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HomeMy WebLinkAboutPlans Applicant 9/5/2023SHEET INDEX SHEET CO.0 — COVER SHEET & EXISTING CONDITIONS SHEET C1.0 — SITE PLAN SHEET C2.0 — UTIUTTY & GRADING PLAN SHEET 1-1.0 — PLANTING PLAN OREGON UROLOGY PARKING LOT EXPANSION SITE PLAN PREPARED BY AFFOLTER WEST & JONES DATE 11/22/02 SHEET A1.2 SITE PLAN — DIMENSIONED FINAL SITE PLAN REVIEW N GRAPHIC SCALE 50 0 25 50 10 ( N FEET I LEGEND rz,N411.116 0 PROPERTY UNE EASEMENT NOTES EASEMENT LINE — CURB EDGE OF AC PAVING 3E iE FENCE (E)W--WATER LINE (E)WW WASEWATER SEWER (E)SD STORM WATER (E)OHW OVERHEAD WIRES (E)E—ELECTRIC UNE (E)G—GAS LINE (E)T TELEPHONE LINE — — EXISTING CONTOURS © WASTEWATER MANHOLE S D STORMWATER MANHOLE ® CATCH BASIN �p CURB INLET t>d WATER VALVE W**M WATER METER +HJT WATER HYDRANT © SIGNAL BOXES C11 TELEPHONE RISER AL SIGN A' POWER POLE li LIGHT POLE Q EVERGREEN TREE 'LAY 'L®4� DECIDUOUS TREE MAILBOX ® ELECTRIC TRANSFORMER ® BODING DCONCRETE COVER SI -i r� SHEET I� I `SEWER EASEMENT O2 I Q3 ©12' EASEMENT �I I Imo- 7' PUE M -439___- / 438 438-� 122 c 43B c c c c� II c c c c Ic c c c c c .Il�c c c c c / RIM 437. 2 ce 439 Li �\ ';128 fv LINA TO OBTAI Y`L I ! 439- m S8— — 137— — — — — — �-{CB I —� — — 437— 1j2 1 CB \ n RIM= 437.59 -437 — I —43 13T 129 E)E RIM= 437.39 130 /IFENCE—,, 10" PIPE 3DDTFALL= 437.36�--N89'4428W 130.00102 6' WOOD FENCEI123 ®10' EASEMENT J 6'WOOD FENCE ITL 500 n 400 l 436 — — — — -436-_c _437- 589'44'28"E 119.98 WOOD FENCE 0 10' PUE 2012 Branch Enaineerina. Inc PAVEMENT I �I E x AREA MAP anch EEIGINEERING- S6ux19T7 civil • transportation _ structural • geotechnical SURVEYING IF a u 310 SM Street I•f.'" Springfield, OR 97477 p: 541.746.0637 PROPOSED www. Branch En gi neer! ng.com EDGE OF PAVEMENT CURB ® RIPRAP CONCRETE &;17'92N32PNE�� OFFSoVEGETATED FILTER STRIP 7,V - LANDSCAPING LANDSCAPING ti ,.,-A'ffl9ffLp,LLY SIGNED 0 STORM PLANTER 2 OREGON = VICINITY MAP SCALE: N.T.S. 9T QFC, tl te\\ 70 yqN PAI EXPIRES: DECEMBER 31, 2024 project title: OWNER/APPLICANT: NAME., OREGON UROLOGY INSTITUTE 2400 HARTMAN LANE SPRINGFIELD, OR 97477 CONTACT: GARRETT LUTZ PHONE (541)334-3350 CIVIL ENGINEERING: BRANCH ENGINEERING, INC. 310 5TH STREET SPRINGFIELD, OR 97477 CONTACT: NATHAN PATTERSON PHONE (541)746-0637 CONSTRUCTION NOTES SURVEYOR. BRANCH ENGINEERING, INC. 310 5TH STREET SPRINGFIELD, OR 97477 CONTACT: DAN NELSON PHONE: (541)746-0637 EMAIL: dann®branchengineering.com 101 CONTRACTOR TO POT HOLE EXISTING UTILITY AND CONFIRM LOCATION, MATERIAL, SIZE AND CD DEPTH. NOTIFY ENGINEER IF DISCREPANCIES ARE DISCOVERED. 