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Home My WebLink AboutPlan, Tentative APPLICANT 10/14/2022&TE PLAN REVEW LFs ARCHITECTS 221002 1 Blue McKenzie Co. I Site Plan Review A Str (7th & 8th) Springfield, OR 97477 D All RAYMOND R 1 OF RENDERING LOOKING AT SOUTHWEST CORNER PROJECT DIRECTORY DEVELOPER NORTHWEST SUSTAINABLE PROPERTIES CONTACTPERSON: 240 SE 2nd Jean-Pierre Veillet Portland, OR 97214 jp@nws-properties.com w .nws-properties.corn T: 971.506.2337 F: 000.000.0000 CIVIL KPFF CONSULTING ENGINEERS CONTACT PERSON: 111 SW 5th Ave #2600 Fedor Urrutia Portland, OR 97204 fedor.urrtia@kpff.com SITE AREA: fed or. u muti a@ kpff. com BUILDING FOOTPRINT: T: 541.579.8350 LANDSCAPE AREA: F: 000.000.0000 LANDSCAPE PLACE CONTACT PERSON: 735 NW 18th Ave Tim Clemen Portland, OR 97209 tim.clemenc@place.la SITE AREA: COMPANYURL BUILDING FOOTPRINT: T: 000.000.0000 LANDSCAPE AREA: F: 000.000.0000 STRUCTURAL HOLMES STRUCTURES CONTACT PERSON: 555 SE Martin Luther King Jr Blvd Eric McDonnell Suite erie.mcdonnell@holmesstructums.us Portland,nd, OR 97214 w .holmesstructures.com T: 503.724.2241 F: 000.000.0000 PROJECT ARCHITECT LRS ARCHITECTS CONTACT PERSON: 720 NW DAVIS ST, STE 300 Cynthia Schuster PORTLAND, OR 97209 cschuster@lmarchitects.com SITE AREA: WWW. LRSARCH ITECTS.COM BUILDING FOOTPRINT: T: 503.807.7822 LANDSCAPE AREA: F: 503.221.2077 DESIGN ARCHITECT LAKE I FLATO ARCHITECTS CONTACT PERSON: 311 3rd Street Todd Wascher San Antonio. Texas 78205 twaschw@lakeflato.com SITE AREA: w .lakeflato.com BUILDING FOOTPRINT: T: 210.579.2308 LANDSCAPE AREA: F: 000.000.0000 MECHANICAL GLUMAC CONTACT PERSON: 900 SW 5th Ave Suite 1600 Eric North Portland, OR 97204 enorthc@glumac.com SITE AREA: http:// n .glumac.com BUILDING FOOTPRINT: T: 000.000.0000 LANDSCAPE AREA: F: 000.000.0000 ELECTRICAL GLUMAC CONTACTPERSON. 900 SW 5th Ave Suite 1600 Derek Bauer Portland, OR dbauw@glumac.com SITE AREA: http:// n .glumac.com BUILDING FOOTPRINT: T: 000.000.0000 LANDSCAPE AREA: F: 000.000.0000 PLUMBING GLUMAC CONTACT PERSON: 900 SW 5th Ave Suite 1600 Eric North Portland, OR 97204 enorth@glumae.com SITE AREA: http://w .glumac.com BUILDING FOOTPRINT: T: 000.000.0000 LANDSCAPE AREA: F: 000.000.0000 ZONING INFORMATION ZON E: MIXED-USE COMMERCIAL DISTRICT (MUC) USE: APARTMENTS AND COMMERCIAL USE (EATING/ DRINKING & OFFICE) - SITEAND UTILITY DEMOLITION PLAN PERMITTED IN MUC ZONE SITE AREA: .27ACRES(11,761 S.F.) BUILDING FOOTPRINT: 8,653 S.F. LANDSCAPE AREA: 27%(3,108 S.F.) BUILDING HEIGHT: ALLOWED: 90'-0" ACTUAL: 88'-3" - OK BICYCLE PARKING - MULTI -FAMILY REQUIRED: i PER UNIT z 84 UNITS =84 REQUIRED PROVIDED: 63 IN UNITS IS IN BIKE ROOM + 3 SITE SHORT-TERM e 84 TOTAL BIKE RACKS BICYCLE PARKING -COMMERCIAL REQUIRED:I PER 600 SF.= 2,217 S.F. (INSIDE) = 3 REQUIRED EATING/ DRINKING PROVIDED:3 SITE SHORT-TERM (ONE OVERSIZED) + 1 BIKE ROOM LONG-TERM =4 TOTAL BIKE RACKS BICYCLE PARKING - COMMERCIAL REQUIRED: i PER 600 SF. =1,700 S.F.=2 REQUIRED OFFICE PROVIDED:1 SITE SHORT-TERM + 1 BIKE ROOM LONG-TERM e 2 TOTAL BIKE RACKS BICYCLE PARKING -OVERSIZED REQUIRED: 10% OF LONG-TERM TOTAL OF UNITS AND COMMERCIAL STANDARD: 63+2= 65 x.1 = 6.5 REQUIRED PROVIDED: 7 TOTAL BICYCLE PARKING SUMMARY: REQUIRED: 88 PROVIDED: 90 PARKING: REQUIRED: NO PARKING REQUIRED PROVIDED: NONE SHEETINDEX SHEETNUMBER SHEETNAME ARCHITECTURAL A000 COVER SHEET CIVIL CIA EXISTING CONDITIONS A201 C2.0 SITEAND UTILITY DEMOLITION PLAN EXTERIOR ELEVATIONS C3.0 PAVING PLAN A503 C4.0 UTILITY PLAN BUILDINGSECTION C5.0 GRADING PLAN C6.1 CIVIL DETAILS LANDSCAPE L101 1 LANDSCAPE MATERIAL PLAN ARCHITECTURAL A001 ARCHITECTURAL SITE PLAN A201 FLOOR PLANS A501 EXTERIOR ELEVATIONS A502 EXTERIOR ELEVATIONS A503 EXTERIOR MATERIALS A601 BUILDINGSECTION ELECTRICAL E001 LIGHTING SITE -EXTERIOR EL101 LIGHTING SITE PLAN 2022.10.02 NORTHWEST SUSTAINABLE PROPERTIES • I / e 1B i0\ I f� I f "B"STREET /n GO�QA�g'b ASO V� pl oeOW" TAX LOT 200D GARAGE 72 BOUNDARY & TOPOGRAPHIC SURVEY OF A PORTION OF BLOCK 72, SPRINGFIELD INVESTMENT AND POWER COMPANY'S ADDITION TO SPRINGFIELD LOCATED IN THE SE QUARTER OF SECTION 35 TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAN CITY OF SPRINGFIELD, LANE COUNTY, OREGON HELD SURVEYED: 28 JUNE 2021 TAX LOT 15N Jo^ss 1B"Ss J.,, La^sa 60 N oo U.S. POST OFFICE -(.�0 �4¢0- O �O Apo Is 5 99'52'37"E SIG� 'EI . DAY �- 9'YV -gryy� a ry B \y� \ a "A" STREET s f 5 3E IS OF BEARINGS P ER OREGON COORDINATEREFERENCE SYST (OCRS EUGENEZONE I I1 NOTES: e BENCHMARK TACK IN LEAD IN TOP OF CURB ATTHE SOUTHWEST CORNER OFTHE INTERSECTION OF GTH AND" A° 'Z 5TREETs, UNDER aTYHAU- BENCHMARK NO. 522 ELLVATION=A59 61' 2.) BASISOF BEARINGS FOR THIS SURVEY LITHE OREGON COORDINATE REFERENCE SYSTEM (OCRSE EUGENE ZONE. THE RO / RESULTANT BEARING OF THE CENTERLINE OF "A" STREET IS SOUTH 89°52'37" EAST. 3.1 BOUNDARY AND EASEMENTS SHOWN HEREON ARE BASED ON TITLE O BY EVERGREEN -AND TITLE COMPANY, EFFECTIVE DATE MAY 20, 2021. Y O)IU THE VARIOUS UTIUTY PROVIDERS. UNLESS INDICATED, DEPTHS OF UTILITY U AVAILABLE. ALL UTILITY LOCATIONS SHOULD BE FIELD VERIFIED (POTHOLED) PRIOR TO CONSTRUCTION. I-===. STORM TABLE: LEGEND: OCATCH BASIN Sp 51ORM MANHOLE �M'S� ONO OXU OHO1 oxu p -t- on �0" I� 0 IEB"OUT(E)-455.96' IEB'IN(SW)-45399' 1 s^m 11 N 89'52'37'�IN 92.45' IE 10" IN (5) =454.]0' 1P^ss O CATCH BA 51IEB'IN ISE) 453.93' WALL RIM =460.26' IES"IN(NEI =455.23' Oxu OH rl", IE8"OUT INW)=458.T/' IS 12" OUT NH=452.92' OSTORM CHU _ _ _ _ EDGE OF ASPHALT RIM=460.46' RIM =460.00' RIGHT-OF-WAY LINE - - IE8"IN(W)=458.46' IE6"OUT LN) =459.00' °� EASEMENT ONE W IE 8" IN ISE) =458.63' LOT LINE O D - - - - �i6 OSTORM MANHOLE PROPERTY LINE RIM =460.96' O CHAIN UNK FENCE FO0i PUBLIC UTILITY EASEMENT IE