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Plan, Tentative APPLICANT 9/9/2016
1 It 1 POWER POLE :'.�'': : `: POWER P! 1 ---PWR PWR VICINITY MAP SCALE I" - 20' 0 10 20 40 WELLHEAD TIME OF TRAVEL IS OUTSIDE OF THE I0 -YEAR CONTOUR. POWER P LE No. 50478 CURB CUTS TO BE REMOVED & REPLACED WITH RECONSTRUCTED CUT AT WESTERLY EDGE OF PROPERTY ELEVATIONS SHOWN HEREON ARE BASED ON CITY OF SPRINGFIELD BENCHMARK No. 60 DESCRIBED AS: 59TH So/ ASTER SQUARE IN TFC 0 CB NW COR INTX LEGEND O FOUND 5/8' 1. ROD W/YPC "BRANCH ENG.' UNLESS OTHERWISE NOTED p1m 2tuleci EXISTING CURB & GUTTER ----SAN— --- EXISTING SANITARY SEWER — —STM --- — EXISTING STORM SEWER W� EXISTING SANITARY SEWER MANHOLE Q EXISTING SANITARY CLEANOUT 0 EXISTING STORMWATER MANHOLE En CATCH BASIN ® WATER METER 8 WATER VALVE � o FIRE HYDRANT "" GAS VALVE -�- POWER POLE QJ JUNCTION BOX © TELEPHONE RISER © CABLE T.V RISER UTILITY VAULT EXISTING STREET LIGHT PWR EXISTING OVERHEAD POWER 555.5 SPOT ELEVATIONS W EXISTING WATER MAIN CONCRETE SURFACE fi I f- Dov �k p1m 2tuleci 00 ra. E--�t �1' w2S i o t� z zM G _ REVISIONS _ REV. DATE m UR 8-25-16 CITY REVIEW PROJECT NO. 4431 DRAWN BY: NPF/JAO CHECKED BY: JAO CADD DRAWING: 4431 -SITE ASSESS.G D z 00 ra. E--�t �1' w2S V) o t� z zM G F- p a � o ' "" L1 Z Lu Lii E-- ,.�, ki..O V Z C,P3 Q` � tJ'3 Z Z Ln va �'- w 0 M V) U cn W � M Qt- r� m c n z V Lf, r - W Z z �' Z F— F— Z cl- V) < w - 0 x ~ cn cn WLLJ o Q F- V) cn Q Q PROJECT NO. 4431 DRAWN BY: NPF/JAO CHECKED BY: JAO CADD DRAWING: 4431 -SITE ASSESS.G D SHEET TITLE EXISTING CONDITIONS SHEET NO. z E--�t z w H C,P3 Q` Z Ln Go -44 W � z F -+-t z W w 0 Q SHEET TITLE EXISTING CONDITIONS SHEET NO. I rn 9 l 1 POWER POLE NO. 914 V4 275.5' 279' o*1 koo 3' 'tt . t1i;';:: POWER POLE o. --'PWR• PWR tp t t a' �p�,v�r�G ` A'I N t t t M M AI 9 � � CH LINK ZE ........... . ....... k.X. X X— .62:5' '.• 5915 ; � 329' PROPOSED . 1 NEW SIDEWALK i t *5117 rn 14' EASEMENT N *505apo RECORDED NOV 11965'. x24498 t Ci t Y Y ( , COTTONWO 318.5' STREET 9 6 8' SAN 87 SAN— r----• ca,TC�1wo.ocOTONW b u �t PROPOSED NEWL CURB CUT:. # � 24' WIDE PROPOSE SAN SWR N ,� A00 CONNECTIO POINT I4' EASEMENT RECORDED NOV I, {965; � ; ' • •�• 5u.3 '•,', N � � 5I1 ' PROPOSED 60' RIGHT OF -WAY m NEW SIDEWALK aLE i 40.0' PAVING va 316.7'. ,. `. iii , �: •.• :•.` N LINK �'.• ELEVATIONS SHOWN HEREON ARE BASED ON ��;'; CITY OF SPRINGFIELD BENCHMARK No. 60 131 v CE DESCRIBED AS: 59TH So/ ASTER SQUARE IN 00 TFC A CB NW COR INTX F_ LEGEND ..M FOUND 5/8' L ROD W/YPC 'BRANCH ENG.' Z UNLESS OTHERWISE NOTED > EXISTING CURB & GUTTER ------SAN--- --- EXISTING SANITARY SEWER .:-;: a EXISTING SANITARY SEWER MANHOLE • ,, EXISTING SANITARY CLEANOUT . •, EXISTING STORMWATER MANHOLE M M Z [i7 CATCH BASIN ® WATER METER ® WATER.VALVE a FIRE HYDRANT E) GAS VALVE -�- POWER POLE Q] JUNCTION BOX © TELEPHONE RISER © CABLE T.V RISER ® UTILITY VAULT ZE EXISTING STREET LIGHT pWR EXISTING OVERHEAD POWER 5555 SPOT ELEVATIONS W EXISTING WATER MAIN V r � U � r ' W � O Z ...j o Z F-2 f^'�f Q, cn W W W Lu tn0 W t~ <G ;; ;� . •. PROPOSED STORM DRAIN # CONNECTION POINT. PER PRELIM MEETINGS WITH CITY (SEE SHEET C3) H # TREES TO BE REMOVED HOOD j9 TONWOOD r1 .ZATT LINK � �• � �"��^ * 511.3 * 591.7 518 ,.;?r,�_ t 10 20 40 POWER POLE No. 50478 WOOD- FENll\ * 582 TREES TO BE REMOVED ob LIND '.j i EX. RIM 511.20 {J 4 •t POWER POLE N o. 0 8 •�• SII.4 i * 505 {7.66' CURB CUTS TO BE REMOVED . & REPLACED WITH RECONSTRUCTED 24' WIDE CUT AT WESTERLY EDGE OF PROPERTY ��».��.y{ i !V t31 1 1 i 3' i i CONCRETE SURFACE �t �2� to-ovo�5 P c(,.11 [Ze tri e(li C�c, GcI_nbeu p20�I SEP 0 9 2016 or ELEVATIONS SHOWN HEREON ARE BASED ON CITY OF SPRINGFIELD BENCHMARK No. 60 �/) V) DESCRIBED AS: 59TH So/ ASTER SQUARE IN 00 TFC A CB NW COR INTX F_ LEGEND 0 FOUND 5/8' L ROD W/YPC 'BRANCH ENG.' Z UNLESS OTHERWISE NOTED EXISTING CURB & GUTTER ------SAN--- --- EXISTING SANITARY SEWER -•— --STM — — EXISTING STORM SEWER a EXISTING SANITARY SEWER MANHOLE ® EXISTING SANITARY CLEANOUT 0 EXISTING STORMWATER MANHOLE Im CATCH BASIN ® WATER METER ® WATER.VALVE a FIRE HYDRANT E) GAS VALVE -�- POWER POLE Q] JUNCTION BOX © TELEPHONE RISER © CABLE T.V RISER ® UTILITY VAULT —� EXISTING STREET LIGHT pWR EXISTING OVERHEAD POWER 5555 SPOT ELEVATIONS W EXISTING WATER MAIN CONCRETE SURFACE �t �2� to-ovo�5 P c(,.11 [Ze tri e(li C�c, GcI_nbeu p20�I SEP 0 9 2016 or -144 0 0 �/) V) Z 00 v F_ Q rn o Z .j M Wi W a ua D o Z o > W ..