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HomeMy WebLinkAboutPlan, Tentative APPLICANT 8/15/2022STE PLAN REVEW LFs ARCHITECTS 221002 1 Blue McKenzie Co. I Site Plan Review 740 A Street I Springfield, OR 97477 RENDERING LOOKING AT SOUTHWEST CORNER NOT FOR CONSTRUCTION I�:za�x�►r•��:�x�►r•�:a-r DEVELOPER NORTHWEST SUSTAINABLE PROPERTIES CONTACTPERSON: 240 BE 2nd Jean-Pierre Veillet Portland, OR 97214 jp@nws-properties.com www.nws-properties. conn 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.urrtiac@kpff.com SITE AREA: fedor.urrutia@kpff.com S.F.) T: 541.579.8350 8704 S.F. F: 000.000.0000 LANDSCAPE PLACE CONTACT PERSON: 735 NW 18th Ave Tim Clemen Portland, OR 97209 tim.clemen@place.la SITE AREA: COMPANY URL S.F.) T: 000.000.0000 8704 S.F. F: 000.000.0000 STRUCTURAL HOLMESSTRUCTURES CONTACT PERSON: 555 BE Martin Luther King Jr Blvd Eric McDonnell Suite 602 ede.mcdonnell@holm�structures.us Portland, OR 97214 C� www. holm esstructures. com T: 503.724.2241 F: 000.000.0000 PROJECT ARCHITECT LRS ARCHITECTS CONTACTPERSON. 720 NW DAVIS ST, STE 300 Cynthia Schuster PORTLAND, OR 97209 cschuster@lrsarchitects.com SITE AREA: WWW. LRSARCHITECTS.COM S.F.) T: 503.807.7822 8704 S.F. F: 503.221.2077 DESIGN ARCHITECT LAKE IFLATO ARCHITECTS CONTACT PERSON: 311 3rd Street Todd Wascher San Antonio, Texas 78205 twascher@lakeflato.com SITE AREA: v .lakeflato.com S.F.) T: 210.579.2308 8704 S.F. 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://w .glumac.com S.F.) T: 000.000.0000 8704 S.F. F: 000.000.0000 ELECTRICAL GLUMAC CONTACTPERSON. 900 SW 5th Ave Suite 1600 Derek Bauer Portland, OR dbauer@glumae.com SITE AREA: http://w .glumac.com S.F.) T: 000.000.0000 8704 S.F. F: 000.000.0000 PLUMBING GLUMAC CONTACT PERSON: 900 SW 5th Ave Suite 1600 Eric North Portland, OR 97204 enorthc@glumac.com SITE AREA: http://w .glumac.com S.F.) T: 000.000.0000 8704 S.F. F: 000.000.0000 �.[•7►�11►�[rll►�1Y•7:71 �r_rrr•]►�1 ZONE: MIXED-USE COMMERCIAL DISTRICT (MUC) USE: APARTMENTS AND COMMERCIAL USE (EATING/ DRINKING) - SITE AND UTILITY DEMOLITION PLAN PERMITTED IN MUC ZONE SITE AREA: .27 ACRES (11,761 S.F.) BUILDING FOOTPRINT: 8704 S.F. EXTERIOR MATERIALS BUILDING HEIGHT: ALLOWED: 90'-0" ACTUAL: 88'-7" - OK LOADING & UNLOADING: COMMERCIAL = 1250 SF MIN AREA -VYWx 25'Lx 14'H BICYCLE PARKING -MULTI-FAMILY SHORT TERM STANDARD: REQUIRED: i PER UNIT x 84 UNITS = 84x.25 = 21 PROVIDED: 21 (EACH UNIT IS PROVIDED A BIKE HOOK) BICYCLE PARKING -MULTI-FAMILY LONG TERM STANDARD: REQUIRED: i PER UNIT x 84 UNITS = 84 x.75 = 63 PROVIDED: 63 (EACH UNIT IS PROVIDED A BIKE HOOK) BICYCLE PARKING -COMMERCIAL EATING & DRINKING SHORT TERM STANDARD: REQUIRED: 1PER 600SF.=4400 SF/BOOSF=7.3x.75=5.5 PROVIDED: 6 TOTAL BICYCLE PARKING -COMMERCIAL EATING & DRINKING LONG TERM STANDARD: REQUIRED: i PER 600 SF. =4400 SF/600 SF = 7.3 x.25 = 1.8 PROVIDED: 2 TOTAL BICYCLE PARKING - OVERSIZED STANDARD: REQUIRED: 10% OF LONG TERM TOTAL OF UNITS AND COMMERCIAL 63 + 2 = 65 x.1 = 6.5 PROVIDED: 9 TOTAL PARKING: REQUIRED: NO PARKING REQUIRED PROVIDED: NONE SHEETINDEX SHEEP NUMBER SHEETNAME CIVIL CIA EXISTING CONDITIONS A001 C2.0 SITE AND UTILITY DEMOLITION PLAN FLOOR PLANS C4.0 UTILITY PLAN A502 C5.0 GRADING PLAN EXTERIOR MATERIALS C6.1 CIVIL DETAILS LANDSCAPE _101 LANDSCAPE ARCHITECTURAL SITE PLAN ARCHITECTURAL A000 COVER SHEET A001 ARCHITECTURAL SITE PLAN A201 FLOOR PLANS A501 EXTERIOR ELEVATIONS A502 EXTERIOR ELEVATIONS A503 EXTERIOR MATERIALS A601 BUILDINGSECTION ELECTRICAL E001 LIGHTINGSITE-EXTERIOR EL101 I LIGHTING SITE PLAN NORTHWEST SUSTAINABLE PROPERTIES I / 0 So 10 log I - - P es - / o 0 I � \ KI 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 FIELD SURVEYED: 28 JUNE 2021 "B" STREET 0 NOTES: 1.) VERTICAL DATUM: CITY OF SPRINGFIELD BENCHMARK: TACK IN LEAD IN TOP OF CURB AT THE SOUTHWEST CORNER OF THE INTERSECTION OF 6TH AND "A" STREETS, UNDER CITY HALL. BENCHMARK NO. 521 ELEVATION = 459.41' 2.) BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM (OCRS), EUGENE ZONE. THE RESULTANT BEARING OF THE CENTERLINE OF "A" STREET IS SOUTH 89°52'37" EAST. 3.) BOUNDARY AND EASEMENTS SHOWN HEREON ARE BASED ON TITLE REPORT NO. 21-23364 BY EVERGREEN LAND 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 UTILITY PROVIDERS. UNLESS INDICATED, DEPTHS OF UTILITY LINES ARE NOT AVAILABLE. ALL UTILITY LOCATIONS SHOULD BE FIELD VERIFIED (POTHOLED) PRIOR TO CONSTRUCTION. SCALE 20 0 10 20 40 1 INCH = 20 FEET JOB NO. 2100200 kPff 111 SW Fifth Ave., Suite 2400 Portland, OR 97204 0: 503.227.3251 F: 503.224.4681 www.kpff.com f S_ ARCHITECTS 720 NW Davis 503.221.1121 g Suite 300 503.221.2077 Portland OR 97209 www.lrsarchitects.com PRELIMINARY NOTFOR CONSTRUCTION CONSULTANT: 1Tff 800 Willamette Street, Suite 400 Eugene, OR 97401 0: 541.684.4902 F: 541.684.4909 www.kplf com PROJECT NUMBER'. 