TO" IN(S)=457.91' r STORM LINE FF=460.98'F S5 B RD RESERVED IN ORDINANCE NO. 54M DO = W WATER LINE 5OCATCH REC NO. 87-53580 G GAS ONE RIM=460.17' IE8"OUT INW)=49.61' DELI OVERHEAD UTILITY ONES (D SIGN OCATCH BASIN RIM =459.77' .8 n IEB"OUT (W)'45855' o W FLAGPOLE O] CATCH easlx SANITARY TABLE: D/W DRIVEWAYENTRY flIM 45954 oRD ROOF DRALN HE OUT INE) 458.14' OSTORM Ol SANITARY MANHOLE MANHOLE RIM =46071' E0 ELECTRICAL METER ERo ELECTRICAL RISER RIM 460,81 IS 10 IN IE) -456.33' IEB IN (SW) 456.91' IS 10 OUT (W)=456.33' FJ POWER POLE IE8' IN (S) 456,81 8' INUT(N)456.81' SANITAO POWER POLE/OVERHEAD LIGHT TAX LOT 22M :E RIM-4RYMANHOLE IE TO" OUT IN)'456.69' RIM=459.55' IN OVERHEAD UGHi ORIM IE6"IN E)-4553' IS 45.59' G0 GAS METER 6" IND- 45A9N RIM 459.73' IE6"IN (001=455.59' REV GAS VALVE IEB"OUT (SW)'458.14' IF 30" OUT (W)' 455.01' IQI SANITARY MANHOLE WITH STRUCTURE n IQ STORM MANHOLE WITH STRUCTURE / ■ CATCH BASIN 0 AREA DRAIN TAX LOT 2300 CONTROL: 00 SANITARY/STORM STRUCTURE# SPRINGFIELD MOTORS :n OWNER STATION DESCRIPTION NORTHING FASTING N THE MOTORS, LLC W0 WATER METER 1 MAG NAIL W/WASHER "KPFF CONTROL" AREA 11,745 SO, FT. (270 ACRES) 203540.13 46139' FIRE HYDRANT 2 11/8" BRASS CAP"BEEF CONTROL' 1 10353.54 203612.56 1 460.60'Q 2 BOUNDARY & TOPOGRAPHIC SURVEY OF A PORTION OF BLOCK 72, SPRINGFIELD INVESTMENT AND POWER COMPANY'S ADDITION TO SPRINGFIELD LOCATED IN THE SE QUARTER OF SECTION 35 TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAN CITY OF SPRINGFIELD, LANE COUNTY, OREGON HELD SURVEYED: 28 JUNE 2021 TAX LOT 15N Jo^ss 1B"Ss J.,, La^sa 60 N oo U.S. POST OFFICE -(.�0 �4¢0- O �O Apo Is 5 99'52'37"E SIG� 'EI . DAY �- 9'YV -gryy� a ry B \y� \ a "A" STREET s f 5 3E IS OF BEARINGS P ER OREGON COORDINATEREFERENCE SYST (OCRS EUGENEZONE I I1 VICINITY MAP SCALE: NTS FLOODPLAIN: THE PROPERTY LIES ON WITHIN AREA ZONE "X", PER FIRM MAP NUMBER 41309C1142F. SOIL TYPES: ACCORDING TO WEB SOIL SURVEY, THE EXISTING SOIL FOR THE SITE CONSIST OF MALABON-URBAN LAND COMPLEX, HYDROLOGI. C SOIL GROUP C, DRAINAGE CLASS, WELL DRAINED. DEPTH OF WATER TABLE IS MORE THAN 80 INCHES. TIME OF TRAVEL ZONES: THIS SITE IS WITHIN THE 99 YEAR TIME OF TRAVEL ZONE. yrs ARCHITECTS 720 NW Davis 503.221.1121 rQ Suite 300 503.221.2077 Portland OR 97209 WWW.Irsarchitects.com CONSULTANT 800 Willamette Street Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 WWFY.kDI PROJECT NUMBER. 221002 Blue McKenzie Apartments ;A Str(7th & 8th) (TENTATIVE ADDRESS) SPRINGFIELD, OR 97477 SHEET TITLE'. EXISTING CONDITIONS KEY PLAN' DRAWN BY. REVISIONS. DB/FU SHEET'. C1.1 100% DESIGN DEVELOPMENT 09.27.22 '1,111 1 1111 Inc IT 20!9 NOTES: 1.1 VERTICALOATUM: CRY OF SPRINGFIELD BENCHMARK TACK IN LEAD IN TOP OF CURB ATTHE SOUTHWEST CORNER OFTHE INTERSECTION OF GTH AND" A° 5TREETs, UNDER aTYHAU- BENCHMARK NO. 522 ELLVATION=A59 61' 2.) BASISOF BEARINGS FOR THIS SURVEY LITHE OREGON COORDINATE REFERENCE SYSTEM (OCRSE EUGENE ZONE. THE RESULTANT BEARING OF THE CENTERLINE OF "A" STREET IS SOUTH 89°52'37" EAST. 3.1 BOUNDARY AND EASEMENTS SHOWN HEREON ARE BASED ON TITLE REPORT NO.21-23364 BY EVERGREEN -AND TITLE COMPANY, EFFECTIVE DATE MAY 20, 2021. 4.) UTILITY LOCATIONS SHOWN ARE PER FIELD LOCATED UTILITY PAINT MARKS & REFERENCE MAPS MADE AVAILABLE BY THE VARIOUS UTIUTY PROVIDERS. UNLESS INDICATED, DEPTHS OF UTILITY ONES ARE NOT AVAILABLE. ALL UTILITY LOCATIONS SHOULD BE FIELD VERIFIED (POTHOLED) PRIOR TO CONSTRUCTION. STORM TABLE: LEGEND: OCATCH BASIN Sp 51ORM MANHOLE BUILDING OUTLINE WITH DOOR RIM =460.20' RIM =459.59' �0" CONCRETE SURFACE IEB"OUT(E)-455.96' IEB'IN(SW)-45399' ASPHALT SURFACE D IE 10" IN (5) =454.]0' O CATCH BA 51IEB'IN ISE) 453.93' WALL RIM =460.26' IES"IN(NEI =455.23' CURB ONE IE8"OUT INW)=458.T/' IS 12" OUT NH=452.92' OSTORM MANHOLE li CATCH BASIN _ _ _ _ EDGE OF ASPHALT RIM=460.46' RIM =460.00' RIGHT-OF-WAY LINE IE8"IN(W)=458.46' IE6"OUT LN) =459.00' EASEMENT ONE IE 8" IN ISE) =458.63' LOT LINE IE 10" OUT IN) =45411 OSTORM MANHOLE PROPERTY LINE RIM =460.96' O CHAIN UNK FENCE IE TO" IN(S)=457.91' Su STORM LINE IEB"IN(SE)=456.76' S5 SANITARY SEWER UNE IE 10 OUT IN) =456.37' W WATER LINE 5OCATCH BASIN G GAS ONE RIM=460.17' IE8"OUT INW)=49.61' DELI OVERHEAD UTILITY ONES (D SIGN OCATCH BASIN RIM =459.77' .8 BOLLARD IEB"OUT (W)'45855' o W FLAGPOLE O] CATCH easlx SANITARY TABLE: D/W DRIVEWAYENTRY flIM 45954 oRD ROOF DRALN HE OUT INE) 458.14' OSTORM Ol SANITARY MANHOLE MANHOLE RIM =46071' E0 ELECTRICAL METER ERo ELECTRICAL RISER RIM 460,81 IS 10 IN IE) -456.33' IEB IN (SW) 456.91' IS 10 OUT (W)=456.33' FJ POWER POLE IE8' IN (S) 456,81 8' INUT(N)456.81' SANITAO POWER POLE/OVERHEAD LIGHT :E RIM-4RYMANHOLE IE TO" OUT IN)'456.69' RIM=459.55' Qo4}-b OVERHEAD UGHi ORIM IE6"IN E)-4553' IS 45.59' G0 GAS METER 6" IND- 45A9N RIM 459.73' IE6"IN (001=455.59' REV GAS VALVE IEB"OUT (SW)'458.14' IF 30" OUT (W)' 455.01' IQI SANITARY MANHOLE WITH STRUCTURE IQ STORM MANHOLE WITH STRUCTURE ■ CATCH BASIN 0 AREA DRAIN PROJECT CONTROL: 00 SANITARY/STORM STRUCTURE# N WATERVALVE STATION DESCRIPTION NORTHING FASTING ELEVATION W0 WATER METER 1 MAG NAIL W/WASHER "KPFF CONTROL" 1081 203540.13 46139' FIRE HYDRANT 2 11/8" BRASS CAP"BEEF CONTROL' 1 10353.54 203612.56 1 460.60'Q DECIDUOUS TREE -PERIMETER REPRESENTS DRIPLINE • FOUND MONUMENT AB1 PROJECT CONTROL POINT NORTH SCALE 2 0 10 40 IN 1 CH = 20 FEE REGISTERED PROFESSIONAL LAND SURVEYOR JOB ND. 2=00 DIGITALLY SIGNED 20�.1457 027 14:5]:33-0]'00' OREGON JUNE T99] 111 aW Aee., smle 2400 TROY T. TETSUKA . T , ON PPrtlan8, OR 97204 2194E 05503.227.3281 F: 503.224.4681 RENEWAL 6/30/20241CPff "'ko0,'`°'" VICINITY MAP SCALE: NTS FLOODPLAIN: THE PROPERTY LIES ON WITHIN AREA ZONE "X", PER FIRM MAP NUMBER 41309C1142F. SOIL TYPES: ACCORDING TO WEB SOIL SURVEY, THE EXISTING SOIL FOR THE SITE CONSIST OF MALABON-URBAN LAND COMPLEX, HYDROLOGI. C SOIL GROUP C, DRAINAGE CLASS, WELL DRAINED. DEPTH OF WATER TABLE IS MORE THAN 80 INCHES. TIME OF TRAVEL ZONES: THIS SITE IS WITHIN THE 99 YEAR TIME OF TRAVEL ZONE. yrs ARCHITECTS 720 NW Davis 503.221.1121 rQ Suite 300 503.221.2077 Portland OR 97209 WWW.Irsarchitects.com CONSULTANT 800 Willamette Street Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 WWFY.kDI PROJECT NUMBER. 