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Home My WebLink AboutPlan, Tentative APPLICANT 10/14/2015 (2)NEW CURB (WINOTCHE: EXISTING CIT STORM LINE OVERFLOW I TO REPLACE EXISTING CA BASIN STORMWA PLANTER NEW STORI PLAN1 OVERI CITY ( DRAIn PROPtK I Y(t) KtUUN51 KUU 1 tU. SEE PAVING NOTE DRAIN INLET FACING #6. PROPERTY (E) MAIN STREET SITE SURFACING AND STORMWATER IMPROVEMENTS VICINITY MAP PAVING AND STORMWATER NOTES 1 NEW ASPHALT PAVING TO BE PROVIDED OVER EXISTING OR NEW ROCK SUBGRADE AT ALL PARKING AND DRIVE AREAS WHERE TONED. Y 2. EXISTING PRIVATE CATCH BASIN TO BE REPLACED WITH OVERFLOW ..'., r..' .„ DRAIN AT NEW STORMWATER PLANTER ALONG WEST EDE OF PARKING. 3. EXISTING CITY OF SPRINGFIELD CATCH BASINS BENEATH PUBLIC WALK AT _.. r t MAIN STREET TO BE UPGRADED AS NECESSARY BY CITY OF SPRINGFIELD. 4. ALL STRIPING INCLUDING PARKING, ACCESSIBLE ROUTE AND LOADING � AREA TO BE REPAINTED. 5. SITE 1S - WITHIN CITY OF SPRINGFIELD WELL HEAD PROTECTION 1020 Y EA TIMEOF TRAVEL ZONE. CITY OF SPRINGFIELD STANDARD "WELLHEAD F PROTECTION" SIGNS TO BE INSTALLED AT BUILDING AND AT TRASH 6. CROSS PITCH AT ALL ACCESSIBLE ROUTES NOT TO EXCEED 2%. a� LONGITUDINAL SLOPE AT ACCESSIBLE ROUTES NOT TO EXCEED ACCESSIBLE ROUTES TO INCLUDE DE RECONSTRUCTED DRIVE APRON AND . T CROSSWALK IN PARKING LOT. 7. GRADE TO PROVIDE CONCAVE PROFILE TO ACCOMMODATE DRAINAGE _A2,` - AND TO OVERFLOW INTO STRUCTURE. LEGEND + EXISTING DECIDUOUS TREE TO REMAIN]MR 1ARM + EXISTING CONIFEROUS TREE TO REMAIN DOUGHERTY (E) WOOD FENCE + EXISTING DECIDUOUS TREE TO BE REMOVED LANDSCAPE XISTING TREES TO REMAIN NEW LANDSCAPE AREA ARCHITECTS WATER METER (E) + + EXISTING LANDSCAPE AREA TO REMAIN + + ; 474 Willamette Street CITY OF SPRINGFIELD _ Suite 305 STREET LIGHT PAINT STRIPING TYP. ® NEW LANDSCAPE AREA Eugene, Oregon 97401 l r ---i r ` C C 10' VISION b I P 541.683.5803 CLEAR-TYP. \ NEW STORMWATER PLANTER (1) PARALLEL PARKING F 541.683.8183 SPACE 9.-0" (11) STANDARD (E) (E) 3" CAST IRON a T,P (2) COMPACT a SANITARY LINE CITY OF SPRINGFIELD STREET LIGHT WWW.DLAdesign.com INEW FLOOR DRAIN W/ PRIMER �? AT TRASH ENCLOSURE �� CURB (E) POWER POLE TO BE REMOVED WALL MOUNT LED CUTOFF LIGHT G, STF NEW CONCRETE SEE PRODUCT SHEET WALL MOUNT LIGHT - TYP. --- �': CITY OF SPRINGFIELD 279 Q CURB ' /` F - °--------- -� � '----------------- -- - r-, -- s, STREET LIGHT (E) (� �,• ENLARGED S LTD BUS STOP . STORM WATER PLANTER. TRASH , � I'- David J. Dougherty }•.• SEE NOTE #7. ENCLOSURE (E) C 3" ABS PLASTIC 2020 MAIN ST. SUITE =j C) A SANITARY LINES STUB TO COMMERCIAL 1777 SQ. FT. LOADING ZONE p OREGON FROM DRAIN TO RESTROOM " BIKE PARKING SC Q EXISTING CAST OCC: S $ + \ 4 \ EXISTING IRON LINE NEW"PUBLIC� WALK ON PRIVATE PR PER .1ps PARKING TO BE WALK TO BE FLUSH WITH 2 w ,. ° a SUITE # 200 TO BE EXISTING WOOD FENCE TO REMAIN REMOVED AT Z; , o \ ADJACENT GRADE SAWCUT PARKING WHEEL DRIVE-THRU 3 RECONSTRUCTED ON �� INTO EXISTING ASPHALT Client / Consultant STOP TO BE RELOCATED p EXISTING