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HomeMy WebLinkAboutPlan, Tentative APPLICANT 3/2/2023PARADIGM MARCOLA APARTMENTS er' i a !� - I M W fq Pro 0 is f4 #326 e SCHIRMER ]OON .h' SCHIRMER CONSULTING, LLC Landscape Arch9ecture + Lang Use Planning PO Bac 19424 Eugene, Oregon 97449 Phme:541234.5108 SCHIRMER CONSULTING,LLC., LANDSCAPE ARCHITECTURE AND -PND USE PUNNING EXPRESSLY RESERVE ITS COMMON UW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PUNS. THESE PUNS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ATHIRD PARTY WTHOUTFIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF SCHIRMER CONSULTING, LLC, IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PANS BY ATHIRD PARTY, THETHIRDPARW MALL HOLD SCHIRMER CONSULTING, LUG HARMLESS. PROJECT DATA MAP #: 17 03 25 13 TAX LOT #. 800 ZONING. R 2 PROJECT TEAM APPLICANT PARADIGM PROPERTIES 1361 PEARL STREET EUGENE, OR 97401 Phone: 541.954.8409 Contact: Chris Looney chris@paradigmpropertiesnw.com PROJECT COORDINATOR / LANDSCAPE ARCHITECT SCHIRMER CONSULTING, LLC LANDSCAPE ARCHITECTURE + LAND USE PLANNING PO BOX 10424 EUGENE, OREGON 97440 Phone: 541.234.5108 Contact: Carol Schirmer schirmer@ schirmerconsulting.com ARCHITECT DUSTRUD ARCHITECTURE, PC 1622 PEARL STREET EUGENE, OREGON 97401 Phone: 541.338.8544 Contact: Paul Dustrud paul@dustrudarchitecture.com CIVIL ENGINEER KPFF CONSULTING ENGINEERS 800 WILLAMETTE STREET SUITE 400 EUGENE, OREGON 97401 Phone: 541.684.4902 Contact: Matt Keenan, PE matt. keenan@kpff.com SURVEYOR KPFF CONSULTING ENGINEERS 800 WILLAMETTE STREET SUITE 400 EUGENE, OREGON 97401 Phone: 541.684.4902 Contact: Mike Pinske mike. pinske@kpff.com SHEET INDEX 11.0 COVER SHEET 12.0 SITE PLAN 13.0 PLANTING PLAN 14.0 PLANTING LIST and NOTES C1.0 EXISTING CONDITIONS PLAN C2.0 UTILITY PLAN C3.0 GRADING PLAN SITE ELECTRICAL SITE PHOTOMETRICS A-100 PERSPECTIVES A-101 EXTERIOR ELEVATION - BUILDINGS A - E A-102 EXTERIOR ELEVATIONS - BUILDING F A-103 EXTERIOR ELEVATIONS - CLUBHOUSE - MAIL - GARBAGE - TRASH VICINITY MAP NTS B 0 Omer Name K Fd Revision Schedule No. I Descriotion I Date PRINT DATE THIS SEr 3/1/2023 1:44:23 PM ISSUE DATES Pricing - Permit - Constmetion - Revsion - Misc. lin DUSTRUD architecture 1622 Pearl Street Eugene, Oregon 97401 541.338.8544 clustruclarch itect ure.com ° Toa ego 0 C O -E oAr=sda s w E n o ✓_ cmc. -nM am nc t t o c a t v G F m v m F c a£ ¢ DRAWN BY: DT CHECKED BY, PD O V Vf A' 0 W -6E .Q) E i �' t� i SHEET TITLE COVER SHEET SHEET NO. L1.0 o v ..®aa. B Gn�,I m.Ta�.H ra .r Fl c-cnnann�my rerwmor� M1MmmSlaueR— Jr Mohawk Coln LaurdI ©Lad's Qhuda, Sri -0 0 B LBi Marcola Rd MirtOli Rd Marcola Rd M- artilineslgm 1" 'Igheczo � vHnge mr ©sPnr�nalmH��ua�:r N1114elnn Aoanman'sq pa` Fi�aOe SUBJECT PROPERTY NTS B 0 Omer Name K Fd Revision Schedule No. I Descriotion I Date PRINT DATE THIS SEr 3/1/2023 1:44:23 PM ISSUE DATES Pricing - Permit - Constmetion - Revsion - Misc. lin DUSTRUD architecture 1622 Pearl Street Eugene, Oregon 97401 541.338.8544 clustruclarch itect ure.com ° Toa ego 0 C O -E oAr=sda s w E n o ✓_ cmc. -nM am nc t t o c a t v G F m v m F c a£ ¢ DRAWN BY: DT CHECKED BY, PD O V Vf A' 0 W -6E .Q) E i �' t� i SHEET TITLE COVER SHEET SHEET NO. L1.0 i_ i iUSE PLANNING EXPRESSLY RESERVE ITS COMMON _AWCOP`(RtGHT ANDOTHER PRO PERTY RIGHTS IN THESE PLANS THESE PLANS ARE NOTTOBE REPRODUCED CHANGED OR COPIED IN MY FORM OR MANNERMATSIEVER NOR ARE THEY TO REASSIGNED TO A THIRD PARTY WTHOUT FIRST OBTAINING THE M17M PERMISSION AND CONSENT OF IN THE EVENT OF UNAUTHORIZED RESSE OF THESE PLAINS BYA THIRD PARTY THE 7HI RD PARTY MALL HOLD SCHIRMER CONSULTING, UUCL HARMLESS MAP and TAX LOT MAP #: 17 03 2513 TAX LOT #: 800 ZONING: R-2 CONSTRUCTION NOTES 1. TH IS SHEET SHOWS EXISTING CONDITIONS TO REMAIN AN D N EW SITE IMPROVEMENTS. 2. EXISTING CON DITION S IN FORMATION BASED ON SU RVEY BY KPFF CONSU LTING ENGINEERS, 800 WILLAMETTE STREET, EUGENE, OREGON 97401, (541) 6&4.491 3. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO EXECUTION OF ANY NARK. 4. OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY SITE REVIEWS. 5. THERE SHALL BE REQUIRED REVIEWS BY OWNER'S REPRESENTATIVE PRIOR TO EXECUTION OF ANY WORK INCLUDING AFTER STAKING & LAYOUT, PRIOR POURING CONCRETE, PRIOR TO BACKFILLING AND ROUGH GRADING. 6. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. 7. SEE DETAILS FOR INFORMATION ON CONSTRUCTION MATERIALS AND INSTALLATION METHODS. 8. PROVIDE EXPANSION JOINTS (EJ) AT INTERSECTIONS, CORNERS, OR MERE CONCRETE SLABS MEET WALLS OR OTHER STRUCTURES. 9. PROVIDE CONSTRUCTION JOINTS (CJ) BETWEEN ALL POURS. 10. ALL CONCRETE PAVING JOINTS NOT LABELED OTHERWISE ARE CONTROL JOINTS(SJ). 10. OMIT DOWELS AT EXPANSION JOINTS ABUTTING WALLS AND STRUCTURES. 11. ALL CONCRETE PAVING JOINTS SHALL BE EQUALLY SPACED BETWEEN SHOWN OR NOTED LIMITS, AND SHALL BE AT 90° ANGLES TO EDGES OF PAVEMENT AND OTHER JOINTS UNLESS OTHERWISE INDICATED. 12. ALIGN CURB AND GUTTER JOINTS WITH CONCRETE PAVING JOINTS MERE ADJACENT. 13. SEE BUILDING PLANS FOR FOR ADDITIONAL BUILDING INFORMATION. 