221002 Blue McKenzie Apartments ;A Str(7th & 8th) (TENTATIVE ADDRESS) SPRINGFIELD, OR 97477 SHEET TITLE'. EXISTING CONDITIONS KEY PLAN' DRAWN BY. REVISIONS. DB/FU SHEET'. C1.1 100% DESIGN DEVELOPMENT 09.27.22 '1,111 1 1111 Inc IT 20!9 0 0 0 8"SD Q i I "A" STREET S 89052'37" E 379.88' BASIS OF BEARINGS PER OREGON COORDINATE REFERENCE SYSTEM (OCRS) EUGENE ZONE 3 2"G 2"G -- 2"G tVG W 2"G 2"G — I I F 2"G 2"G 2„G ' 2'•G "1I W:� W[� 1�W SHEET NOTES '1. CONTRACTOR MAY STAGE WITHIN LIMITS OF DEMOLITION. f S 2. REMOVE ALL SITE COMPONENTS AND RECYCLE COMPONENTS AS REQUIRED IN THE SPECIFICATIONS. ARCHITECTS 3. GENERAL DEMOLITION PERMIT SHALL BE SECURED BY THE 720 NW Davis 503.221.1121 rQ CONTRACTOR. Suite 300 503.221.2077 4. ALL TRADE LICENSES AND PERMITS NECESSARY FOR THE Portland OR 97209 W W W.Irsarchftects.com PROCUREMENT AND COMPLETION OF THE WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING DEMOLITION. 5. THE CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE 04P�-*656%4819 ALL EXISTING RIGHT-OF-WAY SURVEY MONUMENTATION DURING DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR THE REPLACEMENT BY A LICENSED SURVEYOR OF ANY DAMAGED OR REMOVED MONUMENTS. 2=09 29 DIGITALLY SIGNED 0829:30-OTW 6. PROTECT ALL ITEMS ON ADJACENT PROPERTIES AND IN THE RIGHT OREGON OF WAY INCLUDING BUT NOT LIMITED TO SIGNAL EQUIPMENT, PARKING METERS, SIDEWALKS, STREET TREES, STREET LIGHTS, �9T 19p$ CURBS, PAVEMENT AND SIGNS. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ANY DAMAGED ITEMS TO ORIGINAL CONDITION. EXPIRATION DATE: 6/30/2023 7. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHER FACILITIES IMMEDIATELY ADJACENT TO EXCAVATIONS FROM DAMAGES CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS. CONSULTANT: 8. SAWCUT STRAIGHT LINES IN SIDEWALK, AS NECESSARY. 9. CONTRACTOR IS RESPONSIBLE TO CONTROL DUST AND MUD DURING THE DEMOLITION PERIOD, AND DURING TRANSPORTATION OF DEMOLITION DEBRIS. ALL STREET SURFACES OUTSIDE THE CONSTRUCTION ZONE MUST BE KEPT CLEAN. 19&f 10. ALL EXPOSED PORTIONS OF UNDERGROUND UTILITIES TO BE ABANDONED SHALL BE PLUGGED PER DETAIL 2/06.1. 800 Willamette Street, Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 X wmr.knffcom DEMOLITION KEY NOTES 20 SAWCUT LINE QREVISIONS. 21 REMOVE CONCRETE CURB. 22 REMOVE CONCRETE SIDEWALK 23 REMOVE ASPHALT PAVEMENT. 24 REMOVE DRIVEWAY. 25 REMOVECONCRETE PAVEMENT AND CRUSHED ROCK SUBGRADE TO ALLOW FOR NEW STORM UTILITY MANHOLE AND LINE. 26 REMOVE WHEEL STOP. 27 REMOVE EXISTING UNDERGROUND ELECTRICAL SERVICE. 28 POWER POLE MAY BE REMOVED AND/OR RELOCATED, SEE ELECTRICAL PLANS. PROJECT NUMBER. 221002 29 MONUMENTATION (BRASS SCREW) IN AREA TO BE RECONSTRUCTED. Blue McKenzie GENERAL NOTE X ON SHEET XX.X. 30 OVERHEAD UTILITIES MAY BE REMOVED AND/OR RELOCATED, SEE Apartments ELECTRICAL PLANS. A Str (7th & 8th) 31 REMOVE LIGHT POLE. (TENTATIVE ADDRESS) 32 REMOVE UTILITY STRUCTURE SPRINGFIELD, OR 97477 33 REMOVE EXISTING CATCH BASIN AND INSTALL NEW CATCH BASIN. ❑X PROTECTION KEY NOTES 40 PROTECT CURB AND GUTTER. 41 PROTECT UNDERGROUND UTILITIES. 42 PROTECT OVERHEAD UTILITIES. 43 PROTECT POWER POLE. 44 PROTECT SIDEWALK. 45 PROTECT ASPHALT. 46 PROTECT BOLLARDS. 47 PROTECT SIGN. 48 PROTECT FENCE. 50 PROTECT MANHOLE. SHEET TITLE SITE AND UTILITY 51 PROTECT EX ROOF DRAIN. DEMOLITION PLAN SHEET LEGEND — — PROPERTY LINE DEMOLITION/WORK LIMITS (SHOWN OFFSET FOR CLARITY) — — — — — SAWCUTLINE DEMOLITION LIMITS. DEMOLISH EVERYTHING WITHIN THE DEMOLITION LIMITS UNLESS NOTED OTHERWISE. l h h h h h h h h REMOVE OR ABANDON UTILITY LINE IN KE Y PLAN PLACE DRAWN BY: D8/FU QREVISIONS. (r SCALE 1 INCH = 10 FEET 10 0 10 20 SHEET. C2■ 0 100% DESIGN DEVELOPMENT 09.27.22 LRs 1mhl6,I, I,, l)2119 A STREET m0 o a z i SHEET NOTES 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL. 2. ALL SIDEWALK PAVEMENT JOINTS SHALL BE CONSTRUCTED PER DETAIL XXIXX.X. 3. PROPOSED FRONTAGE IMPROVEMENTS IN RIGHT-OF-WAY SHOWN FOR REFERENCE ONLY. TO BE PERMITTED UNDER SEPARATE PUBLIC WORKS PERMIT. OX KEY NOTES # DESCRIPTION DETAIL REF. 1 SAWCUTLINE 2 STANDARD CURB 3 CURB ENDING 4 SIDEWALK, PRIVATE. 5 SIDEWALK, PUBLIC. 6 DRIVEWAY. 7 RAMP. 8 AREA DRAIN. 9 SLOT DRAIN. 10 DOUBLE CHAMBERED CATCH BASIN W/ FILTER INSERTS. 11 TRANSFORMER SHEET LEGEND PROPERTY LINE PRIVATE SIDEWALK CONCRETE a9 - d_ .-a VEHICULAR CONCRETE PUBLIC SIDEWALK CONCRETE CONCRETE PAVERS, SEE LANDSCAPE PLANS FOR DETAILS LANDSCAPING, SEE LANDSCAPE PLANS FOR DETAILS ---------------- ASPHALT PAVEMENT (I SCALE 1 INCH = 10 FEET 10 0 10 20 yrs ARCHITECTS 720 NW Davis 503.221.1121 rQ Suite 300 503.221.2077 Portland OR 97209 w .Irsarchitects.com Lfl° 56481 DIGITALLY SIGNED 2022.09.29 08:32:500T09 OREGON 12 "CW M. *5 EXPIRATION DATE: 6/30/2023 CONSULTANT 800 Willamette Street Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 wmv.kuff. PROJECT NUMBER'. 