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Home My WebLink AboutPlan, Final APPLICANT 3/15/2016REPLACE ALL EX13TINO CATCH BA31N3 W NEW DOUBLE CHAMBER CATCH BASIN WITH FILTER, TYP., UNION PACMyC R41LROAD SEE 2162.0 CATCH BASIN REPAIR FENCE 51 RIM=477.59 AS REQUIRED --CATCH*SIN 4" FL= 476.72 ___0M=47ZO4 4' FL(lV)=476.42 8-- FL(S)=475.34 -478, Q) < 4 FIRE HOUSE 14 CATCH BASIN 41 00 MONITOR WELL <1 4 RIM=476.43 480.84 6" FL=475.22 16 �111 tlb J 4 < EX13TINO CURB 47-7 IVY- oN4 TING C 131 -1 __�l � --,477----\ 11 478-- (d E)/_j L 41 4 El El 2' CONC. Fl El El 0 65) -8" S VALLEY GUTTER 4 _ > ST MANHOLC-6' ST_ CA TO 1 BA 4 < RIM=477.63 6 EXIST CHAIN RIM=476.23 �st ):474- 'J 4t 4 2 K 45 LINK FENCE F] 'FL 9; 7 .21 =lt1lt.Ul)l -1 , C14 W)=474.98 Tru 2- =475.58 STORAGE $ CO. < 8 CATCH N FORMER LOG POND SITE kLi 111. I�WA�CHTO RlAf=476.61 PRODUCTION 7 BUILOIN& RIM= AREA Gov COLUMN TCH BASIN 100 RIM=477.45 eC EXIST. CHAIN 2-f�(N)=475.45 LINK FENCE N:e >6 2 FL(S)=474.27 Cd 6's X QP CATCH BASIN CATCH BASIN INV=0.93 EXISTING 6" IW= -1.20 I COVERED STORAGE 0 RD 477.48• Ld CO SD 6- S,__J EXISTING >< CATCH BASIN RIM=47ZO2 G LT___J COVERED STORAGE ST MANHOLE RIM=47748 UKN UG UTILITY 4" FL=476.00 >f 2-FL(N)=475.84 ST MANHOLE 5'-0" x 6-FL(E)=475.88 51_O"6-FL(E)=475.85 91 RIM=476.52 ATTACH To 2-FL(S)=475.84 6 1�0 L( F N�V)=473.79 7 BUILDING COL" 6-,FL(N)474.17 10FL(T)=473.07 2 CL 12'FLW ((S x )) 473.�7 7 =473 07 FL 8" iz, OWNER: ._ ONE HORLL? OROAN105 3661 OL'rMFIC, STREET 5FRIN&FIELL2, OR q747e 541-603-8286 CONTACT. SCOTT 03TRANOER Ok*ER vi%4.-5ENTATlYE: DOWNWIND DEVELOPMENT /600 OAK STREET EUGENE, OR 87478 541-603-5286 CONTACT.- JUSTIN SCHMICK EMAIL: j5chmick@wlndermere.com CIVIL ENOME� 55Pq ENGINEERS, INC 2350 OAKMONT WAY, SUITE 105 EUGENE, OR 87401 541-485-8383 CONTACT. MICHAEL A. COX, P.E. EMAIL: michoeic@55weningeer5.com PARKIN 67: NEW PARK/N&, OFF-5/TE: cl NEW PARK/N&, ON-SITE 14 EXISTING PARKINO: 12 TOTAL PARKINO: 35 NOTE: ANY INACTIVE PqELL5 THAT ARE DISCOVERED SHALL BE PROPERLY ABANDONED. x. 'nRSINC N 6 1 N CIVIL - STRUCTURAL -EE MILDING DESIGN SURVEYING � LAND USE PLANNING 2350 Oakmont V\,!ay, Suite 105 Eugene, Oregon 97401 (541) 485-8383 FAX (541) 485-8384 www.sswengineers.com x 'IV /; PIELLHEAL? PROTECTION NOTES: COCH rSIN UKN MANHOLE 31 -0// RIM=47 ___06p AC DRIVE & C \4 1 RIM=477.25 -,OHP FARKINGISTORAGE ONAFL PROHIBITION: THE CONTRACTOR AN12 ST MANHOLE >� 'T-- < LIJ RIM -477.3 RI =477.02 )< ALL 5U000NT`RACTOR5 ARE REQUIRED TO U 10 81 (NW)=474.27 EXIS7ING z ro V PROVIDE THE OWNER'S ENGINEER Pq1TH COPIES lv� EXIST. AC 70 (W)=473 * 69 BUILDING co C� 0 "I 14`FL(E)=47J.J6 A . OF MATERIAL SAFETY DATA SHEETS (M5E?5S) Lli sv 8" ST C�o 0 WELL 011 VALVE A C) S 18" W CONCRETE 479. FOR ALL CHEMICALS PROPOSED FOR USE 2 27' WW - PAVING UNDER MANHOLE UK cl\! -10" N > i RIM=476.57 5* ON -51 PRIOR To USE OR DELI To THE I CL j RIM=47Z71 LJ C 2 Uj 27 PROPERTY. BASED ON THESE M5055, THE EXIST CHAIN 0 0 E RIM=476.68 5 7- 7Z 6- . I '--,( MANHOLE LINK FENCE 12'FL 8" W .4 ENOINEER PqILL OETER'MINE IF THE CHEMICAL 15 -J rV (D 6" FL=472.50 5 SW24 N9 1'�r W LJ. 147L(W)=474.18EXIST. AC 14" Ml= -2.35 CATCH BASIN 1� APPROVED FOR USE ON THIS SITE (/.E, CD Z 27" WW, FIRE HOUSE 16 WJ/- EXIST- C RIM=477.76 '101 WHETHER OR NOT THE PRODUCT CONTAINS > , C) C5 10. nRE HOUSE 12 4 14. LINK 14-FL(W)=475.14 U p. - W ----27" PEN -5E NDN -/AQUEOUS PHASE LIOU103 OR LIJ co CL 24. s7-, W --------------------------- --- sk W I � 12 476,HP W ME RIM=476.02 RC ONAPLS). THE ENOINEER MAY CONTACT THE U) WAVE 4"FL(E)=474.3o 4.77 24" ST, 10" W ;d - ST MANHOLE SUB DRINKING MATER SOURCE PROTECTION E�\ -Zk RIM=476.51 U ST MANHOLE ____OHp ST 011 4 ... �1�1111111111,... 27' COORDINATOR AT 541-144-3145 WITH ANY - 476 ----- GRAVEL CN W GUE5TION5 ABOUT EVALUATING PRODUCTS FOR RIM=476.30 `X`sT ST___ G 27" WW z <( OHP ONAPL5. -24" S 10 W G_ ------ b ANY CHEMICAL SPILLS OR LEAKS MUST BE 24 ST -10" P 478 U oHP0 47Z4 GRAVEi FL=473.2 GLEANED UP IMMEDIATELY ANL? CLEAN-UP z 0', AREA OWN 10. MATERIALS 015P05E0 OFF-5/TE AND IN I *!:Z_�_ EX'ST RIM=477.14 24 ST-__ _ -10" W-, 473.13 ACCORDANCE WITH LANE COUNTY AND DEQ -24REOUIREMENT5. IN EVERY CASE, CARE SHALL BE TAKEN TO PREVENT (5ROUN014ATER 8"sr- CONTAMINATION. ST M4NHOLE CHEMICAL HANDLING, 5TORA&E, AND USE: CONTRACTORS/DEVELOPERS SHALL BE CON5TRUCTION NOTE5 RIM=476.0 5/TEVEVELOPMENT PLAN RESPONSIBLE FOR THE SAFE HANDLING AND GLO It SCALE. 1 40'-0 -7E OF CHEMICAL3, PETROLEUM STORAGE RUC I CON3T T (3) 316,rCLE RACKS, (6) 5FACES, LOCATE FRO006,T5, AND FERTILIZERS AND THE IN SHED, SEE DETAIL 2I62.0. PREVENTION OF GROUNDWATER AND STORM REvlslo�s WATER RUNOFF CONTAMINATION. CHEMICALS i CONSTRUCT NEW TRASH ENCLOSURE, SEE SHEET 34.0. USED DURING CONSTRUCTION, INCLUDING FAINT date by MATERIALS/WASTES, MUST NOT AND GLEANING M 03/02/16 A\ MAC PROVIDE PUBLIC WORKS LOCK TO GATE. ENTER THE 301L OR BE WASHED INTO THE STORM WATER 5'(5TEM. ALL CHEMICALS SHOULD REDUCE HEIGHT OF FREESTANDING LIGHT FIXTURES BE STORED IN ADEQUATE 5ECONOARr TO EX1STING COVERED 3TORA 6E OR 25 -O CONTAINMENT. WHICHEVER /3 LESS. EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS MUST BE TAKEN TO PREVENT SITE CON57-RUCT NEW 6URB, SEE DETAIL 3162.0. FLUID-CONTAININ& EQUIPMENT LOCATED OUT510E