�.. a "' 0 F— Z x {}jwj M CL. 04 Z 0 rn M V ✓ _ M AQ V r � U � r ' W � O Z ...j o Z F-2 f^'�f Q, cn W W W Lu tn0 W t~ <G c�cn PROJECT NO. DRAWN BY: 4431 IPF/JAO CHECKED BY: JAO CADD DRAWING: 443 -EXTG IMPRV TS.GXD SHEET TITLE EXISTING CONDITIONS SHEET NO. C&*v% 2 z z I� ¢ IRV {}jwj M 04 Z 0 mk V N 0 t9 lw AQ _z o W � f^'�f W W 0 w SHEET TITLE EXISTING CONDITIONS SHEET NO. C&*v% 2 POWER No. CONSTRUCTION NOTES: PRIVATE PAVING SECTION: SANITARY SERVICE: 12• ROCK AND 3' A.C. THE PUBLIC SANITARY SEWER ON' THE SITE WITH FABRIC. IS DEEP ENOUGH TO' SERVE TEH NEW BUILDING: THE SERVICE LOCATION SHOWN IS APPROXIMATE. CURBS: WATER SERVICE: WEST SIDE ENTRY. DRIVE FROM MAIN STREET 294 +1 L.F. TO BE STANDARD CURB AND GUTTER. WATER SERVICE LOCATION WILL BE AS DIRECTED BY & COORDINATED 'WITH SUB. WHEELSTOPS TO BE SET ADJACENT TO SET WHERE PARKING AREA SHEET.FLOWS INTO RAIN GARDENS (NO OTHER CURBING). TOTAL EXCAVATION QUANTITIES: SIDEWALK AT BUILDING: FILL 1.500 CUBIC YARDS CUT 700 CUBIC YARDS MONOLITHIC POUR; WHEEL STOPS AT SOUTH SIDE OF BUILDING, WITH A.C. GRADE FLUSH WITH SIDEWALK. WATER QUALITY: tp � .:�'� � REPAIR .AND SET EXIST. WASTEWATER MANHOLE THE RAIN GARDENS ARE INTENDED TO BE DESIGNED TO CITY OF EUGENE TO GRADE STANDARDS ... FLOW THROUGH .WITH AN AREA OF GREATER THE 5�1. OF THE POWER POLE IMPERVIOUS ARE CONTRIBUTION. ---PWR' PWR PUBLIC -PAVING SECTION TO BE PER CITY PUBLIC IMPROVEMENT REVIEW CRITERIA: STORM PIPE IN ASTER -RIGHT-OF-WAY TO BE CONSTRUCTED m A$ PRIVATE OR 'PUBLIC.. BASED ON CITY .DIRECTION. t - S o CONSTRUCT STD CURB ' 3� 8 a4 �Z CATCH BASIN RIM. ELEV. 512.20 8' FL SO. 509.26 6' F.L. E. 509.31 N, o my Via M M 5t0.8b Ife 24' BUBBLER FOUND 4;04 o RIM 510.2 x CHAIN UW sm 3' Pl C �7 INLET 24" F.(:. iN 508.6 ice. _�:1 . , _ _: , ' m CONSTRUCT CURBSIDE S/W _ x .. .. AREA DRAIN AR x x RIM, ELEV 510.3 511a 510.78 TFC G8�" .: 511.!0 508.46 50.5 CURB GUTTER cH N UNK MATCH = 2% --•.. o = - ---- 0.6% WOOD FRE S ., -- .4y ""'-` OA% Q�o 512.04 512:0rri 5x S. N AND GUTTER 74 L.F. +/- CONSTRUCT 6' AC.'o 511.80 $ #oma -i ON 12' CRUSHED ROCK - t a - o �: "' 81 STM 120 LF.- gal .F. < 5 86 .2% -► °� p+SB 3511.59' 5}2,30 • 0+74.6 pVC TC a�UU��pNT 'a ��� a�aao D aoa�UP 511,73 511.76 • 0+68PV1 511.70 A G. . �� � .•��' RAISED WALK , AY �'--•- 51f.60 ..-- 0 -• 512.8 5!3.65 STREET LIG 51162 N o� 511.00 509 o No. 1986 $" SAN CO ,g... SqN_ 0+78. 2s; 512.3 _'.at : �i 511.3 MATGH � = (511:71). W. MATCH EX . u, 6' SAN SWR; 90 L.F. 5117 S-0.01, CONSTRUCT i • 51{.77 CURBSIDE S/W 511.3 g �' © � � ,• G�,o"s MAT : •.• � � � `-� . `� . *50.6 X511.3. --q?y 511.2 > < o,_. 511.3 2� .---N- Qj 50.7 _ t€ EX. C.B. RIM ELEV. 510.90 F.L. OUT (FJ 507.16 F.L IN (N) 507.26 40.0' PAVING ------------------ S. .4% !0' STM 69 L.F. F . .' 513.75 50.4 ----,SAN-- -- EXISTING SANITARY SEWER --STM-- ' as •: • PROPOSED STM M.H. UNK �CHAINNK 5 2......�.... 10' FL OUT (a 507.54 F C PROPOSED STM M.H. EXISTING SANITARY CLEANOUT L: J EXISTING STORMWATER MANHOLE ® l0' F.L. IN (N) 507.64 10' FL OUT (S) 507.92 i� WATER METER !3 WATER VALVE `•' IO' F.L..IN (W) 508.02 FIRE HYDRANT •.° Q :: a 8' F.L. IN (N) 508.12 DJ JUNCTION BOX Q .. , cn M�„ � OUTFALL 24' CABLE T.V RISER ® ' a' i --r m m AREA DRAIN PWR POWER POL o : ' :•:: RIM ELEV 510.3 o. 504 8 U. u CONCRETE SURFACE '� F.L. 508.5 t-• oz o V a z H C -T-7 01.�' m 0 Wui, � z Z F < Q � t€ EX. C.B. RIM ELEV. 510.90 F.L. OUT (FJ 507.16 F.L IN (N) 507.26 513 * 50.5 POWER POLE. No. 5047MATCH8 513.88 lu WOOD_ �WA 310 o FOUND 5/8' !: ROD W/YPC "BRANCH ENG.' 513.75 50.4 ----,SAN-- -- 513 * 50.5 POWER POLE. No. 5047MATCH8 513.88 lu WOOD_ �WA 310 . PIPE G SCALE I" - 29 0 10 20 40 LEGEND o FOUND 5/8' !: ROD W/YPC "BRANCH ENG.' 513.75 .