221002 Blue McKenzie Apartments A Str(7th & 8th) (TENTATIVE ADDRESS) SPRINGFIELD, OR 97477 SHEET TITLE'. PAVING PLAN KEY PLAN' DRAWN BY. D8/FU L REVISIONS: SHEET'. CIO 100% DESIGN DEVELOPMENT 09.27.22 LRS Ar,hle,t . Inc. t)2010 II� OHU qHU —f II .s 30' SS — OHU OHU — � L r LL LL U 8"SD i i I I RD I CONNECT TO EXISTING 10" SANITERY LINE IC e^ INI-ASS 07 ICL e - e" ovr T: `L FP CONN -1 6" A STREET 3 CONNECT TO EXISTING 10" SANITARY LINE IE 6" IN=455.96 (S) S - 6' PVC FIELD VERIFY POINT OF CONNECTION SO PUBLIC -MH -2 RIM=461.37 IE 10" OUT=456.79 (W) RIM=461.13 2 LF - 6"SD -057.57 (W) S=2.00% r/. SO CO -4 IE 6^ IN=457.53 (S) IE 6" IN=457.53 (E) IE 6" OUT=457.53 (W) B Bo 29B -6,D/ S=1.50% / u 2 LF - 8"SD S=1.5500%%�, Y/ 4" ACO SLOT DRAIN4 E=458.01 U.S. POST OFFICE SD CO -6 IE 6" IN=458.65 (E) IE 6" OUT=458.65 (N) �2LF-6"SD S=1.50% 1 r// FP 90° -BEND -3 Ir 4" ACO SLOT DRAINS IE=458.68 I V/ NGAS 90' -BEND -1 2"NGAS T 2 NGAS CONNA f5 v 2^ I F 17G 2"G SHEET NOTES 1. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE DONE PER DETAIL 1/C6.1 2. OFFSITE (IN ROW) PIPE BEDDING AND TRENCH BACKFILL AND SURFACING PER CITY STD DWG P-100 AND P-101. 3. STRUCTURES LOCATIONS ARE BASED ON CENTER OF STRUCTURE. 4. INSTALL TRUST BLOCK ON FIRE AND WATER LINES PER DETAIL 8/106.1 O UTILITY KEY NOTES NOTE DESCRIPTION DETAIL REF. 1 CONNECT TO EXISTING 8" WATER MAIN. 2 CONNECT TO EXISTING 2" GAS MAIN. FP CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS NOTED. SEE PLUMBING PLANS FOR CONTINUATION. G GENERATOR. GI GREASE INTERCEPTOR. SEE PLUMBING. VENT TO BUILDING. PROVIDE TRAFFIC RATED LID. CONNECT TO GAS METER. CONTRACTOR TO NGAS COORDINATE WITH GAS COMPANY. SEE PLUMBING PLANS FOR CONTINUATION. S CONNECT TO WASTE LINE. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED. CONNECT TO STORM DRAIN/ROOF DRAIN. SEE SO ARCHITECTURAL AND PLUMBING PLANS FOR CONTINUATION. SIZE AND IE AS NOTED. T TRANSFORMER. W CONNECT TO COLD WATER SYSTEM. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED. II UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, U.N.O. UTILITY LABEL LEGEND STRUCTURE LABEL � SEWER, SO. W=WATER, FP=FIRE PROTECTION) e STRUCTURE TYPE CALLOUT XX XX XXL ID NUMBER (WHERE APPLICABLE) o� N-XXXX'XX LOCATION (WHERE APPLICABLE) E=XXXX.XX r RIM= IE IN = XX.X— STRUCTURE INFO (WHERE APPLICABLE) S Cb UTILITY LENGTH �S0 F— o XXLF-XX"XX UTILITY TYPE S=X.XX% SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION o , 3/G6.1 CO CLEANOUT TO GRADE 5/C6.1 DCCB DOUBLE CHAMBERED CATCH BASIN 8"SD i i I I RD I CONNECT TO EXISTING 10" SANITERY LINE IC e^ INI-ASS 07 ICL e - e" ovr T: `L FP CONN -1 6" A STREET 3 CONNECT TO EXISTING 10" SANITARY LINE IE 6" IN=455.96 (S) S - 6' PVC FIELD VERIFY POINT OF CONNECTION SO PUBLIC -MH -2 RIM=461.37 IE 10" OUT=456.79 (W) RIM=461.13 2 LF - 6"SD -057.57 (W) S=2.00% r/. SO CO -4 IE 6^ IN=457.53 (S) IE 6" IN=457.53 (E) IE 6" OUT=457.53 (W) B Bo 29B -6,D/ S=1.50% / u 2 LF - 8"SD S=1.5500%%�, Y/ 4" ACO SLOT DRAIN4 E=458.01 U.S. POST OFFICE SD CO -6 IE 6" IN=458.65 (E) IE 6" OUT=458.65 (N) �2LF-6"SD S=1.50% 1 r// FP 90° -BEND -3 Ir 4" ACO SLOT DRAINS IE=458.68 I V/ NGAS 90' -BEND -1 2"NGAS T 2 NGAS CONNA f5 v 2^ I F 17G 2"G SHEET NOTES 1. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE DONE PER DETAIL 1/C6.1 2. OFFSITE (IN ROW) PIPE BEDDING AND TRENCH BACKFILL AND SURFACING PER CITY STD DWG P-100 AND P-101. 3. STRUCTURES LOCATIONS ARE BASED ON CENTER OF STRUCTURE. 4. INSTALL TRUST BLOCK ON FIRE AND WATER LINES PER DETAIL 8/106.1 O UTILITY KEY NOTES NOTE DESCRIPTION DETAIL REF. 1 CONNECT TO EXISTING 8" WATER MAIN. 2 CONNECT TO EXISTING 2" GAS MAIN. FP CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS NOTED. SEE PLUMBING PLANS FOR CONTINUATION. G GENERATOR. GI GREASE INTERCEPTOR. SEE PLUMBING. VENT TO BUILDING. PROVIDE TRAFFIC RATED LID. CONNECT TO GAS METER. CONTRACTOR TO NGAS COORDINATE WITH GAS COMPANY. SEE PLUMBING PLANS FOR CONTINUATION. S CONNECT TO WASTE LINE. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED. CONNECT TO STORM DRAIN/ROOF DRAIN. SEE SO ARCHITECTURAL AND PLUMBING PLANS FOR CONTINUATION. SIZE AND IE AS NOTED. T TRANSFORMER. W CONNECT TO COLD WATER SYSTEM. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED. II UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, U.N.O. UTILITY LABEL LEGEND STRUCTURE LABEL UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SEWER, W=WATER, FP=FIRE PROTECTION) STRUCTURE TYPE CALLOUT XX XX XXL ID NUMBER (WHERE APPLICABLE) N-XXXX'XX LOCATION (WHERE APPLICABLE) E=XXXX.XX RIM= IE IN = XX.X— STRUCTURE INFO (WHERE APPLICABLE) IE OUT = XX.X PIPE LABEL UTILITY LENGTH F— UTILITY SIZE XXLF-XX"XX UTILITY TYPE S=X.XX% SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REF. AD AREA DRAIN TYPE 3/G6.1 CO CLEANOUT TO GRADE 5/C6.1 DCCB DOUBLE CHAMBERED CATCH BASIN 8/C6.1 FD FOUNDATION DRAINAGE FDC FIRE DEPARTMENT CONNECTION FH FIRE HYDRANT GM GAS METER GV GATE VALVE HB HORIZONTAL BEND MH MANHOLE 4/06.1 PLUG PLUG 2/06.1 SLOT SLOT DRAIN 5/C6.1 DRAIN STUB STUB TB THRUST BLOCK 7/06.1 TEE TEE CONNECTION WM WATER METER (t SCALE 1 INCH = 10 FEET 10 0 10 20 yrs ARCHITECTS 720 NW Davis 503.221.1121 rQ Suite 300 503.221.2077 Portland OR 97209 W .Irsarchitects.com L l ` 56481 *P ILI DIGITALLY SIGNED 2022.09.29 06:33:16-07'00' OREGON M. KE EXPIRATION DATE: 6/30/2023 CONSULTANT: lq)ff 800 Willamette Street Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www.k ff. PROJECT NUMBER'. 221002 Blue McKenzie Apartments A Str(7th & 8th) (TENTATIVE ADDRESS) SPRINGFIELD, OR 97477 SHEET TITLE'. UTILITY PLAN KEY PLAN'. DRAWN BY. DB/FU /_REVISIONS. SHEET'. C4.0 100% DESIGN DEVELOPMENT 09.27.22 LRs Ar,hle,t . Lm. t)2019 )HU fIHII[ mU H 010 o a z i ® O A STREET SHEET NOTES 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY. 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY DIRECTION. 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES (ADAAG). 4. 