14. SEE CIVIL PLANS FOR ADDITIONAL CIVIL INFORMATION. GROUNDWATER PROTECTION DURING CONSTRUCTION 1. THE FOLLOWING REGULATIONS MUST BE OBSERVED DURING CONSTRUCTION: • ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP MATERIALS DISPOSED OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ REQUIREMENTS. IN EVERY CASE, CARE SHALL BETAKEN TO PREVENT GROUNDWATER CONTAMINATION. • CHEMICAL HANDLING, STORAGE, AND USE. CONTRACTORSIDEVELOPERS SHALL BE RESPONSIBLE FOR SAFE HANDLING AND STORAGE OF CHEMICALS, PETROLEUM PRODUCTS, AND FERTILIZERS AND THE PREVENTION OF GROUNDWATER AND STORM WATER RUNOFF CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, INCLUDING PAINT AND CLEANING MATERIALSWASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO THE STORM WATER SYSTEM. ALL CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT. • EQUIPMENTMAINTENANCE AND FUELING: PRECAUTIONS SHALL BE TAKEN TO PREVENT FLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING PROVIDING A DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHALL BE PREPARED AND MAINTAINED INA WAY THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING TO THE SOIL OR STORM WATER DRAINAGE SYSTEM. • NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE. SLEEVES 1. SLEEVES SHOWN ON DRAWING ARE TO BE INSTALLED AS FOLLOWS: • SLEEVES TO BE SET 18" BELOW FINAL GRADE. • SLEEVES EXTEND 4" BEYOND ADJACENT PAVEMENT OR INSIDE FACE OF CURB. • OPEN EN DS ARE TO BE COVERED WITH DUCT TAPE • WOOD LOCATION STAKES (2 X 2 RED TOP) ARE TO BE PLACED AT ALL SLEEVE LOCATIONS AT FACE OF WALKS AND CURBS. 2. ALL SLEEVES SHALL BE SCHEDULE 40 PVC. 3. SEE PLAN FOR SLEEVE SIZE. 4. SLEEVE LAYOUT IS SCHEMATIC. VERIFY LOCATIONS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION OF ELECTRICAL AND IRRIGATION SYSTEM. LTD LTD STOP LOCATED CLOSE TO SITE: APPROXIMATELY 200 FEET EAST OF NORTHWEST PROPERTY CORNER ON BOTH SIDES OF MARCOLA ROAD. SITE PLAN NOTES DENSITY AND DWELLING UNITS: STANDARD: I SPACE/ DU R-2 RESULT: 128SPACES REQUIRED: R-2 MULTIPLE UNIT: 14 to 28 DWELLING UNITS/NET ACRE RESULT: SITE SIZE: 4.73 GROSS ACRES REQUIRED: 4.56 NET ACRES (2 easement on site totaling 7,320 at) BkYPmple aW 64.89 TO 127.79 DWELLING UNITS or 65 - 128 PROPOSED: 128 UNITS VEHICLE PARKING REQUIRED: STANDARD: I SPACE/ DU ' / RESULT: 128SPACES PROPOSED 147 SPACES (142 STANDARD AND 5 ADA) BIKE PARKING: REMOVED REQUIRED: STANDARD: I SPACE/ DU FOR MULTI -FAMILY BkYPmple aW 75%LONG-TERM/25% SHORT TERM �� RESULT: 128 SPACES PROPOSED: 128 SPACES LONG TERM SDC 4.7.380 MULTIPLE UNIT HOUSING (CLEAR AND OBJECTIVE STANDARDS) OPEN SPACE: COMMON O.S. n REQUIRED: SDC 4.7380(C)(1)(d) For multiple unit housing developments that have a net density of 20 dwelling units per acre in the R-2 zone... the common open space standard does Not apply. LEGEND EXISTING EVERGREEN TREE EXISTING DECIDUOUS TREE � EXISTING EVERGREEN TREE TO BE ' / REMOVED Fy�-'-�,� EXISTING DECIDUOUS TREE TO BE `ma2� REMOVED OPROPOSED TREE (SCHEMATIC) BkYPmple aW - • PROPOSED LANDSCAPE TRASH/RECYCLING ENCLOSURE =� PROPOSED CARPORT PROPOSED WASTEWATER LINE PROPOSED STORM SEWER LINE PROPOSED WATER LINE PROPOSED FIRE PROTECTION LINE /iii J � /� ❑ SUBJECT PROPERTY NTS SUBJECT PROPERTY NTS Owner Name Revision Schedule No. I Description I Date PRINT DATE THIS SET 3/1/20231.44.23 PM ISSUE DATES Pricing - Permit - Construction - ReYsion - Misc. 14L DUSTRUD architecture 1622 Pearl Street Eugene, Oregon 97401 541.338.8544 dustrudarchitecture.com N U C N O d 0 W N W Ba w m c d 6 {Ld M O c V w e L ade W L. W c w o o >= 3 5 mt e,'A Q baa o£ c n c C m c v..oaq n'V c C.16E c, c ... O 9 N v m° o o E O c E O O L d) A v Rd JI' m v rya£ n DRAM BY: DT CHECKED BY: PD 0 V Vf t� i I� SHEET TITLE SITE PLAN SHEET NO. L2.0 VICINITY T Scale: 1'= 40' - 0" HEAD 0 20 4 80 /iii J � /� ❑ SUBJECT PROPERTY NTS SUBJECT PROPERTY NTS Owner Name Revision Schedule No. I Description I Date PRINT DATE THIS SET 3/1/20231.44.23 PM ISSUE DATES Pricing - Permit - Construction - ReYsion - Misc. 14L DUSTRUD architecture 1622 Pearl Street Eugene, Oregon 97401 541.338.8544 dustrudarchitecture.com N U C N O d 0 W N W Ba w m c d 6 {Ld M O c V w e L ade W L. W c w o o >= 3 5 mt e,'A Q baa o£ c n c C m c v..oaq n'V c C.16E c, c ... O 9 N v m° o o E O c E O O L d) A v Rd JI' m v rya£ n DRAM BY: DT CHECKED BY: PD 0 V Vf t� i I� SHEET TITLE SITE PLAN SHEET NO. L2.0 VICINITY MAP WELL HEAD PROTECTION AREA .......... ue.¢o r 9,9 • BkYPmple aW - • �� % 1 n n"m n I. 91F.1axwmn_rn c Mo;av,k ppm Laundry 9 - `YY'9Cx1Fd. Q91111"a ", 7 D O b Lg, MEIC04 Pd MdR6n HE Nef[91S Nd Marc MF ° r r o pIndy anzo ., i k AIA vlllag^Urn .ipenr Dial ■ lun, Ana cm= C 9 V1P,2 al Aportmcn9 F Feonz lP/ Lu- /iii J � /� ❑ SUBJECT PROPERTY NTS SUBJECT PROPERTY NTS Owner Name Revision Schedule No. I Description I Date PRINT DATE THIS SET 3/1/20231.44.23 PM ISSUE DATES Pricing - Permit - Construction - ReYsion - Misc. 14L DUSTRUD architecture 1622 Pearl Street Eugene, Oregon 97401 541.338.8544 dustrudarchitecture.com N U C N O d 0 W N W Ba w m c d 6 {Ld M O c V w e L ade W L. W c w o o >= 3 5 mt e,'A Q baa o£ c n c C m c v..oaq n'V c C.16E c, c ... O 9 N v m° o o E O c E O O L d) A v Rd JI' m v rya£ n DRAM BY: DT CHECKED BY: PD 0 V Vf t� i I� SHEET TITLE SITE PLAN SHEET NO. L2.0 (w1 2V'Oak ] 1T -Oak , 5'Oak ,a'oak 2G'Oak ,4'Oak — Unit A I- 1 r 24 Units It I Unit D 24 Units LIQ Apposed Garages aM Somes / / i < Unit F 8 Units - -I Unit a — i --I . 24 Units ni MAN I L 11 owl I 1111 -_ HNIPSr �. ', Dg II �m- ����I�hdddd C ►�'� in � N& 40 Cluhhtause/Office 9 / lwl (w)�i Unit E i ;_ F 24 Units , a (TI n PLANTING NOTES 1. NO SU BSTITUTION S ALLOWED WITHOUT PRIOR APPROVAL FROM OWN ERS REPRESENTATIVE. 2. MAKE MINOR ADJUSTMENTS IN TREE SPACING 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 INA 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 OWNER'S REPRESENTATIVE. 6. CLEANLY SAWCUT TREE ROOTS I FOOT FROM FACE OF NEW IMPROVEMENT, WkiERE TREES OR PLANT MATERIAL ABUT NEW BUILDINGS, STRUCTURES, CURBS, WALKS OR PAVEMENT. 7. TREES AND SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED. SEE TREE PLAITING DETAIL. 