` ----,SAN-- -- EXISTING SANITARY SEWER --STM-- EXISTING STORM SEWER as EXISTING SANITARY SEWER MANHOLE Q EXISTING SANITARY CLEANOUT L: J EXISTING STORMWATER MANHOLE ® CATCH BASIN i� WATER METER !3 WATER VALVE FIRE HYDRANT ® GAS VALVE -�- POWER POLE DJ JUNCTION BOX Q EX. RIM`---�-��•� © CABLE T.V RISER ® 511,20 11 i --r EXISTING STREET LIGHT PWR POWER POL 555.5 : ' :•:: A o. 504 8 U. u CONCRETE SURFACE '� ce t-• oz o . PIPE G SCALE I" - 29 0 10 20 40 LEGEND o FOUND 5/8' !: ROD W/YPC "BRANCH ENG.' UNLESS OTHERWISE NOTED EXISTING CURB & GUTTER ----,SAN-- -- EXISTING SANITARY SEWER --STM-- EXISTING STORM SEWER as EXISTING SANITARY SEWER MANHOLE Q EXISTING SANITARY CLEANOUT L: J EXISTING STORMWATER MANHOLE ® CATCH BASIN i� WATER METER !3 WATER VALVE FIRE HYDRANT ® GAS VALVE -�- POWER POLE DJ JUNCTION BOX Q TELEPHONE RISER © CABLE T.V RISER ® UTILITY VAULT i --r EXISTING STREET LIGHT PWR EXISTING OVERHEAD POWER 555.5 SPOT ELEVATIONS W EXISTING WATER MAIN U. u CONCRETE SURFACE ELEVATIONS SHOWN HEREON ARE BASED ON CITY OF SPRINGFIELD BENCHMARK No: 60 DESCRIBED AS: 59TH So/ ASTER SOUARE IN TFC 0 CB NW COR INTX �, If bcpy V z o- o0045 Sam t)(liA 12eVte� uyt c, u"'bdl Ro 3 o� 7 2016 3t s O f t a m.•.=f-r i. PROJECT NO. DRAWN BY: 4431 PPF/JAO CHECKED BY: JAO CADD DRAWING: 4431GRAD-REVISED.GXD V z �r as a� o o z GG � Q 0 2 CL J W Lu LL. F- 0 V Z zc� Q.. aG Q ad 0 cn m U. u e� ce t-• oz o V a z H C -T-7 0 Wui, � z Z F < Q � cn cn z � Lu t- GG 0 tn W Q tn cn w PROJECT NO. DRAWN BY: 4431 PPF/JAO CHECKED BY: JAO CADD DRAWING: 4431GRAD-REVISED.GXD V z z .,� Fes+ N �r Crta cn to m too Go P4 a z H C -T-7 z z W w SHEET TITLE GRADING PAVING UTILITIES �r.e�rrn���irru ner�rrir� r r��irrr00 SHEET NO. 6 SPD 12 CO AUU BARK ter; 8 PEA 13 RFG 13 RFG 8 PEA W W E- I U I 6 BETC Z (E) BUILDING EXISTING 6' HL CHAIN LINK FENCE MULCH ONLY-� 7 AUC UNDER EXISTING 3 POS 1 NYS TREES TO REMAIN 1 POD 2 COSA 9 COSK 6 COSK 2 POD 6 COSA _ _ _ •� V • 4 BETC AUU 4 1 LD LD I L LD FOG ; 4 041 -+ti- • ���, .IV 3 VID MULCH ONLY UNDER EXISTING (E) BUILDING TREE TO REMAIN LANDSCAPE SPECIFICATIONS 2 VIPT 1 POS 7 VID K 00010 1 ACRO 11M I iI LJ I I i rn I � I fes` r� r- "-i i 0 A. VERIFICATIONS 1. VERIFY LOCATION OF ALL UTILITIES AND PROTECT DURING CONSTRUCTION. B. INSPECTIONS 1. NOTIFY LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE OF ALL REQUIRED INSPECTIONS. 2. LAYOUT REVIEW: PRIOR TO INSTALLATION, PLACE PLANT MATERIAL PER PLAN. LAYOUT TO BE REVIEWED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3. SUBSTANTIAL COMPLETION REVIEW: TO OCCUR AT COMPLETION OF PLANTING. LANDSCAPE ARCHITECT WILL REVIEW ALL WORK OF THIS SECTION. 4. FINAL COMPLETION: TO OCCUR AFTER ALL LANDSCAPE PUNCHL€ST ITEMS ARE CORRECTED. C. PRODUCTS 1. TOPSOIL AT PLANT BEDS: IMPORTED SANDY LOAM WITH 10% HUMUS AND CHARACTERISTIC OF LOAMS OF THE AREA. FREE OF ROCK, SUBSOIL, CLODS, LUMPS, PLANTS, ROOTS, STICKS, WEEDS, SEEDS AND OTHER DELETERIOUS SUBSTANCES. 2. SOIL (GROWING MEDIUM) AT THE RAIN GARDENS SHALL BE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. SEE CIVIL PLANS AND SPECIFICATIONS. 3. SOIL AMENDMENTS a. FERTILIZER; 15-5-10-10 COMMERCIAL FERTILIZER. b. ORGANIC MATERIAL: 'GARDEN COMPOST' AVAILABLE FROM REAUS OR LANE FOREST PRODUCTS. 4. MULCH: SHREDDED FIR BARK 5/8" -1/4" DIAMETER. 5. PLANTING TABLETS: SCOTT'S AGRIFORM FERTILIZER TABLETS. 6. PLANT MATERIAL a. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES INDICATED. b. PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT. 7. ACCESSORIES a. STAKES: SOFTWOOD LUMBER, POINTED END, UNIFORMLY SIZED, 2"X 2" MIN. CAPABLE OF AT LEAST 2 YEARS BURIAL. b. GUY WIRES: NO. 10 GA. ANNEALED, GALVANIZED STEEL WIRE. 8. SOD a. PERRENIAL RYE BLEND: 'I SIGNATURE' OR APPROVED. 9. SEED MIXTURE a. PRO-TIME PT 770 -ECO -LAWN MIX OR APPROVED. D. SOIL PREPARATION PLANT BEDS 1. FINISHED ELEVATION OF SUB -BASE TO BE 18" MINIMUM BELOW FINISHED GRADE, 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. 3. PLACE 18" MINIMUM OF TOPSOIL OVER TILLED SUBGRADE. ADD 3" OF ORGANIC MATERIAL AND 15-5-10-10 FERTILIZER TO TOPSOIL AT THE RATE OF 20 LBS. PER 1000 SF. ROTO -TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF MINIMUM. CROWN SOIL TO THE CENTER OF PLANT BEDS. PLACE SOIL IN LAYERS NOT MORE THAN 8" DEPTH. COMPACT EACH LAYER AT 85 PERCENT. STORM WATER PLANTER AND RAIN GARDEN 1. PLACE 18" MINIMUM DEPTH OF SOIL (GROWING MEDIUM) AT SWALE. SEE CIVIL PLANS AND DETAILS FOR FACILITY INSTALLATION REQUIREMENTS. PROVIDE 24" DEPTH EXCAVATION AND GROWING MEDIUM AT TREES. DO NOT APPLY ADDITIONAL SOIL AMENDMENTS OR FERTILIZER AT SWALES OR RAIN GARDENS. LAWNS AND MEADOWS 1. PLACE 8" OF TOPSOIL OVER TILLED SUBGRADE. E. PLANTING 1. SET PLANTS VERTICAL. 2. REMOVE CONTAINERS. 