FROM LEAKING, INCLUDING PROVIDING DEVELOPMENT NEW LAN036APINO PER LAN036AFIN& PLANS. A DEDICATED AREA FOR FUEL IN& AND -PLAN MAINTENANCE OF EQUIPMENT. TH13 SHOULD BE INSTALL WELLHEAD PROTECTION 5167NAOE, SEE PREPARED AND MAINTAINED IN A WAY THAT job 15-7297 DETAIL 4162.0. PREVENTS SPILLS OR LEAKS FROM MIGRATING drawn MAC TO THE 301L OR 5TORMHATER DRAINAGE date Cl/29/16 57 -RIPE NEWPARKIN& SPACES. 57"3TEM. checked NO L MATERILS CONTAININ67HAZAR0005 tiled A CONSTRUCT NEW 4" SANITARY SEWER LINE, CONNECT MATERIALS SHALL BE USED ON TH15 SITE. SHEET TO EXISTING SANITARY SEWER LINE, VERIFY SIZE. 14 CONSTRUCT RAIN &ARDEN, SEE DETAIL X162.0 FINAL SIT qSM � E PLAN REMOVE CATCH BASIN AND EXTEND CONCRETE MAR t�_ 2016 1 of' 3 &UTTER, RE -GRADE AS REQUIREDW�y ak nninkr% J/_ C) CD CD 0 06 U) CD 0 li < 0 C) tL-.- Lij CC) z l:D < Z L J� > z x 'IV /; PIELLHEAL? PROTECTION NOTES: COCH rSIN UKN MANHOLE 31 -0// RIM=47 ___06p AC DRIVE & C \4 1 RIM=477.25 -,OHP FARKINGISTORAGE ONAFL PROHIBITION: THE CONTRACTOR AN12 ST MANHOLE >� 'T-- < LIJ RIM -477.3 RI =477.02 )< ALL 5U000NT`RACTOR5 ARE REQUIRED TO U 10 81 (NW)=474.27 EXIS7ING z ro V PROVIDE THE OWNER'S ENGINEER Pq1TH COPIES lv� EXIST. AC 70 (W)=473 * 69 BUILDING co C� 0 "I 14`FL(E)=47J.J6 A . OF MATERIAL SAFETY DATA SHEETS (M5E?5S) Lli sv 8" ST C�o 0 WELL 011 VALVE A C) S 18" W CONCRETE 479. FOR ALL CHEMICALS PROPOSED FOR USE 2 27' WW - PAVING UNDER MANHOLE UK cl\! -10" N > i RIM=476.57 5* ON -51 PRIOR To USE OR DELI To THE I CL j RIM=47Z71 LJ C 2 Uj 27 PROPERTY. BASED ON THESE M5055, THE EXIST CHAIN 0 0 E RIM=476.68 5 7- 7Z 6- . I '--,( MANHOLE LINK FENCE 12'FL 8" W .4 ENOINEER PqILL OETER'MINE IF THE CHEMICAL 15 -J rV (D 6" FL=472.50 5 SW24 N9 1'�r W LJ. 147L(W)=474.18EXIST. AC 14" Ml= -2.35 CATCH BASIN 1� APPROVED FOR USE ON THIS SITE (/.E, CD Z 27" WW, FIRE HOUSE 16 WJ/- EXIST- C RIM=477.76 '101 WHETHER OR NOT THE PRODUCT CONTAINS > , C) C5 10. nRE HOUSE 12 4 14. LINK 14-FL(W)=475.14 U p. - W ----27" PEN -5E NDN -/AQUEOUS PHASE LIOU103 OR LIJ co CL 24. s7-, W --------------------------- --- sk W I � 12 476,HP W ME RIM=476.02 RC ONAPLS). THE ENOINEER MAY CONTACT THE U) WAVE 4"FL(E)=474.3o 4.77 24" ST, 10" W ;d - ST MANHOLE SUB DRINKING MATER SOURCE PROTECTION E�\ -Zk RIM=476.51 U ST MANHOLE ____OHp ST 011 4 ... �1�1111111111,... 