221002 Blue McKenzie Apartments 740 A STREET (TENTATIVE ADDRESS) SPRINGFIELD, OR 97477 SHEET TITLE'. EXISTING CONDITIONS KEY PLAN'. DRAWN BY: REVISIONS: DB/FU SHEET: C1.1 100% DESIGN DEVELOPMENT 11.24.21 LRS Amhttecfs, lncW2019 STORM TABLE: LEGEND: O CATCH BASIN lU STORM MANHOLE BUILDING OUTLINE WITH DOOR RIM =460.20' RIM =459.59' ,,,... ....-.1 •- CONCRETE SURFACE IE8"OUT (E)=458.96' IEA'IN(SW)=453.99' ASPHALT SURFACE IF 10" IN (S) =454.70' O CATCH BASIN IF ISE)=453.83' WALL RIM = 460.26' IF B" IN (NE) = 455.23' CURB LINE IE8"OUT (NW)=458.77' IF 12"OUT (N)=452.92' OSTORM MANHOLE 11 CATCH BASIN EDGE OF ASPHALT RIGHT-OF-WAY LINE RIM =460.46' RIM =460.00' IE8"IN(W)=458.46' IE6"OUT (N)=459.00' - - - - - EASEMENT LINE IE 8" IN (SE) = 458.63' LOT LINE IE 10" OUT (N) = 458.30' Oq STORM MANHOLE PROPERTY LINE RIM =460.96' Q CHAIN LINK FENCE IF 10" IN (S) = 457.91' SD STORM LINE IE8"IN ISE)=456.76' SS SANITARY SEWER LINE IE 10" OUT (N) = 456.37' W WATER LINE OCATCH BASIN RIM =460.1] G GAS LINE 10"5510"5S \52 IE8'OUT(NW)=457.61' DRIP OVERHEAD UTILITY LINES tLu O O CATCH BASIN SIGN W RIM =459.77' 8 O BOLLARD IE 8" OUT (W) = 458.55' OFIR FLAGPOLE SANITARY TABLE: D/W DRIVEWAY ENTRY NO7 CATCH BASIN = RIM =459.54' O RD ROOF DRAIN IF 8" OUT (NE) =458.14' I- Ol SANITARY MANHOLE E 0 ELECTRICAL METER 00 O$ STORM MANHOLE RIM =460.71' RIM=460.81' IF 10"IN(E)=456.33' ER ELECTRICAL RISER IE8"IN(SW)=456.91' IF 10"OUT (W)=456.33' POWER POLE IE 10" IN (S) = 456.72' IE 8" IN (NE) = 456.81'O2 SANITARY MANHOLE • OVERHEAD LIGHT IF 10"OUT (N)=456.69' RIM=459.55' G0 GAS METER OCATCH BASIN IE 6" IN (5) = 455.53' IE 10" IN (E)=455.09' 0 V GAS VALVE RIM=459.73' IE 6" IN (N) = 455.59' \S SANITARY MANHOLE WITH STRUCTURE IE8"OUT (SWT =458.14' IF 10" OUT (W) = 455.01' IQD" STORM MANHOLE WITH STRUCTURE ® CATCH BASIN 0 AREA DRAIN OO SANITARY/STORM STRUCTURE It PROJECT CONTROL: Da WATER VALVE W 0 WATER METER STATION DESCRIPTION NORTHING FASTING ELEVATION DECIDUOUS TREE 1 MAG NAIL W/ WASHER "KPFF CONTROL" 1 108570.72 203540.13 461.39' -PERIMETER REPRESENTS DRIPLINE FOUND MONUMENT 2 1-1/8" BRASS CAP"KPFF CONTROL" 108353.54 203612.56 460.60' -p1 PROJECT CONTROL POINT SCALE 20 0 10 20 40 1 INCH = 20 FEET JOB NO. 2100200 kPff 111 SW Fifth Ave., Suite 2400 Portland, OR 97204 0: 503.227.3251 F: 503.224.4681 www.kpff.com f S_ ARCHITECTS 720 NW Davis 503.221.1121 g Suite 300 503.221.2077 Portland OR 97209 www.lrsarchitects.com PRELIMINARY NOTFOR CONSTRUCTION CONSULTANT: 1Tff 800 Willamette Street, Suite 400 Eugene, OR 97401 0: 541.684.4902 F: 541.684.4909 www.kplf com PROJECT NUMBER'. 221002 Blue McKenzie Apartments 740 A STREET (TENTATIVE ADDRESS) SPRINGFIELD, OR 97477 SHEET TITLE'. EXISTING CONDITIONS KEY PLAN'. DRAWN BY: REVISIONS: DB/FU SHEET: C1.1 100% DESIGN DEVELOPMENT 11.24.21 LRS Amhttecfs, lncW2019 0 e v 8"5D 2"G 2' s "A" STREET -----4fiT------ S 89052'37" E 379.88 BASIS OF BEARINGS PER OREGON COORDINATE REFERENCE SYSTEM (OCRS) EUGENE ZONE 3 F — 2"G 2"G 2"G 2"G 2"G 2'1 2"G 3 2" W W W SHEET NOTES 1. CONTRACTOR MAY STAGE WITHIN LIMITS OF DEMOLITION. 2. REMOVE ALL SITE COMPONENTS AND RECYCLE COMPONENTS AS REQUIRED IN THE SPECIFICATIONS. 3. GENERAL DEMOLITION PERMIT SHALL BE SECURED BY THE CONTRACTOR. 4. ALL TRADE LICENSES AND PERMITS NECESSARY FOR THE 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 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. 6. PROTECT ALL ITEMS ON ADJACENT PROPERTIES AND IN THE RIGHT OF WAY INCLUDING BUT NOT LIMITED TO SIGNAL EQUIPMENT, PARKING METERS, SIDEWALKS, STREET TREES, STREET LIGHTS, CURBS, PAVEMENT AND SIGNS. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ANY DAMAGED ITEMS TO ORIGINAL CONDITION. 7. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHER FACILITIES IMMEDIATELY ADJACENT TO EXCAVATIONS FROM DAMAGES CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS. 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. 10. ALL EXPOSED PORTIONS OF UNDERGROUND UTILITIES TO BE ABANDONED SHALL BE PLUGGED PER DETAIL 2/C6.1. ",,;' DEMOLITION KEY NOTES 20 SAWCUTLINE 21 REMOVE CONCRETE CURB. 22 REMOVE CONCRETE SIDEWALK 23 REMOVE ASPHALT PAVEMENT. 24 REMOVE DRIVEWAY. 25 REMOVE CONCRETE 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. 29 MONUMENTATION (BRASS SCREW) IN AREA TO BE RECONSTRUCTED. SEE GENERAL NOTE X ON SHEET XX.X. 30 OVERHEAD UTILITIES MAY BE REMOVED AND/OR RELOCATED, SEE ELECTRICAL PLANS. 31 REMOVE LIGHT POLE. 32 REMOVE UTILITY STRUCTURE ❑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. 51 PROTECT EX ROOF DRAIN. SHEET LEGEND — — PROPERTY LINE i O ® DEMOLITION/WORK LIMITS (SHOWN OFFSET FOR CLARITY) SAWCUT LINE DEMOLITION LIMITS. DEMOLISH EVERYTHING WITHIN THE DEMOLITION LIMITS UNLESS NOTED OTHERWISE. (1) SCALE 1 INCH = 10 FEET 10 0 10 20 ARCHITECTS 720 NW Davis 503.221.1121 Suite 300 503.221.2077 Portland OR 97209 WWW.Irsarchitects. corn PRELIMINARY NOTFOR CONSTRUCTION CONSULTANT: 1Tff 800 Wlllamette Street, Sulte 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www.knff.. PROJECT NUMBER'. 221002 Blue McKenzie Apartments 740 A STREET (TENTATIVE ADDRESS) SPRINGFIELD, OR 97477 SHEET TITLE'. SITE AND UTILITY DEMOLITION PLAN KEY PLAN'. DRAWN BY. DB/FU REVISIONS. SHEET' CIO 100% DESIGN DEVELOPMENT 1124.21 IRS "j I6 1, Inc - u.I _ 0 0 I o I A O I 15" o e c q \ e CONNECT TO EXISTING 10' STORM WATERLINE SD PUBLIC -MH -1 N RIM=460.88 O c IE IN=455.76 (S) SD - EXST ROUND PIPE - NPLT PLAN & PROFILE IE 10" IN=455.86 (E) SO -10" HDPE IE OUT=455.76 (N) SD - EXST ROUND PIPE - NPLT PLAN & PROFILE SO CO-3-PRV c FIELD VERIFY POINT IE 8" N=4561.46 (E) OF CONNECTION IE 8" OUT=456.46 (W) OHU HU OHU 0 OI{U OHU OHU OHU OHU OXV OHU OHU OHU HU OHU III ® n I 11 F s 10•ss S ZSSI - - - - �p^Sf - - - - - - - - _ _ _ - - - - - - - OHu OHU I !!100 LF-8"SD-PR II 15 LF-6'SD UOLF -10"SD e ❑ 5=0.50% / 5=0.50% 5=1.00% SD H CO-2-PRVT Od E 8' IN�55.96(E) B / [2/LF/-6� 'S D , E 10OUT=455.96 (W) O D 'S=2.00% NSO CO -4 IE 6' IN=456.64 (S) L I- IE 6" IN=456.64 (W) W IE 6" OUT=456.64 (N) 4" ACO SLOT DRAIN -1 IE=456.69 I � I I I I I I � OI o I s yo I e c� _! A� 4 0 8 --SD O 0 0 SPRINGFIELD MOTORS FA 4"ACO SLOT DRAIN -2 IE=457.757.72 \VIII II II N II II 2LF-6"SD N 5=2.00° IYII 4" ACO SLOT DRAIN -3 IE�A5A7.84 I 2LF-6"SD S=2.00% 460 s••W s W T P// I CONNECT TO EXISTING 10" SANITARY LINE / I IE 6' IN=455.96 (S) S - 6' PVC CONNECT TO EXISTING 10" SANITERY LINE FIELD VERIFY POINT IE 4" IN=455.97 (S) S - 4" PVC OF CONNECTION FIELD VERIFY POINT OF CONNECTION I SD AD-I-PRVT SD CB-1-PRVT RIM=461.06 RIM=460.90 IE 6" OUT=458.57 (S) RD IE 6" OUT=457.41 (S) 3 LF - 6"SD 6 LF - 6"SD S=2.00% S=2.00% - - - - - - - - - - SO CO-1-PRVT - OHU OHU OHU OHU OHU oeu oeu IE 6" IN=457.02 (S) 97 LF - 8'SD- - - G IE 8" OUT=456.94 (W) S=0.50%.50% -f0••sr - �0"ss - s - - - - - 10•ss 1o•ss 10115s 103 LF - 6"SD S=1.00% ❑ DB/FU H SOi IE 6" IN=457.67 (W) 's IE 6'IN=457.67(S) ❑ IE 6' OUT=457.67 (N) XX XX XXL ID NUMBER (WHERE APPLICABLE) 13 LF - 6"SD N=XXXX.XX ]-LOCATION S=1.00% _! A� 4 0 8 --SD O 0 0 SPRINGFIELD MOTORS FA 4"ACO SLOT DRAIN -2 IE=457.757.72 \VIII II II N II II 2LF-6"SD N 5=2.00° IYII 4" ACO SLOT DRAIN -3 IE�A5A7.84 I 2LF-6"SD S=2.00% 460 s••W s W T P// I CONNECT TO EXISTING 10" SANITARY LINE / I IE 6' IN=455.96 (S) S - 6' PVC CONNECT TO EXISTING 10" SANITERY LINE FIELD VERIFY POINT IE 4" IN=455.97 (S) S - 4" PVC OF CONNECTION FIELD VERIFY POINT OF CONNECTION I SD AD-I-PRVT SD CB-1-PRVT RIM=461.06 RIM=460.90 IE 6" OUT=458.57 (S) RD IE 6" OUT=457.41 (S) 3 LF - 6"SD 6 LF - 6"SD S=2.00% S=2.00% - - - - - - - - - - SO CO-1-PRVT - OHU OHU OHU OHU OHU oeu oeu IE 6" IN=457.02 (S) 97 LF - 8'SD- - - G IE 8" OUT=456.94 (W) S=0.50%.50% -f0••sr - �0"ss - s - - - - - 10•ss 1o•ss 10115s 103 LF - 6"SD S=1.00% ❑ DB/FU UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY SO CO -5 IE 6" IN=457.67 (W) IE 6'IN=457.67(S) ❑ IE 6' OUT=457.67 (N) XX XX XXL ID NUMBER (WHERE APPLICABLE) 13 LF - 6"SD N=XXXX.XX ]-LOCATION S=1.00% 01 E=XXXX.XX RIM= SD CO -9 IE IN = XX.X- IE 6" IN=457.80 (W) IE OUT = XX.X IE V OUT=457.80 (N) PIPE LABEL R., T SD STRC-63 RIM -061.13 I� IE 6" OUT=458.64 (E)7/77/7/7 / 777 2LF-6"SD j S GI GI o S=0.98% IE 4"=456.10 6LF-4"S SSTUB-1 ' S=2.00% IE 6"56.09 S 35 LF - 6'SD / 6 LF - 6"S 5=1.00°k / ELECTRICAL CONDUITS S=2.00% NGAS STUB -1 NGA SO STRC-64 2" GA III RIM=461.13 SD STUB -3E E IE 6' IN=458.59 (W) IE B"=458.50 2"NGAS 2LF - 6"SD 3 LF - 8"SD B S=2.00% 8=2.00% NGAS 90° -BEND -1 C7 ELECTRICAL CONDUITS III BO NNN SO COS 2 LF - 6"SD IE 6" IN=457.37 (E) S=2.00% IE 6" IN=457.37 (S) IE 6" OUT=457.37 (N) 1 4" I CO SLOT DRAIN -4 52 LF-6"SD IE=457.50 S=1.00% u 10••ss BLUE MCKENZIE U.S. POST OFFICE APARTMENTS a..W, , 6.11 a•.W, I 2"NGAS W 90°-BENJFP SO COS 2IE 6" IN=457.90 (E) IE 6" OUT=457.90 (N) W STUB-' 2" u / 2LF-6"SD S=I(2"./000% FP STUB -1I r'6"FP90°-BEND-3 6 FPI I / 7'W 4" ACO SLOT DRAINS IE=457.94 W45' -BEND -2 45°-BEN6'FP u 2'W I W45' -BEND -1 2NJ W 2" WM - TFP EE -1 I 2"W W90' -BEND -1 u a••W p11,.l aW _2.W 8. 8•,W � 111w1\'. II 3 jFP CONNA FP A STREET 3 _ - � r 2 NGAS CONNA 2" � F 2'•G 2•G VG 2"G 2"G 2"G 2"G 2"G � 2"G 2"G LZ 2"G ---- 2"G 2"G 2•.l _I SHEET NOTES 1. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE DONE PER DETAIL VC6.1 ARCHITECTS 2. OFFSITE (IN ROW) PIPE BEDDING AND TRENCH BACKFILL AND 720 NW Davis 503.221.1121 SURFACING PER CITY STD DWG P-100 AND P-101. Suite 300 503.221.2077 FS 3. STRUCTURES LOCATIONS ARE BASED ON CENTER OF STRUCTURE. Portland OR 97209 W .lrsarchitects.com 4. INSTALL TRUST BLOCK ON FIRE AND WATER LINES PER DETAIL 8/C6.1 OX UTILITY KEY NOTES PRELIMINARY NOTE DESCRIPTION DETAIL NOT FOR REF' CONSTRUCTION 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. CONSULTANT: 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 19&f SO ARCHITECTURAL AND PLUMBING PLANS FOR CONTINUATION. SIZE AND IE AS NOTED. 800 Willamette Street, SUIW 400 T TRANSFORMER. Eugene, OR 97401 O: 541.684.4902 W CONNECT TO COLD WATER SYSTEM. SEE PLUMBING F: 541.684.4909 PLANS FOR CONTINUATION. SIZE AS NOTED. www.k ff.. 10••ss II UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, U.N.O. UTILITY LABEL LEGEND STRUCTURE LABEL DB/FU 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 5/C6.1 CB CATCH BASIN 3/C6.1 CO CLEANOUT TO GRADE 6/C6.1 FD FOUNDATION DRAINAGE FDC FIRE DEPARTMENT CONNECTION FH FIRE HYDRANT GM GAS METER GV GATE VALVE HB HORIZONTAL BEND MH MANHOLE 4/C6.1 PLUG PLUG 2/C6.1 SLOT SLOT DRAIN VC6.1 DRAIN STUB STUB TB THRUST BLOCK S/C6.1 TEE TEE CONNECTION WM WATER METER 1) SCALE 1 INCH = 10 FEET 10 0 10 20 PROJECT NUMBER'. 221002 Blue McKenzie Apartments 740 A STREET (TENTATIVE ADDRESS) SPRINGFIELD, OR 97477 SHEET TITLE: UTILITY PLAN KEY PLAN'. DRAWN BY: DB/FU QREVISIONS: SHEET' C4.0 100% DESIGN DEVELOPMENT 1124.21 0 U H A� HE MATCH EX (462.0) e / I MATCH EX (461.7) O MATCH EX (461.7) RIM=461.06 TP 461.00 R D 0 I TC TO MATCH EX(462.0) -.- TP 460.90 TC461.50 •' '- MATCH EX (461.4) IIII I a"" �+�� a =RIM=460.90 - IHU pXV OHU 11V OH� OHU OH OHU OHU OHU OHU U OHU - OHO'. 'aHU'. 'QHS'. - �'�-�•" - OHV 'HU II II O 2 o I 6 ° 6'4O o 6- SO - (461.56) s : TC 461.50'' ... ... ........ ... ... TP 461.00 1 '' •LL•'-_- 461.09 TG 461.20 -TP7TC (461.65) _ - _ _ _ _ _ -.•.•_ _461.14 T:v•LL•_ _:.. L ----.� 461.20 461.20 :. TC TO MATCH ----�---- ------ EX (461.8) . . OHU OHU Hu TP 461.06 _F -------- �E TC 461.50 ------ -- - - - - -----( TPITC 461.8 - --___=== Z e TP 461.05 I TC TO MATCH 461.19 461.10 Tp 461.10 FFE 461.25' 461.25-/RIM=461.13 d ORD B EX (462.2) TC 461.50 461.19 KD FEE 461.25' 461.25 II 461.20 II , 461.19 2 461.15 N �( - 461.20 /.I F TP 461.17 461.25 461.25 Ili - 461.25 / W _ _ TC TO MATCH - W EX (462.2) FFE 461.25' ^' I -� 1,61.17 RIM=461.13, FFE 461.25' IIII B0 461.25/-461.16- 461.25 461.1481.25 I / 460.67 460.75 I I I TP 460.67 -� TC TEOX(A622) _ FFE 460.75' / 460.75 / 460.63 460.75 460.71 �- II SPRINGFIELD MOTORS BLUE MCKENZIE FFE 460.98' a APARTMENTS u II II 460.63 / O ® O i TO 460.63 TC TO MATCH EX (461.5) TP 460.52 TC TO MATCH EX (460.8) HE 460.75' 0 l I 460.75 HE 460.75' 0.7% 460.75 FIFE 460.75' 460.70 