3. SET PLANTS IN PITS OR BEDS, PARTLY FILLED WITH PREPARED PLANT MIX, AT A MIN. OF 6" DEPTH UNDER EACH PLANT. REMOVE BURLAP, ROPES AND WIRES FROM ROOT BALLS. 4. APPLY PLANTING TABLETS PER MANUFACTURER'S HIGH RATES. 5. BACKFILL SOIL MIXTURE AND COMPACT IN LAYERS. MAINTAIN PLANT MATERIAL IN VERTICAL POSITION. 6. SATURATE SOIL WITH WATER WHEN PIT OR BED IS HALF FULL WITH TOPSOIL AND AGAIN WHEN FULL. G. MULCHING: MULCH ALL PLANT BEDS TO A MINIMUM DEPTH OF 3" WITHIN 24 HOURS OF PLANTING. TAPER MULCH TO 1" AT PAVING EDGES. MULCH STORM WATER FACILITIES WITH 1" DEPTH PEA GRAVEL. MULCH SWALE SIDE SLOPES O RAIN GARDEN WITH 3" DEPTH FIR BARK MULCH. I. MAINTENANCE: CONTRACTOR TO MAINTAIN ALL PLANT MATERIAL THROUGH FINAL COMPLETION, INCLUDING WEEDING, PRUNING, MAINTAINING GUYS AND STAKES AND REPLACEMENT OF MULCH. PROVIDE (2) MOWINGS MINIMUM AT LAWNS AND (1) MOWING AT MEADOWS. J. WARRANTY: CONTRACTOR TO WARRANTY PLANT MATERIAL FOR ONE YEAR FOLLOWING FINAL COMPLETION. REPLACE DEAD OR UNHEALTHY PLANTS OF SAME SIZE AND SPECIES AS SPECIFIED. CONTRACTOR IS NOT RESPONSIBLE FOR DEFECTS CAUSED BY VANDALISM. U AUU I (E) BUILDING PLANT SCHEDULE KEYQTY. I BOTANICAL NAME COMMON NAME MIN. SIZE I COMMENTS TREES ACC - Acer circinatum Vine Maple 7' ht. multi -stem, B&B ACRO - Acer rubrum'October Glory October Glory Maple 2" cal. Matching, limbed up to approx. 6 ft. ACG Acer griseum Paper Bark Maple 2" cal. multi stem, B&B, matching, full ACRS - Acer rubrum'Scarsen' Scarlet Sentinel Maple 2" cal. Matching, limbed up to approx. 6 ft. FRO - Fraxinus oxycarpa'Auraeafolia' Golden Desert Ash 2" cal. Matching, full, B&B 860 WEST PARK, SUITE 300 41) 3 TPH 1 VIPT 5 COSA 5 SYA 11 OB 3 FRL 6 AUC EUGENE, OREGON s7ao1 t alb saa s1s7 NYS Nyssa syivatica Black Tupelo 2" cal. Matching, full, B&B TPH - Thuja plicata'Hogan' Hogan Red Cedar 10' ht. Matching, full, B&B ZSGV - Zeikova se-ta'Green Vase Green Vase Zelkova 2" cal. Matching, limbed up to approx. 6 ft. CAO .................. . . ........ W SHRUBS AUU O y • • • • • • • • • • • • •••••••-•••••••••••••••• • • • W AUC - Arbutus unedo'Compacta' Strawberry Tree 5 gal. matching, full `� 279 °° oo ° •-•3•SPD BETC Berberisthunber ii Crimson 10 VID ° ° ° 9 ' Pygmy' Dwarf Japanese Barberry 1 gal. matching, full 6 OB • • • • • • • • •••• CIPS Cistus x puiverulentus'Sunset' Sunset Rockrose 5 gal matching, full • 1 ACRO K * ° ° o•.9'COSK.•••.................1 .. j- �. v v ° CAQ I COSA - Comus alba 'Ivory Halo' Ivory Halo Dogwood 3 gal. matching, full ° ° • •SEEDEII•••••.••'.•••.'.. • 3 CO 1 • o o 5. SYA .•.• • • • • • U) y g ogwood 3 gal. matching, full t"i David J. Dougherty E -i COSK Comus sericea'Kelse i Dwarf Redtwi D MEADOW EUAC - Euon mus alata'Com acta' Compact Burning Bush 5 gal matching, full t� �•J • • MAA - Mahonia au uifolium Oregon Grape 3 al_ matching, full ::: oo ....................... 4 g P 9 g, OREGON <c, ................................:: _ " cttO • v v W OB Osmanthus x buricwoodii Burkwood Osmanthus 5 gal. matching, full 4 VID 1 FRL ° RA�IV E7ARDI=fV.-#'i • • • • • • POD - Physocarpus opulifolius'Diabolo' Purple Leaf Nine Bark 5 gal Matching, full v POS - Ph soca us o ulifolius `Summer Wine' Summer Wine Nine Bark 5 al Matching, full 4� 1 ACRO 4 SPD =, I y m p g s, .13:COSK (n RAK - Rhododendron'Anah Krusche' Anah Krusche Rhododendron 5 gal matching, full 9 CO KI •••-•••••••••-•••••-•-••• • •••• Q RHJ - Rhododendron 'Jean Marie Montegue' Jean Marie Montegue Rhodo. 5 gal. matching, full PROJECT TITLE �� :::: ::: • • • • • ::: :: : :: : :::::::: SPD - Spiraea douglasii Western spiraea 3 gal. matching, full VID - Vibumum davidii David Viburnum 3 gal. matching, full /•.... ..... .... ..... ...... ... •• • • • • • • • • • • • • • • • • • - • • • • • VIP - Viburnum tomentosum Double File Viburnum 3' ht matching, full 4 BETC GROUNDCOVERS AND PERENNIALS 10 MAN 1 NYS 1 ZSGV AUU 24" o.c. Arctostaphylos uva-ursi Kinnikinnick 1 gal. matching, full 5 VIPT MAN - Mahon€a nervosa Long Leaf Mahonia 1 gal. full PEA - Pennisetum alopercuroides'Hameln' Hameln Fountain Grass 1 gal. matching, full 3 VID PLMV = Prunus laurocerasus'Mount Vernon' Mount Vernon Laurel 1 gal. matching, full RFG Rudbeckia fuigida'Goldsturm' Goldsturm Black -Eyed Susan 1 gal. matching, full 16 VID 11 CIPS _...