27' COORDINATOR AT 541-144-3145 WITH ANY - 476 ----- GRAVEL CN W GUE5TION5 ABOUT EVALUATING PRODUCTS FOR RIM=476.30 `X`sT ST___ G 27" WW z <( OHP ONAPL5. -24" S 10 W G_ ------ b ANY CHEMICAL SPILLS OR LEAKS MUST BE 24 ST -10" P 478 U oHP0 47Z4 GRAVEi FL=473.2 GLEANED UP IMMEDIATELY ANL? CLEAN-UP z 0', AREA OWN 10. MATERIALS 015P05E0 OFF-5/TE AND IN I *!:Z_�_ EX'ST RIM=477.14 24 ST-__ _ -10" W-, 473.13 ACCORDANCE WITH LANE COUNTY AND DEQ -24REOUIREMENT5. IN EVERY CASE, CARE SHALL BE TAKEN TO PREVENT (5ROUN014ATER 8"sr- CONTAMINATION. ST M4NHOLE CHEMICAL HANDLING, 5TORA&E, AND USE: CONTRACTORS/DEVELOPERS SHALL BE CON5TRUCTION NOTE5 RIM=476.0 5/TEVEVELOPMENT PLAN RESPONSIBLE FOR THE SAFE HANDLING AND GLO It SCALE. 1 40'-0 -7E OF CHEMICAL3, PETROLEUM STORAGE RUC I CON3T T (3) 316,rCLE RACKS, (6) 5FACES, LOCATE FRO006,T5, AND FERTILIZERS AND THE IN SHED, SEE DETAIL 2I62.0. PREVENTION OF GROUNDWATER AND STORM REvlslo�s WATER RUNOFF CONTAMINATION. CHEMICALS i CONSTRUCT NEW TRASH ENCLOSURE, SEE SHEET 34.0. USED DURING CONSTRUCTION, INCLUDING FAINT date by MATERIALS/WASTES, MUST NOT AND GLEANING M 03/02/16 A\ MAC PROVIDE PUBLIC WORKS LOCK TO GATE. ENTER THE 301L OR BE WASHED INTO THE STORM WATER 5'(5TEM. ALL CHEMICALS SHOULD REDUCE HEIGHT OF FREESTANDING LIGHT FIXTURES BE STORED IN ADEQUATE 5ECONOARr TO EX1STING COVERED 3TORA 6E OR 25 -O CONTAINMENT. WHICHEVER /3 LESS. EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS MUST BE TAKEN TO PREVENT SITE CON57-RUCT NEW 6URB, SEE DETAIL 3162.0. FLUID-CONTAININ& EQUIPMENT LOCATED OUT510E FROM LEAKING, INCLUDING PROVIDING DEVELOPMENT NEW LAN036APINO PER LAN036AFIN& PLANS. A DEDICATED AREA FOR FUEL IN& AND -PLAN MAINTENANCE OF EQUIPMENT. TH13 SHOULD BE INSTALL WELLHEAD PROTECTION 5167NAOE, SEE PREPARED AND MAINTAINED IN A WAY THAT job 15-7297 DETAIL 4162.0. PREVENTS SPILLS OR LEAKS FROM MIGRATING drawn MAC TO THE 301L OR 5TORMHATER DRAINAGE date Cl/29/16 57 -RIPE NEWPARKIN& SPACES. 57"3TEM. checked NO L MATERILS CONTAININ67HAZAR0005 tiled A CONSTRUCT NEW 4" SANITARY SEWER LINE, CONNECT MATERIALS SHALL BE USED ON TH15 SITE. SHEET TO EXISTING SANITARY SEWER LINE, VERIFY SIZE. 14 CONSTRUCT RAIN &ARDEN, SEE DETAIL X162.0 FINAL SIT qSM � E PLAN REMOVE CATCH BASIN AND EXTEND CONCRETE MAR t�_ 2016 1 of' 3 &UTTER, RE -GRADE AS REQUIREDW�y ak nninkr% J/_ 53" OUTLET—' 48" LONG PLAN VIEW SILT & DEBRIS HIGH CONTAINMENT AREA FLOW L2;Jx2�xa BYPASS FRAME 53" =� z OUTLI z a FLOGARD TM //—FILTER INSERT (MODEL FGP-24F) WOVEN MESH FILTER BODY NOTES: C12 BOX FABRICATED FROM 10 GA. MATERIAL NEOPRENE GASKET (TWO SIDES) -DUCTILE IRON SOLID LID & DUCTILE IRON GRATE BIKE PROOF, HEAVY DUTY TRAFFIC GRATE SUPPORTS AASHTO H25 LOADS 48" # REPLACEABLE� ABSORBENT SIDE VIEW POUCHES ISOMETRIC SEDIMENT & HYDROCARBONS FILTRATION SYSTEM STATE APPROVED - ASPHALT DIPPED 24"x42" — 6"0 OUTLET SAND COLLECTOR CATCH BASIN DWG # Gibson Steel Basins 1' PROJ. MAN. OOUG P. DWN. PAUL G. SCALE