8. AT LEAST THREE (3) FEET OF CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF ALL FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTIONS IN ACCORDANCE WITH SFC 508.5.5 AND 912.3. 9. VEGETATIVE OR STRUCTURAL SCREENING TO BE PROVIDED FOR ALL ABOVE -GROUND UTILITY ENCLOSURES, INCLUDING BUT NOT LIMITED TO VAULTS, TRANSFORMERS, DOUBLE DETECTOR CHECK VALVES, AND BACKFLOW PREVENTION DEVICES. IRRIGATION SYSTEM NOTES 1. NOTE: PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. 2. IRRIGATION SYSTEM TO BE INSTALLED IN ALL DESIGNATED LAWN AND PLANT BED AREAS INDICATED ON THE PLAN. IRRIGATION TO BE AUTOMATIC ELECTRIC SOLENOID CONTROLLED UNDERGROUND SYSTEM. LOW WATER CONSUMPTION SYSTEMS ARE ENCOURAGED, INCLUDING THE USE OF WEATHER TRACKING CONTROLLERS AND DEVICES. 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. 3. IRRIGATION SYSTEM TO INCLUDE MAIN SHUT-OFF VALVE, BACKFLOW PREVENTION DEVICE, AUTOMATIC CONTROLLER (WEATHER PROOF LOCATION PER OWNER'S REPRESENTATIVE), ELECTRIC REMOTE CONTROL VALVES (RAINBIRD PEB-PRS SERIES OR APPROVED), WITH POP-UP SPRAY SPRINKLERS (RAINBIRD 1800 SAM SERIES OR APPROVED), AND/OR APPROVED ROTOR HEADS. ALL VALVES TO BE LOCATED IN UNDERGROUND VALVE BOX (CARSON OR APPROVED). 4. LANDSCAPE CONTRACTOR RESPONSIBLE FOR VERIFYING PRESSURE AND FLOW RATE AS NEEDED TO SUPPORT FULLY FUNCTIONAL IRRIGATION SYSTEM. S. LANDSCAPE CONTRACTOR RESPONSIBLE FOR OVERALL DESIGN AND FUNCTIONALITY OF IRRIGATION SYSTEM. PLANTING AREA CALCULATIONS LANDSCAPING REQUIRED: STANDARD: 15%OFSITE 4.73 aces = 206,038 sf x .15 = 30,906 sf 206,038 sf x .15%= 30,906 sf PROPOSED: 72,114 of +or 35% OF THE SITE REQUIREMENTS SDC 4.4.105(D): THE FOLLOWING AREAS OF A LOT/PARCEL SHALL BE LANDSCAPED, UNLESS OTHERWISE SPECIFIED IN THIS CODE: 1. ALL REWIRED SETBACK AREAS AND ANY ADDITIONAL PLANTING AREAS AS SPECIFIED IN THE APPROPRIATE ZONING. 2. PARKING LOT PLANTING AREAS REQUIRED IN THIS SECTION. SDC 4.4.105(E): AT LEAST 65 PERCENT OF EACH REQUIRED PLANTING AREA MUST BE COVERED WITH LIVING PLANT MATERIALS WITHIN 5 YEARS OF THE DATE OF INSTALLATION. THE LIVING PLANT MATERIALS MUST BE DISTRIBUTED THROUGHOUT THE REQUIRED PLANTING AREA. THE PLANTING ACCEPTABLE PER 1,000 SQUARE FEET OF REQUIRED PLANTING AREA IS AS FOLLOWS: 1. A MINIMUM OF 2 TREES NOT LESS THAN 8' IN HEIGHT THAT ARE AT LEAST A 2 INCH (DEH) CALIPER (AT THE TIME OF PLANTING, NOT INCLUDING ROOT BALL); AND 2. TEN SHRUBS, 5 GALLONS OR LARGER. 3. LAWN AND/OR GROUNDCOVER MAY BE SUBSTITUTED FOR UP TO 25 PERCENT OF THE LIVING PLANT MATERIAL REQUIREMENT, UNLESS TREES OR SHRUBBERY ARE REQUIRED FOR SCREENING. THIS SUBSTITUTION IS ONLY ALLOWED WHEN THE APPLICANT HAS DEMONSTRATED THAT THERE ARE PROVISIONS FOR ONGOING MAINTENANCE OF THE LANDSCAPE AREAS. SDC 4.4.105(F1: PARKING LOT PLANTING AREAS MUST INCLUDE 1 CANOPY TREE AT LEAST 21NCHES (DBH) N CALIPER THAT MEETS CITY STREET TREE STANDARDS AS MAY BE PERMITTED BY THE ENGINEERING DESIGN STANDARDS AND PROCEDURES MANUAL AND AT LEAST 4 SHRUBS, &GALLON OR LARGER, FOR EACH 100 SQUARE FEET OF PLANTING AREA. SHRUBS THAT ABUT PUBLIC RIGHT-OF-WAY OR THAT IS PLACED IN THE INTERIOR OF ANY PARKING LOT MUST NOT EXCEED 2.5 FEET IN HEIGHT AT MATURITY. PARKING LOT PLANTING AREAS MUST INCLUDE: 1. PARKING AND DRIVEWAY SETBACK AREAS SPECIFIED IN THE APPLICABLE LAND USE DISTRICT; AND 2. FIVE PERCENT OF THE INTERIOR OF A PARKING LOT, EXCLUSIVE OF ANY REQUIRED PARKING SETBACKS, IF 24 OR MORE PARKING SPACES ARE LOCATED BETWEEN THE STREET SIDE OF A BUILDING AND AN ARTERIAL OR COLLECTOR STREET, AND ARE VISIBLE FROM ANY STREET. 3. SEE ALSO SDC 4.7.380OR 4.7.385 FOR MULTIPLE UNIT HOUSING DESIGN STANDARDS. SDC 4.7.380 MULTIPLE UNIT HOUSING (CLEAR AND OBJECTIVE STANDARDS). (5) LANDSCAPING, FENCES, AND WALLS. MULTIPLE UNIT HOUSING DEVELOPMENTS MUST PROVIDE LANDSCAPING AS SPECIFIED IN THE FOLLOWING STANDARDS AND IN COMPLIANCE WITH SDC 4.4.105. (a) A MINIMUM OF 15 PERCENT OF THE SITE MUST BE LANDSCAPED WITH A MIX OF VEGETATIVE GROUND COVER, SHRUBBERY, AND TREES. TREES, A MINIMUM 21NCHES (DBH-DIAMETER AT BREAST HEIGHT) IN CALIPER, AND SHRUBBERY, A MINIMUM OF 24 INCHES IN HEIGHT. MUST BE PLANTED. BARK MULCH, ROCKS AND SIMILAR NON -PLANT MATERIAL MAYBE USED TO COMPLIMENT THE COVER REQUIREMENT BUT IS NOT CONSIDERED A SOLE SUBSTITUTE FOR THE VEGETATIVE GROUND COVER REQUIREMENT. (b) STREETTREES, A MINIMUM 21NCHES (DEH) CALIPER, MUST BE PLACED WITHIN THE PLANTER STRIPS BETWEEN THE CURB AND THE SIDEWALK. STREET TREES MUST BE PLANTED A MINIMUM OF 1 PER EVERY 30 LINEAR FEETOF STREET FRONTAGE, AS SPECIFIED IN SDC 4.2.140. (p) FENCES IN FRONT YARDS AND ALONG ANY FRONTAGE USED TO COMPLY WITH THE BUILDING ORIENTATION STANDARD ARE LIMITED TO 3 FEET IN HEIGHT. FENCES IN OTHER YARDS SHALL COMPLY WITH THE FENCE STANDARDS SPECIFIED IN SECTION 4.4.115, AND THE VISION CLEARANCE STANDARDS SPECIFIED IN SECTION 4.2.136, AND (d) THE USE OF NON-INVASIVE AND/OR DROUGHT -TOLERANT LANDSCAPING IS ENCOURAGED. ALL LANDSCAPING MUST BE IRRIGATED WITH A PERMANENT IRRIGATION WIHICH MAY INCLUDE A DRIP IRRIGATION SYSTEM UNLESS A LICENSED LANDSCAPE ARCHITECT SUBMITS WRITTEN VERIFICATION THAT THE PROPOSED PLANT MATERIALS DO NOT REQUIRE IRRIGATION THE PROPERTY OWNER MUST MAINTAIN ALL LANDSCAPING. om qV Scale: 1"= 40 - 0" 0 20 40 80 SCHIRMER CONSULTING, LLC Landscape Architecture + Land Use Planning PD Box 10424 Eugene, Oregon 97440 Rinne 541.2345108 SCHRMERCON91LMNG LLC, IANDSCAPEARCHITECTUREANDIAND USE P WJNING EXPRESSLY RESERVE ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOTTO BE REPRODUCED, CHANGED, OR COPIEDIN ANY FORM OR MANNER WHATSOEVER, NORARETHEYTo BEASSIWEDToATHIRDPARTY WITIOUT FIRST OBTAINING THE M17M PERMISSION AND CONSENT OF SCHIRMER CONSULTING , LLC. N THE EVENT OF UNAU IffD REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD SCHIRMER CONSULTING LLC HARMLESS. Owner Name Revision Schedule No. I Description I Date PRINT DATE THIS SET 3/1//2023 1.44.23 PM ISSUE DATES Pricing Permit Construction Revision Misc. DUSTRUD architecture 1622 Pearl Street Eugene, Oregon 97401 541.338.8544 dustrudarchitecture.com 0 N O d L e {� 0 W NW TL9 d�{Lj •O O cV ,r L W L aL. W c W o o'A>= 35 mt��Q baa n c NLWrnnc L X W c LN O 9 , 2 O N'V W m$ o o E O c E O O Ftno m v rya£ n DRAW) BY: DT CHECKED BY: PD 0 tV H i W � Q SHEET TITLE PLANTING PLAN SHEET NO. L3.0 O I MARCOLA ROAD i v - -I Unit a — i --I . 