136.90 CU. YD. OF CUT, 2.28 CU. YD. OF FILL, NET 134.62 CU. YD. OF CUT. GRADING LABEL LEGEND CALLOUT DESCRIPTION X.X% GRADING SLOPE AND DIRECTION(DOWNHILL) — — — — — 50 — — — SPOT ELEVATION 49 CONTOUR MINOR (FG) 50 DESCRIPTION LISTED BELOW. NO DESCRIPTION MEANS TP OR TG XX.XX XX EG EXISTING GRADE FF FINISHED FLOOR HP HIGH POINT LP LOW POINT RIM RIM OF STRUCTURE TC TOP OF CURB TP TOP OF PAVEMENT (XXX,)(*) EXISTING GRADE (MATCH WHERE APPLICABLE) SHEET LEGEND — — — — — — — GRADE BREAK 49 EX. CONTOUR MINOR — — — — — 50 — — — — — EX. CONTOUR MAJOR 49 CONTOUR MINOR (FG) 50 CONTOUR MAJOR (FG) (I SCALE 1 INCH = 10 FEET 10 0 10 20 yrs ARCHITECTS 720 NW Davis 503.221.1121 rQ Suite 300 503.221.2077 Portland OR 97209 vivivi.Irsarchitects.com o"'*s648%1'e- DIGITALLY SIGNED 2'09'29 08:34:14-OT00' OREGON M. KE EXPIRATION DATE: 6/30/2023 CONSULTANT 800 Willamette Street Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 wmv.kuff. PROJECT NUMBER. 221002 Blue McKenzie Apartments A Str(7th & 8th)' (TENTATIVE ADDRESS) SPRINGFIELD, OR 97477 SHEET TITLE'. GRADING PLAN KEY PLAN' DRAWN BY: DS/FU L REVISIONS: SHEET'. C5m 0 100% DESIGN DEVELOPMENT 09.27.22 uRs A,,m1e,t.=. hi, T2019 EACH AREA IS Y2 OF Y4" PLYWOOD OVE TABULATED TOTAL AREA FACE OF BOLTS I ff t TEE PLUGGE-DC-WYE YE PLUG OR CAP LL�m U = Al S A2 BEND PLUGGED CROSS TEE 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 3. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON THE PLAN; e.g. 15 INDICATES 15 SQUAROF ET BEARING AREA REQUIRED. 4. IF NOT SHOWN ON PLANS REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED BELOW, ADJUST IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS (ES) STATED IN THE SPECIAL SPECIFICATIONS. 5. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. BEARING AREA OF THRUST BLOCK IN SQUARE FOOT NOTE: ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 p.s.i. AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 p.s.i.. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURE AND SOIL BEARING STRESSES, USE THE FOLLOWING EQUATION: BEARING AREA= (TEST PRESSURE/150)X(2000/ SOIL BEARING STRESS)X(TABLE VALUE). THRUST BLOCK SCALE: NTS 53" FLOGARD TM FILTER INSERT (MODEL FGP-24F8) ----- WOVEN MESH FILTER BODY w a NOTES: � I II "� BOX FABRICATED FROM � I I �� 10 GA MATERIAL I II NEOPRENE GASKET - - (TWO SIDES) OUTLET 48" LONG DUCTILE IRON SOLID LID & DUCTILE IRON GRATE PLAN VIEW BIKE PROOF, HEAVY SILT & DEBRIS HIGH DUTY TRAFFIC GRATE CONTAINMENT AREA FLOW SUPPORTS AASHTO 1,2I2x2�xi BYPASS H2O LOADS FRAME 53" I I I T- I OUTLET I I r 7S�EDIMENT 42" -SEDIMENT TRAP W/ HINGED ISD TRAP I 48" REPLACEABLE ABSORBENT SIDE VIEW POUCHES ISOMETRIC SEDIMENT & HYDROCARBONS FILTRATION SYSTEM STATE APPROVED - ASPHALT DIPPED 24"x42" - 6"0 OUTLET DWGSAND COLLECTOR CATCH BASIN MODEL: SCBFIO-42HB-6 F5 DATE: 11/19/2020 SCALE: NONE Gibson Steel Basins, Inc. 1040 Arrowsmith St. Eugme 0, 97402 (541) 484-7200 or (600) 574-8096 VIER ue at: n -gib a°nateelbaeina.cpm ESP 1996 Email ve at: sale.@gib..n.t..1ba.i...cpm OCD 150089 DOUBLE CHAMBERED CATCH BASIN SCALE: NTS m0 o z a i HARD SURFACE LANDSCAPE AREA CAST IRON FRAME ANDI MECHANICAL PLUG COVER TO FINISHED GRADE IN I WITH GASKET PAVED AREAS RISERO.D. CAST IRON FRAME AC PVM'T OR CONC. PAVING OR +y' MIN. SET IN CONCRETE OTHERSURFACING� 2"MIN. 4" MIN. PIMA 7:1:7ilPIyp CARRIER PIP Y J � p TEE za zw�< �r LL�a2. m PLUGGED ON #4 HOOP CENTERED IN h w 3000 PSI CONCRETE LL RUN ... PAD. MIN. FITTING TEE, 90° BEND Al A2 45' BEND 22Y,° 11y° SIZE WYE, PLUGGED 5 BEND BEND a PLUG, CROSS K RISER PIPE w OR CAP NOTE 3 a 4. 4 1.0 1.4 1.9 1.4 1.0 TRENCH BACKFILL OIL 6 1 2.1 1 3.0 1 4.3 13.0 1.6 1.0 8 3.8 5.3 7.6 5.4 2.9 1.5 1.0 10 5.9 1 8.4 1 11.8 18.4 4.6 1 2.4 1.2 NOTE: ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 p.s.i. AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 p.s.i.. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURE AND SOIL BEARING STRESSES, USE THE FOLLOWING EQUATION: BEARING AREA= (TEST PRESSURE/150)X(2000/ SOIL BEARING STRESS)X(TABLE VALUE). THRUST BLOCK SCALE: NTS 53" FLOGARD TM FILTER INSERT (MODEL FGP-24F8) ----- WOVEN MESH FILTER BODY w a NOTES: � I II "� BOX FABRICATED FROM � I I �� 10 GA MATERIAL I II NEOPRENE GASKET - - (TWO SIDES) OUTLET 48" LONG DUCTILE IRON SOLID LID & DUCTILE IRON GRATE PLAN VIEW BIKE PROOF, HEAVY SILT & DEBRIS HIGH DUTY TRAFFIC GRATE CONTAINMENT AREA FLOW SUPPORTS AASHTO 1,2I2x2�xi BYPASS H2O LOADS FRAME 53" I I I T- I OUTLET I I r 7S�EDIMENT 42" -SEDIMENT TRAP W/ HINGED ISD TRAP I 48" REPLACEABLE ABSORBENT SIDE VIEW POUCHES ISOMETRIC SEDIMENT & HYDROCARBONS FILTRATION SYSTEM STATE APPROVED - ASPHALT DIPPED 24"x42" - 6"0 OUTLET DWGSAND COLLECTOR CATCH BASIN MODEL: SCBFIO-42HB-6 F5 DATE: 11/19/2020 SCALE: NONE Gibson Steel Basins, Inc. 1040 Arrowsmith St. Eugme 0, 97402 (541) 484-7200 or (600) 574-8096 VIER ue at: n -gib a°nateelbaeina.cpm ESP 1996 Email ve at: sale.@gib..n.t..1ba.i...cpm OCD 150089 DOUBLE CHAMBERED CATCH BASIN SCALE: NTS m0 o z a i HARD SURFACE LANDSCAPE AREA CAST IRON FRAME ANDI MECHANICAL PLUG COVER TO FINISHED GRADE IN I WITH GASKET PAVED AREAS RISERO.D. CAST IRON FRAME AC PVM'T OR CONC. PAVING OR +y' MIN. SET IN CONCRETE OTHERSURFACING� 2"MIN. 4" MIN. PIMA 7:1:7ilPIyp CARRIER PIP IF REQUIRED BEDDING MATERIAL NOTES: 1. CAST IRON FRAME AND COVER SHALL MEET H-20 LOAD REQUIREMENT. 2. FOR CARRIER PIPE SIZE 6"0 AND LESS, PROVIDE RISER PIPE SIZE TO MATCH CARRIER PIPE. 3. FOR CARRIER PIPE SIZE 8"0 AND LARGER, RISER PIPE SHALL BE 6'0. 