NONE F 0 C SINCE 1972 DATE: JAN. 23, 06 MODEL: SC8F10-42H8-6 247 Woshington St. Eugene, Or. 97401 ph:(541) 687 — 8672 fox:344-0207 OYERFLOPI TO FUBL 1 C SYSTEM 5 C2.0 .0 12OUBLE CHAMBER CATCH f3A51 N NOT TO SCALE 2'—O" ON GFNTFP 0 cm 31-0" TYPICAL i/4 1 1/0"0 STEEL PIPE SCR 40 67ALYANIZE0 AFTER FABRICATION BAR CHANNEL ANCHOR Wl TH //2"(P EXPfAN51ON BOLTS IN EACH CHANNEL PER MANUF. REOM`T5. Ela. 1� d d d 211 X 3/411 CHANNEL NOTE: AT HOOP ENDS I. BICYCLE RACK MUST COMPLY Gill TH CI TY OF EUGENE REOUIREMENT5. 2. F031 TION RACK TO FROVIOE lA 5 FOOT /ACCE53 ABLE 2 C2.0 BICYCLE RACK NOT TO SCALE FIL T T/ON RAIN GAROEN III = 10„ CURB CUT 5ROWNG MEDIUM =ILTER FABRIC, Il —2�" Pq A5HED �?RfAIN ROCK r'ERFORIATED PIPE 611 1,r 711 ? NOTE: LI..J ALL R! O// TO BE 3/4" �0 I. A5FHAL T FAVI NC I 17" Springfield's Wellhead Protection Area Help protect our drinking Water Report all leaks or spills to: HAZARDOUS MATERIAL RESPONSE 911 Site operator: Springfield Utility Board 541-746-8451 NOTE: SIGNS ARE ALSO AVAILABLE FOR PURCHASE AT SPRINGFIELD UTLITY BOARD WATER DIVISION 541-726-2396 SCALE: N.T.S. WATER DIVISION STANDARD DRAWING DRAWING NUMBER DRAWN BY: LSB I WELLHEAD PROTECTION ■� 1.19 CONSTRUCTION: e"0� ENGINEERING: tl SPRINOFIELDUTILITYBOARD SIGN REVISED: 1-15-2013 S;AEngin�eri^gASton 1o.-'.ski'-o�r8rys�'�4F i9–f�11GE44.d:vq – ,Ian i,`,, ?.?t3 – ?'��4�3n�n �'(o?tea G NOT TO _5X, -ALE G20 kELLHEAD PROTECTION 5/6N 50ALE. NT5 5PRIN6EIELD UTILITY f30ARO Wl.la 0 1 C. SPY Pw!� ma Dy - OV -0 y- ! OV- a�i`cs � 3 FINAL MAR 2016 i � ! i C?PEGON RI_N,rVV O ERINIOEIISINC CIVIL -STRUCTURAL< 3UILDIRG DESIGN SURVEYING. LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-8383 FAX (541) 485-8384 www.sswengineers.com REVIS10NS date by 03/02/16 zi�, MAC SITE DETAILS Jab 15-7297 drawn MAC -E 01/29/16 checked T � r_ 7 SEDIMENT TRA W/ HINGED LID ; SEDIMENT � TRAP FLOGARD TM //—FILTER INSERT (MODEL FGP-24F) WOVEN MESH FILTER BODY NOTES: C12 BOX FABRICATED FROM 10 GA. MATERIAL NEOPRENE GASKET (TWO SIDES) -DUCTILE IRON SOLID LID & DUCTILE IRON GRATE BIKE PROOF, HEAVY DUTY TRAFFIC GRATE SUPPORTS AASHTO H25 LOADS 48" # REPLACEABLE� ABSORBENT SIDE VIEW POUCHES ISOMETRIC SEDIMENT & HYDROCARBONS FILTRATION SYSTEM STATE APPROVED - ASPHALT DIPPED 24"x42" — 6"0 OUTLET SAND COLLECTOR CATCH BASIN DWG # Gibson Steel Basins 1' PROJ. MAN. OOUG P. DWN. PAUL G. SCALE NONE F 0 C SINCE 1972 DATE: JAN. 23, 06 MODEL: SC8F10-42H8-6 247 Woshington St. Eugene, Or. 97401 ph:(541) 687 — 8672 fox:344-0207 OYERFLOPI TO FUBL 1 C SYSTEM 5 C2.0 .0 12OUBLE CHAMBER CATCH f3A51 N NOT TO SCALE 2'—O" ON GFNTFP 0 cm 31-0" TYPICAL i/4 1 1/0"0 STEEL PIPE SCR 40 67ALYANIZE0 AFTER FABRICATION BAR CHANNEL ANCHOR Wl TH //2"(P EXPfAN51ON BOLTS IN EACH CHANNEL PER MANUF. REOM`T5. Ela. 1� d d d 211 X 3/411 CHANNEL NOTE: AT HOOP ENDS I. BICYCLE RACK MUST COMPLY Gill TH CI TY OF EUGENE REOUIREMENT5. 