102 REMOVE EXISTING DRAIN ROCK AND FILTER FABRIC FROM STORMWATER TREATEMENT FACILITY. 103 REMOVE EXIS77NG CONCRETE. 120 PROTECT EXISTING UTILITY. 121 PROTECT EXISTING WATER LINE. 122 PROTECT EXISTING GAS LINE. 123 PROTECT EXISTING WASTEWATER LINE. 124 PROTECT EXISTING WASTEWATER MANHOLE. 125 PROTECT EXISTING FENCE. 126 PROTECT EXISTING SIGN. 127 PROTECT EXISTING ELECTRICAL LINE. 128 PROTECT EXISTING IRRIGATION BOX. 129 PROTECT EXISTING CATCH BASIN. 130 PROTECT EXISTING SWALE. 131 PROTECT EXISTING LIGHT POLE. 132 PROTECT EXISTING TREE. REMOVE AND REPLACE IF NEEDED. GRAPHIC SCALE 20 0 10 20 40 IN FEET 1 BENCHMARK O W ELEVATIONS ARE BASED ON RTK GPS OBSERVATIONS TAKEN ON MAY 13, 2022 USING THE OREGON REAL-TIME GEODETIC NETWORK AND GEOID 124(NAVD88) NOTES revisions: 1. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A COMBINATION OF VISIBLE FACILITIES LOCATED ABOVE GROUND, AS -BUILT DRAWINGS AND UTILITY LOCATE MARKS. NO CERTIFICATION IS MADE TO ACTUAL LOCATION OF UNDERGROUND UTILITIES. 2. ALL DISTANCES SHOWN ARE IN FEET. 3. BEARINGS BASED ON OREGON COORDINATE REFERENCE SYSTEM - EUGENE PROJECTION 2011 LiJ Z g0 u LLJ Z cf� O LTJ V O z O E 1:1- d N Ln LAND USE SUBMITTAL. NOT FOR CONSTRUCTION. sheet. CO.O EASEMENT NOTES Oi 10' PUBLIC UTILITY EASEMENT date: AUG 29, 2023 drawn by: AP EXISTING STREET LIGHT 50W LED MOUNTED IN O2 EASEMENT TO CITY OF SPRINGFIELD, 08/12/68, RECEPT. N0. 34899 designer: NP EXISTING WOOD SUB ELECTRIC UTILITY POLE project no: 22-216 Q 7' PUBLIC UTILITY EASEMENT COVER SI -i r� SHEET 4 O EASEMENT TO SPRINGFIELD UTILITY BOARD, 12/29/89, RECEPT. NO. 8959043 & EXISTING O5 EASEMENT TO CITY OF SPRINGFIELD, 06/02/66, RECEPT. N0. 49412 CONDITIONS © SEWER EASEMENT TO CITY OF SPRINGFIELD, 09/08/69, RECEPT. NO. 81244 EASEMENT TO CITY OF SPRINGFIELD, 09/08/69, RECEPT NO. 81247 LAND USE SUBMITTAL. NOT FOR CONSTRUCTION. sheet. CO.O 12' EASEMENT It 2012 Branch Enaineerina. Inc E I I I WI C C g I C I IC — I w v \ I TABULATION OF COVERAGE TABULATION OF COVERAGE ONLY INCLUDES THE LIMITS OF DISTURBANCE DEVELOPMENT SITE TAX MAP 17-03-22-33, TAX LOT 600 TOTAL SITE AREA 94,798 SF (2.18 AC) LIMITS OF DISTURBANCE 7,100 SF — X X ------------�\ 4 — — — — — — — — — -- J 56.5' IMPERVIOUS AREA . • •'GT. PARKING/WALKS 45,656 SF 48.2% BUILDING 23,900 SF 25.2% PERVIOUS AREA 25,242 SF 26.6% PROPOSED CONDRIONS N IMPERVIOUS AREA PARKING/WALKS 51,401 Sr 5' LANDSCAPE SETBACK BUILDING 23,900 Sr 25.2% GRAPHIC SCALE 19,497 SF 