460.70--% FIFE 460.75' 460.67 TP 460.55TP 460.65 El 460 I I r A STREET I/i TP 460.67 TC TO MATCH EX (462.0) `TCT TO EX (461.0) F1 U.S. POST OFFICE 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) GRADING LABEL LEGEND •---w CALLOUT DESCRIPTION GRADE BREAK X.X% GRADING SLOPE AND DIRECTION (DOWNHILL) -----50----- EX. CONTOUR MAJOR SPOT ELEVATION CONTOUR MINOR (FG) 50 CONTOUR MAJOR (FG) <--<- DESCRIPTION LISTED BELOW. NO DESCRIPTION MEANS TP OR TG XX.XX XX BOB BOTTOM OF SWALE BOW BACK OF WALK BS BOTTOM OF STEP BW BOTTOM OF WALL EG EXISTING GRADE FF FINISHED FLOOR FL FLOW LINE G GUTTER HP HIGH POINT LP LOW POINT RIM RIM OF STRUCTURE TC TOP OF CURB TG TOPOFGROUND TP TOP OF PAVEMENT TS TOP OF STEP TW TOP WALL (XXX -X:0 EXISTING GRADE (MATCH WHERE APPLICABLE) SHEET LEGEND •---w DRAINAGE FLOW DIRECTION ----------- GRADE BREAK - 49 EX. CONTOUR MINOR -----50----- EX. CONTOUR MAJOR 49 CONTOUR MINOR (FG) 50 CONTOUR MAJOR (FG) <--<- CONVEYANCE SWALE (F SCALE 1 INCH = 10 FEET 10 0 10 20 yrs ARCHITECTS 720 NW Davis 503.221.1121 Suite 300 503.221.2077 Portland OR 97209 w .lrsarchitects.com PRELIMINARY NOTFOR CONSTRUCTION CONSULTANT 800 Willamette Street, Suits 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www.knffmm PROJECT NUMBER'. 221002 Blue McKenzie Apartments 740 A STREET (TENTATIVE ADDRESS) SPRINGFIELD, OR 97477 SHEET TITLE: GRADING PLAN KEY PLAN'. DRAWN BY: QREVISIONS: DB7FU SHEET' C5.0 100% DESIGN DEVELOPMENT 1124.21 !RS �¢h6otla, Inc k: u. _ EACH AREA IS Y2 OF Y4" PLYWOOD OVE TABULATED TOTAL AREA FACE OF BOLTS TEE PLUGGED CROSS WYE PLUG OR CAP At LMWAZ .. 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 SQUAROET 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 V DIA. LIGHT DUTY GRATE PIPE SIZE PER PLA IE(OUT)= -III-III �I PER PLAN I NOTES: L 1. DRAIN AND GRATE BY ADS OR APPROVED EQUAL. LANDSCAPE DRAIN - TYPE 1 SCALE: NTS FINISHED GRADE 6" DIA DRAINTECH BASIN BY ADS OR APPROVED EQUAL II-III COMPACT SUBGRADE HARD SURFACE LANDSCAPE AREA CAST IRON FRAME AND I MECHANICAL PLUG COVER TO FINISHED GRADE IN I WITH GASKET PAVED AREAS RISER O.D. CIRON FRAME AC PVM'T OR CONIC. PAVING OR +�" MIN. � SETET IN IN CONCRETE OTHER SURFACING -j F- 2"MIN. z "^ p11 CARRIER PIPE °ro 1-1 PROJECT NUMBER: 221002 TEE 1" MAX. - r. #4 HOOP CENTERED IN • PLUGGED ON Apartments PAD. 1 #4 REBAR LOOP RUN PROVIDE)/4' MIN. PAVEMENT CLEARANCE FOR FITTING TEE, 90° BEND At A2 45° BEND 22Y' 11Y° SIZE WYE, PLUGGED ° o' TRENCH BACKFILL BEND BEND p'°p• PLUG, CROSS a -IEPER OR CAP PLAN NOTE2 4 1.0 1.4 1.9 1.4 1.0 I /��� 6 1 2.1 3.0 4.3 3.0 1.6 1.0 8 3.8 5.3 7.6 5.4 2.9 1.5 1.0 10 1 5.9 8.4 11.8 8.4 4.6 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 V DIA. LIGHT DUTY GRATE PIPE SIZE PER PLA IE(OUT)= -III-III �I PER PLAN I NOTES: L 1. DRAIN AND GRATE BY ADS OR APPROVED EQUAL. LANDSCAPE DRAIN - TYPE 1 SCALE: NTS FINISHED GRADE 6" DIA DRAINTECH BASIN BY ADS OR APPROVED EQUAL II-III COMPACT SUBGRADE HARD SURFACE LANDSCAPE AREA CAST IRON FRAME AND I MECHANICAL PLUG COVER TO FINISHED GRADE IN I WITH GASKET PAVED AREAS RISER O.D. CIRON FRAME AC PVM'T OR CONIC. PAVING OR +�" MIN. � SETET IN IN CONCRETE OTHER SURFACING -j F- 2"MIN. z "^ p11 CARRIER PIPE °ro 'p °p _ INSTALL PLUG WITH GASKET IF END OF LINE - SERVICE CONNECTION REQUIRED B 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 rM r A PLAN SLOT TO BE ON NORTH INSTALL 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. SEE NOTE 1 SECTION A INSTALL REMOVABLE BRICK/CONCRETE SECTION IN PLACE OF TRENCH GRATE f '4 FLOW END CAP WITH 4" PIPE HUB MATCH VARIES, SEE PLAI SEPERATE CONCRETE LIFT r - - - - - - - - - - - - - - - IL FLOW ~i INVERT. TRENCH SYSTEM END CAP & CONNECTION TO PIPE. SEE PLAN FOR ,_,_,•, _ 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 MANUFACTURERS INSTRUCTIONS. SLOT DRAIN SCALE: NTS RESURFACING MATCH EXISTING PAVEMENT SECTION EXISTINGAC SAWCUT- PAVEMENT LINE 12" D/2 PAVED UNPAVED AREAS AREAS DETECTABLE WARNING TAPE 6" I D 6" MIN. MIN. TYPICAL PIPE BEDDING AND BACKFILL SCALE: NTS PIPE TO BE ABANDONED PACKING MATERIAL TO CONTAIN CONCRETE PLUG SCALE: NTS TYP. L 12" 1-1 PROJECT NUMBER: 221002 1" MAX. - r. #4 HOOP CENTERED IN • _ 3000 PSI CONCRETE Apartments PAD. 1 #4 REBAR LOOP (TENTATIVE