FOUNDATION , 5 -TYP. (E) a; ' � _ _ --�%� APPROXIMATE DIRECTION OF FLOW ARROW a w BOLLARDS To BE GOBRECT DRAIN (E) TO BE � p ,� ' • � REMOVED (E) W/APPROXIMATE SLOPE REPLACED WITH rn V o , DOLLAR LLC OVERFLOW DRAIN ti (3) NEW PARALLEL - FOR STORMWATER l_ ,/� 2020 100 PARKING SPACES ON R _ RIDGE PO Box 26125 PRIVATE PROPERTY 1002 S . FT. FACILITY W PROPOSED OC s Eugene, OR DRIVE-THRU POWER POLE TO BE REMOVED ' 6P 97402 APPROXIMATE HIGH POINT I— 1 ROPOSED ---=;1 9 N� 541-344-6781 NEW ASPHALT PAVING EXISTING CATCH BASIN TO BE REPLACED WITH OVERFLOW DRAIN I V I DRAIN STRUCTURE OVERFLOW DRAIN AT STORMWATER PLANTER ..-.c a�...�..•�.D.`F i --------------------------------------I --- - — -- —i • OY • • Oi•�•' STORM WATERw•..•�•�:•••OidJ •f, ❖♦•••,,c�` PLANTER - TYP.It2014 MAIN ST. b �i•O•ACCESSIBLE 1596 SO. FT. ACCESSIBLE ROUTE ACCESS PARKING TO WALK - CONCRETE WALK OCC. A-2 SPACES TO BE (2) ACCESSIBLE FLUSH WITH ADJACENT SPACES - (1) ASPHALT AT THIS LOCATION. RELOCATED (E) 12" L SEE PAVING NOTE #6. ACCESSIBLE 11 1 — CITY OF SPRINGFIELD TYP. SEE LANDSCAPE PLAN INNA ...... STREET LIGHT TO .4.• •y •.••.•. J �, P. RECONSTRUCTREMOVED GUTTER �y• • • •..+•��++O i . ••i•��Oiy�3i•�E% • • • • CURB RAMP)••ii'i:•i••:�� JOO••i� : • AS • • TO PROVIDE i0.00•iii0i •i '' - —ACCESSIBLE PEDESTRIAN ROUTE MIN. 36* WIDTH 1 2014 MAIN ST. BACKFLOW PLANT BED - TYP. (E) --�� BIKE LANE ASSESOR'S MAP NUMBER: 17-03-36-42 CITY OF SPRINGFIELD PREVENTER DRAlN INLET (E} TAX LOT NUMBER: 2500 DRAIN INLET (E) RECONSTRUCTED STREET TREE - TYP. {E) LTD BUS STOP CURB APRON ACCESS DEAD STREET TREE REDUCED TO 18' TO BE REMOVED (E) SIGN - ONE WAY 2014 MAIN ST. SITE DATA DO NOT ENTER WATER METER (E) MAIN STREET BUILDING FOOTPRINT: 13,987 SQ. F('. SITE PLAN LANDSCAPE AREA: 1,452 SQ. FT. CONCRETE WALKS: 1,208 SQ. FT. ASPHALT: 22, 083 SQ. FT. TOTAL AREA: 39,450 SQ. FT. PARKING CALCULATIONS SITE PLAN NOTES 202 & 2014 MAIN VEHICLE PARKING SPACES REQUIRED - 42 0 Q ( ) VEHICLE PARKING SPACERE UANTITY UIREMENTS PER SPRINGFIELD DEVELOPMENT CODE TABLE 4.6-2 Q Q MERCHANDISE SALES -1 FOR EACH 300 SQ. FT. OF GROSS FLOOR AREA OCCUPANCY TYPE'A-2' -1 FOR EACH 100 SQ. FT. OF GROSS FLOOR AREA • MERCANTILE SPACE 2020 MAIN -1 FOR EACH 300 SQ. FT. OF GROSS FLOOR AREA: 9542 / 300 - 32 O ■ OCCUPANCY TYPE 'A-2' 2014 MAIN - 1 FOR EACH 100 SQ. FT. OF GROSS FLOOR AREA: 1596 1 300 = (16) • STORAGE -1 FOR EACH 600 SQ. FT. OF GROSS FLOOR AREA: 2779 1 600 = (5) TOTAL VEHICLE PARKING SPACES PROVIDED - (56) • (22) STANDARD ■ (5) COMPACT • (2) ACCESSIBLE • (27) SEE SHARED PARKING AGREEMENT BICYCLE PARKING SPACE REQUIRED SPRINGFIELD DEVELOPMENT CODE TABLE 4.6-3 MERCHANDISE SALES -1 FOR EACH 3000 SQ. FT. OF GROSS FLOOR AREA OCCUPANCY TYPE'A-2' -1 FOR EACH 600 SQ. FT. OF GROSS FLOOR AREA (75% SHORT TERM, 25% LONG TERM) • MERCANTILE SPACE 2020 MAIN: (12,405/ 3000) X 0.25 =1 LONG TERM SPACES (12,405/ 3000 } X 0.75 = 3 SHORT TERM SPACES ■ OCCUPANCY TYPE'A-2' 2014 MAIN: (1,596/ 600 } X 0.25 =1 LONG TERM SPACES (1,596/ 600) X 0.75 = 2 SHORT TERM SPACES TOTAL BICYCLE PARKING SPACES TO BE PROVIDED: • (1) INTERIOR LONG TERM SPACE AT EACH TENANT SPACE OR 2 EXTERIOR LONG TERM SPACES • (5) EXTERIOR- SHORT TERM SPACES 1. STRIPING AT WEST PARKING TO BE REVERSED TO CHANGE DRIVE AISLE DIRECTION FROM NORTH TO SOUTH. 