2. F031 TION RACK TO FROVIOE lA 5 FOOT /ACCE53 ABLE 2 C2.0 BICYCLE RACK NOT TO SCALE FIL T T/ON RAIN GAROEN III = 10„ CURB CUT 5ROWNG MEDIUM =ILTER FABRIC, Il —2�" Pq A5HED �?RfAIN ROCK r'ERFORIATED PIPE 611 1,r 711 ? NOTE: LI..J ALL R! O// TO BE 3/4" �0 I. A5FHAL T FAVI NC I 17" Springfield's Wellhead Protection Area Help protect our drinking Water Report all leaks or spills to: HAZARDOUS MATERIAL RESPONSE 911 Site operator: Springfield Utility Board 541-746-8451 NOTE: SIGNS ARE ALSO AVAILABLE FOR PURCHASE AT SPRINGFIELD UTLITY BOARD WATER DIVISION 541-726-2396 SCALE: N.T.S. WATER DIVISION STANDARD DRAWING DRAWING NUMBER DRAWN BY: LSB I WELLHEAD PROTECTION ■� 1.19 CONSTRUCTION: e"0� ENGINEERING: tl SPRINOFIELDUTILITYBOARD SIGN REVISED: 1-15-2013 S;AEngin�eri^gASton 1o.-'.ski'-o�r8rys�'�4F i9–f�11GE44.d:vq – ,Ian i,`,, ?.?t3 – ?'��4�3n�n �'(o?tea G NOT TO _5X, -ALE G20 kELLHEAD PROTECTION 5/6N 50ALE. NT5 5PRIN6EIELD UTILITY f30ARO Wl.la 0 1 C. SPY Pw!� ma Dy - OV -0 y- ! OV- a�i`cs � 3 FINAL MAR 2016 i � ! i C?PEGON RI_N,rVV O ERINIOEIISINC CIVIL -STRUCTURAL< 3UILDIRG DESIGN SURVEYING. LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-8383 FAX (541) 485-8384 www.sswengineers.com REVIS10NS date by 03/02/16 zi�, MAC SITE DETAILS Jab 15-7297 drawn MAC date 01/29/16 checked filed SHEET ("� 2 I� a LL 2 C c: N z u. a 2 a C 2 "v a DUGHERTY LANDSCAPE ARCHITECTS TREE IN PLANT BED OR LAWN (PLANT BED SHOWN) TYPICAL STREET TREE PLANTING DETAIL SECTION COMMERCIAL AVENUE PLANT SCHEDULE KEY QTY. I BOTANICAL NAME ICOMMON NAME I MIN. SIZE lCOMMENTS TREES I MIN. SIZE lCOMMENTS 2" CEO 14 1 Celtis occidentalis Common Hackberry cal. Matching, full, B&B SHRUBS z-'' REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL FRL 1 Fraxinus latifolia GIPS 128 1 Cistus x pulverulentus'Sunset' 1 Sunset Rockrose 3 gal matching, full GROUNDCOVER MULCH RING WITH SPADED EDGE (3' DIAMETER) GELY 166 1 Genista lydia ILYdia Broom 2 gal. matching, full GUY WIRE RAIN GARDEN PLANT SCHEDULE (APPROX. 