ADDRESS) PROVIDE)/4' MIN. PAVEMENT CLEARANCE FOR Q� CONCRETE PAD AND RISER PIPE fV Z r � RISER PIPE L 3- p°- ° o' TRENCH BACKFILL 6" p'°p• rn y 'p °p _ INSTALL PLUG WITH GASKET IF END OF LINE - SERVICE CONNECTION REQUIRED B 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 rM r A PLAN SLOT TO BE ON NORTH INSTALL 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. SEE NOTE 1 SECTION A INSTALL REMOVABLE BRICK/CONCRETE SECTION IN PLACE OF TRENCH GRATE f '4 FLOW END CAP WITH 4" PIPE HUB MATCH VARIES, SEE PLAI SEPERATE CONCRETE LIFT r - - - - - - - - - - - - - - - IL FLOW ~i INVERT. TRENCH SYSTEM END CAP & CONNECTION TO PIPE. SEE PLAN FOR ,_,_,•, _ 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 MANUFACTURERS INSTRUCTIONS. SLOT DRAIN SCALE: NTS RESURFACING MATCH EXISTING PAVEMENT SECTION EXISTINGAC SAWCUT- PAVEMENT LINE 12" D/2 PAVED UNPAVED AREAS AREAS DETECTABLE WARNING TAPE 6" I D 6" MIN. MIN. TYPICAL PIPE BEDDING AND BACKFILL SCALE: NTS PIPE TO BE ABANDONED PACKING MATERIAL TO CONTAIN CONCRETE PLUG SCALE: NTS TYP. L 12" Y J PROJECT NUMBER: 221002 CONCRETE COLLAR. 3000 Blue McKenzie r. PSI CONCRETE OMIT IN NON -TRAFFIC Apartments AREAS OR WHERE CONFLICTS WITH CURB 1 #4 REBAR LOOP (TENTATIVE ADDRESS) PAVEMENT SPRINGFIELD, OR 97477 Q� fV Z r � L 3- = J 6" 6" 5 rn y a -IEPER PLAN NOTE2 a ENGINEERED FILL I /��� ti CIVIL DETAILS TRACER WIRE o w Y Z! L) Ex FILL PIPE WITH CONIC. 1' MIN. INTO PIPE .. 3' HEAVY DUTY 28" MIN SO. TRAFFIC GRATE. RIM=PER PLAN GREASE TRAP W/ HINGED LID d 2.00' SQUARE SECTION 0 yrs ARCHITECTS 720 NW Davis 503.221.1121 tQ Suite 300 503.221.2077 Portland OR 97209 vrxw.Irsamhitects.com PRELIMINARY NOTFOR CONSTRUCTION CONSULTANT 800 Willamette Street, Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www.kp f.. PROJECT NUMBER: 221002 CONCRETE COLLAR. 3000 Blue McKenzie r. PSI CONCRETE OMIT IN NON -TRAFFIC Apartments AREAS OR WHERE CONFLICTS WITH CURB 740 A STREET #4 REBAR LOOP (TENTATIVE ADDRESS) PAVEMENT SPRINGFIELD, OR 97477 a fV Z r � L 3- PIPE SIZE 6" 6" L' 3" HEAVY DUTY 28" MIN SO. TRAFFIC GRATE. RIM=PER PLAN GREASE TRAP W/ HINGED LID d 2.00' SQUARE SECTION 0 yrs ARCHITECTS 720 NW Davis 503.221.1121 tQ Suite 300 503.221.2077 Portland OR 97209 vrxw.Irsamhitects.com PRELIMINARY NOTFOR CONSTRUCTION CONSULTANT 800 Willamette Street, Suite 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 www.kp f.. NOTES: 1. CONTRACTOR TO WIDEN EXCAVATION AS REQUIRED TO OBTAIN COMPACTION WITH CONTRACTORS COMPACTION EQUIPMENT. 2. 1/4" STEEL PLATE, BITUMINOUS COATED. AS MANUFACTURED BY GIBSON STEEL BASINS OR APPROVED EQUAL. TRAPPED CATCH BASIN J SCALE: NTS MANHOLE FRAME AND COVER AS SPECIFIED 25" - LADDER RUNGS, 12" OC, TYP. 9 PREFORMED RUBBER GASKET a GROUT FRAME, TYP. r FINISH GRADE n GRADE RINGS 3" MIN. 12" MAX. PRECAST SECTIONS, HEIGHT VARIES. SEE 2.00' NOTE 1. MIN. MANHOLE BASE. SEE NOTE 2 NOTE 3 I I a. ..... ............::::1 X" BASE ROCK NOTES: 1. ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-078. 2. MANHOLE BASE MAYBE 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 SCALE: NTS KEY PLAN: DRAWN BY: 11/23/2021 DB/FU REVISIONS: SHEET' C6w 1 100% DESIGN DEVELOPMENT 11.24.21 i asnamm�i". o-:_ ante PROJECT NUMBER: 221002 CONCRETE COLLAR. 3000 Blue McKenzie PSI CONCRETE OMIT IN NON -TRAFFIC Apartments AREAS OR WHERE CONFLICTS WITH CURB 740 A STREET #4 REBAR LOOP (TENTATIVE ADDRESS) PAVEMENT SPRINGFIELD, OR 97477 a fV Z r � ME PIPE SIZE PER PLAN -IEPER PLAN NOTE2 ENGINEERED FILL I /��� SHEET TITLE: CIVIL DETAILS NOTES: 1. CONTRACTOR TO WIDEN EXCAVATION AS REQUIRED TO OBTAIN COMPACTION WITH CONTRACTORS COMPACTION EQUIPMENT. 2. 1/4" STEEL PLATE, BITUMINOUS COATED. AS MANUFACTURED BY GIBSON STEEL BASINS OR APPROVED EQUAL. TRAPPED CATCH BASIN J SCALE: NTS MANHOLE FRAME AND COVER AS SPECIFIED 25" - LADDER RUNGS, 12" OC, TYP. 9 PREFORMED RUBBER GASKET a GROUT FRAME, TYP. r FINISH GRADE n GRADE RINGS 3" MIN. 12" MAX. PRECAST SECTIONS, HEIGHT VARIES. SEE 2.00' NOTE 1. MIN. MANHOLE BASE. SEE NOTE 2 NOTE 3 I I a. ..... ............::::1 X" BASE ROCK NOTES: 1. ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-078. 