4. RISER PIPE MATERIAL TO MATCH CARRIER PIPE MATERIAL. STANDARD CLEANOUT (COTG) SCALE: NTS lee A - r'•a - 4 - �• ^ t4 - B A PLAN SLOT TO BE ON NORTH VINSTALL REMOVABLE SIDE OF SLOT DRAIN BRICK/CONCRETE SECTION IN SEPERATE CONCRETE LIFT PLACE OF TRENCH GRATE AT END OF SLOT DRAIN. ALIGN WITH PAVERS. SEE NOTE 2 4" MIN. 4" VARIES. SEE NOTE 1 --� 4" MIN. SECTION A INSTALL REMOVABLE BRICK/CONCRETE SECTION IN PLACE OF TRENCH GRATE -- FLOW --- END CAP WITH 4" 1. PIPE HUB. MATCH INVERT. SEPERATE CONCRETE UFT FLOW TRENCH SYSTEM END CAP & CONNECTION TO PIPE. SEE PLAN FOR SECTION B INVERT AND PIPE SIZE. NOTES: 1. TRENCH DRAIN SHALL BE ACO TRENCH DRAIN, SLOPED PER PLAN. 2. GALVANIZED STEEL HEEL RESISTANT BRICKSLOT 100 BY ACO. 3. TRENCH SYSTEM SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. SLOT DRAIN SCALE: NTS ok RESURFACING MATCH PAVED UNPAVED EXISTING PAVEMENT SECTION AREAS AREAS EXISTING AC SAWCUT DETECTABLE PAVEMENT LINE WARNING TAPE S Y J � p L- 1" MAX. za zw�< �r LL�a2. m mZ #4 HOOP CENTERED IN h w 3000 PSI CONCRETE LL p ... PAD. MIN. � w Y IPROVIDEy4"MIN. m M � MANHOLE BASE. FOR 5 CONNCCRENCE EPADAND a --6j RISER PIPE K RISER PIPE w NOTE 3 a 4. ' e p ; ° �'° o •, TRENCH BACKFILL OIL TRACER WIRE o I w U ?O a �x ".~......... y X• BASE ROCK 45° BEND .......•::��•:;::.4..: ��;:..:.:ti e'°o• 1. ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM G-478. 2. MANHOLE BASE MAY BE PRECAST OR CAST IN PLACE. SEE STANDARD MANHOLE BASE DETAILS. 3. ALL CONNECTING PIPES SHALL HAVE FLEXIBLE, GASKETED AND UNRESTRAINED JOINT WITHIN 18" OF MANHOLE VAULT.. INSTALL PLUG WITH 4 GASKET IF END OF LINE - SERVICE CONNECTION IF REQUIRED BEDDING MATERIAL NOTES: 1. CAST IRON FRAME AND COVER SHALL MEET H-20 LOAD REQUIREMENT. 2. FOR CARRIER PIPE SIZE 6"0 AND LESS, PROVIDE RISER PIPE SIZE TO MATCH CARRIER PIPE. 3. FOR CARRIER PIPE SIZE 8"0 AND LARGER, RISER PIPE SHALL BE 6'0. 4. RISER PIPE MATERIAL TO MATCH CARRIER PIPE MATERIAL. STANDARD CLEANOUT (COTG) SCALE: NTS lee A - r'•a - 4 - �• ^ t4 - B A PLAN SLOT TO BE ON NORTH VINSTALL REMOVABLE SIDE OF SLOT DRAIN BRICK/CONCRETE SECTION IN SEPERATE CONCRETE LIFT PLACE OF TRENCH GRATE AT END OF SLOT DRAIN. ALIGN WITH PAVERS. SEE NOTE 2 4" MIN. 4" VARIES. SEE NOTE 1 --� 4" MIN. SECTION A INSTALL REMOVABLE BRICK/CONCRETE SECTION IN PLACE OF TRENCH GRATE -- FLOW --- END CAP WITH 4" 1. PIPE HUB. MATCH INVERT. SEPERATE CONCRETE UFT FLOW TRENCH SYSTEM END CAP & CONNECTION TO PIPE. SEE PLAN FOR SECTION B INVERT AND PIPE SIZE. NOTES: 1. TRENCH DRAIN SHALL BE ACO TRENCH DRAIN, SLOPED PER PLAN. 2. GALVANIZED STEEL HEEL RESISTANT BRICKSLOT 100 BY ACO. 3. TRENCH SYSTEM SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. SLOT DRAIN SCALE: NTS ok RESURFACING MATCH PAVED UNPAVED EXISTING PAVEMENT SECTION AREAS AREAS EXISTING AC SAWCUT DETECTABLE PAVEMENT LINE WARNING TAPE S Y J � p x J wZLJ-y-y Y za zw�< �r LL�a2. m mZ W h w LL p ... 1 J ej �ULL MIN. � w Y Z � Q m x, MIN. MIN. TYPICAL PIPE BEDDING AND BACKFILL SCALE: NTS PIPE TO BE ABANDONED PACKING MATERIAL TO CONTAIN CONCRETE PLUG SCALE: NTS 12" Y J 6 O y" W " > 2.00' p ... MIN. LL PREFORME M � MANHOLE BASE. y0 5 SEE NOTE 2 a --6j K w NOTE 3 a 4. ti OIL TRACER WIRE o I w U ?O a �x ".~......... y X• BASE ROCK .......•::��•:;::.4..: ��;:..:.:ti FILL PIPE WITH CONIC. 1' MIN. INTO PIPE e: 3" MEDIUM DUTY 15.1 SQ. TOP OF PAVEMENT TRAFFIC GRATE. RIM=PER PLAN (WHERE APPLICABLE) TOP OF GROUND (WHERE APPLICABLE) ENGINEERED FILL;PER SIZE IL2>1� LAN r3' NOTE 1 I ,,,,, / IE PER PLAN 4' COMPACT SUBGRADE NOTE: 1. 10 GAGE STEEL PLATE, BITUMINOUS COATED, AS MANUFACTURED BY GIBSON STEEL BASINS OR APPROVED EQUAL. TRAPPED AREA DRAIN SCALE: NTS MANHOLE FRAME AND COVER AS SPECIFIED 25" LADDER RUNGS, W IT OC, TYP. GROUT FRAME, TYP. r FINISH GRADE GRADE RINGS 3" MIN. 12" MAX. > 6 y" HEIGHT VARIES. SEE " > 2.00' p ... MIN. PREFORME 5 MANHOLE BASE. L6' SEE NOTE 2 --6j T. MEDIUM DUTY 15.1 SQ. TOP OF PAVEMENT TRAFFIC GRATE. RIM=PER PLAN (WHERE APPLICABLE) TOP OF GROUND (WHERE APPLICABLE) ENGINEERED FILL;PER SIZE IL2>1� LAN r3' NOTE 1 I ,,,,, / IE PER PLAN 4' COMPACT SUBGRADE NOTE: 1. 10 GAGE STEEL PLATE, BITUMINOUS COATED, AS MANUFACTURED BY GIBSON STEEL BASINS OR APPROVED EQUAL. TRAPPED AREA DRAIN SCALE: NTS MANHOLE FRAME AND COVER AS SPECIFIED 25" LADDER RUNGS, W IT OC, TYP. GROUT FRAME, TYP. r FINISH GRADE GRADE RINGS 3" MIN. 12" MAX. > PRECAST SECTIONS, HEIGHT VARIES. SEE " > 2.00' NOTE 1. MIN. PREFORME 5 MANHOLE BASE. RUBBER SEE NOTE 2 GASKET NOTE 3 4. I a ".~......... y X• BASE ROCK .......•::��•:;::.4..: ��;:..:.:ti NOTES: 1. ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM G-478. 2. MANHOLE BASE MAY BE PRECAST OR CAST IN PLACE. SEE STANDARD MANHOLE BASE DETAILS. 3. ALL CONNECTING PIPES SHALL HAVE FLEXIBLE, GASKETED AND UNRESTRAINED JOINT WITHIN 18" OF MANHOLE VAULT.. STANDARD MANHOLE 4 SCALE: NTS yrs ARCHITECTS 720 NVV Davis 503.221.1121 rQ Suite 300 503.221.2077 Portland OR 97209 WWW.Irsarchitects.com e""656481 %91e- DIGITALLY SIGNED 2022'09'29 08:34:41-07'00' WIR111 EXPIRATION DATE: 6/30/2023 CONSULTANT 800 Willamette Street, Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 wmY.kpff. PROJECT NUMBER. 221002 Blue McKenzie ADartments ;A Str I & 8th) (TENTATIVE ADDRESS) SPRINGFIELD, OR 97477 SHEET TITLE'. CIVIL DETAILS KEY PLAN: DRAWN BY: 11/23/2021 DB/FU QREVISIONS: SHEET'. C6.1 100% DESIGN DEVELOPMENT 09.27.22 LRSAr,hde,t. Inc. 02010 Landscape Material Plan L101 2) 735 NW 18th Avenue Portland, OR 97209 503.334.2080 www.plcce.lc SCALE: V=10' 0 5 10 20 LFs ARCHITECTS �I I I I I 221002 1 Blue McKenzie Co. I Site Plan Review -A Str (7th & 8th) Springfield, OR 97477 MATERIALS SCHEDULE PAVEMENTS ® Al ASPHALT PAVING- VEHICULAR (SEE CIVIL) B1" CONCRETE PAVING -VEHICULAR ® B2 CONCRETE PAVING -PEDESTRIAN RAISED PLANTER -MOVEABLE C1 CONCRETE UNIT PAVERS - MATCH METAL FINISH AT BLDG. - WILLAMETTE GRAYSTONE 8 (1) H1 ACER PALMATUM MISCELLANEOUS - VERONA SERIES: 3'x16"x60MM Di 6" WIDE CONCRETE CURB -RAISED ® p2 6" WIDE CONCRETE CURB - FLUSH SITE FURNISHINGS B� q y[E M1 TABLE