24 Units ni MAN I L 11 owl I 1111 -_ HNIPSr �. ', Dg II �m- ����I�hdddd C ►�'� in � N& 40 Cluhhtause/Office 9 / lwl (w)�i Unit E i ;_ F 24 Units , a (TI n PLANTING NOTES 1. NO SU BSTITUTION S ALLOWED WITHOUT PRIOR APPROVAL FROM OWN ERS REPRESENTATIVE. 2. MAKE MINOR ADJUSTMENTS IN TREE SPACING 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 INA 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 OWNER'S REPRESENTATIVE. 6. CLEANLY SAWCUT TREE ROOTS I FOOT FROM FACE OF NEW IMPROVEMENT, WkiERE TREES OR PLANT MATERIAL ABUT NEW BUILDINGS, STRUCTURES, CURBS, WALKS OR PAVEMENT. 7. TREES AND SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED. SEE TREE PLAITING DETAIL. 8. AT LEAST THREE (3) FEET OF CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF ALL FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTIONS IN ACCORDANCE WITH SFC 508.5.5 AND 912.3. 9. VEGETATIVE OR STRUCTURAL SCREENING TO BE PROVIDED FOR ALL ABOVE -GROUND UTILITY ENCLOSURES, INCLUDING BUT NOT LIMITED TO VAULTS, TRANSFORMERS, DOUBLE DETECTOR CHECK VALVES, AND BACKFLOW PREVENTION DEVICES. IRRIGATION SYSTEM NOTES 1. NOTE: PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. 2. IRRIGATION SYSTEM TO BE INSTALLED IN ALL DESIGNATED LAWN AND PLANT BED AREAS INDICATED ON THE PLAN. IRRIGATION TO BE AUTOMATIC ELECTRIC SOLENOID CONTROLLED UNDERGROUND SYSTEM. LOW WATER CONSUMPTION SYSTEMS ARE ENCOURAGED, INCLUDING THE USE OF WEATHER TRACKING CONTROLLERS AND DEVICES. 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. 3. IRRIGATION SYSTEM TO INCLUDE MAIN SHUT-OFF VALVE, BACKFLOW PREVENTION DEVICE, AUTOMATIC CONTROLLER (WEATHER PROOF LOCATION PER OWNER'S REPRESENTATIVE), ELECTRIC REMOTE CONTROL VALVES (RAINBIRD PEB-PRS SERIES OR APPROVED), WITH POP-UP SPRAY SPRINKLERS (RAINBIRD 1800 SAM SERIES OR APPROVED), AND/OR APPROVED ROTOR HEADS. ALL VALVES TO BE LOCATED IN UNDERGROUND VALVE BOX (CARSON OR APPROVED). 4. LANDSCAPE CONTRACTOR RESPONSIBLE FOR VERIFYING PRESSURE AND FLOW RATE AS NEEDED TO SUPPORT FULLY FUNCTIONAL IRRIGATION SYSTEM. S. LANDSCAPE CONTRACTOR RESPONSIBLE FOR OVERALL DESIGN AND FUNCTIONALITY OF IRRIGATION SYSTEM. PLANTING AREA CALCULATIONS LANDSCAPING REQUIRED: STANDARD: 15%OFSITE 4.73 aces = 206,038 sf x .15 = 30,906 sf 206,038 sf x .15%= 30,906 sf PROPOSED: 72,114 of +or 35% OF THE SITE REQUIREMENTS SDC 4.4.105(D): THE FOLLOWING AREAS OF A LOT/PARCEL SHALL BE LANDSCAPED, UNLESS OTHERWISE SPECIFIED IN THIS CODE: 1. ALL REWIRED SETBACK AREAS AND ANY ADDITIONAL PLANTING AREAS AS SPECIFIED IN THE APPROPRIATE ZONING. 2. PARKING LOT PLANTING AREAS REQUIRED IN THIS SECTION. SDC 4.4.105(E): AT LEAST 65 PERCENT OF EACH REQUIRED PLANTING AREA MUST BE COVERED WITH LIVING PLANT MATERIALS WITHIN 5 YEARS OF THE DATE OF INSTALLATION. THE LIVING PLANT MATERIALS MUST BE DISTRIBUTED THROUGHOUT THE REQUIRED PLANTING AREA. THE PLANTING ACCEPTABLE PER 1,000 SQUARE FEET OF REQUIRED PLANTING AREA IS AS FOLLOWS: 1. A MINIMUM OF 2 TREES NOT LESS THAN 8' IN HEIGHT THAT ARE AT LEAST A 2 INCH (DEH) CALIPER (AT THE TIME OF PLANTING, NOT INCLUDING ROOT BALL); AND 2. TEN SHRUBS, 5 GALLONS OR LARGER. 3. LAWN AND/OR GROUNDCOVER MAY BE SUBSTITUTED FOR UP TO 25 PERCENT OF THE LIVING PLANT MATERIAL REQUIREMENT, UNLESS TREES OR SHRUBBERY ARE REQUIRED FOR SCREENING. THIS SUBSTITUTION IS ONLY ALLOWED WHEN THE APPLICANT HAS DEMONSTRATED THAT THERE ARE PROVISIONS FOR ONGOING MAINTENANCE OF THE LANDSCAPE AREAS. SDC 4.4.105(F1: PARKING LOT PLANTING AREAS MUST INCLUDE 1 CANOPY TREE AT LEAST 21NCHES (DBH) N CALIPER THAT MEETS CITY STREET TREE STANDARDS AS MAY BE PERMITTED BY THE ENGINEERING DESIGN STANDARDS AND PROCEDURES MANUAL AND AT LEAST 4 SHRUBS, &GALLON OR LARGER, FOR EACH 100 SQUARE FEET OF PLANTING AREA. SHRUBS THAT ABUT PUBLIC RIGHT-OF-WAY OR THAT IS PLACED IN THE INTERIOR OF ANY PARKING LOT MUST NOT EXCEED 2.5 FEET IN HEIGHT AT MATURITY. PARKING LOT PLANTING AREAS MUST INCLUDE: 1. PARKING AND DRIVEWAY SETBACK AREAS SPECIFIED IN THE APPLICABLE LAND USE DISTRICT; AND 2. FIVE PERCENT OF THE INTERIOR OF A PARKING LOT, EXCLUSIVE OF ANY REQUIRED PARKING SETBACKS, IF 24 OR MORE PARKING SPACES ARE LOCATED BETWEEN THE STREET SIDE OF A BUILDING AND AN ARTERIAL OR COLLECTOR STREET, AND ARE VISIBLE FROM ANY STREET. 