2. MANHOLE BASE MAYBE 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 SCALE: NTS KEY PLAN: DRAWN BY: 11/23/2021 DB/FU REVISIONS: SHEET' C6w 1 100% DESIGN DEVELOPMENT 11.24.21 i asnamm�i". o-:_ ante GARAGE "A" STREET O SCALE: 1/8" = T- 0" 0 2 4 8 16 MATERIALS SCHEDULE PAVEMENTS Al ASPHALT PAVING-VEHICULAR(SEECIVIL) B1 CONCRETE PAVING -VEHICULAR B2 CONCRETE PAVING -PEDESTRIAN C1 DECORATIVE PAVING -SEE ARCHITECT C2 CONCRETE UNIT PAVERS -WILLAMETTE GRAYSTONE -VERONA SERIES: Tx18"x80MM D1 6" WIDE CONCRETE CURB - RAISED D2 6" WIDE CONCRETE CURB - FLUSH 6' HT. METAL GATE & FENCE 011aal11:1ki 1690.11ki 10 M1 TABLE AND CHAIRS (BY OWNER) M2 S.S. BIKE RACK M3 MOVABLE PLANTER -MATCH METAL AT COLUMN BASE PLANTING (12" SOIL DEPTH, IRRIGATION AND MULCH) P1 EVERGREEN GROUNDCOVER 4" POT 12" O.C. P2 STREET TREE - 2" CAL. CREPE MYRTLE MISCELLANEOUS 01 STREETLIGHT - ORNAMENTAL, CITY STANDARD OSHEET NOTES: O1 RESTORE EXISTING DAMAGED BY CONSTRUCTION O2 TRENCH DRAIN (SEE CIVIL) yrs ARCHITECTS 720 NW Davis 503.221.1121 Suite 300 503.221.2077. Portland OR 97209 w .lrsarchitects.com PRELIMINARY NOTFOR CONSTRUCTION CONSULTANT: PLACE 735 NW 18th Avenue Portland, OR 97209 503.334.2080 www.place.la PROJECT NUMBER: 221002 Blue McKenzie Apartments 740 A STREET (TENTATIVE ADDRESS) SPRINGFIELD, OR 97477 SHEETTITLE: MATERIAL PLAN KEY PLAN: DRAVM BY: L REVISIONS: SHEET. L101 100% DESIGN DEVELOPMENT 11.24.21 ISA¢btech IncJP 19 ARCHTECTURAL SITE PLAN A001 SPRINGFIELD MOTORS TAX LOT 2200 MUC 40V LFs221002 1 Blue McKenzie Co. I Site Plan Review ARCHITECTS 740 A Street I Springfield, OR 97477 "A" STREET NOT FOR CONSTRUCTION O US POST OFFICE GENERAL NOTES TAX LOT 1506 A INFORMATION IS BASED ON OWNERS SURVEY DATED--, BYE FOUNDATION DRAIN PER GEO TECHNICAL REPORT - TIE INTO MUCB 1V_ STORM AT LOWEST CONNECTION POINT C BUILDING IS PARALLEL FRONT PROPERTY LINE. D CURBS ARE PARALLEL OR PERPENDICULAR TO THE ADJACENT PROPERTY LINE. KEY NOTES O1 NEW STREET TREE O2 EXISTING CONCRETE SIDEWALK O3 EXISTING CONCRETE CURB AND GUTTER ® EXISTING ASPHALT PAVEMENT- PATCH AND MATCH EX GRADES OCONCRETE CURB - HEIGHT WILL VARY WITH ADJACNET GRADE ©LONG TERM BICYCLE RACK SEE DETAIL --/A1.- OSHORT TERM BICYCLE RACK SEE DETAIL --/A1.- OLONG TERM OVERSIZED BICYCLE RACK SPACE SEE DETAIL --/A1.- O SHORT TERM OVERSIZED BICYCLE RACK SPACE SEE DETAIL --/A1.- �p DECORATIVE METAL FENCE AND GATE W/ ACCESS CONTROL . SEE -/Al.- CONCRETE PAVING (T!P) SEE CIVIL 12 PIPE BOLLARD. SEE -/Al.- ELECTRIC TRANSFORMER 14 CURB RAMP. SEE --/A1.- 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. i6 TRASH BINS, NIC » CONCRETE SIDEWALK TO MEET CIT! STANDARDS �g GENERATOR LOCATION �g DECORATIVE SHORT TERMS BIKES RACKS 20 DECORATIVE ACORN LIGHT PER CITY STANDARD 21 SUB POWER POLE TO BE REMOVED- UNDERGROUND POWER AND FIBER PER SUB 22 COM POLE TO REMAIN 29 NEW POWLER POLE TBD 24 CONCRETE SIDEWALK -PER DETAIL X/XXX 2S PAVERS PER LANDSCAPE PLANS ® CURB AND PLANTER -SEE LANDSCAPE pT CORE TEN PLANTER LEGEND SITE PROPERTY BOUNDARY SITE EASEMENT BUILDING CONCRETE SIDEWALK W/ CJS *P PUBLIC ENTRY ON ACCESSIBLE ROUTE *R RESTRICTED ENTRY ON ACCESSIBLE ROUTE ® ELEVATOR USED AS AN ACCESSIBLE MEANS OF EGRESS O PROJECT NORTH 2022.08.02 NORTHWEST SUSTAINABLE PROPERTIES FLOOR PLANS PP 11 — 10 — O Rm a-- 0-- a-- 0-- 4 4 Q 4 1 1 n' -e" 1 1 pq 4'4" 13'4" 18'4" id -0' 15'-0" 3'4" L 8'4" 5'4" 1 I I I I I I I I NOR' OO-- -�— — -- I I I I II BIKE I I I STORAGE 1 I m I I I IJ 11 I � I I I m I I I I I II m I I I I � I I I I I I a - SEE LANDSCAPE DRAWINGS FOR PAVING PATTERNS 0 4' 8' 16 Scale: 1/8" = V-0" 1. LEVEL 1 FLOOR PLAN A201 SCALE: 1/8"=V-0" LFs221002 1 Blue McKenzie Co. I Site Plan Review ARCHITECTS 740 A Street I Springfield, OR 97477 I I I I 1 AG IN I M a m o- Ae I�■ I I I I I I I I I I I I I i I I - I — i A60 2. LEVEL 2 FLOOR PLAN (EXAMPLE FLOOR PLAN 2-8) PROJECT NORTH A201 SCALE: 118"=1-0" NOT FOR CONSTRUCTION 2022.08.02 NORTHWEST SUSTAINABLE PROPERTIES EXTERIOR ELEVATUNS A501 L--- ------------- - SOUTH ELEVATION Scale: NOT TO SCALE LFs ARCHITECTS Illllllll 1111111 nl lllllllll k III utliiil u0 11n1f111 — ® 1 ■ 1® A- I!! III I I I I I I III I I I I A l l l l l 1' liaiiAn, :i Iliilfliu:iiI ii!::ili:ilf IIIIIIVII IIIIIIn10 �IIO� � oneaal�aa�:;.aaras�no.. one 2210021 Blue McKenzie Co. I Site Plan Review 740 A Street I