___ PLANT SCHEDULE - RAIN GARDEN #1 (APPROX. 1000 SF) - TYPE 111 PLANTING SCHEME 9 BETC KEY QTY. BOTANICAL NAME COMMON NAME MIN. SIZE COMMENTS 7 RFG a s 7 RFG 1 VIPT a s 1 NYS 9 COSK 20 MAA a TREES (5 REQUIRED) • Ivory Halo Dogwood 3 gal. matching, full COSI 3 G isanti Red -Osier Dogwood 3 gal. matching, full Matching, full, B&B •� �jr • • w, SEE SPECIFICATIONS 5PACING IV' ROW "A" SPACING IV' ROW "A" 5" O.G. 2.6" 15" O.G. 15.6" 6" O.G. 5.2" 24" O.G. 20.5" q" O.C. 7.5" 30" O.G. 26.0" 12" O.G. 10.4" i • 30.0" 151' O.G. 15.0" 45" O.G. 41.5" 1 GROUNDGOYER 51FAGING DIAGRAM 4 1 LD LD I L LD FOG ; 4 041 -+ti- • ���, .IV 3 VID MULCH ONLY UNDER EXISTING (E) BUILDING TREE TO REMAIN LANDSCAPE SPECIFICATIONS 2 VIPT 1 POS 7 VID K 00010 1 ACRO 11M I iI LJ I I i rn I � I fes` r� r- "-i i 0 A. VERIFICATIONS 1. VERIFY LOCATION OF ALL UTILITIES AND PROTECT DURING CONSTRUCTION. B. INSPECTIONS 1. NOTIFY LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE OF ALL REQUIRED INSPECTIONS. 2. LAYOUT REVIEW: PRIOR TO INSTALLATION, PLACE PLANT MATERIAL PER PLAN. LAYOUT TO BE REVIEWED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3. SUBSTANTIAL COMPLETION REVIEW: TO OCCUR AT COMPLETION OF PLANTING. LANDSCAPE ARCHITECT WILL REVIEW ALL WORK OF THIS SECTION. 4. FINAL COMPLETION: TO OCCUR AFTER ALL LANDSCAPE PUNCHL€ST ITEMS ARE CORRECTED. C. PRODUCTS 1. TOPSOIL AT PLANT BEDS: IMPORTED SANDY LOAM WITH 10% HUMUS AND CHARACTERISTIC OF LOAMS OF THE AREA. FREE OF ROCK, SUBSOIL, CLODS, LUMPS, PLANTS, ROOTS, STICKS, WEEDS, SEEDS AND OTHER DELETERIOUS SUBSTANCES. 2. SOIL (GROWING MEDIUM) AT THE RAIN GARDENS SHALL BE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. SEE CIVIL PLANS AND SPECIFICATIONS. 3. SOIL AMENDMENTS a. FERTILIZER; 15-5-10-10 COMMERCIAL FERTILIZER. b. ORGANIC MATERIAL: 'GARDEN COMPOST' AVAILABLE FROM REAUS OR LANE FOREST PRODUCTS. 4. MULCH: SHREDDED FIR BARK 5/8" -1/4" DIAMETER. 5. PLANTING TABLETS: SCOTT'S AGRIFORM FERTILIZER TABLETS. 6. PLANT MATERIAL a. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES INDICATED. b. PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT. 7. ACCESSORIES a. STAKES: SOFTWOOD LUMBER, POINTED END, UNIFORMLY SIZED, 2"X 2" MIN. CAPABLE OF AT LEAST 2 YEARS BURIAL. b. GUY WIRES: NO. 10 GA. ANNEALED, GALVANIZED STEEL WIRE. 8. SOD a. PERRENIAL RYE BLEND: 'I SIGNATURE' OR APPROVED. 9. SEED MIXTURE a. PRO-TIME PT 770 -ECO -LAWN MIX OR APPROVED. D. SOIL PREPARATION PLANT BEDS 1. FINISHED ELEVATION OF SUB -BASE TO BE 18" MINIMUM BELOW FINISHED GRADE, 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. 3. PLACE 18" MINIMUM OF TOPSOIL OVER TILLED SUBGRADE. ADD 3" OF ORGANIC MATERIAL AND 15-5-10-10 FERTILIZER TO TOPSOIL AT THE RATE OF 20 LBS. PER 1000 SF. ROTO -TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF MINIMUM. CROWN SOIL TO THE CENTER OF PLANT BEDS. PLACE SOIL IN LAYERS NOT MORE THAN 8" DEPTH. COMPACT EACH LAYER AT 85 PERCENT. STORM WATER PLANTER AND RAIN GARDEN 1. PLACE 18" MINIMUM DEPTH OF SOIL (GROWING MEDIUM) AT SWALE. SEE CIVIL PLANS AND DETAILS FOR FACILITY INSTALLATION REQUIREMENTS. PROVIDE 24" DEPTH EXCAVATION AND GROWING MEDIUM AT TREES. DO NOT APPLY ADDITIONAL SOIL AMENDMENTS OR FERTILIZER AT SWALES OR RAIN GARDENS. LAWNS AND MEADOWS 1. PLACE 8" OF TOPSOIL OVER TILLED SUBGRADE. E. PLANTING 1. SET PLANTS VERTICAL. 2. REMOVE CONTAINERS. 3. SET PLANTS IN PITS OR BEDS, PARTLY FILLED WITH PREPARED PLANT MIX, AT A MIN. OF 6" DEPTH UNDER EACH PLANT. REMOVE BURLAP, ROPES AND WIRES FROM ROOT BALLS. 4. APPLY PLANTING TABLETS PER MANUFACTURER'S HIGH RATES. 5. BACKFILL SOIL MIXTURE AND COMPACT IN LAYERS. MAINTAIN PLANT MATERIAL IN VERTICAL POSITION. 6. SATURATE SOIL WITH WATER WHEN PIT OR BED IS HALF FULL WITH TOPSOIL AND AGAIN WHEN FULL. G. MULCHING: MULCH ALL PLANT BEDS TO A MINIMUM DEPTH OF 3" WITHIN 24 HOURS OF PLANTING. TAPER MULCH TO 1" AT PAVING EDGES. MULCH STORM WATER FACILITIES WITH 1" DEPTH PEA GRAVEL. MULCH SWALE SIDE SLOPES O RAIN GARDEN WITH 3" DEPTH FIR BARK MULCH. I. MAINTENANCE: CONTRACTOR TO MAINTAIN ALL PLANT MATERIAL THROUGH FINAL COMPLETION, INCLUDING WEEDING, PRUNING, MAINTAINING GUYS AND STAKES AND REPLACEMENT OF MULCH. PROVIDE (2) MOWINGS MINIMUM AT LAWNS AND (1) MOWING AT MEADOWS. J. WARRANTY: CONTRACTOR TO WARRANTY PLANT MATERIAL FOR ONE YEAR FOLLOWING FINAL COMPLETION. REPLACE DEAD OR UNHEALTHY PLANTS OF SAME SIZE AND SPECIES AS SPECIFIED. CONTRACTOR IS NOT RESPONSIBLE FOR DEFECTS CAUSED BY VANDALISM. U AUU I (E) BUILDING PLANT SCHEDULE KEYQTY. I BOTANICAL NAME COMMON NAME MIN. SIZE I COMMENTS TREES ACC - Acer circinatum Vine Maple 7' ht. multi -stem, B&B ACRO - Acer rubrum'October Glory October Glory Maple 2" cal. Matching, limbed up to approx. 