20.6% INCREASE IN IMPERVIOUS AREA 5,745 SF 6.0% 10 0 5 10 20 NP STANDARD 83 SPACES N FEET l 22-216 COMPACT 36 SPACES TABULATION OF COVERAGE TABULATION OF COVERAGE ONLY INCLUDES THE LIMITS OF DISTURBANCE DEVELOPMENT SITE TAX MAP 17-03-22-33, TAX LOT 600 TOTAL SITE AREA 94,798 SF (2.18 AC) LIMITS OF DISTURBANCE 7,100 SF MAXIMUM PARKING EXISTING CONDITIONS IMPERVIOUS AREA DUSTING PARKING/WALKS 45,656 SF 48.2% BUILDING 23,900 SF 25.2% PERVIOUS AREA 25,242 SF 26.6% PROPOSED CONDRIONS IMPERVIOUS AREA PARKING/WALKS 51,401 Sr 54.2% BUILDING 23,900 Sr 25.2% PERVIOUS AREA 19,497 SF 20.6% INCREASE IN IMPERVIOUS AREA 5,745 SF 6.0% c C I C 1 a I _ CBS RIM -437.52 C UNABLE TO OBTAIN FL U R5.0' — 7' EASEMENT NY I r n 10• EASEMENT PARKING REQUIREMENTS BICYCLE PARKING SDC 4.6-155 BICYCLE PARKING. 0.75 OF A SPACE PER 5,000 SF OF FLOOR EXISTING BUILDING 34,158 SF AREA. 75% LONG TERM, 25% SHORT TERM. (34,158/5,000) X 0.75 = 6 SDC 4.6-125. 1 SPACE/300 SF OF RETAIL TRADE AND SERVICES. MINIMUM REQUIRED PARKING 6 SPACES PARKING TABULATION EXISTING BUILDING FIRST FLOOR 23,900 SF SECOND FLOOR 10,258 SF 34,158 SF TOTAL BUILDING MEDICAL CENTER 34,158 SF/300 = 114 SPACES I'I anch III I ENG, INEERING= 9 we 1977 II civil • transportation wstructural• geotechnical II I SURVEYING 310 5th Street Springfield, OR 97477 F. p: 541.746.0637 www.Branch Engineering.com III I ;r1792t3;2�PE DPRO�5� III I DIGITALLY SIGNED OREGON = III I 9T OFC. 11. 2a� ��� �4, PAT�� EXPIRES: DECEMBER 31, 2024 III I project title: III II w III III I � III Q III J III V III Z III � III � III Q III W � I I I W V I� I Iw 0 IIII O W w z ZO g J Z Q O O Z W Q LLJ =u CL oz X 6 E O w N� revisions: MINIMUM REQUIRED PARKING 114 SPACES MAXIMUM PARKING 143 SPACES DUSTING STANDARD 74 SPACES COMPACT 27 SPACES ADA 4 SPACES dare: AUG 2% 2023 TOTAL 105 SPACES drawn by: AP PROPOSED designer: NP STANDARD 83 SPACES project no: 22-216 COMPACT 36 SPACES ADA 4 SPACES SITE PLAN TOTAL 123 SPACES LAND USE SUBMITTAL. NOT FOR CONSTRUCTION. sheet. C 1,10 ------------------------ - __ _________ _- _ _ - - / / / I C I N W N I A�,,�TOP' 435.00CB432.00 C C RIM=437.52 C UNABLE TO 24.00 _OBTrAIN FL 120 �1 I,%� 99 '-ZCHOEXTGA AC: 438.00 \ ).. .