3. SEE ALSO SDC 4.7.380OR 4.7.385 FOR MULTIPLE UNIT HOUSING DESIGN STANDARDS. SDC 4.7.380 MULTIPLE UNIT HOUSING (CLEAR AND OBJECTIVE STANDARDS). (5) LANDSCAPING, FENCES, AND WALLS. MULTIPLE UNIT HOUSING DEVELOPMENTS MUST PROVIDE LANDSCAPING AS SPECIFIED IN THE FOLLOWING STANDARDS AND IN COMPLIANCE WITH SDC 4.4.105. (a) A MINIMUM OF 15 PERCENT OF THE SITE MUST BE LANDSCAPED WITH A MIX OF VEGETATIVE GROUND COVER, SHRUBBERY, AND TREES. TREES, A MINIMUM 21NCHES (DBH-DIAMETER AT BREAST HEIGHT) IN CALIPER, AND SHRUBBERY, A MINIMUM OF 24 INCHES IN HEIGHT. MUST BE PLANTED. BARK MULCH, ROCKS AND SIMILAR NON -PLANT MATERIAL MAYBE USED TO COMPLIMENT THE COVER REQUIREMENT BUT IS NOT CONSIDERED A SOLE SUBSTITUTE FOR THE VEGETATIVE GROUND COVER REQUIREMENT. (b) STREETTREES, A MINIMUM 21NCHES (DEH) CALIPER, MUST BE PLACED WITHIN THE PLANTER STRIPS BETWEEN THE CURB AND THE SIDEWALK. STREET TREES MUST BE PLANTED A MINIMUM OF 1 PER EVERY 30 LINEAR FEETOF STREET FRONTAGE, AS SPECIFIED IN SDC 4.2.140. (p) FENCES IN FRONT YARDS AND ALONG ANY FRONTAGE USED TO COMPLY WITH THE BUILDING ORIENTATION STANDARD ARE LIMITED TO 3 FEET IN HEIGHT. FENCES IN OTHER YARDS SHALL COMPLY WITH THE FENCE STANDARDS SPECIFIED IN SECTION 4.4.115, AND THE VISION CLEARANCE STANDARDS SPECIFIED IN SECTION 4.2.136, AND (d) THE USE OF NON-INVASIVE AND/OR DROUGHT -TOLERANT LANDSCAPING IS ENCOURAGED. ALL LANDSCAPING MUST BE IRRIGATED WITH A PERMANENT IRRIGATION WIHICH MAY INCLUDE A DRIP IRRIGATION SYSTEM UNLESS A LICENSED LANDSCAPE ARCHITECT SUBMITS WRITTEN VERIFICATION THAT THE PROPOSED PLANT MATERIALS DO NOT REQUIRE IRRIGATION THE PROPERTY OWNER MUST MAINTAIN ALL LANDSCAPING. om qV Scale: 1"= 40 - 0" 0 20 40 80 SCHIRMER CONSULTING, LLC Landscape Architecture + Land Use Planning PD Box 10424 Eugene, Oregon 97440 Rinne 541.2345108 SCHRMERCON91LMNG LLC, IANDSCAPEARCHITECTUREANDIAND USE P WJNING EXPRESSLY RESERVE ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOTTO BE REPRODUCED, CHANGED, OR COPIEDIN ANY FORM OR MANNER WHATSOEVER, NORARETHEYTo BEASSIWEDToATHIRDPARTY WITIOUT FIRST OBTAINING THE M17M PERMISSION AND CONSENT OF SCHIRMER CONSULTING , LLC. N THE EVENT OF UNAU IffD REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD SCHIRMER CONSULTING LLC HARMLESS. Owner Name Revision Schedule No. I Description I Date PRINT DATE THIS SET 3/1//2023 1.44.23 PM ISSUE DATES Pricing Permit Construction Revision Misc. DUSTRUD architecture 1622 Pearl Street Eugene, Oregon 97401 541.338.8544 dustrudarchitecture.com 0 N O d L e {� 0 W NW TL9 d�{Lj •O O cV ,r L W L aL. W c W o o'A>= 35 mt��Q baa n c NLWrnnc L X W c LN O 9 , 2 O N'V W m$ o o E O c E O O Ftno m v rya£ n DRAW) BY: DT CHECKED BY: PD 0 tV H i W � Q SHEET TITLE PLANTING PLAN SHEET NO. L3.0 MASTER PLANT LIST NOTE: MASTER PLANT DST CONTAINS ALL LANDSCAPING, STORMWATER TREATMENT AREAS AND STREET TREES. Qty. Botanical Name Common Name Size Comments TREES Polystichum acrostichoides Christmas Fern Fid halfway and water thoroughly Acer macrophyllum Big Leaf Maple 2" cal. Evenly branched Acer saccharum 'Green Mountain' Green Mountain Sugar Maple 2" cal. Matched. Evenly branched. Aesculus Games 'Ft McNair' Ft. McNair Red Horsechestmut 2" cal. Matched. Evenly branched_ Calocedms decurrens Incense Cedar 5' -6' Matched_ Evenly branched. Cercidiphyllum japonicum Katsura Tree 2" cal. Matched. Evenly branched. Comus kousa chinensis Korean Dogwood 15 gal. Evenly branched Foxinus oxycarpa'Autumn Applause' Autumn Applause Ash 2" cal_ Matched_ Evenly branched_ Fraxinus oxycarpa'Haywood' Haywood Ash 2" cal. Matched. Evenly branched. Nyssa Syhatica Black Tupelo 2" cal. Matched. Evenly branched. SHRUBS Camellia sasanqua'Showa No Sakae' Showa No Sakae Camellia Choisya ternata Mexican Orange Comus Seneca'Kelseyi' Kesley RMtwig Dogwood Euroymus alatus 'Compacta' Dwarf Burning Bush Fothergilla gardenn Dwarf Fothergilla Plens'Cavatme' Cavatine Pieris Piens 'Purity Punty Pieris Rhododendron'Chinoides' Charades Rhododendron Rhododendron'Daphnordes' Daphnoides Rhododendron Rhododendron 'PJM' PJM Rhododendron Rhododendron 'Unique' Unique Rhododendron Rosa'Blushing Pink' Blushing Pink Knockout Rose' Samoccoca rusifolia Samococca Sprees nipponica tosaensis 'Snowmound' Snowmound Japanese Spiraea Thuja occidentallis'Emerald Green' Emerald Green Arborvitae Viburnum davidii David Viburnum Viburnum tinus'Compactum' Spring Bouquet Viburnum GRASSES Panicum mrgatum'Cheyenne Sky' Cheyenne Sky Switch Grass Pennisetum alopecuroides Fountain Goss PERENNIALS Helleborus Variety' Christmas Rose 6 varieties Hemerocallis'Stella D'Oro' Stella U'Oro Daylily Iris sibirica'Butter and Sugar' Butter and Sugar Siberian Iris Ins sibirica'Caesars Brothel Caesars Brother Siberian Iris GROUNDCOVER Ajuga reptans Carpet Bugle 2' o.c. Galium odoratum Sweet Woodruff 11, o.c. Prunus laurocerasus'Mt Vernon' ML Vemon Laurel FERNS Dryopteds flix-mas'Robusta' Robust Male Fem Polystichum acrostichoides Christmas Fern Fid halfway and water thoroughly Polystichum munitum Sword Fern STREET TREE LIST NOTE: STREET TREES ARE INCLUDED IN THE MASTER PLANT LIST AND HAVE BEEN SELECTED FROM THE CITY OF SPRINGFIELD APPROVED STREET TREE LIST. TREE PLANTING DETAIL I LEGEND \ _ PROPOSED TREES AND SHRUBS PROPOSED STREET TREE PROPOSED LAWN TREE STAKES D. F. 2"x2"x 6' MULCH PROPOSED GROUNDCOVER TREETIES Grow Straight or approved IMPORTANT: Root crown to be a minimum PROPOSED RAIN GARDEN of 4" above finish grade. UNDISTURBED OR COMPACTED SUBGRADE 2x diameter of rootball REMOVE TREE TIES AT ONE YEAR WARRANTEE. BACKFILL Fill halfway and water thoroughly before backfilling. TREE PEDESTAL Prepare subsoil to prevent settling DECIDUOUS TREE PLANTING DETAIL L TREE TIES Grow Straight or approved GUY WIRE SPACING TREE STAKES iO� STORMWATER PLANT LIST Stake 3sdes MULCH 2" x 2" x 24" hardwood stakes ;, IMPORTANT: 1. VEGETATED RAN GARDEN PLANTS ARE ALSO INCLUDED IN THE MASTER PLANT LIST. Root aow to be a minimum 2. PLANTING SELECTION AND DENSITY FROM EDSPM APPENDIX 6B APPROVED VEGETATION LIST. PLANT SAUCER ef Fara 3" dm 4" above finish