6 ft. ACG Acer griseum Paper Bark Maple 2" cal. multi stem, B&B, matching, full ACRS - Acer rubrum'Scarsen' Scarlet Sentinel Maple 2" cal. Matching, limbed up to approx. 6 ft. FRO - Fraxinus oxycarpa'Auraeafolia' Golden Desert Ash 2" cal. Matching, full, B&B 860 WEST PARK, SUITE 300 41) 3 TPH 1 VIPT 5 COSA 5 SYA 11 OB 3 FRL 6 AUC EUGENE, OREGON s7ao1 t alb saa s1s7 NYS Nyssa syivatica Black Tupelo 2" cal. Matching, full, B&B TPH - Thuja plicata'Hogan' Hogan Red Cedar 10' ht. Matching, full, B&B ZSGV - Zeikova se-ta'Green Vase Green Vase Zelkova 2" cal. Matching, limbed up to approx. 6 ft. CAO .................. . . ........ W SHRUBS AUU O y • • • • • • • • • • • • •••••••-•••••••••••••••• • • • W AUC - Arbutus unedo'Compacta' Strawberry Tree 5 gal. matching, full `� 279 °° oo ° •-•3•SPD BETC Berberisthunber ii Crimson 10 VID ° ° ° 9 ' Pygmy' Dwarf Japanese Barberry 1 gal. matching, full 6 OB • • • • • • • • •••• CIPS Cistus x puiverulentus'Sunset' Sunset Rockrose 5 gal matching, full • 1 ACRO K * ° ° o•.9'COSK.•••.................1 .. j- �. v v ° CAQ I COSA - Comus alba 'Ivory Halo' Ivory Halo Dogwood 3 gal. matching, full ° ° • •SEEDEII•••••.••'.•••.'.. • 3 CO 1 • o o 5. SYA .•.• • • • • • U) y g ogwood 3 gal. matching, full t"i David J. Dougherty E -i COSK Comus sericea'Kelse i Dwarf Redtwi D MEADOW EUAC - Euon mus alata'Com acta' Compact Burning Bush 5 gal matching, full t� �•J • • MAA - Mahonia au uifolium Oregon Grape 3 al_ matching, full ::: oo ....................... 4 g P 9 g, OREGON <c, ................................:: _ " cttO • v v W OB Osmanthus x buricwoodii Burkwood Osmanthus 5 gal. matching, full 4 VID 1 FRL ° RA�IV E7ARDI=fV.-#'i • • • • • • POD - Physocarpus opulifolius'Diabolo' Purple Leaf Nine Bark 5 gal Matching, full v POS - Ph soca us o ulifolius `Summer Wine' Summer Wine Nine Bark 5 al Matching, full 4� 1 ACRO 4 SPD =, I y m p g s, .13:COSK (n RAK - Rhododendron'Anah Krusche' Anah Krusche Rhododendron 5 gal matching, full 9 CO KI •••-•••••••••-•••••-•-••• • •••• Q RHJ - Rhododendron 'Jean Marie Montegue' Jean Marie Montegue Rhodo. 5 gal. matching, full PROJECT TITLE �� :::: ::: • • • • • ::: :: : :: : :::::::: SPD - Spiraea douglasii Western spiraea 3 gal. matching, full VID - Vibumum davidii David Viburnum 3 gal. matching, full /•.... ..... .... ..... ...... ... •• • • • • • • • • • • • • • • • • • - • • • • • VIP - Viburnum tomentosum Double File Viburnum 3' ht matching, full 4 BETC GROUNDCOVERS AND PERENNIALS 10 MAN 1 NYS 1 ZSGV AUU 24" o.c. Arctostaphylos uva-ursi Kinnikinnick 1 gal. matching, full 5 VIPT MAN - Mahon€a nervosa Long Leaf Mahonia 1 gal. full PEA - Pennisetum alopercuroides'Hameln' Hameln Fountain Grass 1 gal. matching, full 3 VID PLMV = Prunus laurocerasus'Mount Vernon' Mount Vernon Laurel 1 gal. matching, full RFG Rudbeckia fuigida'Goldsturm' Goldsturm Black -Eyed Susan 1 gal. matching, full 16 VID 11 CIPS _...___ PLANT SCHEDULE - RAIN GARDEN #1 (APPROX. 1000 SF) - TYPE 111 PLANTING SCHEME 9 BETC KEY QTY. BOTANICAL NAME COMMON NAME MIN. SIZE COMMENTS 7 RFG a s 7 RFG 1 VIPT a s 1 NYS 9 COSK 20 MAA a TREES (5 REQUIRED) wing1 �IF �►' -ter � � ,!/�►.. �4! 7up;05 �� ► / ��jMP s. FRL 4 Fraxinus latifolia Oregon Ash 1.5" cal. Matching, full, B&B NYS 1 Nyssa sylvatM. M''t ica Black Tupelo 2" cal. GUY WIRE 5TAKE5 AS SPECIFIED - EVENLY 5PACED (2) EACH ORNAMENTAL/CONIFER TREE (5) EACH 5HADE TREE REMOVE BURLAP FROM TOP 1/5 OF ROOT BALL MULCH A5 SPECIFIED (2" CLEAR AT TRUNK) CONCRETE WALK OR CURB PLANTING 501L SUB GRADE COMPACTED TOP501L (BELOW ROOT BALL5 ONLY) NOTE MARK NORTH SIDE OF TREE AT NUR5ERY. ROTATE TREE TO FACE NORTH WHEN PLANTING. r 1 TREE PLANTING AT PARKING AREAS SECTION SCALE: 1/2" = 1'-O" #RR#Vhi # Il1 0 T J 1 CIV# #JG0tirR1#' 1 1%.1 1. AN AUTOMATICALLY CONTROLLED UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDEDFOR ALL LANDSCAPE AREAS. 