Springfield, OR 97477 MATERIAL LEGEND CORRUGATED METAL CLADDING - ZINCALUME ® CERRECLAD CASTSTRIPE- CHARCOAL SWISSPEARL CARAT SAHARA ® BOARD -FORMED CONCRETE _ BLACK ALUMINUM STOREFRONT _ BLACK VINYL WINDOWS WEST ELEVATION NOT FOR CONSTRUCTION LEVEL 0- 0'-0" 2022.08.02 NORTHWEST SUSTAINABLE PROPERTIES I I ROOF 84,-7-7„ i LEVEL 8� i LEVEL -_-_ I LEVEL6 55'-4"� I I -----�-VE LEL 5 43,_6„ I I i_ LEVEL 4 I 35'-8" i _LEVEL 3 25'-10" WEST ELEVATION NOT FOR CONSTRUCTION LEVEL 0- 0'-0" 2022.08.02 NORTHWEST SUSTAINABLE PROPERTIES EXTERIOR ELEVATIONS NORTH ELEVATION Scale: NOT TO SCALE LFs 2210021 Blue McKenzie Co. I Site Plan Review ARCHITECTS 740 A Street I Springfield, OR 97477 MATERIAL LEGEND tAJI tLt V/AI IVIN NOT FOR CONSTRUCTION 2022.08.02 NORTHWEST SUSTAINABLE PROPERTIES CORRUGATED METAL CLADDING - ZINCALUME _ CERRECLAD CASTSTRIPE- CHARCOAL SWISSPEARL CARAT SAHARA BOARD -FORMED CONCRETE _ BLACK ALUMINUM STOREFRONT _ BLACK VINYL WINDOWS tAJI tLt V/AI IVIN NOT FOR CONSTRUCTION 2022.08.02 NORTHWEST SUSTAINABLE PROPERTIES EXTERIOR MATERIAL 1 BRAKE METAL - BLACK FACADE MATERIAL FLASHING, COPING, LOUVERS, STOREFRONT SWISSPEARL CARAT SAHARA METAL DOORS, INFILL PANELS, AND TRIM HORIZONTAL RUNNING BOND GROUND LEVEL GLAZING ALUMINUM STOREFRONT - BLACK firm ARCHITECTS 221002 1 Blue McKenzie Co. I Site Plan Review 740 A Street I Springfield, OR 97477 COLUMNS GLULAM - CLEAR SEALED FACADE MATERIAL CERRACLAD - CASTSTRIPE CHARCOAL VERTICAL STEEL RAILINGS SHERWIN WILLIAMS TRICORN BLACK SW 6258 NOT FOR CONSTRUCTION k P 0 ¢• - dr¢gi ri !�� ii a r b*.., �� ;J�y`iF' tRy'�a ✓�jtt',� �' c SFa a� ." _ t� r FACADE MATERIAL TAYLOR METAL - ZINCALUME CORRUGATED WINDOW FINISH PVC - BLACK }e. GROUND LEVEL BASE -OF -WALL (BELOW 2'-0") BOARD -FORMED CONCRETE EXTERIOR SOFFITS 'PRODUCTS SHOWN ARE THE BASIS OF DESIGN (B.O.D), FINAL MATERIALS TO BE DETERMINED 2022.08.02 NORTHWEST SUSTAINABLE PROPERTIES BUILDING SECPON SOUTH PROPERTY LINE Pv EASEMENT NORTH PROPERTY LINE I I�� EASEMENT 1. BUILDING SECTION A601 SCALE. 1/8"=1-0" 0 4' a' 16 Scale: 1/8" = V-0" LFs221002 1 Blue McKenzie Co. I Site Plan Review ARCHITECTS 740 A Street I Springfield, OR 97477 NOT FOR CONSTRUCTION ROOF LEVEL 8 75' - 0" LEVEL 7 65' - 2" LEVEL 6 55' - 4" LEVEL 5 45' LEVEL 4 85' - 8" LEVEL 3 25'-10" LEVEL 2 16'-0" LEVEL 1 0"Arch 460'- 9" Civil 2022.08.02 NORTHWEST SUSTAINABLE PROPERTIES LIGHTING SITE EXTERIOR ELIPSE OUTDOOR PENDANT BY BOVER 'v Un E U :i o12cmI4.72" oWem+19.W LFs ARCHITECTS 221002 1 Blue McKenzie Co. 1 Site Plan Review 740 A Street 1 Springfield, OR 97477 PITCH LED INDOOR/OUTDOOR WALL SCONCE BY TECH LIGHTING 5" SILVER 5" 127 mm %-0 L 511 A13.9"J L J 127 mm 99 min 15" 64 m m ^r 2.5 11 64 mm GOOSENECK BARN LIGHT WAREHOUSE OUTDOOR WALL SCONCE - HL -A ARM BY HI LITE 16" SHADE 95 (DARK GREEN - SHADE WHITE INTERIOR - WET RATED) NOT FOR CONSTRUCTION 4.5" TRIMLESS VOLTA RECESSED LIGHT BY WAC LIGHTING HAZE 2700K 60 DEGREE 1 63/8 ft max 1 -41/2"� 2" 2022.08.02 NORTHWEST SUSTAINABLE PROPERTIES LIGHTING SITE PLAN Decorative column illumination 5" Square Wallwash Downlight - Manufacturer: CSL It Series: Eco 5" LED Downlight Festoon Lighting Decorative linear string lights Manufacturer: Tivoli Series: Litesphere 2.0 Decorative pendant (TBD) Manufacturer: Bover Series: Elipse Outdoor Pendant 0 4' 6 16 Scale: 1/8" = V-0" LFs221002 1 Blue McKenzie Co. I Site Plan Review ARCHITECTS 740 A Street I Springfield, OR 97477 UJ o 0 I ❑q L==Ii ❑ ❑ STAIR EXT TRASH 129 LIMB GENERATOR 105 ❑ ❑ NORTH STAIR MPOE/ MDF _._ 1068 �------_a. ilii uui ilii uui I ELEC. 0 ms BIKE STORAGE E POWER ON Fl -14 124 -----� COMMERCIAL LEASE SPACE 113 A 91 III�I I ❑ ❑ ❑ ❑ t --I I y d ❑ u ❑ 1:1110 L10 _ HOT WATER 111 WATER FIRE PUMP ns SOUTH LOBBY 11 MICRO RETAIL 31 Wedge Light Outdoor wall sconce Manufacturer: Lithonia Series: WDGE2 LED M14 llr7a FAA1 as D D D 130 135 o I —000 — — ® — —000 — — — — — -- — n -- -- NOT— NOT FOR CONSTRUCTION Gooseneck Barn Light Outdoor architectural wall sconce Manufacturer: Spectrum Lighting Inc. Series: SW1509LW General area 5" Square Downlight Manufacturer: CSL Series: Eco 5' LED Downlight Springfield, OR Standard Street Light (By Others) O PROJECT NORTH 2022.08.02 NORTHWEST SUSTAINABLE PROPERTIES