330 SF) STAKES AS SPECIFIED - EVENLYSPACED KEY QTY. BOTANICAL NAME COMMON NAME I MIN. SIZE lCOMMENTS PARALLEL TO CURB TREES z-'' REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL FRL 1 Fraxinus latifolia Gregon Ash "cal. matching, full MULCH AS SPECIFIED (2" CLEAR AT TRUNK) LARGE SHRUBS MULCH RING WITH SPADED EDGE (3' DIAMETER) IRON 18 1 Rosa nutkana I Nootka Rose 3 gal. matching, full CONCRETE WALK OR CURB SMALL SHRUBS COSK 116 1 Cornus sedcea'Kelseyi' lowarf Redtwig Dogwood 11 gal. matching, full PLANTING SOIL GROUNDCOVER CAO 12" o.c. Carex obnupta Slough Sedge 4" pots matching, full SUB GRADE COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY) LEGEND NOTE MARK NORTH SIDE OF TREE AT NURSERY. ROTATE TREE TO FACE MARK NORTH NiHEN PLANTING. SCALE: 112" = 1'-0" • PROPOSED TREE c3 SHRUBS GELY (Genista lydia) CAO (carex obnupta) LANDSCAPE GUIDELINES A. PRODUCTS 1. TOPSOIL AT PLANT BEDS; IMPORTED TOPSOIL LOAM WITH 10% HUMUS. FREE OF CLAY, STONES, STICKS AND OTHER FOREIGN MATTER. SUBMIT SAMPLE FOR APPROVAL. AVAILABALE AS 'BANK LOAM' FROM EUGENE SAND AND GRAVEL. 2. TOPSOIL AT RAIN GARDEN: CONSTRUCTED GROWING MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FOC IN THE CONSTRUCTED MEDIUM MUST BE A MINIMUM OF 0.20 (I.E., 40-50%) ORGANIC MATTER. B. SOIL PREPARATION PLANT BEDS 1. FINISHED ELEVATION OF SUB -BASE TO BE 15" MINIMUM BELOW FINISHED GRADE. 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 6" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. PLACE 15" MINIMUM OF TOPSOIL OVER TILLED SUBGRADE. ADD 3" OF ORGANIC MATERIAL AND FERTILIZER TO TOPSOIL AT THE RATE OF 20 LBS. PER 1000 SF. ROTO -TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF 8" MINIMUM. CROWN SOIL TO THE CENTER OF PLANT BEDS. 3. AT STREET TREES: PROVIDE EXCAVATION AND SOIL PREPARATION AS NEEDED TO CONFORM TO DETAIL 1/1-1. RAIN GARDEN 1. FINISHED ELEVATION OF THE SUB -BASE TO BE 24" MINIMUM BELOW FINISHED GRADE, PLACE A MINIMUM OF 24" OF SPECIFIED TOPSOIL AT THE BOTTOM OF THE RAIN GARDEN. SEE CIVIL DRAWINGS FOR FACILITY INSTALLATION REQUIREMENTS. DO NOT APPLY SOIL AMENDMENTS OR FERTILIZER AT SWALES AND RAIN GARDENS. C. MULCHING: MULCH ALL PLANT BEDS TO A MINIMUM DEPTH OF 3" DEPTH WITH FIR BARK MULCH. TAPER MULCH TO 1" AT PAVING EDGES. MULCH RAIN GARDEN BOTTOM WITH 2" DEPTH PEA GRAVEL, MULCH RAIN GARDEN SIDE SLOPES WITH 3" DEPTH FIR BARK MULCH, D. PLANT MATERIAL 1. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES INDICATED. 2. PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT. 3. PLANT LAYOUT TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 4. NATIVE AND DROUGHT TOLERANT PLANT MATERIAL HAS BEEN SPECIFIED. NO AUTOMATIC IRRIGAITON WILL BE PROVIDED. 0 2 5 10 20 40 SCALE: 1" = 10'-0" Ath 2016 MEOW (� t"{ 279 i -d J. Do�ertyE-s OREGON '4 SSW SSW ESRO% 0% Aft NUINEEKY, CIVIL- STRUCTURAL- BUILDING DESIGN SURVEYING* LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-£3353 FAX (541) 465-8364 www.sswengineers.com REVISIONS date by