grade. �l� RAIN GARDEN #1 N.T.S. RAIN GARDEN #2BACKFILL Fid halfway and water thoroughly = before baddilling. UNDISTURBED TREE PEDESTAL OR COMPACTED SUBGRADE — —11 Prepare subsoil to prevent settling RAIN GARDEN #3 2X diameter of rootball STORMWATER JUSTIFICATION NOTE: REMOVE TREE TIES AT ONE YEAR WARRANTEE. CONIFEROUS TREE PLANTING DETAIL STORMWATER VEGETATION NOTE TO ENSURE A FULL FUNCTIONING WATER QUALITY SYSTEM AND MEET OBJECTIVES OF SPRINGFIELD'S MS4 PERMIT, THE SPRINGFIELD DEVELOPMENT CODE AND THE EDSPM, THE INFILTRATION RAIN GARDENS SHALL BE FULLY VEGETATED WITH ALL VEGETATION SPECIES ESTABLISHED PRIOR TO ISSUANCE OF FINAL OCCUPANCY AND COMMENCEMENT OF OPERATIONS. ALTERNATIVELY, IF THIS CONDITION CANNOT BE MET, THE APPLICANT SHALL PROVIDE AND MAINTAIN ADDITIONAL INTERIM EROSION CONTROLANATER QUALITY MEASURES ACCEPTABLE TO THE DEVELOPMENT AND PUBLIC WORKS DEPARTMENT THAT WILL SUFFICE UNTIL SUCH TIME AS THE RAIN GARDEN AND STORMWATER PLANTER VEGETATION BECOMES FULLY ESTABLISHED. THE INTERIM EROSION CONTROL MEASURE SHALL BE N ADDITION TO THE REQUIRED PLANTINGS FOR THE SITE. N.T.S. om E. SCHIRMER WON SCHIRMER CONSULTING, LLC Landscape Architecture + Land Use Planning PO Box 10424 Eugene, Oregon 97440 Rinne 541.2345108 SCHRMERCONSULMNG LLC, IANDSCAPEARCHITECTUREANDIAND USE P WJNING EXPRESSLY RESERVE ITS COMMON -AW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PIANS. THESE P -ANS ARE MOTTO BE REPRODUCED, CHANGED, OR COPIEDIN ANY FORM OR M NNER Y ATSOEVER, NORARETHEYTOBEASSIGNEDTOATHIRDPARTY WITHOUT FIRST OBTAINING THE 1 17M PERMISSION AND CONSENT OF SCHIRMER CONSULTNG, LLC. N 1NF EVBJTOFUNAIITHORIEED R915EOFMESE PLIAS BY AMIRD PARTY, ME THIRD PARTY SHALL HOLD SCHIRMER CONSULTING, I.I.C. HARMLESS. B 0 Owner Name K ��-O Revision Schedule No. Description Date PRINT DATE THIS SET 3/1@0231:44:23 PM _ISSUE DATES Pricing - Permit - Construction - Revision - Misc. 14L DUSTRUD architecture 1622 Pearl Street Eugene, Oregon 97401 541.338.8544 dustrudarchitecture.com DRAM BY: DT CHECKED BY: PD SHEET TITLE PLANTING LIST and NOTES SHEET NO. L4.0 O MAP FROM: GCOGLE MAPS VICINITY MAP SCALE: NTS FLOODPLAIN: THE PROPERTY LIES ON WITHIN AREA ZONE "X", PER FIRM MAP NUMBER 41039C1153F. SOIL TYPES: ACCORDING TO WEB SOIL SURVEY, THE EXISTING SOIL FOR THE SITE CONSIST OF MALABON-URBAN LAND COMPLEX, HYDROLOGIC SOIL GROUP C, DRAINAGE CLASS, WELL DRAINED. DEPTH OF WATER TABLE IS MORE THAN 80 INCHES. OXLEY-URBAN LAND COMPLEX, HYDROLOGIC SOIL GROUP C/D, DRAINAGE CLASS, SOMEWHAT POORLY DRAIN.. DEPTH OF WATER ABOUT 6 TO 18 INCHES. TIME OF TRAVEL ZONES: THIS SITE IS WITHIN THE 1 YEAR TIME OF TRAVEL ZONE. ,0_ 1 / / 4ff;iATT:111X.91VI94 EX. TWO WAY LEFT TURN LANE va' EX.8"WHITE STRIPE _ ..... z U-....... ... 5D OHU . OHU CHU EX. BIKE LANE- I I F F 10"55-- 10"SS 0 o" !- 10"5 10"5 NORTHING RIM = 465.94' ELEVATION RL 1-1/8" BRASS CAP "KPFF CONTROL" IE 3" IN (N)=464.74' 209597.06 11 2 F / (Wl i kN) rsDi"` O EX, STOP SIGN INO0 NY� QpK1' STORM TABLE: OCURB INLET NORTHING RIM = 465.94' ELEVATION FLOW LINE=465.28' 1-1/8" BRASS CAP "KPFF CONTROL" IE 3" IN (N)=464.74' 209597.06 IE 6" IN (S) = 463.23' 2 IE 12" OUT (E) = 462.74' OCURB INLET 1 466.30' RIM = 465.52' FLOW LINE=464.86' - - IE 12'IN(W)=461.56' IE 12" OUT (E) = 461.52' OCURB INLET T RIM = 465.02' SD FLOW LINE=464.33' SS IE 12" IN (W) = 460.37' W IE 24" OUT (E) = 460.25' OCURB INLET OHU RIM = 465.31' I ) FLOW LINE=464.62' v IE 4" IN (N)=463.86' �� IE 36" IN (E) = 459.28' IE 36" OUT (W) = 458.90' OSTORM MANHOLE D/W RIM = 464.85' HCR IE 24" IN (W)=459.82' 01B IE 24" IN (N) = 459.85' ER o IE 60" IN (E) = 458.05' IRAN IE 60" OUT (S) =458.02' OSTORM MANHOLE RIM = 464.96' --(} IE 24" IN (W) = 459.96' I\QS IE 60" IN (N) = 457.93' IE 36" IN (E) = 458.63' �Qi IE 60" OUT (S) =457.91' O7 CURBINLET ® RIM = 466.28' OO FLOW LINE=465.58' TR 0 IE8" IN (W)=462.58' D44 IE 12" OUT (E) = 462.38' OCURB INLET W 0 RIM = 466.28' 01N FLOW LINE=465.62' o R IE 12" IN (E) = 462.43' O IE 4" IN (N)=464.33' IE 12"OUT (W)=461.45' OSTORM MANHOLE RIM = 467.08' ® IE 24" IN (W)=460.90' A#1 IE 60" IN (N) = 456.95' IE 24" IN (E) = 458.84' IE 72" OUT (S) =456.66' PROJECT CONTROL: NOTES: 1.) VERTICAL DATUM: CITY OF SPRINGFIELD BENCHMARK: BRASS DISK IN THE CENTERLINE OF MARCOIA ROAD, 2.4 FEET EAST OF DRIVEWAY #2415, STAMPED "GPS MARCOIA 1990" BENCHMARK NO. 450 ELEVATION = 467.25' 2.) BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM(OCRS), EUGENE ZONE. THE RESULTANT BEARING OF THE CENTERLINE OF MARCOIA ROAD IS NORTH 89°52'07" WEST. 3.) BOUNDARY AND EASEMENTS SHOWN HEREON ARE BASED ON PRELIMINARY TITLE REPORT ORDER NO. 6022203418 BY FIDELITY NATIONAL TITLE COMPANY, EFFECTIVE DATE JULY 8, 2022. 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. SANITARY TABLE: O1 SANITARY MANHOLE NORTHING RIM = 466.85' ELEVATION IE 8" IN (E) =458.29' 1-1/8" BRASS CAP "KPFF CONTROL" IE 8" IN (SE) = 458.32' 209597.06 IE 8" OUT (W) = 458.27' 2 IE 8" OUT (W) (ABD.) = 458.25' O2 SANITARY MANHOLE 1 466.30' RIM = 466.83' IE 8" IN (E) (ABD.) = 457.37' - - IE 8" IN (E) =457.41' IE 10" OUT (W)=457.27' OSANITARY MANHOLE T RIM = 466.26' SD IE 10" IN (N) = 457.19' SS IE 10" IN (E) = 456.41' W IE 10" IN (S)=457.24' G IE 10" OUT (W)=456.41' Oq SAN ITARY MAN HOLE RIM = 467.17' IE 10" IN (E) = 456.14' IE 10" OUT (W)=456.14' STATION DESCRIPTION NORTHING EASTING ELEVATION 1 1-1/8" BRASS CAP "KPFF CONTROL" 114662.01 209597.06 465.14' 2 1-1/8" BRASS CAP"KPFF CONTROL" 114368.83 209632.47 1 466.30' LEGEND: ... ... .