�: T� . _- AC:437.96 ._ . _ - - MATCH EXTG - - - - - - - - - - - - -- - - a MATCH EXTG AC: 437.54 . ".' . • r - - AC: 437.64 - 500 y� � 410 NEW 12" OU7FALR 435.70 400 i - - 9i RM: 438.35 -� 401 E•• - ' / N IN: 405 \ NEW R � • w 6 5 NEW FL OUT. \ / TC:438.78 435.80 v< \ I - -- - -\ TOP: 435.00 T : 4 .00 AC:438.28 �I \ J II 406 AC: 437.92 406 BOT. 432.00 / BOT 4 2.00 ` ^ \ I 27.0 AC: 437.84 °1 �__-------__�`�`�__ -- _ '•� I� 400 \ NOTES: 1. CLEARING AND REMOVAL OF SHRUBBERY AND OTHER ORGANIC MATERIAL OR DEBRIS WILL BE NECESSARY FOR CONSTRUCTION ACTIVITIES THROUGHOUT AREAS OF THE SITE. 2. THE DEVELOPER WILL NEED TO APPLY FOR A LAND DRAINAGE ALTERATION PERMIT (LDAP) PRIOR TO CONSTRUCTION. 3. THE LOCATION OF IXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (US4) AT (800) 227-2600 TO INDICATE EXISTING UTILITIES AT LEAST 48 HOURS PRIOR TO BEGINNING WORK THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THESE UTILITIES. THE CONTRACTOR SHALL DO NO EXCAVATION UNTIL ALL UTILITY AGENCIES AND THE CITY HAVE BEEN NOTIFIED AND HAVE BEEN GIVEN THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD. 4. AT THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION AND MATERIAL TYPE FOR ALL EXISTING UNDERGROUND UTILITIES ON SITE, ACROSS THE SITE AND AT THE INDICATED POINTS OF CONNECTION. IF THE EXISTING CONDITIONS DIFFER FROM THAT SHOWN ON THE PIAN THE CONTRACTOR SHALL NOTIFY BRANCH ENGINEERING, INC. IMMEDIATELY. THE CONTRACTOR SHALL VERIFY THAT THE NEW UTILITY SERVICE WILL MEET THE INDICATED PIPE SLOPES. 2012 Branch Enaineerina. Inc CONSTRUCTION NOTES 120 ADJUST EXISTING IRRIGATION BOX TO FINISHED GRADE. 129 PROTECT EXISTING CATCH BASIN. 400 INSTALL NEW 12" PVC STORMWATER PIPE ® 0.59, SLOPE MIN. 401 INSTALL NEW 12" PVC STORMWATER PIPE TO CONNECT MODULE 25 STORMTANK STORAGES. INSTALL PER MANUFACTURER'S RECOMMENDATION. 402 CONNECT NEW 12" PVC STORMWATER PIPE TO EXISTING PVC STORMWATER PIPE. 403 INSTALL NEW STORMWATER PLANTER PER DETAIL ON THIS SHEET. SEE LANDSCAPING PLAN. 404 INSTALL NEW CATCH BASIN. 405 INSTALL NEW 24' SHALLOW MANHOLE. 406 INSTALL 36" TALL STORMTANK MODULE 25 STORMWATER STORAGE UNITS OR EQUIVALENT UNDER PARKING STALLS. STORAGE UNDER PARKING TO BE PERMITTED WITH DEQ VIA UIC PERMIT AS NEEDED. SEE DETAIL ON THIS SHEET. 410 INSTALL RIP RAP OUTFALL PROTECTION. 412 CONSTRUCT CURB CUT INLET. 500 UPGRADE EXISTING LIGHT FIXTURE WITH ARCHITECTURAL AREA MITRE U22 -LK 36 LED DRIVER UPGRADE KIT. CATALOG UMBER: M22-LK-D-36L-420-4K7-5Q-WHS. CONFIRM COMPATIBILITY DETAILS, INCLUDING AVAILABLE VOLTAGE AND FUSE TYPE, MOUNTING, COLOR, AND OTHER DETAILS PRIOR TO ORDERING. NOTIFY ENGINEER WITH CONFLICTS. Cllr/FILL LIMITS OF DISTURBANCE CULL 7,100 SF -13,000 CF -REPRESENTS THE DIFFERENCE BETWEEN THE EXISTING AND FINISHED ELEVATION AND IS INTENDED FOR LAND USE PURPOSES ONLY. STORAGE UNDER PARKING WILL REQUIRE ADDITIONAL EXCAVATION. III branch EN w GINEERING= v III I Aw1927 civil • transportation structural• geotechnical ii III .. SURVEYING ._. 