2. SYSTEM WILL PROVIDE SEPARATE ZONES FOR DIFFERENT SOLAR ORIENTATIONS. 3. HEAD LAYOUT WILL MINIMIZE OVERSPRAY ONTO PAVED SURFACES. MULCH TAPERS TO 1" AT SIDEWALK FINISHED GRADE PLANTING 501L (SEE 5PECIFICATION5 FOR DEPTH) NOTE: SEE GRADING PLAN FOR PLANT BED 50€L LEVELS. FL.ANT BED EDGE AT PAVEMENT SECTION SCALE: 1" = 1'-0" ADJACENT BUILDING - OR EDGE OF PLANT BED • Ivory Halo Dogwood 3 gal. matching, full COSI 3 G isanti Red -Osier Dogwood 3 gal. matching, full Matching, full, B&B wing1 �IF �►' -ter � � ,!/�►.. �4! 7up;05 �� ► / ��jMP s. FRL 4 Fraxinus latifolia Oregon Ash 1.5" cal. Matching, full, B&B NYS 1 Nyssa sylvatM. M''t ica Black Tupelo 2" cal. GUY WIRE 5TAKE5 AS SPECIFIED - EVENLY 5PACED (2) EACH ORNAMENTAL/CONIFER TREE (5) EACH 5HADE TREE REMOVE BURLAP FROM TOP 1/5 OF ROOT BALL MULCH A5 SPECIFIED (2" CLEAR AT TRUNK) CONCRETE WALK OR CURB PLANTING 501L SUB GRADE COMPACTED TOP501L (BELOW ROOT BALL5 ONLY) NOTE MARK NORTH SIDE OF TREE AT NUR5ERY. ROTATE TREE TO FACE NORTH WHEN PLANTING. r 1 TREE PLANTING AT PARKING AREAS SECTION SCALE: 1/2" = 1'-O" #RR#Vhi # Il1 0 T J 1 CIV# #JG0tirR1#' 1 1%.1 1. AN AUTOMATICALLY CONTROLLED UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDEDFOR ALL LANDSCAPE AREAS. 2. SYSTEM WILL PROVIDE SEPARATE ZONES FOR DIFFERENT SOLAR ORIENTATIONS. 3. HEAD LAYOUT WILL MINIMIZE OVERSPRAY ONTO PAVED SURFACES. MULCH TAPERS TO 1" AT SIDEWALK FINISHED GRADE PLANTING 501L (SEE 5PECIFICATION5 FOR DEPTH) NOTE: SEE GRADING PLAN FOR PLANT BED 50€L LEVELS. FL.ANT BED EDGE AT PAVEMENT SECTION SCALE: 1" = 1'-0" ADJACENT BUILDING - OR EDGE OF PLANT BED PLAN NTS COSA 12 • Ivory Halo Dogwood 3 gal. matching, full COSI 3 G isanti Red -Osier Dogwood 3 gal. matching, full SPD 7 Spiraea douglasii • SPEGFIED • • • SPACING 'D' SEE SPECIFICATIONS 5PACING IV' ROW "A" SPACING IV' ROW "A" 5" O.G. 2.6" 15" O.G. 15.6" 6" O.G. 5.2" 24" O.G. 20.5" q" O.C. 7.5" 30" O.G. 26.0" 12" O.G. 10.4" 361' O.G. 30.0" 151' O.G. 15.0" 45" O.G. 41.5" 1 GROUNDGOYER 51FAGING DIAGRAM PLAN NTS COSA 12 Cornus aiba'Ivory Halo' Ivory Halo Dogwood 3 gal. matching, full COSI 3 Comus sericea'lsanti' isanti Red -Osier Dogwood 3 gal. matching, full SPD 7 Spiraea douglasii Westem spiraea 3 gal. matching, full SMALL SHRUBS (40 REQUIRED) COSK 135 1 Cornus sericea'Kelseyi' Dwarf Redtwig Dogwood 1 gal. matching, full SYA 110 1 Symphoricarpos albus Isnowbeny matching, full 1 gal. matching, full GROUNDCOVERS CAO 12" o.c. Icarexobnupta I Slough Sedge 4" ots matching, full JUP 12" o.c. 1juncuspatens Spreading Rush 4" pots matching, full PLANT SCHEDULE - RAIN GARDEN #2 (APPROX. 1550 SF) - TYPE 111 PLANTING SCHEME KEY I QTY. I BOTANICAL NAME ICOMMONNAME I MIN. SIZE COMMENTS TREES (7 REQUIRED) FRL 15 Fraxinus latifol€a Oregon Ash 1.5" cal. Matching, full, B&B NYS 12 1 Nyssa sylvatica 113fack Tupelo 2" cal Matching, full, B&B LARGE SHRUBS (31 REQUIRED) COSA 12 Cornus alba 'ivory Halo' Ivory Halo Dogwood 3 gal matching, full COSI 8 Comus sedoea'lsanfl' Isanti Red -Osier Dogwood 3 gal. matching, full SPD 11 Spiraea douglasii Westem spiraea 3 gal. matching, full SMALL SHRUBS (62 REQUIRED) COSK 144 1 Comus sericea'Keise i' Dwarf RedtMg Dogwood 1 gal. matching, full SYA 121 1 Symphoricarpos albus Snowberry 1 gal. matching, full GROUNDCOVERS CAO T -12- 0.c. Carex obnupta Slough Sedge 4" pots matching, full JUP 12' o.c. 1juncuspatens Spreading Rush 4" pots matching, full LEGEND • PROPOSED DECIDUOUS TREES PROPOSED CONIFER TREES + EXISING TREE TO REMAIN SHRUBS GROUNDCOVER 0 4 8 16 32 SCALE: 1/16" = V-0" 64 NORTH (0 ei C'Yt c. C (,u')1I'Jml of l RUDBECKIA (RFG) MT. VERNON LAUREL (PLMV) PENNESETUM (PEA) CAREX OBNUPTA (CRO) JUNCUS PATENS (JUP) SOD LAWN SEEDED MEADOW - SEE SPECIFICATIONS 0 4 8 16 32 SCALE: 1/16" = V-0" 64 NORTH (0 ei C'Yt c. C (,u')1I'Jml of l STREET LIGHT ZONE: GO LTD BUS STOP ZONE: NC APPROXIMATE LOCATION OF (E) STRIPING, TYP I=> - FIRE HYDRANT AVICINITY MAP NOT TO SCALE mod,Hwilm 6'FENCE POWER POLE W/ =01 STREET LIGHT 316.68' e - — - — - — - — - — - — - — - — - — - — - AREA DRAIN APRON PROPERTY LINE (o LOT 400 CONCRETE CURB & GUTTER TO REMAIN ZONE: MDR EASEMENT VEGETATION - — - — - — - — - — - — - x — - — - — - — - — - — - — - — - — - SANITARY SEWER APRON MANHOLE C> LOT 300 AREADRAW f --- APRON POWER POLE