-. :...1 CONCRETE SURFACE I INCH ASPHALTSURFACE 40 WALL - - - - - - - - - - BUILDING OVERHANG CURB LINE - - - - - EDGE OF ASPHALT RIGHT-OF-WAY UNE - - - - - EASEMENT LINE LOT LINE - - PROPERTY LINE BRUSH LINE E ELECTRICAL UNE T TELECOMMUNICATIONS LINE SD STORM LINE SS SANITARY SEWER UNE W WATERLINE G GAS LINE OHU OVERHEAD UTILITY LINES I ) UNDERGROUND LINE PER AS -GUILTS v SIGN �� DOUBLE POST SIGN BOLLARD OB D/W DRIVEWAY ENTRY HCR HANDICAP RAMP 01B ELECTRICAL JUNCTION BOX ER o ELECTRICAL RISER IRAN TRANSFORMER 0 POWER POLE OVERHEAD LIGHT --(} POWER POLE/OVERHEAD LIGHT I\QS SANITARY MANHOLE WITH STRUCTURE �Qi STORM MANHOLE WITH STRUCTURE ® CURB INLET OO SANITARY/STORM STRUCTURE IF TR 0 TELECOMMUNICATIONS RISER D44 WATER VALVE L q1p FIRE HYDRANT W 0 WATER METER 01N IRRIGATION CONTROL VALVE o R AIR RELEASE O DECIDUOUS TREE -PERIMETER REPRESENTS DRIPLINE CONIFEROUS TREE -PERIMETER REPRESENTS DRIPLINE ® FOUND MONUMENT A#1 PROJECT CONTROL POINT GL. SCALE I INCH =40FEET 40 0 40 80 kpff 800 Wlllamett Str t, Suke 400 Eugene, OR 97401 O: 541.684.4902 F: 541.684.4909 w keffwm Paradigm P � CO Revision Schedule No. I Description I Date PRINT DATE THIS SET 3/01/2023 ISSUE DATES Pricing Permit Construction - Revision 11� DUSTRUD architecture 1622 Pearl Street Eugene, Oregon 97401 541.338.8544 d ustru d arc h itectu re.com 0 EJ y N C j 2 U 0 C O O d O; a cp�'mc1��0`m C L r 0 d L m�0Woo dao 3£ d c c a� 15 E �o5 o08 Bg m E .; a m 0 -2 n. o m r a m a0i a w c �8,Eo_y�� c 0 E o� 0 W E N F-rnv m L 8F-Sa5 n DRAWN BY: FU CHECKED BY MR a O i } 0 E i SHEET TITLE EXISTING CONDITIONS SHEET NO. C-100 CONNECT TO EXISTING 10" SANITARY LINE�r S Co -4 IE 10" IN=457.37 (E) S -10' PVC IE 6' IN457.37 (W) S - 6' PVC FIELD VERIFY POINT OF CONNECTION i 14.00' SANITARY i SEWER EASEMENT I I 10.00' EWEB WATER TRANSMISSION EASEMENT. EWES SHALL BE PRESENT WITH EXCAVATION OR INSTALLING UTILITIES WITHIN EWEB'S EASEMENT. COORDINATE WITH EWEB. 19:1 1. J O J m 0 101 -ss — 89 LF-15"SD— SO MH -1 RIM=465.90 IE 10" IN=460.14 (N) IE 10" IN=460.14 (S) IE 15" OUT=459.77 (E) FTP 1I► a II 97 LF -15' r'2 CONNECT TO EXISTING STORM STRUCTURE IE 15" IN=458.84 (W) IE IN=456.95 (N) EX. 60" IE IN=458.84 (E) EX 24" IE OUT=456.68 (S) EX. 72" FIELD VERIFY POINT OF CONNECTION NOT SURVEYED 0 UTILITY KEY NOTES NOTE DESCRIPTION DETAIL REF. 1 CONNECT TO EXISTING 10" SANITARY LINE. FIELD VERIFY PIPE SIZE, INVERT ELEVATION AND LOCATION. CONNECT TO EXISTING STORM STRUCTURE. FIELD VERIFY INVERT ELEVATIONS AND LOCATION. RESTORE 2 TRENCH PER CITY OF SPRINGFIELD STANDARDS. MILL AND OVERLAY 10 FEET BEYOND TRENCH IN EACH DIRECTION. TAP TO EXISTING 8" WATER MAIN. COORDINATE CONNECTION TO EXISTING MAIN WITH SUB. SUB TO PERFORM TAP, INSTALL FIRE PROTECTION TO 3 PROPERTY, AND INSTALL BOX AND METER. CONTRACTOR TO COORDINATE SCHEDULE AND EXACT LOCATION IN FIELD. CONTRACTOR TO POTHOLE PRIOR TO CONSTRUCTION. BWV BACKFLOW PREVENTION VAULT CB GIBSON STEEL CATCH BASIN WITH FLO-GUARD FILTERS FH FIRE HYDRANT FTP FLOW-THROUGH PLANTER WQ WATER QUALITY STRUCTURE II UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, U.N.O. UTILITY LABEL LEGEND STRUCTURE LABEL FF"UTILITY TYPE ($D --STORM DRAINAGE) RUCTURE TYPE CALLOUT ID NUMBER (WHERE APPLICABLE) XX XX -XX X+XX.X RT X.X'—LOCATION (WHERE APPLICABLE) RIM= IE IN =XX.X^STRUCTURE INFO (WHERE APPLICABLE) IE OUT = XX.X PIPE LABEL UTILITY LENGTH UTILITY SIZE F—TFUTILITY TYPE XXLF-XX" XX S=X.XX% L__ SLOPE (WHERE APPLICABLE) SHEET LEGEND FP FIRE PROTECTION LINE S SANITARY SEWER LINE SD STORM WATER LINE W CF 1111191 14:441214 SCALE 1 INCH = 40 FEET 40 0 40 80 1Tff 800 Willamette Street, Suite 400 Eugene, OR 97401 0: 541.684.4902 F: 541.684.4909 w.W.koffcom 0 Paradigm 1 4 Revision Schedule No. Description I Date PRINT DATE THIS SET 3/01/2023 ISSUE DATES Pricing Pennit - Construction - Revision - Misc. - 11M DUSTRUD architecture 1622 Pearl Street Eugene, Oregon 97401 541.338.8544 d ustru darc hitecture. com m o m ry � N CONY, Fj 02 0 c m^ d a c a o m w 1o`o'md 03« I c L>15 E c0! a E$ n Q NEqpV $rnmono O w E 8 5 E0 0 0 `n m 5 o a E m d c w E m E$F �aSn DRAWN BY: FU CHECKED BY: MR 0 O U � A' 0 W � �a SHEET TITLE UTILITY PLAN SHEET NO. C-200 I I Paradigm SHEET NOTES 3 0 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY. 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY �y DIRECTION. P 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES (ADAAG). �O GRADING LABEL LEGEND Revision Schedule CALLOUT DESCRIPTION No. Description Date .X[X %l SLOPE ORIENTATION INDICATING DIRECTION OF MAXIMUM GRADE (DOWNHILL) SPOT ELEVATION DESCRIPTION LISTED BELOW. PRINT DATE THIS SET NO DESCRIPTION MEANS TP OR TG 3/01/2023 XX.XX XX f ISSUE DATES FF FINISHED FLOOR Pricing - Perrnit - Construction - Revision - �(XXX,X*) EXISTING GRADE (MATCH WHERE APPLICABLE) Misc. SHEET LEGEND �--� DRAINAGE FLOW DIRECTION ----------- GRADE BREAK — — — — SAWCUT LINE (49) EX. CONTOUR MINOR -----(50)----- EX. CONTOUR MAJOR 49 CONTOUR MINOR (FG) 50 CONTOUR MAJOR (FG) 800 Willamette street, 50Ite 400 SCALE 1 INCH = 40 FEET Eugene, OR 97401 0: 541.684.4902 F: 541.684.4909 w.W.ko/fcom 40 0 40 80 11M DUSTRUD architecture 1622 Pearl Street Eugene, Oregon 97401 541.338.8544 d ustru darc hitecture. com mo �'�mry 16 r L 9 m c c 2. Q E c a E$ L°Eq2 $rnm oo 0% y C 0 0 d Te o o E m d o f w m Frn °o `m E$F �aSa DRAWN BY: FU CHECKED BY: MR O V H E Q �a SHEET TITLE GRADING PLAN SHEET NO. C-300 North / \ / ./ . a= O'ZW, i/ b=IllB • B�-,B . . ® �. �. . . . . . f . . . . Bei . . . . . . . . - -- . . . . oo Ill . s o to A1 Ill A0 lodp I I77a a. IL J oo .2 �F p• ..a Ja .. ].a' h a J.= .. a .. ., u. p• .. Pv :n P v :.° 1, J.v J.o :. :a �o n Ill Ill >a .