310 5th Street Springfield, OR 97477 p: 541.746.0637 t- www. Branch Englneering.com I v II I III 6c, Cs2Ne479233 DIGITALLY SIGNED , I � OREGO P41_ = III 9i`�, OR t�O 4 IIIEXFIREB: DECEMBER 31, 2024 project title: III III III � III I w „ III � O � III J III � Z I � III III � III I I I II Iw V III III O W J � '41 s L1J Z J J Z O QD V � W W Q =v CL oz X 0 n- O w N� STORAGE UNDER PARKING SCALE N.T.S. revisions: AC PAVING SECTION PER DEFAIL(S) ON SHEET C2.0. SUBGRADE PER PAVEMENT DETAIL COM PLANTER sun SCALE: N.T.S.6" 1PAVINGPER TOP OF .. PLAN PIAMER WALT. AGGREGATE OR 3; / ABLE ENGINEERED FILL 601- - - - - - - 401- - \ FABRIC�ACTED GEOTEXTILE �_, 401 MODULE 1 STORM TAW AC:437.16 - - - - - - - -'• -- -C:437.00 412 N 69.00' 410 I I 410 12" FL IN: 435.10 1I 401 . .� I �•I 5.001 P. 43500 406 ...'.. �� 40'. \ P. 432.00 � I 412 .: • TC3 C 437.0 412 - IV AC:437.46.. i 410 TC:437.67 AC:437.17 410 •• . . 60 403 GRAPHIC SCALE '-. . C:437.0 - 404 10 0 5 10 20 ( IN FEET) NOTES: 1. CLEARING AND REMOVAL OF SHRUBBERY AND OTHER ORGANIC MATERIAL OR DEBRIS WILL BE NECESSARY FOR CONSTRUCTION ACTIVITIES THROUGHOUT AREAS OF THE SITE. 2. THE DEVELOPER WILL NEED TO APPLY FOR A LAND DRAINAGE ALTERATION PERMIT (LDAP) PRIOR TO CONSTRUCTION. 3. THE LOCATION OF IXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (US4) AT (800) 227-2600 TO INDICATE EXISTING UTILITIES AT LEAST 48 HOURS PRIOR TO BEGINNING WORK THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THESE UTILITIES. THE CONTRACTOR SHALL DO NO EXCAVATION UNTIL ALL UTILITY AGENCIES AND THE CITY HAVE BEEN NOTIFIED AND HAVE BEEN GIVEN THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD. 4. AT THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION AND MATERIAL TYPE FOR ALL EXISTING UNDERGROUND UTILITIES ON SITE, ACROSS THE SITE AND AT THE INDICATED POINTS OF CONNECTION. IF THE EXISTING CONDITIONS DIFFER FROM THAT SHOWN ON THE PIAN THE CONTRACTOR SHALL NOTIFY BRANCH ENGINEERING, INC. IMMEDIATELY. THE CONTRACTOR SHALL VERIFY THAT THE NEW UTILITY SERVICE WILL MEET THE INDICATED PIPE SLOPES. 2012 Branch Enaineerina. Inc CONSTRUCTION NOTES 120 ADJUST EXISTING IRRIGATION BOX TO FINISHED GRADE. 129 PROTECT EXISTING CATCH BASIN. 400 INSTALL NEW 12" PVC STORMWATER PIPE ® 0.59, SLOPE MIN. 401 INSTALL NEW 12" PVC STORMWATER PIPE TO CONNECT MODULE 25 STORMTANK STORAGES. INSTALL PER MANUFACTURER'S RECOMMENDATION. 