AND CHAIRS (BY OWNER) e M2 S.S. BIKE RACK M3 RAISED PLANTER -MOVEABLE - 30"Lx24'Dx24'H WITH DRAIN SAUCER - MATCH METAL FINISH AT BLDG. PLANTING (12' SOIL DEPTH, IRRIGATION AND MULCH) o°v° P1 STREETTREE 0 0 - 2^ CAL. CREPE MYRTLE - GROUNDCOVER PLANTS 00000 P2 GROUNDCOVER PLANTS: - 12" DEPTH OF TOPSOIL & T DEPTH OF MULCH - AUTOMATIC IRRIGATION - LIRIOPE MUSCARI: 4' POT 12' O.C. D1 STREETLIGHT - ORNAMENTAL, CITY STANDARD SHEET NOTES: O1 RESTORE EXISTING DAMAGED BY CONSTRUCTION (MINIMAL EXTENT SHOWN): DECOMPACT TO A 6" DEPTH, FINE GRADE SOIL AND INSTALL GRASS SEED MIX: SUBMIT MIX FOR APPROVAL. OTRENCH DRAIN (SEE CIVIL) O PROJECT NORTH 20i _/ 10= NORTHWEST SUSTAINABLE PROPERTIES p3 RAISED PLANTER PLANTS: - 20" DEPTH OF TOPSOIL & T DEPTH OF MULCH - WATER BY HAND - (3) H1 HOSTA HALCYON & (2) H1 SARCOCOCCA HUMILIS 8 (1) H1 ACER PALMATUM MISCELLANEOUS D1 STREETLIGHT - ORNAMENTAL, CITY STANDARD SHEET NOTES: O1 RESTORE EXISTING DAMAGED BY CONSTRUCTION (MINIMAL EXTENT SHOWN): DECOMPACT TO A 6" DEPTH, FINE GRADE SOIL AND INSTALL GRASS SEED MIX: SUBMIT MIX FOR APPROVAL. OTRENCH DRAIN (SEE CIVIL) O PROJECT NORTH 20i _/ 10= NORTHWEST SUSTAINABLE PROPERTIES ARCHTECTURAL SITE PLAN A001 - a I-----�--- ------ oRD � EX GRASS 'LS— — 6•en F HU OHU OI�U OHU� OHU OHU OHU OHU OHU OHU OHU HV OHU OHU OHU � OHU OH D 6sD 13 6"SO 6"SD 6'•50 �' F .52'3 E 92.4 ' vo°ss^ss 5 vb^ss vo'•ss iD^ss vo ss vo ss vo'•ss v ss vo ss c F — OHU OHU F 4 7 (� UTID ACCE 11 / w UJ GI Z v ]C F (Ar' D= ❑ \ ® RECYCLE ® TRASH li \— a o RD E B o B NORTH 4 CV acv oRD F.F.461.25 LOBBY i6 TRASH i6 U) = 6 I XED USE N MAB. BOXES 1 GI *P US POST — _ +F.F.461.25 OFFICE El ®- VOLTAGE BOUTIQUE HOTEL/ •k O N OFFICE o O , O �H w iBIKE OSTORAGE EPOWER CORRIDOR N O ma_ ON I I N 'o V Z I I I w _ _j *F.FA60.75 - WATER FIRE HOT W Z PUMP APARTMENTS/1, SPRINGFIELD MOTORS TAX LOT 300 1 STAIR__ 1 TAX LOT 2200 UC OFFICE O n n I I i COMMERCIAL LEASE V I I V c L-- SPACE u SOUTH MARKETING 0 +F.FA60.75 OFFICE LE L G �F.FA66.75 2 F r -- I I a o I I ® ® I I I I D I ELEV � '$F.F A60.75 27 s ® *P n m 27 CDO b o 25 POUR -OVER I N 0 KU - 88915Z3# inse ' n H O I FH 1 e 15 STAIR OHU F.F.461.25 0 29 ® GENERATOR a' -z 16 1173/4 6 BD B ELEC. B u 0 vo°ss io"ss I / 8'W ® o XED USE *P US POST OFFICE El ®- BOUTIQUE HOTEL/ •k O OFFICE a O ® ® w N 6 F.F.460.75 N 'o V Z WATER FIRE HOT W PUMP 1 SOUTH 1 1 STAIR__ 1 LEASING OFFICE i E2 u SOUTH MARKETING LOBBY OFFICE LE L G �F.FA66.75 2 F o in ® ® 8W 8W 8W a'W g"W WW 8"W 8'^N 8"W / 10 I s eI- / "A" STREET a 0 0 5' ID' m Scale: 1" = 10'-0" 8"SD LFs 221002 1 Biue McKenzie Co. I Site Plan Review ARCHITECTS Springfield, OR 97477 D Ai?C RAYMOND R I OF I L] 8"W W V 3 E 2"G 2'•G 2"G 2"G 2•'G 2"G 2"G 2"G 2"G 2"G 2"G T'G 28 ESL Z W Wry W W GENERAL NOTES A SITE INFORMATION IS BASED ON OWNER'S SURVEY DATED JUNE 12021 BY kpff B REFER TO GEO TECHNICAL REPORT DATED JULY 20,2021 BY NV5 C BUILDING IS PARALLEL SOUTH (A STREET) PROPERTY LINE. D CURBS ARE PARALLEL OR PERPENDICULAR TO THE ADJACENT PROPERTY LINE. KEY NOTES iO NEW STREET TREE AND TREE WELL PER CITY REQ. O EXISTING CONCRETE SIDEWALK O EXISTING CONCRETE CURB AND GUTTER OEXISTING ASPHALT PAVEMENT- PATCH AND MATCH EX GRADES OCONCRETE CURB- HEIGHT WILL VARY WITH ADJACNET GRADE O FUTURE TENANT IMPROVEMENT SPACE O SHORT TERM BICYCLE RACK O VERSIZED BICYCLE RACK SPACE W X 8 Og (14) STAGGERED WALL MOUNTED BIKE RACKS' (SHORT TERM) 10 EXISTING FIRE HYDRANT 11 ACCESS DRIVE CONCRETE PAVING (TYP) SEE CIVIL/ LANDSCAPE 12 CONCRETE FILL PIPE BOLLARD PER SUB 13 5'X7 VAULT /ELECTRIC TRANSFORMER PER SUB -COORD W/ UTILITY 14 CATCH BASIN - SEE CIVIL 15 REPLACE EXISTING CONCRETE DRIVEWAY APRON CURB WITH CONCRETE CURB AND GUTTER TO CITY STANARDS. TIE INTO EXISTING CURB AND GUTTER. SEE DEMOLITION SITE PLAN AND CIVIL DRAWINGS. ig TRASH BINS, NIC 17 CONCRETE SIDEWALK TO MEET CITY STANDARDS 18 GENERATOR LOCATION 19 PUBLIC AMENITY-DECORATIVE(2) SHORT TERMS BIKES RACKS 20 DECORATIVE ACORN LIGHT PER CIN STANDARD 21 SUB POWER POLE TO BE REMOVED- UNDERGROUND POWER PER SUB 22 COM POLE TO REMAIN 23 GAS METER 24 CONCRETE SIDEWALK -PER GEO REPORT 25 PAVERS PER LANDSCAPE PLANS O PLANTER -SEE LANDSCAPE 27 CORETEN PLANTERS TYP 28 EXISTING STREET LIGHT O AREA DRAIN O MINI CHANNEL TRENCH DRAIN LEGEND SITE PROPERTY BOUNDARY SITE EASEMENT BUILDING CONCRETE SIDEWALK W/ CJs 'kP PUBLIC ENTRY ON ACCESSIBLE ROUTE 7A'R RESTRICTED ENTRY ON ACCESSIBLE ROUTE * ELEVATOR USED AS AN ACCESSIBLE MEANS OF EGRESS O PROJECTNORTH 2022.10.02 NORTHWEST SUSTAINABLE PROPERTIES FLOOR PLANS 97-1 qG Pq 4'4• 13'-7'• 1T-11" 10'-0" 15'-0" 3._0.1 8•-6•• 51-01• - ---------------I-------- I-------------I---------I� I NORTH I TRASH I I I I a lI} GENERATOR — — MAIL --J — — W BIKE MPOE/MDF I HSPG NORTH I a I STORAGE �461.25 I STAI iLEC E POWER I I --�-I --- --- - —� — I � I I I I I I I I I --- I I I I I -rt--t—----- --- r - - r - I I _460.75 A; I TENANT TENANT I I IMPROVEMENT O I IMPROVEMENT I I I I I I I I I - - ----- -I-� I I I HOT WATER I WATER RFIRE PUMP I I II I I ,I II I m LEASING ELEV I I SOUTI� I OFFICE SOUTH TENANT LOBBY I MPROVEMENT I I SEE LANDSCAPE DRAWINGS q I FOR PAVING PATTERNS ------_ -�-- - L --I- 4 ____ — _—J-- 0 4' 8' 16 Scale: 1/8" = V-0" 1. LEVEL 1 FLOOR PLAN A201 SCALE: 1B" =1'-0" RAYMONDrR Fs Y CEY 221002 I Blue McKenzie Co. I Site Plan Review 2 ARCHITECTS A Str (7th & 8th)Springfield, OR 97477 R a R _ OF Maw' C ' � II■ I I - I■ I L of I I \ - �i i 1-'�--- ILII .. �I' ■ IIIIIII�� ■ I I�i � I III�_IIII■ �I� .. I'll I i ■II■�■ ■■ \ � Inl � INCORRIDORu L_. _ w ■I I■�, ��I UUNIIIII� IT 205 i n JI ----------+ �.. I �.______'---•gam--ice i �I' I■ �I_I I■ i I i I II� IWC 111■ iI� - —_ -- I ulmi■ e -------------- � " I�YI _ q FYI FT -TTI i 260 .... .......