2. CURB APRON AT MAIN STREET TO BE REDUCED TO 18' AND CHANGED FROM TWO WAY TO EXIT ONLY. 3. LONG TERM BICYCLE PARKING TO BE PROVIDED INSIDE BUILDING. 4. SEE SHEET L1.2 FOR LANDSCAPE PLAN. 5. SEE SHEET L1.2 FOR LANDSCAPE AND STORMWATER PLANTER INSTALLATION SPECIFICATIONS. 6. SEE MANUFACTURER'S CUT SHEET FOR WALL MOUNT LIGHT FIXTURE INFORMATION. 7. SITE SURVEY INFORMATION HAS BEEN PROVIDED BY OTHERS. DLA IS NOT RESPONSIBLE FOR THE ACCURACY OF INFORMATION PROVIDED. r_1 �c ca� ` y J "C V ~ C00 1 0 e\ ax- SITE IMPROVEMENTS PLANS 0 5 10 20 <o ao /U) i— Z G W O W CL Z Z W F - i z W O �W/ o 1.i.. W U o Z Q W ( LL CD z CNI W Q CL j/ CN v O Hate: OCTOBER 13,0 2 15 Drawn By: RR/ EP Checked By: DJD Submission: SITE PLAN REVIEW Revisions L1.1 DLA INC. COPYRIGHT 2015 logo C CV STORMWATER PLANTI PROVIDE GENTLE SWj PROFILE AND DRAIN T OVERFLOW BASIN. GUY WIRE STAKE5 A5 SPECIFIED - EVENLY SPACED (2) EACH TRI=E REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH A5 SPECIFIED (2" CLEAR AT TRUNK) CONCRETE WALK OR CUPZ PLANTING 501L W/ 5F5CIFIE1> FERTILIZER AND AMENDMENTS COMPACTED TOPSOIL (BELOW ROOT'BALLB ONLY) NOTE MARK NORTH SIDE OF TREE AT NURSERY. ROTATE TREE TO FACE NORTH WHEN PLANTING TREE PLANTIN& AT PARKIN& AR.EA5 AND DRIVES SECTION SCALE: 1/2" = 1'-0" dJ TYPICAL SHRUB PLANTIN& SECTION REMOVE ALL BMINC75 AND BURLAP FROM ENTIRE ROOT BALL MULCH A5 5PECIFIED (2" CLEAR AT TRUNK) PLANTING 501L WITH 5PECIFIED FERTILIZER AND AMENDMENTS COMPACTED TOPSOIL (BELOW ROOT BA 1-5 ONLY) 50AMFIED 5U5 -GRAD= SCALE: 1/2" = 1'-0" PLANT SCHEDULE KEY QTY. BOTANICAL NAME COMMON NAME MIN. SIZE I COMMENTS TREES ALRH 5 Amus rhombifolia White Alder 2" cal. I Matching, full, well branched QG 12 150 1 Quercus ganyana Oregon White Oak 1.5" Cal, I sin le stem, full, well branched SHRUBS COSK 37 Comus sericea'Keiseyi' jDwarfRedtwig Dogwood gal. I matching, full MAA 150 1 Mahonia auquifolium ----13 Oregon Grape 15 gal. matching, full GROUNDCOVERS AND GRASSES GAO 18" o.c. ICarexobnupta Stough Sedge 4" pots matching, full LANDSCAPE SPECIFICATIONS 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 APPROVED 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 PUNCHLIST ITEMS ARE CORRECTED. C. PRODUCTS 1. TOPSOIL; 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 AMENDMENTS a. FERTILIZER; 15-5-10-10 COMMERCIAL FERTILIZER. b. ORGANIC MATERIAL:'GARDEN COMPOST AVAILABLE FROM REMUS OR LANE FOREST PRODUCTS. 3. MULCH: PLANT BEDS - SHREDDED FIR BARK 5/8"- 1/4" DIAMETER. STORMWATER PLANTERS - PEA GRAVEL. 4. PLANTING TABLETS: SCOTTS AGRIFORM FERTILIZER TABLETS. 5. PLANT MATERIAL a. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES INDICATED. b. PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT. 6. 