+ � r, x p.. .+ u. u+ p. p• .e n� �mv y pa ° l � �^^� ol �1 • . . ® B 10 n88 0 i0 -- 'l . . 'o 'o 'o 'o . . 'g . . . 'o 'l . . !n. ., . . . . .1 °n. B' P ldN,6 B .,1. Oh, a p, o . . '1 . o= I I o. . . o �J T i b ve '0o,®,a. a LIGHTING FIXTURE SCHEDULE Legend Type Manufacturer Catalog No. Description Mounting Lamps A Lithonia CNY LED P2 40K MVOLT Canopy Light Surface LED UB @ , B Lithonia RADPT P4 50K Path Pathway PostTop LED eC @ Y C Atlas WSPS12LED Wallpack Surface LED North / \ / ./ . a= O'ZW, i/ b=IllB • B�-,B . . ® �. �. . . . . . f . . . . Bei . . . . . . . . - -- . . . . oo Ill . s o to A1 Ill A0 lodp I I77a a. IL J oo .2 �F p• ..a Ja .. ].a' h a J.= .. a .. ., u. p• .. Pv :n P v :.° 1, J.v J.o :. :a �o n Ill Ill >a .+ � r, x p.. .+ u. u+ p. p• .e n� �mv y pa ° l � �^^� ol �1 • . . ® B 10 n88 0 i0 -- 'l . . 'o 'o 'o 'o . . 'g . . . 'o 'l . . !n. ., . . . . .1 °n. B' P ldN,6 B .,1. Oh, a p, o . . '1 . o= I I o. . . o �J T i b ve '0o,®,a. a h ,I. --Bos , o. Ill 9 '"{Pn ®,B " ®,B �T' ,®, `JG.�O/}0/ j= ,=O a \= apt .p e® : a „ vloo Ill 11 ,, I. ,, :. 1 n \ \ 'B oil ' I. - Igo mom g gr B.,. ,gyp as ` ick •� �,�a. . r BIol 5b as ,a.ae ��,a^ qg6 ®B ©p �` h" mow,} Illo w� ' 1 lo� ' -. . .* LU fA Ckz m J� O, IL Z v a W° W cc J W J E ?\5 NG EL FCTq�' e TONY S PHI l . z. 9 5384S F e: p F 0 Q� aw � J � Q �Q Ww as w= W W K Q � Z Q r � w w rc rc a a REVISION SCHEDULE # XXXX.XX.XXDESCRIPTION ISSUED DATE: 02/24/2023 WORK ORDER #: PROJECT # DRAWN BY: CK CHECKED BY: TP SCALE: 0'-1/32" = 1'-0" SHEEP TITLE ELECTRICAL SITE PHOTOMETRICS SHEET #: SITE -3001 =i=WI WPI, I0=1 h ,I. --Bos , o. Ill 9 '"{Pn ®,B " ®,B �T' ,®, `JG.�O/}0/ j= ,=O a \= apt .p e® : a „ vloo Ill 11 ,, I. ,, :. 1 n \ \ 'B oil ' I. - Igo mom g gr B.,. ,gyp as ` ick •� �,�a. . r BIol 5b as ,a.ae ��,a^ qg6 ®B ©p �` h" mow,} Illo w� ' 1 lo� ' -. . .* LU fA Ckz m J� O, IL Z v a W° W cc J W J E ?\5 NG EL FCTq�' e TONY S PHI l . z. 9 5384S F e: p F 0 Q� aw � J � Q �Q Ww as w= W W K Q � Z Q r � w w rc rc a a REVISION SCHEDULE # XXXX.XX.XXDESCRIPTION ISSUED DATE: 02/24/2023 WORK ORDER #: PROJECT # DRAWN BY: CK CHECKED BY: TP SCALE: 0'-1/32" = 1'-0" SHEEP TITLE ELECTRICAL SITE PHOTOMETRICS SHEET #: SITE fA Ckz m J� O, IL Z v a W° W cc J W J E ?\5 NG EL FCTq�' e TONY S PHI l . z. 9 5384S F e: p F 0 Q� aw � J � Q �Q Ww as w= W W K Q � Z Q r � w w rc rc a a REVISION SCHEDULE # XXXX.XX.XXDESCRIPTION ISSUED DATE: 02/24/2023 WORK ORDER #: PROJECT # DRAWN BY: CK CHECKED BY: TP SCALE: 0'-1/32" = 1'-0" SHEEP TITLE ELECTRICAL SITE PHOTOMETRICS SHEET #: SITE REVISION SCHEDULE # XXXX.XX.XXDESCRIPTION ISSUED DATE: 02/24/2023 WORK ORDER #: PROJECT # DRAWN BY: CK CHECKED BY: TP SCALE: 0'-1/32" = 1'-0" SHEEP TITLE ELECTRICAL SITE PHOTOMETRICS SHEET #: SITE 11 II III MmM 11 "° - 11 111 'I �� 11 a I PIII 11 der 1!; 11 I .� !aR M•I Il !I l� nt II II III ° 11 11 II i i tl 11 illi 11 H M t 11 11 I ��� 11 !I i'i !N 3D East toward Marcola Rd )��Ilr rf4 U-1 Ill ! MM m ^� itl W WLI Ywr I ���prr1 ;fir_ 4•� 1--5 �� :ql I �. T s ` 3D Clubhouse / Office A-100 Owner Name ui Revision Schedule No. I Description Date PRINT DATE THIS SET 1/24/2023 4:18:23 PM ISSUE DATES Pricing - Pennit - Constmatlon - Revision - Misc 14M DUSTRUD architecture 1699 Pearl Street Eugene, Oregon 97401 541.338.8544 dustrudarchitecture.com CHECKED BY: PD O V H i Q SHEET TITLE Perspectives SHEET NO. A-100 Building A-E: Front Elevation Building A-E: Left Elevation A -1D1 1/8"= 1'-0" 1/8" = 1'-0" Owner Name Revision Schedule No. Description Date PRINT DATE THIS SET 1/24/2023 4:19:56 PM ISSUE DATES Pricing - Pennit - Constructlon - Revision - Misc. 141 DUS' archit JD ure 1699 Pearl Street Eugene, Oregon 97401 541.338.8544 strudarch itect ure.co m Building A-E: Rear Elevation 1/A" = 1'-n" DRAWN BY: DT CHECKED BY: PD Lei 0 U i ri7 i 0 N Q SHEET TITLE Exterior Elev. - Buildings A - E SHEET NO. A-101 Building F: Front Elevation A-io2 1/8" = 1'-0" Level Roof � 19'_0 — M Level? 10'-0" V Level 1 1/8" = 1'-0" vel Roof 19'-0" Level 2 n 10'-0" V Level 1 U. 5� L ` Building F: Right Elevation A-io2 1/8"= 1'-0" Level Roof 19'-0" Level 2 10'-0" Level 1 0" 1/8" = 1'-0" :vel Roof 19'-0" Level2 10'-0" V Level 1U. 5� Owner Name Revision Schedule No. I Description I Date PRINT DATE THIS SET 1/24/2023 4:20:28 PM ISSUE DATES Pricing - Pennit - Constructlon - Revision - Misc 14M DUSTRUD architecture 1699 Pearl Street Eugene, Oregon 97401 541.338.8544 dustrudarchitecture.com CHECKED BY: PD O V H W � SHEET TITLE Exterior Elev. - Buildings F SHEET NO. A-102 1/8" = 1'-0" Roof 10'-0" Mn�non •1m1®n® Level1 n Clubhouse: Rear Elevation 1/8" = 1'-0" 1/8" = 1'-0" 1/8" = 1'-0" 9 Trash: Front Elevation A-103 1/8"= 1'-0" 10 Trash: Right Elevation A-103 1/8"= 1'-0" 1/8"= 1'-0" 4 Clubhouse: Left Elevation A-103 1/8" o Garage: Right Elevation A-103 1/8" = 1'-0" a 1 Garage: Left Elevation A-103 1/8" = 1'-0" 11 Trash: Rear Elevation A-103 1/8" = 1'-0" Mailboxes: Front Elevation 14 Mailboxes: Right Elevation15 Mailboxes: Rear Elevation 1/8"= 1'-0" A-103 1/8"= 1'-0"A-103 1/8"= 1'-0" — Level01. Lev el1 0" V vel Roof 10'-0" Level0" V1 Level Roof 10'-0" Level0. n —Level1 12 Trash: Left Elevation A-103 1/8"= 1'-0" — -FT-aa — Level 1 o„ 1/8"= 1'-0" Owner Name Revision Schedule No. Description Date PRINT DATE THIS SET 1/24/2023 4:21:45 PM ISSUE DATES Pricing - Pennit - Constructlon - Revision - Misc. 141 DUS' archit JD ure 1699 Pearl Street Eugene, Oregon 97401 541.338.8544 dustrudarchitecture.com DRAWN BY: DT CHECKED BY: PD O V H W � W � t� i SHEET TITLE Exterior Elev. - Clubhouse - Mail - Garage - Trash SHEET NO. A-103