�C.. � .......� . -- --- ---HE -............... I ISI I�■ 2. LEVEL 2 FLOOR PLAN A201 SCALE: 30'1 14'-5 1/2" O O O PROJECT NORTH 2022.10.02 NORTHWEST SUSTAINABLE PROPERTIES EXTERIOR EL -''-"TI C 1 A60 ONS D E ?G H J � SMP -1 MP -1 Mm 1 �. d IIIIIIIII, ® ■ 7 6" ADDRESS NUMBERS LOOP BICYLE PARKING STREET LIGHT DECORATIVE SCREEN SIGNAGE/TBD 1 1 1 1 PROPERTY LINE, SEE SITE PLAN PROPERTY LINE,.... SEE SITE PLAN 11 10 9 8 EXTERIOR MATERIAL LEGEND Mp-1 m NU -WAVE METAL CLADDING I ZINCALUME SW -1 ALUMINUM STOREFRONT I BLACK Cp-1 _ CERACLAD CASTSTRIPE I CHARCOAL VW -1 VINYL WINDOWS I BLACK Cp-2 ® SWISSPEARL I CARAT I SAHARA FA41 PRE -FINISHED METAL I BLACK 7000, 7001, 7002 C-1 ® BOARD -FORMED CONCRETE EP -1 EXTERIOR PAINT I SHERWIN WILLIAMS TRICORN SW 6258. ROOFTOP MECHANICAL UNIT - NOT VISIBLE FROM STREET 5 4 3 2 1 PV ARRAY PROPERTY LINE, SEE SITE PLAN SW -1 STOREFRONT SYSTEM, TYP PARKING 1. SOUTH ELEVATION 2. WEST ELEVATION A501 SCALE: 1/8"=1-0" A501 SCALE: 1/8"=1-0" 0 4' 8' 16 Scale: As indicated D S�ti ARC,�r 2022.1 0.02 >:AYMo�R NORTHWEST firs HR �Y 221002 � Blue McKenzie Co. � Site Plan Review 2 "� SUSTAINABLE ARCHITECTS 740 A Street l Springfield, OR 97477 PROPERTIES OF ORtiG� EXTERIOR EL -''-"TI PROPERTY LINE, SEE SITE PLAN ONS 00 00 0 0 0 00 1. NORTH ELEVATION A502 SCALE. 1/8"=1-0" PROPERTY LINE, SEE SITE PLAN 2. EAST ELEVATION A502 SCALE. 1/8"=1-0" PROPERTY LINE, SEE SITE PLAN �= 2 ROOF TOP MECHANICAL UNIT - NOT VISIBLE FROM STREET � 6 7 EXTERIOR MATERIAL LEGEND Mp-1 NU -WAVE METAL CLADDING I ZINCALUME SW -1 LEVEL 8 ALUMINUM STOREFRONT I BLACK Cp-1 CERACLAD CASTSTRIPE I CHARCOAL VW -1 s VINYL WINDOWS I BLACK Cp-2 ® SWISSPEARL I CARAT I SAHARA FA41 PRE -FINISHED METAL I BLACK 45'-1" 7000, 7001, 7002 Im C-1 ® BOARD -FORMED CONCRETE EP -1 EXTERIOR PAINT I SHERWIN WILLIAMS I m —AL_ 1 84'-9 TRICORN SW 6258. m PROPERTY LINE, SEE SITE PLAN 1 1 T.O. STRUCTURE OIL 2 Y m 1 LEVEL 8 _ _ 1 74' - 7 s 1 LEVEL 5 c 45'-1" b Im LEVEL 7 OL m —AL_ 1 84'-9 m 1 LEVEL 4 ' LEVEL 6 c 1 54'-11" m 1 1 LEVEL 5 45'-1" b 1 m 1 LEVEL 4 ' 35'- 3" c 1 LEVEL 3 OL 1 25'-5 c I m 1 _ LEVEL 2 I 15'-7 1 1 N LEVEL 1 0" Arch 460.75' Civil 0 4' 8' 6 Scale: As indicated D S�ti ARC,�r 2022.1 0.02 �� >:AYMo�R NORTHWEST firs HR �Y 221002 � Blue McKenzie Co. � Site Plan Review 2 "� SUSTAINABLE ARCHITECTS A Str (7th & 8th) Springfield, OR 97477 PROPERTIES OF ORtiG� EXTERIOR MATERIAL PRE -FINISHED METAL FLASHING, COPING, METAL ROOFING BLACK 97 7 FACADE MATERIAL SWISSPEARL I CARAT I SAHARA 7000, SAHARA 7001, SAHARA 70021 HORIZONTAL RUNNING BOND GROUND LEVEL GLAZING STOREFRONT I ALUMINUM - BLACK LFs ARCHITECTS 221002 1 Blue McKenzie Co. I Site Plan Review A Str (7th & 8th) Springfield, OR 97477 COLUMNS I GLULAM CLEAR SEALED D ARC* RAYMOND R 1 OF FACADE MATERIAL CERACLAD I CAST STRIPE I CHARCOAL I VERTICAL EXTERIOR PAINT LOUVERS, EXT METAL DOORS AND TRIM SHERWIN WILLIAMS TRICORN BLACK SW6258 RAILINGS I ALUMINUM BLACK FACADE MATERIAL TAYLOR METAL I ZINCALUME I NU -WAVE WINDOW FINISH I PVC BLACK .Y r 0 FACADE MATERIAL TAYLOR METAL I ZINCALUME I NU -WAVE WINDOW FINISH I PVC BLACK GROUND LEVEL STEM WALL BOARD -FORMED CONCRETE EXTERIOR SOFFITS I ALUMINUM LONGBOARD - LIGHT FIR PRODUCTS SHOWN ARE THE BASIS OF DESIGN (B.O.D), FINAL MATERIALS TO BE DETERMINED 2022.10.02 NORTHWEST SUSTAINABLE PROPERTIES 0 GROUND LEVEL STEM WALL BOARD -FORMED CONCRETE EXTERIOR SOFFITS I ALUMINUM LONGBOARD - LIGHT FIR PRODUCTS SHOWN ARE THE BASIS OF DESIGN (B.O.D), FINAL MATERIALS TO BE DETERMINED 2022.10.02 NORTHWEST SUSTAINABLE PROPERTIES BUILDING SECTION A601 VAMAX ZONING BUILDING HEIGHT Y 90'-0-ABOVEAVG. GRADE 1. BUILDING SECTION A601 SCALE: 118"=1-0" 0 4' 8' 16 Scale: 1/8" = V-0" LFs221002 1 Blue McKenzie Co. I Site Plan Review ARCHITECTS A Str (7th & 8th) Springfield, OR 97477 EASEMENT NORTH PROPERTY LINE EASEMENT I I - - t T.O. STRUCTURE 84'_z I I I - - - LEVEL 8 OL 74'- 7" I I I I LEVEL 7 OL 64'_9 I I I I I — — — LEVEL 6 54'-11" LEVEL 5 --�— 45' 1" Y LE_VEL 4 35' I I I I I LEVEL 3 OL — I 25'- 5" I I I I LEVEL 2 OL — — 15'_7" I I I I PLANTER T.O. SLAB /�461.25'Civild�, LEVEL 1 0" Arch lo 460.75' Civil D ARC,r 2022.10.02 MYMOND NORTHWEST 2 " SUSTAINABLE R APROPERTIES OF UGHTNG &TE EXTEPOR E-1, E-2, E-3 5" LED ECO RECESSED DOWNLIGHT BY CSL LFs ARCHITECTS —4Y2"~ 1 2„ I I I I I I I I I I I I I I I I I I I I I� I r� I� I� I I� Ir I ' I I I I I I I E-5 ELIPSE OUTDOOR PENDANT BY BOVER v 12 an 14.7t 4P f a M CM E-6 GOOSENECK LIGHT WAREHOUSE OUTDOOR WALL SCONCE RLM CLASSIC BY SPECTRUM LIGHTING 14" SHADE (DARK GREEN - SHADE WHITE INTERIOR - WET RATED) EG Evergreen IA A B 14.5 368.3 mm 9.0 228.6 mm E-7 PITCH LED INDOOR/OUTDOOR WALL SCONCE LITHONIA LIGHTING WDGE2 LED 7„ SILVER Specifications Depth (D1): 7" Depth (D2): 1.5" Height: 9" Width: 11.5" Weight: 13.5 lbs (without options) D ARC*r2022.10.02 RNORTHWEST AYMOND R Y C 2 SUSTAINABLE EY "� 221002 I Blue McKenzie Co. I Site Plan Review PROPERTIES A Str (7th & 8th) Springfield, OR 97477 R o OF LIGHTING SITE- PLAN EL101 0 1HU OHU to U x o 5 III OHU OHU y o s. m' m Scale: 1" = 10'-0" LFS 2210021 Blue McKenzie Co. I Site Plan Review ARCHITECTS A Str (7th & 8th) Springfield, OR 97477 I D ARC RAY NDIL YMCEY 1 a. 7 I I I I OF ORS - - - - - - - - - - GENERAL NOTES A REFER TO LIGHTING CUT SHEETS FOR PHOTOMETRIC$AND EXACT SPECIFICATIONS. B REFER TO EXTERIOR ELEVATIONS FOR PROPOSED LIGHT HEIGHTS C RECEDDED SOFFIT LIGHTS ARE APPROX. 14'3'ABOVE AVERAGE GRADE KEYNOTES iO ACORN STREET LIGHT PER CITY STANDARDS AND REQUIREMENTS -VERIFY WITH CITY OF SPRINGFIELD O2 2ND LEVEL OVERHANG O3 EXISTING STREET LIGHT LEGEND SITE PROPERTY BOUNDARY SITE EASEMENT BUILDING O PROJECTNORTH 2022.10.02 NORTHWEST SUSTAINABLE PROPERTIES