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. D. SOIL PREPARATION PLANT BEDS 1. FINISHED ELEVATION OF SUB -BASE TO BE 24" MINIMUM BELOW FINISHED GRADE. 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. 3. PLACE 24" 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 8" MINIMUM. 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. F. MULCHING: MULCH ALL PLANT BEDS TO A MINIMUM DEPTH OF 3" WITHIN 24 HOURS OF PLANTING. MULCH STORMWATER PLANTERS TO A MINIMUM DEPTH OF 1". G. MAINTENANCE: CONTRACTOR TO MAINTAIN ALL PLANT MATERIAL THROUGH FINAL COMPLETION, INCLUDING WEEDING, PRUNING, MAINTAINING GUYS AND STAKES AND REPLACEMENT OF MULCH. H. WARRANTY: CONTRACTOR TO WARRANTY PLANT MATERIAL THROUGH FINAL COMPLETION. REPLACE DEAD OR UNHEALTHY PLANTS OF SAME SIZE AND SPECIES AS SPECIFIED. CONTRACTOR IS NOT RESPONSIBLE FOR DEFECTS CAUSED BY VANDALISM. WATERING A. CONTRACTOR IS RESPONSIBLE FOR WATERING PLANT MATERIAL THROUGH FINAL COMPLETION. B. OWNER WILL ASSUME REPSONSIBILITY FOR SUPPLEMENTAL WATERING OF PLANT MATERIAL FOLLOWING FINAL COMPLETION. STORMWATER PLANTER STANDARDS A. THE BASE OF THE STORMWATER PLANTER SHALL INCLUDE A CONSTRUCTED 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. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE BASE OF THE PLANTER WILL BEAT LEAST 24 INCHES THICK. --NT BUILDING OR EDGE OF PLANT BED SPACING "D" ROW "A" 5" O.G. 2.6" 6" O.G. 5.2" 9" O.G. 1.8" 12" O.G. 10.4" 15" O.G. 13.0" SPACING "D" ROW "A" 18" O.G. 15.6" 24" O.G. 20.8" 30" O.G. 26.0" 3610.0. 30.0" 45" O.G. 41.5" r sl GROUNDGOVER SPACING DIAGRAM PLAN NT5 LANDSCAPE LEGEND PROPOSED TREE 0 + EXISTING TREE TO REMAIN EXISTING LANDSCAPE TO REMAIN 6" SCH 40 PVC IRRIGATION SLEEVE F1`- � LANDSCAPE PLAN tS- o oho �,►�.�� 111M koje4U, W�JifiCA;�c)Y1 OD by DAG Oil iiq egg @@{ 0 5 10 20 40 80 SCALE: 1 "=20'-0" NORTH ®j ®i DOUGHERTY LANDSCAPE ARCHITECTS 474 Willamette Street Suite 305 Eugene, Oregon 97401 F 541.683.8183 www.DLAdesign.com G� ST`�* 279 a (� David J. Dougherty !..- �� OREGON . Client / Consultant GOBRECT DOLLAR LLC PO Box 26125 Eugene, OR 97402 541-344-6781 Vl Z W 2 W 0 S� G z •< z W W zp �W/ 0 W ��n� W VJ Z o W G. ��n V C:) z CN O LCL U) Date: OCTOBER 13, 2015 Drawn By: EP/RR Checked By: DJD Submission: SITE PLAN REVIEW Revisions DLA INC. COPYRIGHT 2015 SOUTHEAST CORNER I � g---- =- SOUTHWEST CORNER 01ii1ilit" 11-01-1 N11,00", ' A Y k\ �r NOTES pq /3 1. ARCHITECTURAL ELEVATION DRAWINGS FOR THIS BUILDING WERE NOT PRESERVED B PREVIOUS OWNERS AND ARE NO LONGER AVAILABLE. NO ELEVATIONS ARE BEING PREPARED FOR BUILDING PERMIT DRAWINGS. PHOTOGRAPHS HAVE BEEN PROVIDED LIEU OF DRAWINGS. I RNISTAKIM" " A 1; �01 sj'� 474 Willamette Street Suite 305 Eugene, Oregon 97401 P 541.683.5803 F 541.683.8183 GOBRECT DOLLAR LLC PO Box 24 ^- t ene, OR 97402 541-344-6781 I Date: OCTOBER 13, 20'15 [Drawn By: RR I Checked By: DJD Submission: SITE PLAN REVIEW Revisions ---------- DLA INC. COPYRIGHT 2015