402 CONNECT NEW 12" PVC STORMWATER PIPE TO EXISTING PVC STORMWATER PIPE. 403 INSTALL NEW STORMWATER PLANTER PER DETAIL ON THIS SHEET. SEE LANDSCAPING PLAN. 404 INSTALL NEW CATCH BASIN. 405 INSTALL NEW 24' SHALLOW MANHOLE. 406 INSTALL 36" TALL STORMTANK MODULE 25 STORMWATER STORAGE UNITS OR EQUIVALENT UNDER PARKING STALLS. STORAGE UNDER PARKING TO BE PERMITTED WITH DEQ VIA UIC PERMIT AS NEEDED. SEE DETAIL ON THIS SHEET. 410 INSTALL RIP RAP OUTFALL PROTECTION. 412 CONSTRUCT CURB CUT INLET. 500 UPGRADE EXISTING LIGHT FIXTURE WITH ARCHITECTURAL AREA MITRE U22 -LK 36 LED DRIVER UPGRADE KIT. CATALOG UMBER: M22-LK-D-36L-420-4K7-5Q-WHS. CONFIRM COMPATIBILITY DETAILS, INCLUDING AVAILABLE VOLTAGE AND FUSE TYPE, MOUNTING, COLOR, AND OTHER DETAILS PRIOR TO ORDERING. NOTIFY ENGINEER WITH CONFLICTS. Cllr/FILL LIMITS OF DISTURBANCE CULL 7,100 SF -13,000 CF -REPRESENTS THE DIFFERENCE BETWEEN THE EXISTING AND FINISHED ELEVATION AND IS INTENDED FOR LAND USE PURPOSES ONLY. STORAGE UNDER PARKING WILL REQUIRE ADDITIONAL EXCAVATION. III branch EN w GINEERING= v III I Aw1927 civil • transportation structural• geotechnical ii III .. SURVEYING ._. 310 5th Street Springfield, OR 97477 p: 541.746.0637 t- www. Branch Englneering.com I v II I III 6c, Cs2Ne479233 DIGITALLY SIGNED , I � OREGO P41_ = III 9i`�, OR t�O 4 IIIEXFIREB: DECEMBER 31, 2024 project title: III III III � III I w „ III � O � III J III � Z I � III III � III I I I II Iw V III III O W J � '41 s L1J Z J J Z O QD V � W W Q =v CL oz X 0 n- O w N� STORAGE UNDER PARKING SCALE N.T.S. revisions: AC PAVING SECTION PER DEFAIL(S) ON SHEET C2.0. SUBGRADE PER PAVEMENT DETAIL COM PLANTER sun SCALE: N.T.S.6" 1PAVINGPER TOP OF .. PLAN PIAMER WALT. AGGREGATE OR ABLE ENGINEERED FILL PER GEOTECHNfCAL RECOMMENDATIONS FABRIC�ACTED GEOTEXTILE MODULE STORM TAW ROTTOM OF STORAGE 432.00 COMPACTED SUBGRADE GEOTE)MLE FILTRATION FABRIC OPEN GRADED LAND USE SUBMITTAL. NOT FOR CONSTRUCTION. AGGREG47E date: AUG 29, 2023 drawn by: AP designer: NP project no: 22-216 UTILITY & GRADING PLAN sheet C2,0 C I C (8) DAVID VIBUR UM (4)DELAVAV OSMAN US (8) EMERALD GREEN ARBORVITAE (5) FOUNTAIN GRASS (10) DWARF BURNING BUSH (6) DAVID VIBURNUM C I IC C C C C I 1 C IIIIC I C I C I C I C �I -r-JL------ I wl I (125) DAGGER LEAF RUSH Li I 3 3 W I 141 C (1)BLACKTUPELO S � (6) FOUNTAIN GRASS n (3) DAVID VIBRUNUM (125) DENSE SEDGE Ij DENSE SPIKE (9) DELAVAV OSMANTHUS (4) GREEN MOUNTAIN SUGAR MAPLE (8) DAVID VIBURNUM LEGEND PLANT LIST PROPOSED LANDSCAPING PROPOSED RAINGARDEN PLANTING EXISTING TREE TO REMAIN NOTES 1. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT. 2. MAKE MINOR ADJUSTMENTS IN THE PLANTING AS NECESSARY TO ACCOMMODATE THE IRRIGATION SYSTEM AS INSTALLED. 3. NOTIFY LANDSCAPE ARCHITECT 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 N A MANNER APPROVED BY THE GENERAL CONTRACTOR. 5. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO REMAIN FROM ABRASION AND COMPACTION. DO NOT CUT LIMBS OR ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT. 6. CLEANLY SAW CUT TREE ROOTS 1 FOOT FROM FACE OF NEW IMPROVEMENT, WHERE TREES OR PLANT MATERIAL ABUT NEW BUILDINGS, STRUCTURES, CURBS, WALKS OR PAVEMENT. 7. PLAN IS TO SCALE, INSTALL PLANTS IN SHOWN QUANTITIES AT SHOWN SPACING. RUSH (125) OREGON SUNSHINE (6) DWARF BURNING BUSH (3) ORCHII ROCKROSE I I (30)MT.V RNONLAUREtI �I I 1 l4 (7) DWARF BURNING BUST 2" cal_ Fwnly Branched_ SHRUBS a Castus purpureus Orchid Rockrose (1)BLACKTUPELO S � (6) FOUNTAIN GRASS n (3) DAVID VIBRUNUM (125) DENSE SEDGE Ij DENSE SPIKE (9) DELAVAV OSMANTHUS (4) GREEN MOUNTAIN SUGAR MAPLE (8) DAVID VIBURNUM LEGEND PLANT LIST PROPOSED LANDSCAPING PROPOSED RAINGARDEN PLANTING EXISTING TREE TO REMAIN NOTES 1. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT. 2. MAKE MINOR ADJUSTMENTS IN THE PLANTING AS NECESSARY TO ACCOMMODATE THE IRRIGATION SYSTEM AS INSTALLED. 3. NOTIFY LANDSCAPE ARCHITECT 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 N A MANNER APPROVED BY THE GENERAL CONTRACTOR. 5. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO REMAIN FROM ABRASION AND COMPACTION. DO NOT CUT LIMBS OR ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT. 6. CLEANLY SAW CUT TREE ROOTS 1 FOOT FROM FACE OF NEW IMPROVEMENT, WHERE TREES OR PLANT MATERIAL ABUT NEW BUILDINGS, STRUCTURES, CURBS, WALKS OR PAVEMENT. 7. PLAN IS TO SCALE, INSTALL PLANTS IN SHOWN QUANTITIES AT SHOWN SPACING. RUSH (125) OREGON SUNSHINE (6) DWARF BURNING BUSH QTY. I BOTANICAL NAME ICOMMON NAME ISIZE ICOMMENTS (3) ORCHII ROCKROSE Acersacchamm'Green Mountain' (30)MT.V RNONLAUREtI Matched_ Evenly Branched_ 1 l4 (7) DWARF BURNING BUST 2" cal_ Fwnly Branched_ SHRUBS a Castus purpureus Orchid Rockrose 5 gal. PROJECT NAME. 23 Euonymus alatus'Compacta' Dwarf Burning Bush 5 gal. # Dale Dscrlption (4)OSMANT USDELAVAVI S'0' Delavay Osmanthus 5 gal_ QTY. I BOTANICAL NAME ICOMMON NAME ISIZE ICOMMENTS TREES SCHIRMER CONSULTING, LLC Acersacchamm'Green Mountain' Green Mountain Sugar Maple 2" cal_ Matched_ Evenly Branched_ 1 l4 Nyssa sylvatica Black Tupelo 