POWER POLE SITE PLAN - EXISTING CONDITIONS GENERAL NOTES TOTAL SITE AREA: 42,233 SF SITE DEMOLITION TO INCLUDE CONCRETE SIDEWALK, TOTAL LANDSCAPE AREA: 42,233 SF (100% OF SITE) NATURAL VEGETATION, TREES, AND UTILITIES AS DIMENSIONS ARE APPROXIMATE REQUIRED FOR NEW WORK. SEE SHEET SR1.2 AND CIVIL FOR PROPOSED SITE PLAN AND BUILDING TIME OF TRAVEL ZONE: NA (OUTSIDE OF MARKED BOUNDARIES) MAIN ST SITE ASTER ST I►I, W -;wu (E) BUILDING 14'_n" 1 n4' - I" SANITARY CLEANOUT - — - — - — - — - — - — - — - — - — - 329.12' ZONE: MDR 97111welu VEGETATION EXISTING SITE PLAN 1/16 if = 1'-0" 1 n of 81 16' 32' 64' omm 1111111111millillaw CONCRETE SIDEWALK FIRE HYDRANT CONCRETE CURB & GUTTER ASPHALT PAVING GUARD RAIL & "END" SIGN SANITARY SEWER MANHOLE KIK (E) STREET LIGHT W/ (N) LED FIXTURE GUARD RAIL & "END" SIGN CONCRETE CURB & GUTTER ASPHALT PAVING by copq `h P24 (P-oa-4� 5(k pl(Lri J2Maj 5 of y a4 `el c sf:p o ?OJ6 0 z 00 z w 0 0 0 LL Z < w CL u) CL W w oLL U) Ljj z U. le r% z cu U) U .(D ff CL v ol REVISIONS SYM DATE REFERENCE PROJECT NO. 16831 ISSUE DATE: 09/08/2016 EXISTING SITE PLAN SR-1.1 ����� Z 2 . v +��'•-.� •-,• -• -• •-• •-• eeioeeioeoie - bio'�i°eoe►ieo�'i�ie°•i'`'r R a•��eoei°oe•ie�bo�•►12%ONMA1e�e'���e►ee•��er�•���`eiPANE�ooi�►ooioeio�oieooioeeieoeioeei''i' ' -�e�i�e°e`��►°e°ems°e°e°eee°a°e°e°e°e°e+e°e°e°e°eeeeeeeeeeee ee!►eeeeeeeeeeeeee��ie�eeN�►eeeee��e eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee� ���'►eewoe.►ee000eeoeooe000eoeeeeoeeeee gee ��eee��►ee,.e�►e�ee��•=z�eee�eee�e�,,��s,;��►e�o�s���oe��►�e�e+►b.ie.►ee�eee�e�►e�eee�eee�lee�eee�eee�eee�eee�eoee/►e ►wed►+e°l►iii°e-�►°i°moi°i��'i°eeee°i°o'e°e�e-_eee°e_°►___i��►e_el��e_ee�e_eo,��_�SQ��! : ��� - . ° . _ �►v's�elee,,��! :�► e�� _ !�► _ !e _ ! e _ !e _ t►° _ t►e _ e► _ ems► _ !► . eN► � ice. ♦+ •►�- �►�. ��►.ee.eoe.eo.ee.ee.ee.ee.ee.eo.ee.eeoe . • i►°e4►��°°o°iee�►°o°e°o°e°e°o°e°o°o°+°e°e°a°e°e°+°eoeeeeoe+eee°e°eeeoeee_ �e�e���e�°�°���°�°�°��eeeee°°e��o���—�i►�++°°ee°�+�'�����eee+°+°�'�! r--- �°eeeeeee°ee��+e+e°°°°ee°°e°ee°°°eee+°+ecce+e°°°e°eee°eeeee°eeeeeeeoe°� ��j�►+e+t��►o+e�►+e+e+e+e+e+e+e+e+e+e+e+o+o°e°e+e°e+e+e°e+e+e+o+o+e°e°e ►-�-e: �eee�e�°4e�y`�►�N�e�e�e�e�����e�e�e�ele�►°e°e°e°e°eee°eeeee°eee°e°a°a°e°e°e- ►:.��De°i!i'�i°iso°i°eeieieiei°i°ioi°i°iei°i°iei°e°eoi°i°ow, °i°iseeieooi !e!e! �� �e°e+e°e°e°e+e°o°e+e°e°+e+°o°eeeee+e°e°eoe+e°e°eoe°°��o� �►-o-►o�e�e�e-e�/ e°000°o°oee°e°e°e°o°e°e°e°e°o°off - �i��i��,►eoioe�/ i _ • _ • . - - � �e°e+e°e°e+e°eee+e°e°e°e+o°o°o°e°o°e°e°eo°°o°o°eco+e°eoo� . , �i�Di°i'�iso°i� ieeeeeeeeoeee0000ee000eeeeoe ��� j . �eelloeeeoeeeeeo ►eeeeeoeeeeee000eeeeoeeeeeo!►o °e°o°o°e+e°e°o+o°ee000�•°:'e,Q . �eeoe000000eee00000ee000ee.eo� .oeo�►oee - , , eeeee°eoe+eeeeoeeoe°eoe000000e0000eoeooeeoeoeoe��e°ee°e� . • _ : a ►o�►eeeoo� ►ee.000000eooeee0000e0000s000� °fie°e�►eee� e�e��eeo oeeeeeeeeeeeeeeeeeeeeeee�ee�►o • - • -. • i MA MW ►ooeeeeoeeeeeeoeooee00000ee� e` �i��►+eoe°eye+e� =° • ' ' �i+i°i+i°i°i°i°i to°s°000+ooze+•. 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C"It Wpq u v- I 860 WEST PARK, SUITE 300 EUGENE, OR 97401 1 541.344.9157 6033 OF ( f REVISIONS IISYM I DATE I REFERENCE PROJECT NO. 16831 ISSUE DATE: 1 09/08/2016 0 z L N 0 C) .J 00 z W O I w LL (D Z C) p W �W LJ. VJ UJ U z m U N �O CL vi f REVISIONS IISYM I DATE I REFERENCE PROJECT NO. 16831 ISSUE DATE: 1 09/08/2016 STANDING SEAM METAL ROOF SYSTEM WOOD PLANK SIDING SYSTEM STONE VENEER SIDING SYSTEM ALUMINUM STOREFRONT FRAME W/ INSULATED GLAZING EAST ELEVATION 1/811 = 1 1-011 2 NORTH ELEVATION 1/811 = 1'-0" 3 SOUTH ELEVATION 1/811 = 1'-0" A WEST ELEVATION ff 1/811 = 1'-0" STEEL r -r -L MUU STRUCTUR MASONR ENCLOSUR STEE LOCKING GAT IZ WEST - TRASH ENCLOSURE %J 1/411 = 1'-0" CIR GUTTER W/ IJQ TO JACENT LANDSCAPING &% SOUTH - TRASH ENCLOSURE %J 1/41' = 1'-0" 7 BICYCLE PARKING 3/411 = 1'-0" o CONCEPTUAL FLOOR PLAN 860 WEST PARK, SUITE 300 EUGENE, OR 97401 1 541.344.9157 w V"WON 6033iJ OF ()W*--, I REVISIONS I I SYM I DATE I REFERENCE I PROJECT NO.1 16831 ISSUE DATE: 09108/2016 oo C, � EXTERIOR P� ELEVATIONS NORTH SEP 0 016 0 z O 00 I** -- z w 0 0 -j LLJ LL �- z < ct CL ULj W W U) LLj z LL 0 r% z CID N 2' n vi I REVISIONS I I SYM I DATE I REFERENCE I PROJECT NO.1 16831 ISSUE DATE: 09108/2016 oo C, � EXTERIOR P� ELEVATIONS NORTH SEP 0 016