16 1 318 ---- ----- - ---- - - J LQ cOi) Icco BATH D2 li -I Ili I Ili - Ili InI EIniIt -_FIuIiIi __gIIiIIi _-_FIuIiIi -_FIuIiIi-_-__gIIiIIi =-FIuIiFIi -=�Ili CTUAL ry HAV��EII- TOVBA EO EO U UNIT IF THE ABOVE E DIMENSION DI DOES RE S NOT MEASURE ONE INCH (1") X - - - - - EACTLY, THIS DRAWING WILL REOICEDAFFECTINGALLABELE DC41 SCALES. BATH A2 VIF 18'-11" UNIT _Qc 1 313 c�C SIJ FMN.CLR6. I BEDROOM I JEN L – ON H m gm ®� i9,Dnc — — — — — — — — — — — — — — — — — — — — — — — —BATH A2 ' or3N13—_—_—_—_—_—_—_—_—_—_—_—F+_—_—_—_—_—_—_----UNIT — — REVISIONS�--I No. Description Date 16 1 r1 n A -LEVEL 3 - FLOOR PLAN - 114" - Dependent NORTH W STOP-AGEII I I I 30,D O W Q LV w r` (n Z Lu ° 9.8.2023 M J � wo - - J J a It o �w - - W a J � LL -- - m 5 BATH A2 HALLWAY - O J O O m c2.,0 W N N 16 1 318 ---- ----- - ---- - - J LQ cOi) Icco BATH D2 li -I Ili I Ili - Ili InI EIniIt -_FIuIiIi __gIIiIIi _-_FIuIiIi -_FIuIiIi-_-__gIIiIIi =-FIuIiFIi -=�Ili CTUAL ry HAV��EII- TOVBA EO EO U UNIT IF THE ABOVE E DIMENSION DI DOES RE S NOT MEASURE ONE INCH (1") X - - - - - EACTLY, THIS DRAWING WILL REOICEDAFFECTINGALLABELE DC41 SCALES. BATH A2 VIF 18'-11" UNIT _Qc 1 313 c�C SIJ FMN.CLR6. I BEDROOM I JEN L – ON H m gm ®� i9,Dnc — — — — — — — — — — — — — — — — — — — — — — — —BATH A2 ' or3N13—_—_—_—_—_—_—_—_—_—_—_—F+_—_—_—_—_—_—_----UNIT — — REVISIONS�--I No. Description Date 16 1 r1 n A -LEVEL 3 - FLOOR PLAN - 114" - Dependent NORTH IAV c22 cz.z STOP-AGEII I I I 30,D DATE 9.8.2023 JOB 7.12.2023 SCALE 1/4"=1'-0" DRAWN BY Author CHECKED BY Checker 1 /4" = 1 �-�� `ll `el 3 X1 la, X2 X3 lol la' IYI � IYI xe — E1 LJ — I 1 LL 114" = 1'-0" '�*p �iF�Af CO Ll Ae��P� CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 hello@campflrelab.com w .campfrelab.com F— D '0 vI Z Q J Na W W O LV 0 Lu (� z 1 L 5I— ry M J I— L O J a Ito J 0- �w WJ CL % �- ®�� IIr`kle�e�l le�e�l le�e�l , IL� L U L LI,ww.,rrVRR uuuuu uuu o m o 0 o moo m I[]I I[ll, IKIII[]I I[7 UP 1/8" = 1'-0" TOP OF ROOR� �.-D.. ROOF ME=ANNE LO 25'-6" LEVELLL3 2P -,P' MEZZANINE 1T-2" '�*p CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 hello@campflrelab.com w .campfrelab.com _ _ LEVE LE,JLLE " DATE 9.8.2023 JOB GRADE D. -p. SCALE 1/8"=1'-0" DRAWN BY —y��=III=��—IIIII=IIL��_�—Iy�_III=II_I=��— L � �111—J1-111%- CHECKED BY Checker _� —III—� �—III—� �—III—�— I—��I—III— —III—ffi—III—I - � I—III—� � �—III—� � �—III—� � �—I LE 1 T -81/T' f^ V/ =1 � � �=III—� � �=III—� � �=III— � - =��—III—��—III—��—III—��_ 0-116-116-11611 —� I—I —� �—I —� �—I —I �- -III=III=III=III=III=III=III= r I _ TOPOFROOE —ROOF (E) (E) (E (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) 4 5 8 8 MEZZANINE LOFT — — 25 LEVELELE 20U3 (E)A19 MEZZANIN 1T-T'E (E) Ng (E) (E) (E) (E) (E) (E) (E) (E)8 A 8 A 8 8 A B A1] — — — — — — — — — — — — — LEVEL2 T-61/4" (E)7AN L (E) (E (E) (E) m (E) (E) (E) (E) ] B B GRADE D - p. _ =III=1I —III— —I I_I11=III= =I I I=III=III= I1=III= =III =III= =III=1 =III=1 =III=III=III=III=III=III= 1=III= =III III=I I IL 1=1 L— 1 pL—mLLI I I— 1=p—mL 1 ll mLLI I I=11=—III =III= =III= =III=1 =III=1 =III =III=III=III=1 I: l ml m fim LEVE L 1 1/8" = 1'-0" W W W J � W N z Lu Lu O 5 H0 J ry LLu 0 U J a �o 0- H J W Q Cr) Lu J J LL p z W Ln cUn In an 11"A� IF THE ABOVEO DOES NOT MEASURE ONE INCH (,") EXACTLY, THIS DRAWING WILL HAVE TO BE ENLARGED OR REDUCED AFFECTING ALL LABELED SCALES. �C,D fUk. JEl L. LY n i9,Dnc5 or ow REVISIONS: A2.01 DATE 9.8.2023 JOB 7.12.2023 SCALE 1/8"=1'-0" DRAWN BY Author CHECKED BY Checker A2.01 TOP OFROOF 44'-P' ROOF 34'-P' MEZZANINEE LO E 25'-6' LEVEL�3 MEZZANINE 1T -T' A - SOUTH 1/8" = 1'-0" 1m' F2 E2 y `u, C1 B2 I I I I I I I I I I I NO] I RUN] ICC CURR ENT BOAR DED UP OR ISI II��III PART! LLYBO DED UP m� • REPLACET(E) — —I —I IBJ IBJ IBJ E �I —4 JIN 0101 1 mFe. FRI �-Iim a - EAST 1/8" = 1'-0" I TOP OF ROOF 44'-P' ROOF 34'-P' _ _ _ _ MEZZANINE LOF 25'-B LEVELL 3 20' -1P' _ _ MEZZANINE (E) (E) (E) 1T - T' _ _ LEVELL T-81/4" _ GRADE m m�Tf P -P' LEVEL 1/T� 1 -T-8 '�*p �iF�Af CO Ll Ae��P� CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC 541.914.0334 hello@campflrelab.com w .campfrelab.com W W W J � W z Lu Lu O5 H� J ---Lu O J a �o 0- H J W a (n Lu J J LL p z W Ln cUn In CO VACTUAL IF THE ABOVEO DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE TO BE ENLARGED OR REWCED AFFECTING ALL LABELED SCALES. �C,D fUk. JEN L. EY n H t��LD.OAED or o� REVISIONS: A2.02 DATE 9.8.2023 JOB 7.12.2023 SCALE 1/8"=1'-0" DRAWN BY Author CHECKED BY Checker A2.02