2" cal_ Fwnly Branched_ SHRUBS 3 Castus purpureus Orchid Rockrose 5 gal. PROJECT NAME. 23 Euonymus alatus'Compacta' Dwarf Burning Bush 5 gal. # Dale Dscrlption 17 Osmanthus delavayi Delavay Osmanthus 5 gal_ 8 Thuja occidentalis'Emerald Green' Emerald Green Arborvitae 5 gal_ 25 Viburnum dasidi David Viburnum 5 gal_ Lot Expansion GRASSES PROIECTAOmESS Springfield, Oregon 97477 125 Carex densa Dense Sedge 4" pot 12" o c. 125 Epilobium densiflomm Dense Spike Pnmrose V pot 12" o a 125 Enophyllum lanatum Oregon Sunshine 4" pot 12" o.c. 125 Juncus ensifolius DaggerleafRush 4" pot 12" o.c. 125 Juncus patens Spreading Rush 4" pot 12" o.c. 11 Pennisitum alopecuroides Fountain Grass 1 gal GROUNDCOVER 30 Prunus laumcerasus'Mt. Vernon' Mt. Vernon Laurel 1 gal. T o.c. IRRIGATION 1. IRRIGATION SYSTEM TO BE INSTALLED IN ALL NEW REQUIRED PLANTING AREAS. 2. IRRIGATION SYSTEM TO BE AUTOMATIC ELECTRIC SOLENOID CONTROLLED UNDERGROUND SPRINKLER SYSTEM WITH PVC PIPE AND FITTINGS, BACKFLOW PREVENTION DEVICE, AUTOMATIC CONTROLLER (IRRITROL, RAINBIRD OR APPROVED), ELECTRIC REMOTE CONTROL VALVES (RAINBIRD PEE -PRS SERIES OR APPROVED), WITH POP-UP SPRAY SPRINKLERS (RAINBIRD 1800 PRS SERIES OR APPROVED). ALL VALVES TO BE LOCATED IN UNDERGROUND VALVE BOX (CARSON OR APPROVED). AUTOMATIC CONTROLLER TO BE LOCATED IN WEATHER PROOF LOCATION. TREE TIE GROW S TREE ST D.F. Tx: MULCH PLANT S FORM 3" UNDISTURBED OR COMPACTED SUBGRADE TREE PLANTING DETAIL qc%� O 2y DIAMETER OF ROOTBALL VT: OWN TO BE A MINIMUM )VE FINISH GRADE. WAV AND WATER 3HLV BEFORE FINISHING. )ESTAL SUBSOIL TO PREVENT 01 SCHIRMER CONSULTING, LLC Landscape ALchitecture RE Land Use Planning PO Box 10424 Eugene, Usages 97440 Phone 541.2345108 KHIBMERCONSULTNG LLC, IANDSCAPEARCHITECTUREANDIAND USE P WJNING EXPRESSLY RESERVE ITSCOM ON lAW COPYRIGHTAND OTHER PROPERTY RIGHTS IN THESE PIANS. THESE PI -ANS ARE MOTTO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NORARETHEYTOBEASSIWEDTOATHIRDPARTY WITiOUT FIRSTOBTAININGTHE WAmBJ PERMISSION ANDCONSENTOF SCHIRMERCONSULTNG, I.I.C. INMEE MTOFUNAl ORUDRWSEOFMESEPUNSBVAMIRD PARIV, THE THIRD PARtt SHALL HOLD SCHIRMER CONSULTING, I.I.C. HARMLESS. PROJECT NAME. OREGON UROLOGY PARKING LOT EXPANSION REVISIONS # Dale Dscrlption Scaled" =10'- 0" 0 5 10 20 PROIECTNAME Oregon Urology Parking Lot Expansion PRaeCTADDREss 2400 Hallman Lane PROIECTAOmESS Springfield, Oregon 97477 PHASE Building Permit NATE 4.28.23 DRAM BY CIECIN_OBY Ces Ces SHEET RALE PLANTING PLAN SHEET L1.0 AROL E SCHIRMER O OON Our ��� Zoo 01